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HomeMy WebLinkAboutFile Documents.1411 Crystal Lake Rd.0062.2018 (8).ARBK --....'.7 i MENENDEZ ARCHITECTS eS_MAL.LW.O.OD .�. voice W. 4.4851 email:LAM@MenendezArchitects.com ]15 W.Main Street,Suite 104 Aspen,Colorado 81611 INDEX TO DRAWINGS INDEX TO DRAWINGS 6-001 TITLE SHEET 51.004 UPPER ROOF FRAMING PLAN 55.001 GENERAL NOTES AND DETAILS -- SURVEY(SHEET 1 OF 2) 55.002 CONSTRUCTION DETAILS SURVEY(SLOPE) 55.003 CONSTRUCTION DETAILS 1411 CRYSTAL LAKE T (1I)AD = SURVEY HEEET20F 2) M000 MEGHANIGAL COVER SHEET C100 COVER SHEET M001 MEGHANIGAL ZONING PLAN C200 BASINS M100 MECHANICAL SCHEDULES ASPEN C O 81611 6300 GRADING AND DRAINAGE M101 MEGHANIGAL SCHEDULES C01 GRADING AND DRAINAGE M202 BASEMENT MEGHANIGAL PLAN C400 PROFILES M203 FIRST FLOOR MECHANICAL PLAN C401 PROFTI P9 M204 SECOND FLOOR MECHANICAL PLAN G300 DETAILS M500 MECHANICAL SCHEMATICS C600 UTILITIES M501 MECHANICAL SCHEMATICS // C100 EROSION AND SEDIMENT CONTROL M400 MECHANICAL SPECIFICATIONS M401 SEQUENCE OF OPERATION L2.O TREE REMOVAL AND DEMO PLAN -:. L3.O LANDSCAPE PLAN E.O.001 GALLS AND ONE LINE L4.O LAYOUT PLAN --.. L8.O SITE DETAILS AND ELEVATIONS LIGHT-000 LEGEND L8.1 SITE DETAILS AND ELEVATIONS LIGHT-0O1 FIXTURE SCHEDULE • .-- LIGHT-002 PANEL SCHEDULES A-1O1 SITE PLAN LIGHT-0O3 PANEL.SCHEDULES - ----- - FAR-1 EXISTING FLOOR AREA LIGHT-101 SITE LIGHTING PLAN ---- __ _ CALCULATIONS LIGHT-102 LOWER LEVEL PLAN { - • FAR-2 FLOOR AREA CALCULATIONS LIGHT-1O3 MAIN LEVEL PLAN FAR-3 GROSS FLOOR AREA LIGHT-104 UPPER LEVEL PLAN - - : CALCULATIONS • Z-001 ZONING SUMMARY -- - - - - ----- -- • Z-0021 HEIGHT OVER TOPOGRAPHY .!1: . .. •_ A-102 BASEMENT PLAN A-103 FIRST FLOOR PLAN IIIF Clri or A. -_ )_ _ - A-105 ROOF PLA FLOOR PLAN To obtain sign oft from the Engineering Department on the �■ ����'� ��'.���u"■u'■'�"'�'�I A-106 BASEMENT REFLECTED CEILING Certificate of Occupancy(CO)the following requrements must be met. • ®�• • \� {e� ��\��\®�� PLAN Minor Drainage Reviews - CCC A-10'I FIRST FLOOR REFLECTED GLG •All Aras must be landscaped or stab fixed per the approved plan. 1 ` 1 I ■■ ■ I PLAN •All drainage features must be installed per the approved plans including swales. A-201 EXTERIOR ELEVATIONS •All temporary erosion control deuces must be removed. ,\��a\\\ • A-202 EXTERIOR ELEVATIONS Major Drainage Rev ' _X. l I� • • - - A-205 EXTERIOR ELEVATIONS •AIIMinor(see above)reviewcr sera must be met 1 1, 1 - _ _ •Submitan b'It Y f all drainage features on the property ■ ■ I A-301 STREAM MARGIN HEIGHT •Submit a Grading d Drainage Certitude e signed by the Engineer of Record, e COMPLIANCE •Submit a video('DVD1 t)of any connectors made to the Citys A-502 INSULATION SCHEDULE,BUILDING drastrudure that shows that the connectors dean and n good working condition . IIIIIII, MI I - SECTION •Submt an Operations and Maintenance Plan Agreement signed by the Owner. Mr A-3O3 BUILDING SECTIONS Right of Way improvements including sidewalk,curb and gutter,and other - --_ ,:•` --- "--- ------ „ - A-304 BUILDING SECTIONS,WALL appurtenances must be complete. - - - '� SECTION After all required documents have been submitted a final inspection from r— ,- `� _ A-3O6 WALL SECTIONS the Engineering Department can be requested at 920-5080, A-301 WALL SECTIONS NOTE These are only the requirements of the Engineering Department. �..�"'— A-3O5 WALL SECTIONS Other departments may have additional requirements for obtaining a CO. AT!± A DETAIL_ A SCHEDUS SCHEDULES 51.001 FOUNDATION PLAN 91.002 MAIN LEVEL FRAMING PLAN 51.003 LOWER ROOF FRAMING PLAN GENERAL NOTES PROJECT TEAM LEGAL DESCRIPTION VICINITY MAP 1. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE FOLLOWING CODES: Section:18 Township:10 Range:84 TRACT OF LAND IN NE4 OF •2015 INTERNATIONAL RESIDENTIAL CODE(CHAPTERS 1-10 ONLY) OWNER: ARCHITECT: GENERAL CONTRACTOR: SEC 18-10-84 4 BEING PART OF THE RIVERSIDE PLACER USMS •2015 INTERNATIONAL MECHANICAL CODE 3905 AM DESC AS FOLLOWS •2014 NATIONAL ELECTRICAL CODE VALLEY GROUP LLC MENENDEZ ARCHITECTS,P.G. IGLEHART CONSTRUCTION BEG AT A PT WH COR 9 OF SAID RIVERSIDE PLACER BEARS •2015 INTERNATIONAL PLUMBING CODE 3001 HILLSBORO RD 115 W.MAIN STREET,SUITE 104 61-I W.MAIN STREET 5 00 02'E 242.39 FT TH N 00 021,4150 FT TH N 89 58'E 150 FT •2015 INTERNATIONAL FIRE CODE BRENTWOOD,TN 31021 ASPEN,CO 81611 ASPEN,CO 81611 TH S OO 02'E 150 FT TH 5 89 58'IN 150 FT TO THE PT OF BEG •2015 INTERNATIONAL ENERGY CONSERVATION CODE TEL:910 544-4851 Tel.910 925-5990 SAID TRACT CONT 0.511 AC BK 244 PG 944 BK 268 PGS 26-21 AND WITH ALL OTHER RULES,REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF BUILDING. CONTACT:LUIS MENENDEZ Fax.910 925-5485 BK 293 PG 960 4 WNTY DEED IN BK 495 PG 409 BK 511 PG 233 CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONFLICTS BETWEEN THE EMAIL:LAMeMenendezArChiteCts.Gom FROM BENEDICT A TRACT OF LAND BK 625 PG 156 PLUS THE •,• REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. SOUTHERN MOST PARCEL OF LAND IN THE •, -GORDON/CALLAHAN RESUBDIVISION 0%0 .' t 2. ALL WORK SHALL BE PERFORMED TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN ACRESRIVERSIDE PLACER U.S.M.S.93905 AM. • -_ ^N"- - O OF THE APPROPRIATE TRADES. _- _ • " - - SURVEYOR: STRUCTURAL ENGINEER: GEOTECHNICAL ENGINEER: PARCEL I.D.NUMBER:2131-181-00-018 "" •-•. to .. `-" # Date. Revision. 3. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS GOVERN.IN CASE OF CONFLICT,CONSULT THE '.•• ,, "' -+.,•:r.:..�.w- .:_:m�- -_.. •... - - _ PEFF,IIT 0/21/18 T.F.m. _ ,ARCHITECT. SOPRIS ENGINEERING LLC SILVER TOWN STRUCTURES H-P KUMAR •' _ 502 MAIN STREET,SUITE A3 301 ASPEN AIRPORT BUSINESS 5020 COUNTY ROAD 154 `- •^ - - 1 - 4. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE.DIMENSIONS NOTED WITH"N.T.S."DENOTES PROJECT DESCRIPTION •'"-- NOT TO SCALE. CARBONDALE,CO 81625 CENTER,SUITE'N' GLENWOOD SPRINGS,CO 81601 _ _."_ - - TEL 910 104-0311 ASPEN,CO 81611 TEL 910-945-1988 ^-" -- "" •. „ .- 5. ALL DIMENSIONS ARE TO FACE OF FRAMING,OR TO FACE OF CONCRETE,UNLESS NOTED OTHERWISE. EMAIL SOPRISENG®SOPRISENG.GOM TEL:910 300-1003 CONTACT:DAN HARDEN — - - - ---.... iir — CONTACT:HEIN BRUTSAERT EMAIL:DHARDIN@KUMARUSA.GOM 1 THE SUBJECT PARCEL IS LOCATED OUTSIDE THE - EMAIL: ASPEN INFILL AREA. •`J •- b. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO LOCATE AND MARK ALL UNDERGROUND - ' UTILITIES IN AREAS SUBJECT TO EXCAVATION,TRENCHING OR BORING PRIOR TO COMMENCING REIN®BRUTSAERTENGINEERING.GOM .. .. _ WORK. 2 CRYSTAL LAKE ROAD IS A PRIVATE STREET -~ � - _ - Project 1. CONTRACTOR IS HEREBY NOTIFIED ASSUMPTIONS HAVE BEEN MADE ABOUT THE CONSTRUCTION 3 THE PROPOSED PROJECT INCLUDES THE - -- .. ,. _-•,• e _ " SMALLWOOD HOUSE DEMOLITION OF AN EXISTING SINGLE-FAMILY C ... METHODS AND NVAS ORIGINALLY USED CONSTRUCTION, THET BUILDING. THE VERIFY THE THE COURSE „• -_ - •• _MECHANICAL ENGINEER: CIVIL ENGINEER: LANDSCAPE ARCHITECT: DWELLING AND THE CONSTRUCTION OF A NEW 2- OF PERFORMING INVASIVE TESTING DURING GONSTRUGTION,SHALL VERIFY THE ACCURACY OF THE - ••. C ' STORY,OVER BASEMENT,SINGLE-FAMILY "• ASSUMPTIONS AND NO lhY THE ARCHITECT OF ANY DISCREPANCIES. DWELLING WITH ATTACHED GARAGE. k --- _ TIl ED RADER ENGINEERING INC. WOODY CREEK ENGINEERING,LLC PINON SAGE �.,` .• •- - •- •- _ •• 1 1 I L - - CFF'',,��LLCC��'ii 7�GG� 8. CONTRACTOR SHALL PERSONALLY VISIT AND INSPECT THE SITE AND EXISTING STRUCTURE DURING 40690 HIGHWAY 6 SUITE E-1 551 N.MILL STREET,SUITE 201 100 REDSTONE AVE - . - q -" •• ••"' - "'- •- ._ 3/29/2018 THE PRICING PHASE TO FULLY UNDERSTAND THE SCOPE OF WORK AND EXECUTION OF SAME. AVON,CO 81620 ASPEN,CO 81611 CARBONDALE,CO 81623 4 NEW DRIVEWAY,OUTDOOR PATIOS,OUTDOOR SPA _ '"'"'^ •- AND NEW LANDSCAPING ARE ALSO PART OF THE . "' " •-' _ - -• -• Pnnt Date: Orawn�ByP Tel:910 845-1910 Fax:910 485-1522 TEL:910 429-8291 TEL.910 319-0816 -' •- "••-- •- 05/21/18 MT 9. CONTRACTOR SHALL VERIFY THE CONDITIONS OF ALL AFFECTED AREAS OF EXISTING E-mail:info@raderengineering.Gom CONTACT:JOSH RICE CONTACT:DEVIN GARDINER PROPOSED IMPROVEMENTS. - _ - •.. �.. _ __ _ , STRUCTURE/SITE AND SHALL REPORT TO THE ARCHITECT,IN WRl I1NG,ANY DISCREPANCIES BETWEEN CONTACT:DREW RADER EMAIL: EMAIL:DEVIN@PINONSAGE.COM ,. - •- - -'- -- _ '''''''s '..Ik' ' ACTUAL EXISTING CONDITIONS AND THE DRAWINGS. JOSH®WOODYCREEKENGINEERING.COM ZONE DISTRICT: R-15 - "" - • :: ,.. =pPp��-�tBF 111 : y 1 LOT AREA: -241,133 SF(TOTAL PARCELS 1 4 2) q0; MEN rP 1 10. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS,FOR ARCHITECT APPROVAL,FOR THE FOLLOWING .""'_ "" "'"• J ltl ITEMS PRIOR TO PERFORMANCE OF THE WORK:CABINETRY;WINDOWS;COUNTERTOPS. SITE ELEVATION: i1985' _SITE i C-4522 i LIGHTING CONSULTANT: ' ... •• •- "'-- t j. 11. ARCHITECT IS NOT RESPONSIBLE IN ANY WAY FOR THE MEANS,METHODS,SEQUENCE,PROCEDURES, NO.OF STORIES: TWO+BASEMENT -- yg 1 A. TECHNIQUES OR SCHEDULING OF CONSTRUCTION OR FOR JOB SITE SAFETY. THESE DUTIES ARE THE ALPENGLOW LIGHTING DESIGN INC. OCCUPANCY: R-3111t - S ' RESPONSIBILITY OF THE CONTRACTOR. 4341 COUNTY ROAD 113, CONSTRUCTION TYPE: V-B 14 q 5CH115' CARBONDALE,CO 81625 12. CONTRACTOR SHALL INSTRUCT EACH OF THE SUBCONTRACTORS TO BECOME THOROUGHLY FAMILIAR TEL.910 948-2631 MAX.ALLOWABLE HEIGHT: 25' Sheet Number. WITH ALL OF THE DRAWINGS AND TO VISIT THE JOB SITE/EXISTING STRUCTURES AND PERSONALLY E-MAIL:AARON®ALPENGLOWINOGOM INSPECT AND VERIFY THE SITE FOR COMPARISON WITH THE DRAWINGS. MAX.ALLOWABLE FLOOR AREA: 5,488 SF G 001 CONTACT:AARON HUMPHREY AUTOMATIC FIRE SPRINKLERS: REQUIRED 15. ALL BUILDING COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ©2018 Menendez Architects P.C. IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: 1411 CRYSTAL LAKE ROAD A PARCEL OF LAND SITUATED IN SECTION 18 — TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO A6pe„ r u SHEET1OF2 `� \ \� L I I �,Q1� /�//// 1 LOT 9 AMENDED Q GORDON/CALLAHAN SUBDIVISION QP ����. ,1 'I ,I 1409 CRYSTAL LAKE ROAD I I SET#5 REBAR s a C 1 CITY OF ASPEN &1.25"PLASTIC u%k \� , 1 �� BCL TRUST 'L WITNESS CAP �\ / _�� TITLE PROPERTY DESCRIPTION \ LI GPO CONTROL BECKWITT MANAGEMENTTRUST UTILITY EASEMENT 1 1 1 PAS.#28643 • 1 ` 1 I l J MONUMENT URANT&WEST (DURANT&WEST END) 1CCL TRUST PLAT BOOK 32 PAGE 99 , (5.0'WITNESS) CITY OF ASPEN ��. � \ A•' PARCEL I RECEPTION No.362894 O2 1707 MARKET PLACE BLVD#250 GPS CONTROL \ N \�• \ A parcel of land situated in the NE 1/4 of Section 18,Township 10 South,Range 84 West, X.k IRVING,TX 75063 MONUMENT GPS-18 I F • of the 6th Principal Meridian,Pitkin County,Colorado and lying entirely within ! .1 . Cil 'S ASSESSOR PARCEL s.oa I Og/ (SH82&MCSKIMMING) F L 273718146009 ' L ` �1CCC _ \ the Riverside Placer MS 3905 AM and being more fully described as follows: I I S. PROJECT BENCMARK 1 . ra�o v ' 3.0'PEDESTRIAN EASEMENT Beginning at a point on the Southerly bank of the Roaring Fork River, I FOUND#5 REBAR CITY OF ASPEN ./' BOON 729 PAGE 530 \ L 1' %,�� 4' �1,SITE, said point also being on Line 8-9 of said RiversidePlacer, /'' /'' r-- RECEPTION No.362899 &1 25 PLASTIC CAP o' 130 S GALENA ST .� P.L.S.#12707 y whence corner 9 of said Riverside Placer bears South 242.86 feet; ASPEN,co 81611 / /'/.•'/\ TT 3.00'� ELEV=7980.0' \\, . \ c v thence North 249.19 feet along said line 8-9; -'/'/'' L3.00'y 59B°00`001'�-- --—--—- 125 0 °P n thence East 125.00 feet; ASSESSOR PARCEL /.• f \ <o ?, a 273718100864 \ Z ai 02 Sri, c9` thence S 28°30'00"E 132.58 feet; /' FOUND#5 REBAR 9P s A�1 thence S 15°13'00"W 137.22 feet to a point on the centerline of said Roaring Fork River; 120 BICYCLE&&1.25" PLASTIC CAP 3.00' \ \-\ `\ ' ' 1- T'�,,''� y _ 1,_ thence West 2.54 feet along said centerline; PEDESTRIAN EASEMENT MAGNETIC �Q ✓?O v y r o 3 CO p thence S 89°53'46"W 149.71 feet to the point of beginning. PLAT BOOK 32 PAGE 99 SOUNDING 1�NF o� <!9y�z g g —-__-_RECEPTION No.362894__—__3—DO- UNDER ASPHALT \` ,\ �V`JO OG� y��J'� m N \ Is' t .H • • �`'o n j oP, yo s e PARCEL II PERMANENT OPEN SPACE ,\. \•T1.2 ,\. c'f`p' v b2 VICINITY MAP The southernmost parcel of land situate in the Gordon/Callahan Resubdivision A PORTION OF LOT 9 AMENDED ` \` \ SURVEY NOTES SCALE 1"=2000' as shown on the Plat thereof recorded in Book 25 at Page 75 as Reception No.329332, GORDON/CALLAHAN RESUBDIVISION p City of Aspen,County of Pitkin,State of Colorado,being more particularly described as follows: \-\ 0p, '•, 1) Date of Survey: October,2015,July 21,2016-September 20,2016 Beginning at the most southerly corner of said subdivision; FOUND#5 REBAR \ • Is \ &February 23,2018. thence N 36°35'00"W 135.00 feet along the southwesterly boundary of said subdivision; &1.25"PLASTIC CAP \ P.L.S.#15710 thence N 51°40'35"E 102.56 feet to a point on the easterly line of said subdivision; thence S 00°00'00"E 172.01 feet along said easterly line to the point of beginning. \. &September 20,2016, November 2016&February 25,2018. UTE CHILDREN'S PARK \` 1280 UTE AVENUE#16 SET#5 REBAR <7; ,\- \\� �\. &1.25 PLASTIC ,y61" LLI ' �'\. J\. 3) Basis of Bearing: A bearing of S 00°00'00"E between the Northwest CITY OF ASPEN WITNESS CAP o \ Pam.\ `p,\ boundary corner of Parcel I monumented by a found#5 rebar&1.25"plastic cap 1305 GALENA ST P.L.S.#28643 (50.0'WITNESS) 0 \•`; •P., P.L.S.#12707 and Corner 9 of Mineral Survey No.3905 Amended"Riverside ASPEN,CO 81611 o '\ O\•\ �A Placier"monumented by a scribed"x"on top of 0.5'x 1.0'red sandstone, h o '`\ as shown. ASSESSOR PARCEL •IN° O ..•; 10.00' 273718100863 Z 10.a'SETBACK TITLE NOTES �(D * EACH SIDE OF THE 4) Basis of Survey:The Final Plat and Development Plan of Callahan Subdivision \ 10.00' CENTERLINE OF THE recorded May 19th,1976 in Plat Book Sat Page 7 as Reception No.183889, \ RIVERSIDE DITCH cH i PLAT BOOK5 PAGE 7 The Plat of the Gordon Subdivision recorded August 16th 1983 in Plat Book 15 PARCEL II IS SUBJECT TO A FISHERMAN'S EASEMENT AS DEDICATED,AND GRANTED ON THE o PARCEL I ,, RECEPTION No.183889 at Page 25 as Reception No.252398,The The Final Plat of Gordon/Callahan AMENDMENT No.ONE,FINAL PLAT OF LOT 9 GORDON CALLAHAN RESUBDIVISION 1. PARCEL I I Ni n Resubdivision recorded January 4th 1991 in Plat Book 25 at Page 75 as Reception o .-, 40,813 sq.ft. ,\ ,\ 6,920 sq.ft. e No.329332,The Amendment No.One Final Plat of Lot 9,Gordon/Callahan \ 0.159 acres Z - 0.937 acres Resubdivision recorded November 4th 1993 in Plat Book 32 at Page 99 as \ \ Q GRpORT \ FOUND#5 REBAR Reception No.362894,various documents of record,and the found monuments, \ CENTERLINE OF W 26.03' • &1.25"PLASTIC CAP as shown. \ •- ROARING FORK RIVER CO --_ SN `\ ,\ P.L.S.#12707 \ PER GORDON SUBDIVISION LL 1' 5) This surveydoes not constitute a title search bySopris Engineering,LLC SE '\ \ (SEE NOTE 8) 0 1V NEST \` • p ( ) O _19 ego 00o ORV .6, \ to determine ownership or easements of record. For all information regarding \ 9f'i 2� \ 46.55' IQNC<fFy FOL NO ME \ \,Y easements,rights of way and/or title of record,SE relied upon the above said \. 2 6, \. m s rICRy 0i<r gTJoy \ items described in note 4 and the title commitment was prepared by \\ CHOP �S •p,, \\, O�` sTgJ�KFRogo f J ss,ZR, •�� \\`�,\.'\ 6,tkin 2015ountyTitle Inc.Case No.PCT24605 with an effective date of November \•\ LF�, \,\ o a-i `\ ` p •'\`� 6.) Basis of elevation:City of Aspen GPS control monumentation map prepared p a 9 ,\ \ , by Marcin Engineering LLC,dated December 2,2009,which is based on an \ \ p N ```` h '\` ,•\ elevation of 7711.98'(NAND 1988)on the NGS station"Q-159".This established \.\ \.\ o �n \ •• a site benchmark elevation of 7980.0'on the found#5 rebar&1.25"plastic cap `�\ P.L.S.#12707 monumenting the intersection of the North boundary line of Parcel \\ 10, \•\ \ \ I and the Westerly Right of Way Boundary of Crystal Lake Road,as shown. .\ \ S� \-� LOT law �. \ \ 7.) Contour Interval:One(1)foot. '\ . GORDON/CALLAHAN SUBDIVISION' • • 1415 CRYSTAL LAKE ROAD \ \ \•\ 8.) Those portions of subject property description described as the centerline of od '♦ �•\ HART H RODES&PATRICIA I the Roaring Fork River are dynamic in nature and subject to the reliction and o '\ •\ 3001 HILLSBORO RD accretion from the natural ebb and flow of said river. UTE CHILDREN'S PARK \ '\ SURVEYED EDGE OF WATER „ BRENTWOOD,TN 37027 ,�, 1280 UTE AVENUE#16 \ •\ / OCTOBER 15,2015 ASSESSOR PARCEL SURVEYOR'S CERTIFICATE POINT OF BEGINNING \/// IA N.S. \ PERPARCELI 273718132021 • PARCEL IIas CITY OF ASPEN \ TITLE DESCRIPTION N ,� 130S GALENA ST \ L. •\ "THE CENTERLINE OF N SET#S REBAR Thereby state that this Improvement Survey Plat was prepared by Sopris vl ASPEN,CO 81611 •\ • SAID ROARING FORK RIVER" M• &1.25"PLASTIC Engineering,LLC(SE)for '\ j� (SEE NOTE 8) ti WITNESS CAP W P.L$�#28643- ASSESSOR PARCEL •\ N — — — — 40.0'WITNESS) VALLEY GROUP LLC. 273718100863 .\ o \ POINT OF BEGINNING and PITKIN COUNTY TITLE,INC. N \ PARCEL I ROARING FORK RIVER GRAPHIC SCALE , I furthermore state that the improvements on the above described parcel on LXu 20 0 10 20 40 80 \' .. 149.71' S 89°53'46"W this date,February 23,2018,except utility connections are entirely within the ,l ` boundaries of the parcel except as shown,that there are no encroachments °r,' C7 ` EDGE OF WATER FOUND REBAR •� GOGGLE MAP DATED 2.54' upon the described premises by improvements on any adjoining premises, ti (IN FEET) 0 W &1.25"PLASTIC CAP • APRIL4,2015 N 90°00'00"W except as indicated,and that there is no apparent evidence or sign of an l inch= 20 ft. 0 N P.L.S.#12707 easement crossin•.�;;,•:,�.; eninganyPP g .PtECEIVEto • 4. part of said parcel,except as noted. op N (4.26'WITNESS) _ ... COMMON AREA furthermore -="cti4t4Ul H� operty is subject to reservations,restrictions, 3/29/201E In POWDER HOUSE CONDUMIUM • covenants ap;-a g '6 cord or in place. I furthermore state, o GENERAL UTILITY NOTES: '. the relativ .'•*i onal acC�, ,,,f this survey does not exceed 1:10,000. ASPEN ,`^Y, 1280 UTE AVENUE#16 5.:� ;6• '#s BUILDING DEPARTMF 1. The locations of underground utilities have been plotted based on POWDER HOUSE CONDO ASSOC LOTS 15A&15B i utilitymaps,construction/designplans,other informationprovided by1280 UTE AVE#16 ASPEN CLUB&SPA SUBDIVISION F' p g • ASPEN,CO 81611 PLANNED UNIT DEVELOPMENT ,.t FOUND SCRIBED c-I utility companies and actual field locations in some instances. These ON TOP OF os x 1.0' Mark S.Beck 'Li,;°•L,', s 43 uo utilities,as shown,may not represent actual field conditions. It is the RED SANDSTONE ASSESSOR PARCEL ASPEN CLUB REDEV CO LLC --- \ responsibility of the contractor to contact all utility companies for field MONUMENTING CORNER 9 273718156800 1450 CRYSTAL LAKE ROAD SOP R I S ENGINEERING — LLC N OF AMENDED MINERAL SURVEY No.3905 ASPEN CO.81611ASSESSOR PARCEL O location of utilities prior to construction. RIVERSIDE PLACER 273718170001 CIVIL CONSULTANTS `" Ln NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 502 MAIN STREET,SUITE A3 ACTION BASED UPON ANY DEFER IN THIS SURVEY WITHIN THREE YEARS CARBONDALE,COLORADO 81623 m AFTER YOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION Q YEARS UPON THE DETECTIC CERTIFICATION COMMENCED HEREONMORE THAN TEN I (970)704-0311 SOPRISENG@SOPRISENG.COM cc YEARS FROM THE DATE OF T'CERTIFICATION SHOWN HEREON. I SLOPE ANALYSIS EXHIBIT OF: 1411 CRYSTAL LAKE ROAD A PARCEL OF LAND SITUATED IN SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. Lr�7 i J r,„ `s•.N g CITY OF ASPEN, COUNTY OF PITKINL STATE OF COLORADO ep� , •o. R.aMI �� k .Aspen smr��,�� 5 _ Cew• I ' .'JV Ir"*"/' — -f SrA I' . � rto GRAPHIC SCALE v ury . 0 5 10 20 40 .. / 'I �_ II. ui4 ---, '-'? ____ r- 11 (IN FEET) /' i:� l inch=10 ft. -.-' ' cr • I /' �,• /, �� - vas ��� /'/' /' '• / /� EFFECTIVE I \ ,-;j /' /-'/..•/' /' 100 YEAR FLOODPLAIN PER �'_ i P \ - %\ FEMA FIRM MAP OF PITKIN COUNTY \` - ... /' .� '/ �/' ANDMAP Nu.ORPORATED AREAS Al , I a - \ �' itZA MAP Na.08097CO204 C �jV I." /' /i O`t$ EFFECTIVE DATE OF JUNE 4,1987 ' N J \ /� ,/ ' I�GE OF WATER \ '/. �,�i,. • 10-15-15 3 • It ( � A I VICINITY MAP \ /;- . . ./- , SCALE:1"=2000' ' i Color Range Beg. R Percent Area sq.ft. /' / SLOPE LEGEND ange End /�' 7 I 0.00 20.00 70.57 28802.65 /' 7 / i 20.00 304.00 5.29 2160.44 30.00 10.45 4266.87 • • $ - 1 8,00 ROCK LANDSCAPE i - - �\ `._ ! I ER 9.80 , 9 7.r4 44 W_� P og � 411011W� . 40813.00 14,'11I/ 'MEAN HIGH TERLINE! DEFINED BV I GARV BEACH ENVIROMEN; FIELD LOCAT Ju v u,zo1oo ll edge of Tit:andt hereforer Line is guite a the netblot area w lit higher abehe GRAVEL DRIVE - ONE-STORY smaller Please have your surveyor redo this sheet to WOOD FRAME I correct for the difference. BLOCK FOUNDATION 2- SINGLE FAMILY RESIDENCE ' 1411 CRYSTAL LAKE ROAD ` U / ,1 W • c8 ®ENTRY ELEVATION 7 855 6' Op•�_�'� , • 0 � (---- .. 4q 1' LOWER LEVEL O= 'w ,, 4 4 2 0 c6 • \ ACCESS DOOR ®�� tiO O�. �m ,v I /���I m24h 3� o1 p/1� Q H � 4 / •I ��� coo WETLANDS DELINEATION • o I o DEFINED BV II / OI \ GARV BEACH /, l7g I ENVIFIELD LMENTAL �'Iz ♦ FIELD LOCATED / JEXISTING CONDITIONS LEGENDp F / lULV 21,2016 W ~DILL o a HVAC �,� A ' v i' r —ut ut— UNDERGROUND TELEPHONE 0 UNIT F •/•► 4 ug �411 —uc uc— UNDERGROUND CABLE a GRAVEL DRIVE , i T3.p0, /zi ��' % —ss ss— UNDERGROUND SEWER LINE W w UNDERGROUND WATER LINE —ug ug— UNDERGROUND GAS LINE 2'DIAMETER ATTACHED CAR PORT /.'' , i CONCRETE LIDS W/CONCRETE SLAB 1 o- ROCK RETAINING WALL Ln r / FINISH FLOOR �• cy / �, O 15.0'OFFSET LINE FROM TOP OF SLOPE O 7984.7' o //,���C , TOP OF SLOPE L 05 /, V — — LIMITS OF WETLANDS i �p y� MEAN IDENTIFIABLE HIGH WATER MARK x o w ti � _ i / �, Q� /I I l 3 DECIDUOUS TREE / v Y O SURVEYED cy /, EDGE OF WATER /I . 10-1515 CONIFEROUS TREE RECEIVE �' 3/29/201� L � ASPEN m �' BUILDING DEPARTME4! /,' AL ..../..ei _ SOPRIS ENGINEERING — LLC N : , CIVIL CONSULTANTS o --- --- f_ / 1-6"-- _ 502 MAIN STREET,SUITE A3, � -, , V CA C RADO 81623 / i • * • / cm /�' �' (970)704ROBONDOPRISEONG@ OPRISENG.COM Li, ti m IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF: EXISTING CONDITIONSUNDERGROUND 1411 CRYSTAL LAKE ROAD -ut ut- UNDERGROUND TELEPHONE uc uc UNDERGROUND CABLE TREE DISCLAIMER ss ss UNDERGROUND SEWER LINE A PARCEL OF LAND SITUATED IN SECTION 18 SOPRIS ENGINEERING PERSONNEL ARE NOT TRAINED ARBORISTS OR LANDSCAPE PROFESSIONALS. -w w- UNDERGROUND WATER LINE THE TREE INFORMATION SHOWN HEREON WAS FIELD SURVEYED BY SOPRIS ENGINEERING TO THE BEST OF OUR ABILITY AS PART OF THE PROJECTS SCOPE. -ug ug- UNDERGROUND GAS LINE TOWNSHIP 10 SOUTH RANGE 84 WEST OF THE 6th P.M. o � ROCK RETAINING WALL / DATA WAS ACQUIRED PER PROCEDURES OUTLINED IN 15.0'OFFSET LINE FROM TOP OF SLOPE CITY OF ASPEN, COUNTY OF PITKIN STATE OF COLORADO THE CITY OF ASPEN ENGINEERING DEPARTMENT'S SUBMITTAL CHECKLIST. TOP OF SLOPE SH G1 ' .1 LIMITS OF WETLANDS 7i' LLLLLLLLLLLL� • LLLLLLLLLLLL� MEAN IDENTIFIABLE HIGH WATER MARK / /;.i' , I / I -3' /' TREE TABLE ���-� r� /�� • •�. - 1 KEY H TREE TYPE INCHES FE T •'' /' 1 TRD 5.75 1 .• n 1 2 TRD 6.45 1 �./ ' / I 3 TRD 6.75 1 • GRAPHIC SCALE -./ •• 4 TRD 8.25 1 10 0 s 10 20 90 '/ ° i-, I 5 TRD 7.4 1 11 41�� / I 7 TRD 51 1 IN FEET '/•.• Et" r10 .1�I "^ 1� �A�e 4j !Iir y. I 8 TRD 6.5 1 ,/I ISO3 �":Jww-v 's I 10 TRD 6.4 1 9 TRD 6.5 1 l inch=l0 ft. /' "�`* 11 TRD 5 1 •/ • � _ 161"P.M �A." 12 TRD 6.6 1 u 'I 13 TRD 5.5 1 /' Il EFFECTIVE1 y I • • . �1�/�,ts- • 300 YEAR FLOODPIAIN PER �� f. 14 TRD 5.3 1 •/ "� 1'�, � FEMA FIRM MAP OF PITKIN COUNTY 115 TRD 6.5 6 TRD 4.51./' /' '1 AND INCORPORATED AREASi' rAk. `� I 17 TRD 20.9 4 /•- �+(�'S `.. r� _ MAP No.08097CO204 C /'' ,O�`06\ -� '�.6/ J ^►/ lit; - 6 EFFECTIVE DATE OF DUNE 4,198741 19 TRD 4.3 SURVEYED 20 TRD 5.1 1 1Wi II Rta' ';F� � • pi/ � iEDGE OF WATER 21 TRD 4.4 � 10-15-1522TRD4.2/ /' /' k 23 TRD 4.2� A ly 24 TRD 6.6 1 . . 1� �' �► 25 TRD 4.1 /�' .�1r,N/ •(. 26 TRD 4.5 \ / ,1.[3'• '� -- 1 27 TRD 4 ; �� ti, E) I28 TRD 4.4 ' 1- T• �� 29 TRD 4.6' `yl- 130 TRD 4.5i, /� :1,..,. 31 TRD 7.6 1 ..---- ' .../ / / w� , �'+1N � �. 1 / . , i 32 TRD 5.7 1 �r/.,./q4: SS ',) 33 TRD 4.3 ' Alli• ./ ;��,.�1 '�$ * �► 7 /S / ' 36 TRD 5.1 1 - ' �� 34 TRD 5.1 1 '��I` `^" ` 1 35 TRD 5.1 1 nTr1 '1ia'`.r�A� J.�'> m � t f �� 1 37 TRD 6.1 1 ./•� t (ti : -1- y, 1l7 r_, �, l' - i 1 38 TRD 4.4 G 7 / � �� /� ��� 39 TRD 5.3 1 10 / `{/� J 1 40 2TRD'S 4.4 ;� � ?� 41 F1�t 41 TRD 4.5 42 TRD 4.2 r _ ,1 1 43 TRD 4.1 44 TRD 4.2 `\ ` ROCK LANDSCAPE ` 4' 4'1' � 1 / 45 TRD 5.1 1 �r ^ WywU _--`-�L 1t�1 pr I / 47 TRD 5.7 1 h4g • ut y��� L� f�*jY p Q I / 49 TRD 4.3/ • 1 1- 50 TRD 6.2 1 -� U9 ut ut , \I`� f I i MEAN HIGH WATER LINE ' S1 TRD 8.7 1 K `/ DEFINED BVUt ' ,1}r,' i 52 TRD 9.7 1 �,� `ri / GARY BEACH 54 TRD 5.6 1 wg ! i� t ENVIROMENTAL 54 TRD 5.6 1 �_� Z PARCEL I I FIELD LOCATED 55 TRD 6.4 1 'y`j� • • JULY 21,2016 56 TRD 4.6 �' y �� ,Wg :: / • 40,813 sq.ft. At , rSPo' 7 `' ! 57 TRD 6.3 1 •10�n to �� ;lee �j 0.937 acres rhililb.�1141 �i-` US, •'F7� , 59 TRD 4.9 1 1^ 4� GRAVEL DRIVE- 61 TRD 4.5 ^v ^� ONE-STORY 1 63 TRD 4.8 1 ����✓ ���r wg WOOD FRAME / 62 TRD 4.8 4�r/� � 7, BLOCK FOUNDATION 2 �✓ J ^�� \ ' 64 TRD 4.2 SINGLE FAMILY RESIDENCE �•�`�� 1411 CRYSTAL LAKE ROAD : I 65 TRD 12 2 w 1 Vg -4cir 1114 , 40 -1 66 TRD 10 2 r•'\ ,�`� �1 ; CO 4'' Q'd a 67 TRD 11 2 {' NC x FINISH FLOOR O t9 - I 68 TRD 9 1 `• GP go - m•' ENTRY ELEVATION 7985.6' '�O le r� 69 TRD 12 2 15 k- r 9 i O 2_Wc�r� 170 TRD 4.7 �/ LOWER LEVEL 14W, .r0� 10, 71 TRD 5.5 1 72 TRD i ACCESS DOOR a o p , se,/ , 1 1 J �' ti' lilt_ �R� 1 FF 7977.3' �111) 73- of ,+ ` 1 73 TRD 41 y Nkt if* , . Ix? ` 74 TRD 5.1 1 y' � ~'7 �•'f, 4.9 �„ + t I �T �i ' / 75 TRC 4 •� �I �� O a ' �- / 76 TRC 8 1 Imo\ �1��1 � - , 1N ° 7� WETLANDS DELINEATION 77 TRD 5.2 1 /o I o - I r ' " ;41 �� .y1 �� �� 1 78 TRD 4.1 �J - DEFINED BY /pt \ , T r- 4 _ y / .(�. *- GARY BEACH / 79 TRD 15 3 l7G ' �•%� L �.- S d , �/I��y �r�`���� 1 ENVIROMENTAL 80 TRD 15 3 Wplz e\ -� `� Cj \ _ ' 0 �/ ♦,a. 1� ,, i� 1 FIELD LOCATED / 81 TRD 5.6 1p CO FN'LL a�V .E I. / IN f?A A ", 1.0 r JULV 21,2016 i82 TRD 5.6 1z o V � r1 g ',l /�` 1 A����� J __ 183 TRD 6.4 1c-I ol J \ '�^/`+,m'�"-�7 HVAC / �, ' h`�� �A" 1 -/ 84 TRD 5 1 O t / � w9 UNIT ,,�^ /� J� j' / N_ `� ' ug +��,, •/ � '1::1� �'' _i 86 TRD 6 1 d ,., , GRAVEL DRIVE '' ar , �/ �� TRD 8 ' e w ue ue ue w ue �, �/ Imo' '� <C/ 88 TRD 7.2 1 Ln g) ` �r �' /4 ' /. OM �� \ / H TRD 13 2/ 'I TRD 12 2ATTACHED CAR PORT 11: • / 3 TRD'S 12 2CONCRETE LIDS N � fr / 2TRD'S 6 1' 7 /J ` I •I TRD 12 2 / I ;' ] ti'f,�. . FINISH FL' • `�1I �) I' Q 94 TRC 4 N O /� , __ / 95 TRC 8 1 di �. ,� . =�-INTir � •11 I /rf�•1 / 96 TRD 4.6 X N L. .nr - 0 * 2.3 ' J yyyrl1 '��4111c SURVEYED �O ^^'��t� cn733 ,�G � �/ EDGEio45�15TER `t.ns' DECIDUOUS TREE RECEIVE. / rts 3/29/201E 01 ?� CONIFEROUS TREE ASPEN /� N � � i BUILDING DEPARDF Alk V �I`: 1� ^ . co: `L�� � r� �, •� i/ SOPRIS ENGINEERING - LLC .�/ --'� CIVIL CONSULTANTS N , \1111.111..- -.11111111.11....-- e � �������.-� - - "iiror ' .-� � J 502 MAIN STREET,SUITE A3 � ;.#1W ��� vivo �, i (970)704-0311 SOPRISENG@SOPRISENG.COM Tr Cm Cr,\nn WOODY CREEK To obtain sign off from the Engineering Department on the1411 CRYSTAL LAKE , ENGINEERING Certificate of Occupancy(CO)the following requirements must be met. Minor Drainage Reviews •All Areas must be landscaped or stabilized per the approved plan. •All drainage features must be installed per the approved plans including swales •All temporary erosion control devices must be removed. Major Drainage Reviews: WOODY CREEK ENGINEERING,LLC •All Mine(see above)reviewcriteria mustbemet. •Submit an asbuilt survey of all drainage features on the property. •Submit a Gradingd Drainage Certificate signed bythe En of Record. 5 5 an ge gne EngineerWOODY CREEK,COLORADO 81656 •Submit a video gnDVD format)ol any connections made to the City's 1411 CRYSTAL LAKE ROAD , ASPEN P)970-0286297 infrastructure that shows that the connection is clean and in good working condition. •Submit an Operations and Maintenance Plan Agreement signed by the Owner W Right of Way improvements including sidewalk,curb and gutter,and other appurtenances must be complete. Alter all required documents have been submitted,a final inspection from the Engineering Department can be requested at 920.5080. NOTE:These are only the requirements of the Engineering Department C081611 Other departments may have additional requirements for obtaining a CO. 81i . .8 No excavation stabilization plan is / included the plan se Please L�// include an excavation plan. 1PP • 7.75 3r ECOOPerAve rD `3 ���� _ NOTES: H El 1. ALL MATERIALS,WORKMANS_IP,AND CONSTRUCTION OF PUBLIC v1a n r I IMPRODEMENTS SHALL MEET OR EXCEED T_E STANDARDS AND cn ��wanr Aver C C SPECIFICATIONS SET FORTH IN THE CITY OF ASPEN("COA")MUNICIPAL Ar O CODE,COA TECHNICAL MANUALS,AND APPLICABLE r �u00 LlCF -_ GloryHole Park Q St �O C STATE AND FEDERAL REGULATIONS.WHERE THERE IS CONFLICT BETWEEN .,icgs AA. /,••0- Pr 41 0/,05 c'' G' 9 THESE PLANS AND TOE TEC_NICAL MANUAL OR ANY APPLICABLE 3/16/2018 n L0 STANDARDS,THE HIGHER HUALITY STANDARD SHALL APPLY.ALL UTILITY 427• , a Q: WORK SHALL BE INSPECTED AND APPRODED BY THE UTILITY. y 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION / - SS/ONAI E�G`'�1 AND/OR ELEHATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS y wacwrsAiv. \B'.•1 BASED ON RECORDS OF THE HARIOU AND,WHRE POSSIBLE,MEASUREMENTS TAKEN NSTHEILITY FIELD.THEA NIES FORMATION ES NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. H The Gant9 3. THE CONTRACTOR SHALL DAHE ONE(1)SIGNED COPY OF THE APPROHED PLANS,ONE(1)COPY OF THE APPROPRIATE CRITERIA AND 7- If_ SPECIFICATIONS,AND A COPY OF ANY PERMITS AND EXTENSION N CD 41 AGREEMENTS NEEDED FOR THE COB ONSITE AT ALL TIMES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF 7 •" SAFETY INCLUDING,BUT NOT LIMITED TO,EXCADATION,TRENCHING, v — SHORING,TRAFFIC CONTROL,AND SECURITY. co E• 5. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE /r ,, Gel ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT \` 00 q` IDENTIFIED IN T_E PLANS OR SPECIFICATIONS,THE CONTRACTOR SHALL P O 106 CONTACT THE WOODY CREEK ENGINEERING,LLC IMMEDIATELY. U ``p 6. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO U �4• . w TOE LATEST REHISION OF SAID STANDARD UNLESS SPECIFICALLY STATED J Z 3 OTHERWISE. Y j 7. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN Cl_ a ACCORDANCE WITH MUTCD TO THE APPROPRIATE RIGI IT-OF-WAY (I)IP 1411 Crystal Lake Road J AUTHORITY(TOWN,COUNTY OR STATE)FOR APPRO AL PRIOR TO ANY Q 105 CONSTRUCTION ACTIHITIES WITHIN OR AFFECTING T_E RIGHT-OF-WAY. 0 TOE CONTRACTOR SHALL BE RESPONSIBLE FOR PROHIDING ANY AND ALL V! Q o ce 107 TRAFFIC CONTROL DEDICES AS MAY BE REDUIRED BY THE 0 00NSTRUCTION ACTIDITIES. a 7 jar L` 8. THE CONTRACTOR IS RESPONSIBLE FOR PROHIDING ALL LABOR AND w o a MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED Y al SHOWN ON THESE DRAWINGS OR AS DESIGNATED TO BE Q Y PRODIDED,INSTALLED,OR CONSTRUCTED UNLESS SPECIFICALLY J a Seheat NOTED OTHERWISE. U J ,Q '°^Ditch 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS < v-i O FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM (n Ute Trail >.•- THE SITE. >_ 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT C' a '9i'or '¢O ork River INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE U ,_ k Riv t. 8f�n�F CONSTRUCTION SITE AND ALAILABLE AT ALL TIMES. o l� 11. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE i �!S SCALED FROM ANY DRAWING.IF PERTINENT DIMENSIONS ARE NOT SHOWN, N . N- o CONTACT WOODY CREEK ENGINEERING,LLC FOR CLARIFICATION AND o ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. 3/16/2018 DATE OF PUBLICATION N_ 15.THE CONTRACTOR S_ALL COMPLY WITH ALL TERMS AND CONDITIONS OF 3/16/2018 PERMIT cC N TOE COLORADO PERMIT FOR STORM WATER DISCHARGE,TOE STORM v WATER MANAGEMENT PLAN,AND THE EROSION CONTROL PLAN. c, F' ' 16. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE w INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO ANY OTHER w EART,1-DISTURBING ACTIHITY.ALL EROSION CONTROL MEASURES SHALL BE Y s}/ MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS v TOE ENTIRE DISTURBED AREA IS STABILIZED WIT_LARD SURFACE OR o LANDSCAPING. o 17. THE CONTRACTOR SHALL SEDUENCE INSTALLATION OF UTILITIES IN RECEIVED I SUCH A MANNER AS TO MINIM! IE POTENTIAL UTILITY CONFLICTS.IN 0 GENERAL,STORM SEWER AND SANITARY SEWER SHOULD BE 3/29/2018 w CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY ASPEN w UTILITIES. BUILDING DEPARTMENT Y U } 0 ❑ICINITY MAP N CODER SLEET 3 X 0 100 200 400 800 I,V CO O Smnt 1"=200' 0 0 C 1 0 0 CC cc 6 Atorlik WOODY CREEK ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 —— _ / /// \ \ / // wOODVCREEKENGINEERINO.COM \'‘ \ \____ ____ ____ ___, --\ \\ o \ k 9) '0 rno� ,9 \\ �9� POMP/LINE m aro 19 \\ \ 9 (Tr D \ 0 ()J e O ,9 % \ /���� \�'V PB:0 \ / �� \)' / Jy6 El 11 4 �\\ \ \//� / I \ \mrn eye �\24 \ \ \/�j I \ mn \. \ 4 \ --'Gl_ =—f illell --1 \`O�\ _�_ �1 \ I gym\ ?��� \ �' \. \\\ \�66' V �•PB:1.0 PB:2.2 / 7\\\ 966\\ EB:1 \ V* \1\ [ \ \ 4 /' 1 / -k \ \ ' I \ \ r's.ORPD.O....I ` 0:::,:,-,0:'NDA A Ri / AREA=18851.96 SF I \ it� \ I V fillt.' ^ I \\\ \\ \\ 3/16/2018 itiii _3O2N7AINE ,'' ..I \ // II / I \ \ \I \ \\\\ �� 1 r ` \ IIo P6:1.2 V0 �PB:,� \' \-y/ A AVA \\\ \ AV 3 PB:2.0 , � A� \ \ \ \'_— __ . �� PB.2.4 \ \\ \/ \ \ \\ \\\ \ \ \ \ LIJ /t - v vv��\v " . A‘411)N,, „,, - v � v�"w 'N, - ,-, ----- ----- ----- 7'- ., \I N___ fj '( '"-.'--, , ----- ------- B 1.13 NIW \\ \� \2 \ \ \ \ \... / ems ��\ O s�� \SOkF� \\ „" / \9S\ \\\ x RO Th \ \ I \ \ \ \ 0^� \\ \ \ TPOFgO� \ ^\ U / \ P 0 \ \ A A AREA=21961.22 SF \ \ V ��66, V A� \ 'waoo� V \ V �96 9� :).9 v v A 798o, V — \, ,s6' vvAV�7seo uw \� \ v �s6'wW\ ���\ \ ' 79 _ \ \ _ \ '`99 6\-- ,,,,,,,,N,,,,,,,____ \ \ � � \ \ — \ use 6 Y \ \ \ _ us...__ _ _ — �s 4\... \� -\ '9y` — /�\ — _ ;y9sN Q a ,>,9 v \ ,-„,,,,N A 's?i \ \V A .9ez �y�a V NA s>> V �\ � V —'ssz \' C) J a \ \ \ V A V —7981, A\ VA _ A— 7/� —7981, ' ,� �9 \tee B \�S \ \ \ �� �798o I �) �� \) �,� \ \_�werrpEa �7980 ~ } 6. 79 \ \ N \ __ \ W.?UNE �� LL ir / n�..L.T rv_ EDGE r , W OW 3/16/2018 DATE OF PUBLICATION 6 3/16/2018 PERMIT 0 c, z (3 U 3- C O O RECEIVED 3/29/2018 w ASPEN w II Hunt-'EPARTMENT U 3- BASINS O N d 0 10 20 40 80 I: C 2 0 0 S�1"=20` 6 PROPERTY LINE WOODY CREEK ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 W OODYCREEKEN G IN EERI NG.COM EXISTING CONTOUR — 7��/ K PROPOSED CONTOUR —'/(\ v SPOT ELEIIATION XXXX.XX — — �� �\ More grading detail is required in this CONC. = CONCRETE .. 91p, 2 �N, area to ensure no runoff leaves property Spot elevations over lap and are _ PROM.LINE 03`0 CO from impervious area. _ ❑P= ❑'GE POINT difficult to read in most areas.Please 7979� J ^ ^ \� adjust spot elevations so that elevation a � )\\\; TD=TRENC❑ DRAIN and location of spots are easily 1 "m\ j - - \ '' \ this grading comment readable. ,-\ must be outside of TOW=TOP OF WALL 10� \\\\ ditch easement BW=BOTTOM OF WALL m '— Tx;. �99 q h UTILITY SERDICE ;°9-ppOLFNs= ./ ti ' ^m ` ,.,\ A 20'ditch easement will be required to be ;4p,oya�A Ric••Fo recorded.Please submit an easement exhibit E E=ELECTRIC ,-,3/16/2018 ,�'> �sik ` _••�o �a ;�5� \9Rm��\ as well as easement language for review. UG=UNDERGROUND GAS e• •J1 �7•� „:Ni s A \ SS=SANITARY SEWER 1 rS/°NAI�'G 1ittk 0 ��; I ' "�73 \ W=WATER � 1;' 1 e s6a.o, > , \ �i \ \ TiCPiONE LINE / 064k \oaa C❑❑CABLE LINE Grading is proposed outside of property limits. F,. � q Please obtain approval from neighboring property .' \ \I m r. ✓•' a` 2,: RIl, or contain proposed grading to the property. \ I / ''9 �0 ''\ `� \m\\ \. It is unclear which line is ditch setback.Please clearly WALKWAY \\ I ti. \ ,�� depict ditch center line and 10'offsets on plans. �V A' VvV�\ \ I\ ��:.�6; � ' \ ` BUILDING W \ •984.06 m\ 1k ID ON'19vN V AA\\ �\V I o` ♦ 5? �;. WALL e \ \\\I \ 19 �/ •', •..rM ��\9 ,. ` \ ` \ Please include top and �p �2� V A 006 �I o s bottom of wall 00 \ I I I / --`� 9`y.� elevations and provide G GAS METER \ � y i �, ': ''/ �_y/�- .�. detail. A 1 - � U 8300 ' 2 •:aa BACKFLOW PRELIENTER J z \\\ - ' , I` .8aas �`� This retaining wall o \ \ \\ ��'' raa.00 j. 37 \�� j__� must not encroach into AND YARD CYDRANT a \\ \ 984.44 ditch easement. �� \ U ��A \ �•983.03 �. ./4 Q _J )g8 •983.03 .76 F A ��� A , / ELECTRIC METER H 2 .83.76 \z,8,06 79e4 \m LE 0 > • 1.,,,,-\\ \ \N 983.03 P 7,9; v•83.50 \ .y• \A� QU \v �, ',r o� :13, \ p \ 3 E3 a s - �� �� �� \ ���\ • DOWNSPOUT (DS) INLET 11 Q •'17-79-7;:8-1-i- ,, f ��,�0' ��i O��irn I m '�` JJPatio drops a foot in this area.Patio grading ��,,y8 N ' t N -����s�`��,. � _ amust be modified to ensure no encroachment , q�,tikfl2 �yej Q >beyond top of slope occurs. :17\ �798 — \\ Wises N I- )- \ — sBs TRENCE DRAIN (TD) r > 9 �` —7988�ti r r� GUTTER (GU) `�WN6EA, �7960 w _/71 \" PIPE t is not cle- which lines ' _ >s>s are the TOS setback and NGNJo q NE floodplain.Please adjust �� 3/16/2018 DATE OF PUBLICATION plans to clearly depict \ � 1 w these delineations. FOUNDATION DRAIN 3/16/2018 PERMIT 'oRKgy — EDGE OF 5 PROPERTY LINE /4ATEq / NOTE: w / ALL ROOF SCUPPERS SIALL BE IARD PIPED w TO TIE DRYWELL.ALL❑ARDSCAPE SIALL BE 0)1-' E,E0`wa.Ex COLLECTED AND DIRECTED TO TIE — I DRYWELL. IF PLANS ARE UNCLEAR,CALL o WOODY CREEK ENGINEERING FOR RECEIVED CLARIFICATION. 3/29/2018 w ASPEN w WILDING DEPARTMENT . C GRADING AND O DRAINAGE x N a 0 10 20 40 80 E) C 3 0 0 3 I :1"=20' 63 6 I \ - PROPERTY LINE m " ��m c PROPERTY LINE --� , . o-E - - - V 'pep JOINT-(4) A I \RIM:7977.76 7979 WOODY �/ CREEK C \ INV OUT:7977.226'PVC WOOD 1 CREEK INV IN:7977 22 6"PVC °' �� 14e ENGINEERING '11.18'of 6"PVC @-2.50% \ / /� / \ \ \ i /I 'p62 681 of4"PVC@-2.50% E. '� JOINT (5) / --- ---- EzM7977aa �o°� V A WOODY CREEK ENGINEERING,LLC INV IN.7976.94-4LPV \ 1 \ P.O.BOX 575 JOINT- \ INV IN:7976.946"PVC \ \\ \\ WOODY CREEK,COLORADO 81656 RIM.4• .07 OUT:7976.946"PVC �� - \ 19m \ \� \ \ (P):970-028-8297 INV IN:7B76. 4"PVC �_ mm INV IN:7• •.526"PVC a I INV 0411‘. \ " ,_\ .p h \ \ wOODVCREEKENGINEERING.COM .�76.52 6"PVC v .,Q♦ �, / .> m \� \ 8.28'of6"PVC @2.50%� C♦ �� R." m� Q. 'p68N I 'p6, ♦♦<6.83'fi PVC @--2.50% , "84 Pr'''' ry \\ \, \\. \ '• INLET-(8) p66, \ EXISTING CONTOUR 3 • -� INLET-(7) \� \ \V A �) �' �_ IM:7sea.00 � RIM:7984�� \ PROPOSED CONTOUR8ii . /i%�. A ♦• IN IUT:7977.396"PVC ,o• ? INV IEy'r006"PVC IN:-(6) \ S. INV, 7978.006"PVC RIM :'00 \ \ \ \ \ '' • INV IN"78.286"•'C \ <��0'of 4"PVC@2.50% " \� A\m \��� \ ♦ \ VOU978.286""k'C Please include �• 94of6 PVC @-2.50%' \ \ SPOT ELE ATION XXXX.XX \ 9.38'of 6"PVC 2.50% d inverts,size,rim • i ' I'‘4o JrINT-(7 @ INLET-(4) '' 15.83'ef fi'PVC@ 2.50% \ \ \ \\ CONC. = CONCRETE Ilkepl elevation,and floor , ,:797' RIM:7983.50 1' elevation of drywell. I / I l IN ,n:'PVC • INV IN:7978.45 6"PVC � ��. IIJL�T (5) \ \ \\ \\ \ \ P= IG❑ POINT • INV IN .29."PVC 9' ` INV.PUT:7978.45 6"PVC IM 79 9.39 \ INV T7978.456"PVC I v us7 6 s"Pvc \ TD =TRENC❑ DRAIN I A I \ INV Ur.7 ..:.�^wc INV OUi is78.as 4"PVC �1 �.��� b \ \ \ INV OUT' 78.456"PVC i _ � ,7?' ♦� � '\ � \ TOW TOP OF WALL I \ \ ea' BW=BOTTOM�I I OF WALL U a 6sr This contour doesn't make sense. ''" o Lf,, •- ,3 0 n\ I \ I� RIM:79 3.33 e� .., Pleasenat ustcontourto match radin \� _ , 0 ^FNsF. I I �I I \ INLETB-(3) 9 �, \ \ \ \ \ \ \ UTILITY SER ICE o Z gg.. ��� INV OUT:7979.066'/PVC off♦ p6y .7984.E I g g. \ Up A`'••. 1 m. I 3.78 ryo` ♦ i \ \ \\ \ \ \ C' E .'oyN "P/'••o l <� a. ✓ \ V A '• E=ELECTRIC 3„6,20,8�; y . '° �� i ' \ \ \ \ UG=UNDERGROUND GAS f 167•- �, o• 7 \ 9 V �c• SS=SANITARY SEWER a \V A \�\�V A ��\ \ • 2, I �C � A \ W=WATER ssaNn��',, \ V AA \ V A A V A �' \ % JOINT (2) \ \ \�\ T❑CAP❑ONE LINE \ \ \ \ \ \ '\ \ \ \ �, • • s6a.:: / _, \\ t IN 7979.416'PVC \-- \\ \ \ C❑❑CABLE LINE \ • / % INV O :7979.41 6"PVC \ \ \ \ \ \ \ ; \s84.os .lea^ \\\\\\ \ \ WALKWAY • -(.) \ 'LET-(.73\ \ EMMENI ' I \ \ \ \ \ \ I JOINT 9'S \ 1�L10.22'of 6"PVC@2.50% • INV IN:979.666"PVC INLETRIM:983(00 \\\ \ BUILDING W \ of• _ 3.33'of 6"PVC@0.60% \ \ \ \\ \ \ \ \ \\ \ ' ,$ \9O s, C�.\� / / � �\• INV-0 :7979.66 6"PVC V OUT:7981.03 6"PVC � \\ \\ \\ \ , \ \ I A _ ��� JOINT-(8) / ` •, � ♦ � Y \ \ \ V A V d RIM:7979.10 '�♦ \ WALL 4 -/• , QOOUT:7977.00 6 - .0,, \ , ♦ \_ \ \ WALL/'1 \ \ ppo 4•u' IN:7977.00 6"PVC • ;p '•JG� • -3.♦ \ \ (9 �49�i \ \ V A\ \ 1\\ I\ ��. IN:7978.65 4"PVC •6, y♦ ♦@JA\ \ , ,:, A� 6A ♦,� \ \ \ \ �G GAS METERv \ vSP • v \ \ A JOINT . e��6 ♦ ��• ♦��Q m C V VI \ �� • 4.06'of 6"PVC @ 2.50% O h 'V,/ `�Sp! �tyh \\ °'�\ U \ \ \ \ \\ �\ \ I , \ m ova y` RIM7980.8 _ ` • ��'�JOINT-(1) � \ \ \ BACKFLOW PREENTER J z 3 INv IN:7980.22 6"PVC RIM:7980.90 \,� V A V v �� ��� o . © •� INVIN:7sao.35s"Pvgea° V\�\\ �- W AND YARD _YDRANT �. INV IN:7980224"PVC 2 LL �i \ 'L , V IN'7980 35 4'P . I \ \ �'N, ` INV IN:7980.22 6"PVC �-S• \ \ \ \ < w �� v o• INV•, :7980. PVC 1 ` a I �,` INV OUT:7980.226"PVC ,,6, ,, \ JOINT-(3B) AL /� 984��- 2 0 \ �\ \ \,�\ / 6d�N '... 2.99'of 6"PVC @ 2.N. 44�,•' ?S� • � 6�pof � ''',E,' �V A E ELECTRIC METER Q } �' ' JOINT-(8A) 2.98'of 6"PVC 0.00% - 7984 00� �J84.46 D r \ < , A � A @ q @2 9.46'of 6"PVC @ 2.50% CO Q \ \ ' \ // ` .� -JOINT-(8B) /J / Spo \/ v� A �` V�� 1.81'of 4"PVC @ 2.50%( I \ V \ \ ,, �� `� `•� JOINT-(3C) 84.44 . DOWNSPOUT (DS) _1 ,\ `.o \ \\ `` ��V// 4.51'of 6"PVC @ 2.60% 1. \ LLJ 'mot 3.62'of 4"PVC@1.01% ♦ • I \ `-' Et �.03 � � ♦♦ i \A INLET ^ JOINT-(3D) .s..47'� \ F • V ce A �p A �� \ 7984 �V > TRENCHmilI DRAIN /1 .: \ \ vJ U \ (TD) r r \ \ ` 3 3'33'of 6"PVC @ 1.00%�83.03 tlC 7983.4• 'gg�,�0(8C) \,\ �; / �\ �\ 99 Runoff must be discharged in a \ \ \ \ \ \ \�� @� �� ''N 'oo` JOINT-(BD) / p \ P " 1 GUTTER (GU) 'Cr o historical manner.Please include a \ \ \ \� @/• -8.00'of 6"PVC 1.00% .• '- / \\ \ V spreading mechanism at outflow. \ ` �'e , 2.91'of 6"PVC @-1.00%, vf' m �T, N- .- L,1 • h \ \ v ����� N. � �� • ' ��" �O PIPE o \ \ @ \ \ "� / T 3/16/2018 DATE OF PUBLICATION \ \ �� // 3/,6@0,8 PERMIT Ld �� cL o N, \V�SOPO s �� Riii • �� 7li FOUNDATION DRAIN H P Ops Inlet Basin Note (leg(cfs) Inlet TypeVNIv V� ��PF� v A :\''' w �� W ,,,:, Inlet 1 PB:2.3 0.461 NDS 18'Steel y \ \ - \ �� 100 FL000PLanu 4,6,,....... 96j� \ _ _ \ 'p6j ECEIVED Inlet 2 PB:24 0.093 NDS 9'Square Foam V A v - _ _ 66 3/29/2oia w Inlet 3 PB:2.0 0.027 NDS 9'Square Foam ' �s/s A ��� p6sV ASPEN w Inlet 4 P6:21 0.027 NDS 9'Square Foam _ - - - - 's6Q ILDINDDEPARTMENTce Inlet5 PB:2.2 0.096 NDS 9'Square Foam �� -797 _ 8� �� \_ - _ �'p6� GRADING AND o Inlet6 PB:2.2a 1J3basin 0.006 NDS 4'Round Brass �'p'�A w ���� A �� - ��p6z DRAINAGE ❑ Inlet 7 PB:22a 1/3 basin 0,006 NDS 4'Round Brass \ _ o Inlet PB:2.2a 1/3 basin 0.006 NDS 4'Round Brass N\ ��= -7981� N ' o Trench Drain 1 P8:2.5 0.038 Zum-706 HDS Ni, �� \, �a� io pELINEA�� _ ` 79ao� \ 0 5 10 20 40 I C 3 O 1 TrenchDrain2 PB:5.0 0.175Zum-706HDS I per, py\ pis �\ -� _ �_ - sue,'=,o' \ \ `7979 6 WOODY CREEK ENGINEERING WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 W OODYCREEKENGINEERI NG.COM SI=N®0•ED6 m Polo PROFILE 8 I ® 7986 1--,11 pp i 1 \---"N -------__________ -0.010 2.330 EXISTING SURFACE PROPOSED SURFACE \/ •'� pPP0 ..!!"Frys •Crs o c: i 427, I ----ss/ONAI G`"'' 7982 7981 I I I W c- 7980 Q 00 J O 7979 2.91'07"PDC 0-1.000 31.35'ISS"PDC 0-1.000 0 o 20.88'DIT"PDC 0-1.000 I m Fey H . U7977a o w_,7976 U a u) } U 7975 _ -0E00E00 0025 0050 0775 1 0 1 5 1E50 1E75 1E92 0 m 5®0 o C r p 0 u_ 3/16/2018 DATE OF PUBLICATION 3/16/2018 PERMIT w ce 0 z Y W 0 U 7- a O O RECEIVED 3/29/2018 z ASPEN w 'ai nI WISE.IEPARTMENT Lu U 7- o 5 PROFILES 0 0 0 5 10 20 40 SEEus 1"=10' x O m o_ $O®0.5 1 2 4 C4 0 0 0- 6 NQ®NC®Qm6 Ol PIDO PROFILE 7986 WOODY CREEK ENGINEERING 7985 EXISTING SURFACE WOODY CREEK ENGINEERING,LLC P.O.BOX 575 PROPOSED SURFACE WOODY CREEK,COLORADO 81656 7984 — ' (P):970-429-8297 r WOODVCREEKENGINEERING.COM 7983 �� 1 Lill — —� a�r PDC IND OUT:7978.28 6"PDC INLET-(4) INLET-(7) INO IN:7978.28 6" I . 8ii 1.81'074"PDC 0 2.500 28.29'Mr PEC 0 2.50❑ RIM:7983.50 RIM:7984.00 , 7982 IN t IN:7978.45 6""❑ 1 II N IN IOUT:7978.456"POC INO OUT:7978.006"PDC IN I OUT:7978.45 6"PDC IN IOUT. ',:. _-- , I IN ET-(8) IIIIII"."1P/III4r �' IN IOUT:7978.45 6"PDC INLET-(2) RIM,7984.00 7981 �� RIM:7982.73 INOIN:7977.396"PDC �' . IND IN:7979.666"PDC INO UUI:/9//.396"PDC INO OUT:7979.66 6"POC 10.22'016"PDC 0 2.500 7980 liii' / ►_ ,,o�PpO LIpFN-_ �+ Please include utility crossings in ; 3n6/2010 " profile to ensure no conflicts exist. ! 42 j 7a7s • � j 18"inches of separation if required -. ,,\ �� at crossings. tilb I�_' , _ _SS/ONm.e*,,,r `, 44 ": ".83'016"PDC 0-2.500 .. 7978— 11.18'0E6"POC 0-2.500 6.94'01:6"PDC 0-2.500 ;I; 10.94'016"PDC 0-2.500 7977 4� W 9.38'016"POGO 2.500 7976— 8.28'016"PDC 0 2.500 00 J O 7975 0 -0E09070 0E25 0E50 0E75 1E00 1E25 11750 1075 2000 2008 Z o S® �a. a < a H Q ce 4 mi SmIEDrO®O❑®PROFILE I:0 y Ll 7 Ct W a 7985 a Y w -EXISTING SURFACE Q Y U J u) >7984 O PRO SED SURFACE -I U I a 7983 SI j E, r a O c_ 7982 77.09'034"PDC❑ 1.000 3/16/2018 DATE OF PUBLICATION m 3/16/2018 PERMIT w o- 31.61'0=A"PDC O 1.000 w 7881 w 0- O Y O O 7930 RECEIVED 3/29/2018 ASPEN w 7979 DEPARTMENT !al III nIN(= 0_ O 3- 0 C ate PROFILES 0 0 5 10 20 40 x 7978 S07@ 1"=10' O m -0E00E00 0E25 0E50 0E75 1000 1014 S®® 00a 0.5 1 2 4 C40 1 0 SITU 1"=1' U 3 6 NIDS We put water in its place We put water in its place Z706-HDS oxsxE ZURN s ns31WIDE REVEAL FRAME AND GRATE SYSTEM s`F`I" Vehicle Tracking Control(VTC) SM-4 Silt Fence(SF) SC-1 ITX TAMES., rnG' GRATES:STANDARD,DECORATIVE&METAL CATCH BASINS CATCH BASINS X,„.miwmmc».,ens..n�wwaau.,mww.mm.»..,a�.om».wum Brass 8 CY, me Grates 18"Cat h B S es(Door nuEL B"Catch BasIn Sena awu a ®®® MEM ® ®®® ®®®® ®® =Ma .P�x. .M e�.O WOODYK p I l r �� gzog gy, ENGINEERING SF CREEK '' fig' A' _,�.w•.„w�., ®®®®®®® ®®®® ® in ,o .x ,o Iowa] -I »., o II NI ®®®®®® I� ®�®®: �� » .m»»� ... m..�m.r� r '>i,Sit r.p4 WOODY CREEK ENGINEERING,LLC p ��z_•- P.O.BOX 575 ' I a�.v •".". "". m., .. y.:»IT..,n.. mow.,'\ ''•"\ —` WOODY CREEK,COLORADO 81656 k ::=::::—— 4g 18"Ce PDnem Paris ,. `��1 \ n w. 7� �m (P):970-42s3287 £'f °� ` 51LT FEry WOODVCREEKENGINEERING.COM .m» ma's„ ..�...� r;rr ®®®®® ® IBMx arm wv"w.w,xx i - omi te ®®®®® ® Iyw. ,•••••••,r I� ■ -. SECTION A ._"cwr+.nn.m ,. , a x .,m nE xo minxes ------ w, .. ®®®®®®® SFfTIGN f 1 - � �'m 1TG 1 AGGREGATE y1•HIGIE TRACKING GONTRfa .mm om.�."'" ®- ® — $F t SILT FENf.F b Product Catalog 2016/201T ,o,.�eaxt Caw.Raw e,»,�a=we�sawxe�.,,ndsPro.eom o ,o,.m.o.r- .aa„xe,.xe..w.,.ax.w,ndsPro.eom ....W.°,• ma.m«R a...A� �. .xe. z,re.xos n..an..wa un.,.w»m,o.wmw.om.,.w�w.l vm,xw., `''c-' „m�mswmlo uwnsm,,,m,..,.a,v,.wwa vx w.l sF-, \ , 111 0.25 r 2.00� a } 2.00 Please label hatching. .in 0,00 LI5N 0�o I s/I I • i it is i 0.67 SS/ONAI OG I, 'x�� osm awo mLca p•i•s• _�� �,� d ;� /Pipe will have standing water in it.Design •iF= —_ 14:0•7�0*.:should incorporate no standing water. .Ia. roe. ) A 1.00 a.Oro- a i ':i.L: 4 • ,• • 0 67 W wla� :1�: 4r _ 00 • 0.52 =1k0=� • 6.00 � 3.00 CO 0.52�.4 v.. 5 < CO cD� � Q U w J J Z DRYWELL DETAIL Detail doesn't appear to include the bottom of W ~ drywell/gravel.Please adjust detail to include U) } SCALE: 1"=2' (no entire drywell design. Q Q o Q 0o w Q 12 Y Q N U J J Q o ce l a w o w w H 3/16/2018 DATE OF PUBLICATION CD 3/16/2018 PERMIT w Y w ce K U r 0 O O 3 Z RECEIVED w 1±1 3/29/2018 o r ASPEN o PI HI NW,0EPARTMENT o X O DETAILS o In O C500 UTILITY SER❑ICE ` E=ELECTRIC WOODY CREEK /SS UG=UNDERGROUND GAS ENGINEERING SS=SANITARY SEWER N i W=WATER IT❑I PrONE LINE C❑❑ CABLE LINE WOODY CREEK ENGINEERING,LLC P.O.BOX 575 SSWOODY CREEK,COLORADO 81656 / (P):970-429-8297 W OODYCREEKENGINEERI NG.COM 4.' 5� 5� / / \ 5� 1111 Water service line depiction must extend to water main.Please depict 5� \ entirety of water service and water main tie in location on plans. \ F 7jyr:wPm 4 ` A It appears pump station is within 10' _ e�°_ PROPERTY LINE _ _o Im�'mm� ?� \\\ \ setback of ditch.No structures are allowed •••••.. Is electric service utilizing old service r J8O �seEPMNN.oE a °" �1 I )\\t9��, within setback.Please adjust design. ,�o�pp..........10FNs PEA��....EaoEP.�,MEM�„� /�/ xEw�ax.wExmPPE line?Please clarify electrical design -� Sec' Rid+,Fo and verify capacity as tie in locatioM I.. 'e :�, m "� 3n6/2o16 F \ �� gypA �'. "':� _ ems... r— \ `�� SSIONAI E��r,i, ,,9Bg3 , poi I ......•• l— ii.,,,.:—,441‘.°:f---;' /`_ `- \9°s\\\ Please remove all existing utilities that \ plan to be removed from plan or call out .g.,, ti PEEP \V removal. II \ m \\ m1 V J\4 , LIJ / ,..A. „,,,, c , \ ‘ % (0 < — \ \\\ \\ \\\ \ 1-. ' \', \-\\ _1 0 t , \ \\ \ \\\ , \ \\\ A \ 0 ,,,Nw4` , / • \ \ Z- LLI AOrr V A , fotr.„.., \\ :• /. �� � (n \V A \\ \ y� :: r��, N 1/4 41,"( \ (1) r N./ \ 4 i\\\„, , :\\\ \ , ... \\_, ,,,, ,i, \ , 1 \ \1_,. \ ,,,,„ \ ,„,, „,,,„, \,, \ \, ,,..„.., .--4„,,, .A. \ \ \ ,\_, ---- __ — _ ,,-- 44, I'\ ,\ , , ' L, 1 ,I, < \ \\\ \_ --_, ..__-----_,,— -,., _ _1 (...) _1\\ 7 \--\ \\\ \ \\\ 7 s A \,�j \ ���FS(p�pE \\ _ `WAS P \ T \ S cs vJ U ''''' '\'''- 441114 \ r �1\\ W \ OF[oAE , a \ �� A v A � N — i N i \\ \ �.V A lse 0 a A v mELNNo a, 9• � '9 o \ice \ _ \ \�7980 P N \ \ )9B� o T\ �9j� \ \\ \ yB2 \., 3/16/2018 DATE OF PUBLICATION M \ � _ \ '� \ � �� =\`\ 4:, / �798- 01 3/16/2018 PROGRESS 9) Sj 9j B> \ ce w �\ �HIGNWAT 1� ///{R IINE - \� LJ CC %q,,,R EDGE OTTER Q / PROPERTY LINE / U RECEIVED 3/29/2018 `DF W"'ER ASPEN w nu,DEPARTMENT o, U } 0 UTILITIES a X O 0] a N U 0 10 20 40 BD I; C 6 0 0 0 SIMI1 1"=20' 6 UTILITY SER❑ICE ` E=ELECTRIC WOODY CREEK UG=UNDERGROUND GAS ENGINEERING SS=SANITARY SEWER W=WATER T❑I PPONE LINE C❑❑CABLE LINE BOX575WOODY CREEK ENGINEERING,LLC P.O.BOX 575 WOODY CREEK,COLORADO 81656 (P):970-429-8297 W OODYCREEKENGINEERI NG.COM _� ����� q�\ Sediment \ ' °� \��a \, \ i •containment should _�, s's PRo"F=L"F �mm e_-- ;not be crossing ss sec sec_saa 1/ ,4/-'� \\), :Tracking Pad or a� r/%/// //him �° \�\ Paved Surfaces. m°o .•9hUA ow I \ �x - /%/ \\\\ 3/18/2018 F Maintain erosion and _- f° • ,— ,� m t sediment control _--- ( �\\ \ \ ] BMPs within limits of - I j `�9aa - �\�6' _'"y;••••-• ��� the subject property. ( \ I •-•_S/ONAt.E„ ,k,,g,H, ,,,, , i I / ''-s., lhai 1,E , / . 111. \\\\\,,,A , \ ^\7�, \� 1 , aim \*� t, \� -� \' W \�\\\�VA A\ �a�� A \\ The SED must stay out I \ V\ \ X \ V �� \ of ditch easement and00 \ \ y\ \V�y, //`�A \ \ outside drare no ball O \\ \ \ trees that are not being 1 \ \ \ �\ \\ requested for removal. QLii 4\/ \ H <- , I\ ‘> lb/ ,, ,, ce ., 4 1 it % ›- 2 \\_, -- \ .. \ \ X , \ w Q \ \ j , U Q rl \ `2\ \ \ \� SLORE // 0^�\ \ • I \ sib' \ 1 ,�'00 >- _U I v v vV�7sso floauPuiN ���9�e� U 0 �_ V —7981, '9 ,9 9 �'9 \`\ \\" Oa_EfNFq / �7980 3/16/2018 DATE OF PUBLICATION Q /T M 'a s 's \ \— _ 3/16/2018 PROGRESS 1 �NIGNWq RUNE l ce gkgq� FWEOFyAiEq Lu q / } PROPERTY LINE RECEIVED �o`WgrE 3/29/2018 R ASPEN w BUILDING DEPARTMENT 0 EROSION AND o 0 SEDIMENT o CONTROL o N 0 0 10 20 40 80 ;, C 7 0 0 ...1"=20' 3 6 TREE PROTECTION LEGEND TREE DISCLAIMER �A�UPK SOPRISENGINEERINGPERSONNELARENOTTRAINEDARBORISTSOR EXISTING TREES CRy Ro ND Use red ue t denote TO BE REMOVED LANDSCAPE PROFESSIONALS.THE TREE INFORMATION SHOWN HEREON 6 trees requested for WAS FIELD SURVEYED BY SOPRIS ENGINEERING /_./--,.j- removal. TREE PROTECTION FENCE TO THE BEST OF OUR ABILITY AS PART OF THE PROJECTS SCOPE. II1011 sage / -- / .•� / �- DATA WAS ACQUIRED PER PROCEDURES OUTLINED IN p / THE CITY OF ASPEN ENGINEERING DEPARTMENTS SUBMITTAL CHECKLIST. landscape architects _ - / - I 700 redstone ave // -1� 1 I TREE TABLE TREE MITIGATION Carbondale,CO,81623 /�fig" 91 // `\>'�PROP I / KEYfi TREE TYPE INCHES FEET devin@pinonsage.com // V �,, -\ , - \n�INE / ) 1 1 1 I ' / 1 TRD 5.75 12 5.75 (970)379.0816 P -i i a/ � ,,e, �1,' \�\�/ / /I I I I I 2 TRD G.45 12 6.45 C,\l , / / /i / 3 TRD G.75 17 6.75 Sew / / X1,70., �� / 1 I I ( 4 ran 8.25 1G 8.25 1.0 ' / ti r / 5 TRD 7.4 15 7.4 6 TRD 7.2 14 // '��� "w�11 �0# �a7 \ / / / �� I I 7 TRD 5.1 10 /N �r TI \� ) / mil\ I I 8 TRD 6.1 12 6.1 • i i i \"\G ,, " , � , li ,.. 1 - / 9 TRD G.S 12 6.5 / �5voE�i y ti�/� �I��� / / / / c 1 I I 10 TRD 5.4 10 / i i \\tER i i •. A5'�1 , \ / / )1 �` 1 11 TRD 5 10 / /���. ��� / ti A`� �\ / ` / / / I 12 TRD 6.6 12 6.6 W G� 411,./ r / 1 1 / / P. I ,e �' / -M ZI w ' 13 TRD 5.5 10 /� ///� i . \'IGNS�� // � ,if�'(�M:�, .. / / // pi I 21 I. ? I �� 14 TRD 5.3 10 v 106y / I ' Q �� ' I 15 TRD 6.5 12 6.5 7 / i - �'+l ^ / / I IZ -F- Fw- 16 TRD 4.5 9 L / �'- / � L•/. i / Q Q I 17 TRD 20.9 40 /�--�� // \ • �����►f / I / O, /3 -- 18 TRD 4.6 8 � i :?w� ) ■:7f / 1 , 1 / IO' 1 19 TRD 4.3 8 Q i� ������ �� iPry i- ) ;� zi / 1 I - 1 I 111 Z �!'�2 1 1 w 20 TRD 5.1 10 / /�i� i �, _ / I 1 1 . / 1 1 I o I 21 TRD 4.4 8 CO ` / r'-fl-•' / \ I�,*� I' t °J w 22 TRD 4.2 8 / _ ' 10* '' �i�/// / ' /- /�� '1� ..n // (/ 1P� \I V /i' /i s5' / // I 24 TRD 6.6 12 6.6 ��// Q // /��,j9 _ 25 TRD 4.5 8 Ct i�/ y �q j Yid � i ----- � �''�;111 /�,� � '' // /_. �w11116 I 2G TRD 4.5 8 i / i / / i i �1 •J _,j.. I I 27 TRD 4 8 L1J i j j / - 6 / - 1 ♦ '� J . / 1 29 TRD 4.5 8 O 0 �.i / / / 1 I 28 TRD 4.4 8 Y i_- I __ ��9�' 9� / _ / '�� 1�1 + , / l �// I I'l�' �l: 30 TRD 4.6 8 Q / -- / / /Ifr / / Tom. " ,, �/]1 �� /.;. // 1 _ f ..1`-r f� •' I I 32 TRD 5.7 11 O J / / ' '�»�'' I 7 1 1 / Z �`r`"Pjr+� `I" I I 33 TRD 4.3 8 Q / 9 31 2 1/♦ / 5- I \ 1 1 34 TRD 5.1 10 O O/ ` \ I Ti Ni.... -) / // oa - %� I. VI 35 TRD 5.1 10 J } U �p y 9- / O I , 'I / 3G TRD 5.1 10 Jct r' �, / OI rn I / I 37 TRD G.1 12 6.1 Z / < -_- 4 �� �,�� / / / a / I I 38 TRD 4.4 8 LLI _ \ ------ 7963 ��P� s `��Ij / / // / / o- l ' l I 1� T 1 no 2rao's 5.3 10 U CL / / • / �� � / ) I / / !i- I 1 41 TRD 4.5 8 / L f / / / N / /� I /,f/ / l I 42 TRD 4.2 8 V J Q / st r l / / lel O • d fr n/ / II43 TRD 4.1 8 0 / // \ ��� O / 1� ^ / 1M1 TRD 4.2 8 �/ /. l O® l / , I as TRD 5.1 1D BUILDING / • * I \Lc /� \ / / //4 / / / 1/ / I 4G TRD 4.1 8 3t ♦♦� 6 N l ® /p '~° / / l I I 47 TRD 4.3 11 PERMIT �� / 1 , / \ / I l 48 TRD 4.3 8 ��yy I / / / / / 1 I19 TRD 4 8 :1"1►,,v ,'j ,. // l 004/....- s/ \\i L/ / / / / / 4 / I 50 TRD 6.2 12 7� j I 51 TRD 8.7 17 ��,/ � � � 52 TRD 9.7 19 / ,j,,1ti 'r /�co / /_/ / / / I 53 TRD 6.3 12 41 I i� / / w �/ 1 54 TRD 5.G 10v _ T :es •8Y I 1 I f TRD G.4 12 6.4 \� � i- / //,-,4) /IIe�3 ,�`' ��' 56 TRD 4.G 86.3 '�, " 'fi / �� II 57 TRD 6.3 12 ---1 \� ' \ �•' �: ,F '� M1.. I1/ / / / ` / IS0 TRD G.7 12 6.7 \ y,. \ `'19a � � ,,���''rrr+ •I •� t' � � J ( / r♦� / 1 �9 TRD 4.9 9 92.4 TOTAL CALIPER \ \\\\ \I\ rl, •y'� 1J ■' / / NitI SO TRD 4.6 8 INCHES I {` '�"� 1, \ � \ IN+ / / �� _�� I I c2 TRD 4.8 a w �y`,� �•� 1yy / / IV: ���( y ■^��� 6z TRD a.a o Z I \ \ \ \ _-, \: � `� \ / �.r / / / / . _ 1/ 1. RP i1 �1 'f /I 64 TRD 4.2 18 II -•�n�- ,, I.�r1 I TREE REMOVAL \ aNtwzoi 7 L/ 1 / // /o� � a / ►�'o:c "��,�. // , AND DEMO a I / f'G�� J \ / ! /- /p / / // I , �� d1 / -. II Please rovide a revised list that includes all trees PLAN Ii / A / / /04 �/ /� � / to be preserved. ./ / \ N/N I-----\ ,/, ,,,,.../ ,,,,,/a, ,...,„, - -,4"./ . ,,,,, , te, , ,,, , u, /, (' .,,,, \ , Ili , _ 1 . 1 ,/ I 1 -51 / .a _.:4 7 \ --‘, r ,. )1411/4„.....,,„---'1/4.,- _d /// // / 7, �I) \ V 4 rrr 0 l ,,,. �'�1 _ , // 1 w Scale: 1"=10' N ED 7-1__1 1 1 / kii / / ' •T' ►. - Ntrr ✓ O / / / /_ ,�' .; 51 / I a 0' 5' 10' 20' / I w `,` ., - _ :_g. /� / i / // /4/ .' ,/ // / 1 issue date-3/2/18 / / k ' /.,(`�' / A. / - / revisions-description-date ilwirir-lir r/ L.� / 5�' / I r �, 9 / 7 �, / / / RE.,FINED 1 / / 10, • - 0 �// / ,� �° / 34 �� / / 3/29/2018 / \ /--_ V . ) / / Y fit \ / / / V / 1 �� 1... ��'f 1,4� I BUILDINGEPARTMENT '�� ' / V // / 451 /// /��// / y�� 'o A 114, 01 • I drawn DG I II.--- -- -- - /- - -- -_ i�_ �� /_ //// _/ / .` l�s��,..rNW "'�� "`y �/ G -- -- -- -- 1 job 0154 \ T PROPERTY LINE / - �`/ / /T If f` I l�i _, ' 4 n� \ / / s�i� L 2 • 0 RIPARIAN TREE/SHRUB LIST PLANTING SCHEDULE TREE LIST PLANTEDROTAL ABBR. BOTANICAL NAME COMMON NAME QTY. SIZE ABBR. BOTANICAL NAME COMMON NAME QTY. SIZE MITIGATION Alnus tenuifolia Thinleaf Alder 5 3'-4' DECIDUOUS TREES(total#of deciduous trees planted 37) Corpus serciea Red-Osier Dogwood 8 3'-4' Populus tremuloides Quaking Aspen 14 2.0"cal. 28" J Rosa woodsii Wood's Rose 2 #5 Populus tremuloides Quaking Aspen 15 2.5"cal. 37.5" Ribes cereum Wax Currant 6 #5 Populus tremuloides Quaking Aspen 8 3.0"cal. 24" Salix drummondiana Drummond Willow 3 #5 total-89.5" KE EVERGREEN TREES(total#of evergreen trees planted 7) pinon sage 5A��A RIPARIAN REVEGETATION SEED MIX Picea pungens Colorado Spruce 2 16'hgt. 18" landscape architects '- Pp COMMON NAME QTY. Picea pungens Colorado Spruce 3 14'hgt. 21" 700 redstone ave R / / Picea pungens Colorado Spruce 2 12'hgt. 12" // /7•' / City of Aspen Approved Seed Mix(riparian) 1,800 s.f. total-51" Carbondale,CO,81623 / //� // \ / Total Caliper Inches-140.5" devin@pinonsage.com / /% / / (970)379.0816 / ` _ '// I Mitigation Requirement-92.4" Move retaining wall 7 -'i ��� �/ I out of easement area. — I I I I �'��, `�� -_ x x . \APR 7YL / )I I I - 1 PLANTING PLAN KEY �_. -.- _ xk,, xx� __— ,�E / I / 1 = C _ / v _ _ 74. II ( � PROPOSED EVERGREEN TREE / ��/ �„ • x � �•� � (— / �+ �/� 1 1 I I PROPOSED DECIDUOUS TREE i E �' � •�1•��` �' )1 7- EXISTING SURVEYED EVERGREEN TREE PROPOSED DRIVEWAY TO TIE INTO EXISTING �.,YJ i i �"� x \\ —r�r 4Oafa � , --_ / / I 1 I' I % DRIVEWAY ALIGNMENT AT PROPERTY LINE /� ,,_'� sx • _ LLJ ��_.���� NS����O\L 1 ,/x - I s l�fi( .;*IV ' ' _ �— 7 _// II I �Z Ir.� 1• I Q"j�� EXISTING SURVEYED DECIDUOUS TREE G � •L CRUSHER FINES PATH ( I 5�� — ��--. i • x i I Tm •�•��` •`- — _—_�__• I z r� f- all plantings must be i// TURF GRASS `/-� i c" .j I 1 `{ approved byCityv J �''•i i s x // A ,�— -- I IWa I lyr 3 �, a I PP w / x x x I ♦•5- �-�-_ O �, /_ 1 Forester in the area .ryry- Q i •y x' - I / Olt IV - —�— / I I 0 C9 O between the river and �••���i PERENNIAL FLOWERS r:tQ i Ct i i i x IIAAjr1' ) 1/ �•��' f��_�_—_�_—� I Z !� 1 w the 15'top of slope &AA livje 4 /,--/ x 7 1/,. AA, AM elk- ....I 1 g '/ 1 I o offset and then they i �i STEEL SITE WALLS / •• .14 I ( 1 W W APPROVED SEED MIX i , / i••1 • I must be hand du NO W lgge ��� / r MATE BLACK TO MATCH TRIM 1�•�� fir_-_ —_— / I/ � �► I machinery allowed in i19�r i� // x,� _ - _ / U •R•�/ ^°f-——� / / J i this area. • • PITKIN COUNTY MOUNTAIN MEADOW i1gg9 / / ,r./ // 11,��•♦� 4� -f__:.,L— - / / RIPARIAN SEED MIX J Q ---- ...., .....-,-_, „--- - r, )<2 ,,.- " ' -- ____,_--7 „AO 7____-- _____ __-__ ___—__i/_---- 4111:0,1 0 _-/-_—__7.__-^z__--_____ c „ ' r i i_ .....„ .....<„._ .- ,... )41 0 __ , __„ - I EXISTING MOSS SITE BOULDERS - — — T y'_ Ir/„ „ x .,..___ „ __- 00.‘07- - , ,.:0„, :4, _____2._ ___,__ ,‘ „ „ , Please provide a graphic symbol for proposed J cJ� X x TO BE RELOCATED HERE TO BREAKof — --_— AO i 0• _— 1-- - _ /` shrubs and locate on plans — � — --- •* •x x x �,l Provide of flowers UP STEEL FIN WALL .✓ —_T —_ y a••��`J ��---_� — x , , M�•� speciesperennialby U Z _ 7 çfrcr/ xI ` /A / 0•••. - , — —_- — - - �•a `,_ ,•off. o —Z /7 x x CL x / I common and botanical name u) < >\ < • _, ••y Ir��R - -_.,,'•.•••.y ,a�••.•� +• -,x x x o x; ` I I Cl) a / ,� 4' .d - �"y• • -•4 • =-f_ o I t Provide language of WELS Sections 5.1 Sod w • Lt'~m w•! — — — p \iiiq • . ��• ! -� — 4. x , I Criteria,5.3-Non-living General Landscaping x P: • •a c _ ' _ x / 1 a — — • • i�•,�••• , o i Criteria,5.4-Landscape Criteria and h • 79_• �x —= — —_. �'•• `•" ,'=;•; •, _—_7—_ xax x I P c9 ) BUILDING / 4. _ l a PROPOSED BBQxAREA, x j . / 5—'-- •/" ' 7._ —_ ° —loii. — J �•y•••� `Nilo�' — -T`" x / / •/ • ProvideahydrozoneplanthatcomplieswithPERMIT __ , • �:aaa4 — - 4/ /i r — —V • .1 O x x x I WELS Section 6.2 Hydrozone Requirements/ / - ✓ •ti� =_—y—T 7.f�I�•�••�• .- `� __ i.� ` x x Hatching notes an a..roved seed mix. and 5.4 Landscape Criteria(b and c) / zis • — — --� " x Plans must propo a native seed mix. I/ / ••• — _ _� ••�• y } p x x x • I Provide language that complies with WELS y i •E� _ • 4••40. ••`.ti► Aft,� / �1 h I I Sections 5.5.6,5.5.7,5.5.12,and 5.5.13 �� @�., / _ *iti) �,�NoiLog - x 3P' LOCATION / y 4111 \,i':4. . ' ; x i • •1,�./ ib-ai SPA DECK TO BE IPE xow A °:_ 0.1161hi�:,,, xx x 'ORSIMILARWOOD BD xx - 1x jrt \� x` xx = �. , •♦ �: - x ,/x kj / I LANDSCAPE • • y9y x �r� -` -�c's ,J xx x l / / RIPARIANENHANCEMENTBETWEENo x ' x�l �iz-f��' /\ V �r v�. ' .� IJ ry , x1RIVER'SEDGEANDTOPOFSLOPE.(APPROX) PLAN IP �'— / \ t _ ,,, \ r xx x �I / 1,800 S.F. z • _ •I•� x TBD LPTU RE � x • } I x� �— • % `ma -_/ � �441:464 lklr. &liefx /,x x x .x_ /' .1 /4'4**10.J� .lAtiri1".'„4 / x e �� '•ai�'J= xh �x�� x<�xx/: �� /11�1!��A'r► �Lj��pr"r: I I' „ ,. — N /je.46k .i.we I „ '..%, x X _ \ �� O No % �` TERRACEPROPOSED xx x //�O ' ' �,40 ' �O� I Scale: 1"=10' 04 -� / x �CCy .� \ > '' �`ill' xxx /xx ` '/ /7 �.. f� .. .j �/ // pQ I ? 0 5 10 20 I; xx`� x -,L Ot�� . , et r x%//%. x x i1-X.17.01 �0 / // issue date 3/2/18 cc X x xf_ —t.. z /x x/ ' , � �' / / I o revisions-description-date /// xxgil x x -—. ��� _ ��� ; ax:7 fx x:X:::' x x / / , / / I RECEIVED x v x •— - ' — •'` r\ ,z_ _ __Si: iR ♦ x j' x '� // �/ :IP // / 3/29/2018 A x x�..x 'L— _ 1- x fix/ / 4SPFN x ` xx x x x A x x x x - — "` - --�x* j ,,xx x x x . ., x,x x%. ' A/ / yy / / / I BUILDING DEPARTMENT x *DECIDUOUS AND EVERGREEN SCREENING-___�T�, q'' x 7 ' /x x s_, x /x "7" / -0' 2 I�9� ^h / I drawn-DG _� - Y ;�x�xx xz.xx * x x — — �x x ,✓.,,/�rx xxx� x �,�r�° /45 / O - •\ / /// I" xx� x x � ' � x x/ "" -- - y xxxxfla x.xx/�r. xxx �-y����w '1l , • / �/ — — — — jo___ Ix x : x%�\xx ';�. x= ¢— xx„/�x 'T-,f,' xx/ / x '/ �a R ,.'-N - _/ xl' x ' x xx x xx — T '2;,; /x/ / // * 1� i N �4 �°a �xx. x xx x x xxx\xx x xxx xx — - - x . . xxxx/ txx / / / - / iiv*, oht al, : I -- fix— x -- --�-- — / / 71'�.�L'° -��►�' / I -- -- -- -- L \\x /T xPROPERTY LINE - - / //Tj� / '1� _=I 'n i1r�I � � �// I� 3 •0 /' LAYOUT NOTES 6 ,// 1.LAYOUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. / -- -L�-- BRING DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE // _.---�� - \ ARCHITECT.` (.f / �\ PR 2.FOR DIMENSIONS OF BUILDINGS,GARAGES,TRASH Inon sage/ ./�/ i -_ -PRE) ENCLOSURES,PATIOS AND RELATED WORK,REFER TO THE p g - //i/ �.��, -� �Y LINE ARCHITECTURAL DRAWINGS.COPIES OF THESE DRAWINGS ARE landscape architects \- AVAILABLE FROM THE OWNER. / � / / / / C ��• �� , 700 redstone ave ��PCL / /�� 1g8K & � V o' BEAM STONE BOULDER WALL 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.DO carbondale,CO,81623 / ' SINGLE STACK NARROW TO MINIMIZE DITCH SETBACK NOT SCALE DRAWINGS. OA C''`\ // // ,.-.. /// ��p�� 4% 7,pq �� �� � /� �� �/1 I 4.WHERE DIMENSIONS ARE CALLED AS"EQUAL,"SPACE (970)3791 0816 ge'COfll REFERENCED ITEMS EQUALLY,MEASURED TO THEIR CENTER 1 / / / -.- / / )i / _ / / �/ LINES 0 / / / /`,/-'/ / • // ' ,' / ^^ ^ / ( I / ` /` I 5.MEASUREMENTS ARE TO FACE OF BUILDING,WALL OR THE i i/-�(�`` // /�� - \• / / �1 / FIXED SITE IMPROVEMENT. DIMENSIONS TO CENTER LINES IS / /-i /O&Q\ / // - / / N. \ ` i / I / / I `� ''��yJ� INDICATED. / / i \\I�E�S\ / �t- /- / / N \.\ .� R6'-�' 7- , / / / 1r/ // / - , , �' 6.INSTALL INTERSECTING ELEMENTS AT CO DEGREE ANGLES TO '.a, / N / / / _ / il EACH OTHER UNLESS OTHERWISE NOTED. / / / / i �,��P, / / / / 1 / II Z I I I W ' 7.PROVIDE EXPANSION JOINTS WHERE CONCRETE STEPS / i i - `, CRUSHER FINES PATH ,0 z MEETS VERTICAL STRUCTURES SUCH AS WALLS,CURBS,STEPS // --�.-' -- -- - \�CNS // - I / �/ TO BE FIELD LOCATED / I •I J AND BUILDING ELEMENTS. w o U i �, 1� i / / �•P O \ �y / / / I I I 1 W / 8.ALL WALKWAYS SHALL BE LOCATED FROM FINISHED FACE OF / ..�'i i / M1 // \ I 'O, ^�. / // / 1 I I I 1 'z' Q / BUILDINGS. i / // ' / / I / I O /�7 / ¢EXPANSION JOINTS IN WALKWAYS SHALL BE LOCATED TWENTY �/-/ -' -/ / /// -- JO% \ M Aa'' I (/ I 1 / I '1i ' FEET(16'-0")O.C.MAXIMUM. W ij'.'� /-ice _i �. la`s / I - 1 zi - / Q i / / i CONCRETE SNOWMELTED APRON I I I I Q = �/ / / / / �I / 13 CO o i w i / / / / /PROPOSED DRIVEWAY TO BE ROAD BASE.SHALL TIE INTO EXISTING�� // grit, /'�; / / i-, / ` / Ct DRIVEWAY ALIGNMENT AT PROPERTY LINE )Y / ' a" / / / / Q W tom' r / / �' / ,, / Y Q /�9g�i // / STEEL RETAINING WALLS / 4i, �/ I 0 / / lX� l // // / ''y, ' • O J lY MATTE BLACK TO ACCENT THE TRIM ,° l I 1 , � J 16, 1,*t / / / ON HOUSE / // 6x PAVING ALIGNS WITH { I / , — ' 1 f /1 I / ^ry FACADE OF GARAGE •p • 5 I k , I / / ♦ ) / a Q U Z �\ y ° 9A��� �.\ / * / CRUSHER FINES —J // / / W r , ,� o I I I ——___ I \•\ CENTER STEEL 41,, / 1 / �/� Cn— ____ 74&Z——— \• ON ARCHITECTURE / / / , ' / j °/ v/ Q �983 �• II ii o `n \F---. I ------. ICtir N. 1 / / / BUILDING / ,/o PERMIT / /7, / / / i'''' 417 e '4*.l\ %. :4; / 0 / / / ..--" \,6.,4/ I /41p •-„,„ i / v, / 4p ro3'\ / _J/ 'K // /� // / / /i tilliP/ , / 7( '74, Af ‘,4;.. , ... /4.:t. / / / . •-- ,..,, , : ry`l'p o ° CENTER ON ARCHITECTURE •\ /�cn / / ' / 0/4• �P / 1,, LAYOUT PLAN k I ry 4,oit b° '�� / PREFAB SPA LOCATION / r� 1 O� '-SPA TBD BUT WILL NOT / , / �`�' \\ PAVING ALIGNS WITH INSIDE OF , 'oo, ��'' �b /�)� // EXCEED 64 S.F. (y y J; `. // \ .„„ / ARCHITECTURAL COLUMN40. J II /iJ g, 1/44 \ \ \ \ /\ Ni 4.0, l / \/ / / t i 11:74A-T / / 4I 4 'NN:NNN . \ \ \ P 7' \ • POTENTIAL SCULPTURE TBD ^' '/ °° �� v. v. / / Q l ik Oki 0 lel, w �, r scale: v6„ 1,-B„ \ v I I o . �O �1 1 ���, CHIMNEY AND ARCHITECTURAL i / ; � �i 0' 4' 8' 16' FEATURES / / / 4 / /��J$1��� / // \ K / / �p 1 G// I / �, 41r 4ti. issue date-3/2/18 / 1 0:, ' , / / / / / / revisions-description-date \41</ / 4b. ,,� / "Liropor/ / / / RECEIVED �" / 3/29/2018 �/ / / / \\� ,o TPILED TERRACEOPOSED // / \4.1 ,1 \.� // // ASPEN / — _// a / / I+ / / BUILDING DEPARTMENT // / / _ Sb, ,,, // // // /// , /1 i. // / / drawn-DG �� / / job-0154 2X6 WOOD DECKING(TYP) 2X6 WOOD DECKING(TYP) FASTENED WITH TC-4,IPE CLIP,OR EQUIV. (HIDDEN FASTENERS) <10 RESIDENCE SPA COVER CADDY FASTENED WITH TC-4,IPE CLIP,OR EQUIV. (HIDDEN FASTENERS) P6 REFER TO DECK LAYOUT FOR CMU LAYOUT r— r 4"ANGLE STEEL TO HOLD GRADE AND BIGFOOT PIER LOCATIONS I 6"X8"CMU OR CONCRETE VAULT RETAINING REFER TO DECK LAYOUT FOR CMU LAYOUT C AND BIGFOOT PIER LOCATIONS \ / \ / —3:1 SLOPE-REFER TO GRADING PLAN �T/ II III II pinon sage -4- 1 IV�X landscape architects FINISHED GRADE UNDER DECKING TO FINISHED GRADE UNDER DECKING TO \ y 700 redstone ave SLOPE AROUND SPA VAULT TO SLOPE AROUND SPA VAULT TO u I1I l II BOTH DIRECTIONS —I I 1-1 1 I — — BOTH DIRECTIONS II l � - — Carbondale,CO,81623 I—III—III—III-// 111=1 11 1 I 1 =1 11=1 11=1 11=1 11= i t I I I I-1 1=1 devin inonsa a com IIII III=III=III11. 1—III=IIIIII=11 III=III=III=III=11 IIII= 1=III=III= @p s 1=111=111=111 �� / v / v ��4° 1-11 I-111-111 111-11 I-111-111- 11 I-11 I-11 (970)379.0816 111=1 III=1 I —1 1=11= 1=1 1=1 i I I I 111 III- I1=11I 111-11I I �� ` 1 III 1 III1111I1= 111 III III II1 1=111 i 1-11// l \�/ \ ' -J I=I 1I1 I1I 111 I11=11 I11 1 I I I I' ° 4 ° f, _ ' ^ �I—III 1 l 111 I I- III III 1 I 1 I 1 IIIT o 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 111 1-111 111-111 d ,��O O O O O O O O O O O O O O O O O O O O a ' Cj d -El - - 6"BIGFOOT PIER-REFER TO LAYOUT �dOaOaO OaOaO.aOaO C OOOOOOOOOa a0o0o00000 Oa Vo OVOVOVOVOVOL. JOUOUOUOU0 OVOVo 08 0 0 0. 0. 0. a °0°0°0°0°0°0°0° )0°0°0°0°0 00000 1=111 111-11 THICKENED EDGE CONCRETE B"MIN Q0Q0O "('"('"('"('"('"('"('" \ 11 vO vo O OOOOOOOOOOOOOOOC J/000000000 oOoOOO t- -1 1 111=1 THICKENED EDGE CONCRETE 8"MIN o00000�n (, (, (, (, (, (, (, 7oOoOoOoC—III III- EXTEND CONCRETE SLAB MIN 3" -jOnO00 oO oOOOOC1 1—�1 BEYOND PROPOSED WALL ZURN AREA DRAIN-FD-2200-PV4 w INLET 5-3/16"-4"PVC CONNECTION.CENTER IN ZURN AREA DRAIN-FD-2200-PV4 CIP 4"SLAB WITH REINFORCEMENT. INLET 5-3/16"-4"PVC CONNECTION.CENTER IN SLAB TIE INTO EXISTING LANDSCAPE DRAIN SUB-PREP,REINFORCEMENT,CONNECTIONS CIP 4"SLAB WITH REINFORCEMENT. TO STEM WALL PER CONTRACTOR SLAB TIE INTO EXISTING LANDSCAPE DRAIN SUB-PREP,REINFORCEMENT,CONNECTIONS TO STEM WALL PER CONTRACTOR z ESPA/DECKING-1 O SPA/DECKING-2 Q — CO W ? I CI w O 0 O Q �� i .� o -H o �I Q REFER TO ARCH.DRAWINGS WALL AND DOOR A..), NUiiti ASSEMBLIES � / LL, z _\ i"EASED EDGE ^ / CAULKED OVERLAPED EDGE vJ ,,, II i"STEEL EDGER-TNEMEC MATTE BLACK BUILDING HEIGHT VARIES-SEE GRADING N / a ° \ (2)}"SPACER BETWEEN CONCRETE PERMIT j a 'EASED EDGE AND LEDGER FASTENED TO CENTER — OF CONCRETE-3'S.C. '� ° I "GAP BETWEEN STONE AND DECKING ROT RESISTANT LEDGER(2)2"X6"- FASTENED INTO THICKENED SLAB I I �'y N STONE TILE SURFACE a aa. ° / STONE TILE SURFACE DECKING- // }� \ le TILE SURFACE-TBA \ ° \\ .1�-2° .� 1�2„ • 1 2 I 1"MORTAR BED-TYP 1 MORTAR BED- \� N \ / "'� /v IPE OR EQUIV. / - , ,\ _ w�,ei �:.. : " WOOD TYP —II 3 =1 I1 / y/'' -, �/ A\ �/ ,• r, r, r, JOISTS • \ EXTEND STONE TILE 4" 0000000000 ,"_ li =11 — JOVoILo OVOVOV��wuvvvv�ivv iMIN BELOW FINISH GRADE O O a O oO I III III III III Til— N _ _ 000 660 0000000000000000000 , — III III III III III 0IIK000000 III III III III III=III =III=III III a00000. III III III III II-III GIB I I�� ICI — — o n o000006 Vfi�IIV��IkJaIIIVi�IMfi�IIIVVIV III III �so®sl��■�msnsI III—III—III—III III— �� III�IIIIll11lliIIIIIIn�1III III III—II—II — II—IIIII—II III \ /THICKENED EDGE-MIN 8"THICK III III ,► W I— "' "' I SITE DETAILS & \ •-0 lQ CIP SLAB WITH REINFORCEMENT. \ Q O SUB-PREP,REINFORCEMENT,CONNECTIONS CIP SLAB WITH REINFORCEMENT. COS TERRACE TO DECKING TRANSITION ELEVATIONS N. I 0 O TO STEM WALL PER CONTRACTOR SUB-PREP,REINFORCEMENT,CONNECTIONS \ /O Q TO STEM WALL PER CONTRACTOR ® TERRACE TO LANDSCAPE TRANSITION O HOUSE TO TERRACE PAVER TRANSITION 0,I I r,II /,, \ TO RESIDENCE \\ i ,, TOP OF STEEL TO MAINTAIN SAME ELEVATION WITH 1 ALL SEGMENTS NOTCH OUT IN CONCRETE STEP FOR LED STRIP LIGHT STEP LIGHT-CENTERED ON CONCRETE PAVER ( O qI. ,�� }"THICK STEEL RETAINING.28"TALL-REFER TO PLAN "EASED EDGE REFER TO LIGHTING PLANS �I ' `r' } FOR LENGTHS-TNEMEC MATTER BLACK TILE SURFACE-TBA /— \ I I—I I—II —III— 2"X2"ANGLE IRON SUPPORTS APPROXIMATELY 32" issue date-3/2/18 CAULKED OVERLAPPED EDGE \ LONG. 1"MORTAR BED-TYP / I—I I I—I I I—I r % IN CONCRETED TO SHEET STEEL AND EMBEDDED CONCRETE PAVER-TBD / - \ —I I I—I I I—III ij revisions-description-date BLACK SAND CONCRETE OR �7 _ _ ct PLANTED JOINT GRANITE STONE TILE-TBD - \ i (d -� / a \kr.... A�_ __ _ __ r \ " RECEIVED III 11@ .........., \'`— 2i" p 3/29/2018 II ...., 0a00000000 J ..,_i 1 i"x}"NOTCH OUT FOR LED STRIP ,,,,,plNl H,w�'�� E X 3.-0" .t' X 3.-0" - •ODO• •e•.e•e•. STRUCTURAL DRAWINGS FOR SLAB REBAR )' . LIGHTING-REFER TO LIGHTING PLAN III III III=11 IP-1 I—I — gGPFN 4 boO.Oo0 't� I , e —III—I BUILDING DEPARTMENT •na•0 0, RIGID INSULATION BOARD °Ill ��/k I.I I I— III III drawn-DG COMPACTED OR UNDISTURBED SUBGRADE • - III—III F'QLpQvp —III job-0154 EXTEND STONE TILE 4"MIN CIP SLAB WITH REINFORCEMENT. =1 11 I I 1—I ,�o° o I BELOW FINISH GRADE SUB-PREP,REINFORCEMENT,CONNECTIONS — — 11 q tI TO STEM WALL PER CONTRACTOR — 8"X16"CIP CONCRETE FOOTER I ll - SEE STRUCTURAL DRAWINGS FOR FOOTINGS AND REINFORCEMENTS 6"COMPACTED ROADBASE © TERRACE TO LANDSCAPE PAVING TRANSITION O ENTRY STEPS ® STEEL EDGE RETAININGL 8 . 0 VA1 F r .., "ilik, PI �ls // pinon sage �- TREE FABRIC W/GROMMETS landscape architects I I p}yI�I�y�11 1 - �—- LOCATE WOODEN STAKE 700 redstone ave p l ��� ' � (3 PER),MIN.18"AWAY FROM TREE carbondale,CO,81623 „I� TRUNK. devin@pinonsage.com ,. TREE FABRIC W/GROMITS 4 r, F,• " (970)379.0816 IIIf GUY WIRES(3),(REMOVE AFTER 1 FULL �15 SEASON) �` TREE WRAP-30%OVERLAP TO SECOND��7 � IIIu f— BRANCHES.REMOVE IN SPRING.(OMIT TREE TURNBUCKLE(3),GALVINIZED OR DIP PAINTED WRAP ON ASPEN !'411 , I ) _ 1 ���p tnnV ryi 1 � MULCH 3"MIN. j 1 WI' MULCH 3"MIN. ROPES @ TOP OF BALL SHALL BE CUT.REMOVE TOP 1/3 %e.4 '��y FIRMLY FORMED SAUCER(USE TOPSOIL).ANGLE OF BURLAP.REMOVE TOP 1/3 OF BASKET&ALL TWINE. / 1 - ) — MULCH 3"MIN. OF REPOSE VARIES WITH STEEPNESS OF SLOPE 11 1' " !UMOVETOP1/3OF YPE. !! ; ::D:: MTOPSOIL).TIT= KES( ESH STEEPNESS�T"' P 1/3MOVETOP1/3OFASOFBE CUT ANDII—II ALL =,IIIII,—„—III— • RO BURLAP,TOPIDES — — — 71 II—I — • KE &II=II ,�����������III-1 —ss s` •"•'•'•'•'�'•- • ' I UREDIIIIII _ `— TBALL ON SUBGRADE IIIIII I— — • —III—III—III PLACE ROOTBALL ON SUBGRADE —III—III ��t♦���t♦�������������t♦��I — RED TOPSOIL. —III _ PEDESTAL III—III—I ham,r- —III—III—III III—III—III—I PEDESTAL —III=III=I ROUGHEN SIDES OF PIT. III—I —III—III—III—III—III ==III—III—I UNDISTURBED SOIL =III=III=III=I I=III=III=III=I I= I I=III=III=III=III UNDISTURBED OR PROPERLY III=III • N III=III=III — _— PLACE ROOTBALL ON SUBGRADE PEDESTAL z 1—III—III—III—III—III—III—III—III—III— —III—III III=III=III=III--III=III=III=III-1 I —III=III=III=III=1 COMPACTED BACKFILL SOIL. III=III=1 =1 =III=III=III =III=III= _ -IIIIIIIIIIIIIIIIIIIII—III—III—III—III—III—I =III=III=III=III=III=III=III=11=III=III=III=III=III 1=III=III=III =III=III=III= -III=III=�_— UNDISTURBED SOIL W IIII III III III III III III III III III III III III III-III-III-III—III—III—I I I—I I I—III—III—III—III—III—III NOTE:FOR TREE STAKING SEE _ HI __El_ _ _ _ HI _ _ _ __ -IIIlII r _ —ITIIIIIIIIII I I I III III=III=III,,, OTHER TREE PLANTING DETAILS — =III= III CO 12"MIN f NOTES: f 12"MIN/— ON THIS SHEET. 12 v J II-III III`III III III III III II III III 1.CONTRACTOR TO PROVIDE A 2 YEAR WARRANTY FOR / 2X BALL DIAMETER(MIN.) / ALL TREES / 2X BALL DIAMETER(MIN.) / MIN f NOTES: I.CONTRACTOR TO PROVIDE A 2 YEAR WARRANTY FOR 1 1 1 Q / 2X BALL DIAMETER(MIN.) / ALL TREES L.LI Q D o EVERGREEN TREE PLANTING O EVERGREEN TREE ON SLOPE O DECIDUOUS TREE PLANTING CC 3/4"=1'-0" 0 LU o p Q o O J Q I/ PRUNE PER LANDSCAPE J lY / ARCHITECT'S DIRECTION I- -I CO o 1 MULCH 3"MIN. U k , �� / //ill RREMOVE FROM CONTAINER AND Q 0 z1\ MULCH 3"MIN. REMOVE FROM CONTAINER AND LOOSEN LOOSEN ROOTS SLIGHTLY BYUWROPES @ TOP OF BALL SHALL BE CUT.REMOVE TOP 1/3 1 / ROOTS SLIGHTLY BY SCRATCHING SIDES OF SCRATCHING SIDES OF tZ OF BURLAP.REMOVE TOP 1/3 OF BASKET&ALL TWINE. ROOTBALL BEFORE PLANTING&FREEING ROOTBALL BEFORE PLANTING& CO 1111111111,1111_ I GIRDLING ROOTS FREEING GIRDLING ROOTS c/1 —III—III CREATE SOIL SAUCER W/ V/ / MULCH 3"MIN 1( TOPSOIL(3"MIN) III—III— „ FIRMLY FORMED SAUCER(USE TOPSOIL)--ANGLE OF I —III /i/////// ��ie j/ / I I REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE — �����III III" 111 CREATE SOIL SAUCER WI _ IIII IIII l u ' _ 1 E 1 l 11 ti ///////// I /,i/ 111111-- I I I I I I I I I—I I IY //'/1_I I I- MANUFACTURED TOPSOIL BUILDING �,. MANUFACTURED TOPSOIL / / / 'OH,j////j� 1 '—I TOPSOIL(3"MIN) //�///�/ /�//�� -A I IIII I • - tII—III III ROUGHEN SIDES OF PIT. III—III—III- Yy MANUFACTURED TOPSOIL III III—III _ III-tt . 70 PLANTING ES OF HOLE PRIOR PERMIT =III=III-. --- I_1 _ � •.1—III—III—III PLACE ROOTBALL ON SUBGRADE —III—III—I •. Oi�i�i0 III—III—III ROUGHEN SIDES OF HOLE PRIOR —III—III—III �i00�000OOODi! " III=IIIIII — III=III=IIII III—III—III- . 00000000•., _ _ _ III—III—III— %%%%33,3,3,31 I —' — UNDISTURBED SOIL .III-III=11 . ''-T PEDESTAL. OOOOiiii�i� . . III III_ TO PLANTING —III—III—III • '1/4 = — III—III—IIII I—III—III—III—I — I—III—III—III—III UNDISTURBED OR PROPERLY I III III I I _— _ _ _ III III—I I=III=III—_ HI I=III=III —III =I -III—III—III—III =I I I—I I I—III—III—I I =III—III—III—III-11 COMPACTED BACKFILL SOIL. I I—III—III III—III—III—III—I I I I II I =IIIIIIIII I I=IIIIIIIIIIIIIIIIIIIIIIIIII =III=III=III=III=III=III=III=III=II III—III—III UNDISTURBED SOIL. III—III—III—I I=1 I I—III—III—III—III—III-1 I—I I I -III-I 1 IIIIIII-IIIIIIIIIIIhIIII I I—III—III—III—III NOTE FOR TREE STAKING SEE 1II—III—III—III—III—III—III—III—III—I I—III—III—I III III III I I—III—III—III—III—III—III—III—III—I III III III II III III III=III=III.. OTHER TREE PLANTING DETAILS IIIIIIIIIIIIIIIIIIIIII—III—III III—III—III IIIIII=III—III—III—III—III—III—III—III—III—I I I -12"MIN/- ON THIS SHEET. I I I III I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I—I I-1 I I-1 I I-1 IIIIIIIII I I—III-IIIIIIIIIIII-III-III-III-1 I / 2X BALL DIAMETER(MIN.) / -/-2X BALL DIAMETER(MIN.) / 2X BALL DIAMETER(MIN.) / ® DECIDUOUS TREE ON SLOPE O SHRUB PLANTING ® SHRUB PLANTING ON SLOPE SITE DETAILS & ELEVATIONS GROUND COVER OR PERENNIAL REMOVE FROM CONTAINER AND LOOSEN / L ROOTS SLIGHTLY BY SCRATCHING SIDES OF 11' ‘ 1 ROOTBALL BEFORE PLANTING&FREEING 8 r / REVEGETATED DITCH BANK GIRDLING ROOTS /o' MULCH 2"MIN �, 1 I 1 11 1 I _ "/., SINGLE STACK 2'HIGH BOULDER WALL AT BASE OF DITCH BANK issue date-3/2/18 �Il — GRADINGREFER TO '� //�• - III I OF WALL ELEVATIONS�N FOR TOP A'‘.-1-- ,., �OM r� A�+; �3 h �� revisions-description-date FINISHED GRADE 21'-1-siSk _._..r_.1: M) ,-:- x-,,-• . III I 1-1 1 1-1 I I—III I I - _ 2'PLANTED SPACE -� 1I —I II __ ROUGHEN SIDES OF HOLE PRIOR TO 1—II— _ I .....- RECEIVED I I1—I 1 I—I 1 I 1 I=III=I 1- PLANTING II - - =_ 11 III I MANUFACTURED TOPSOIL -111-11I—I1 111_ HH I 3/29/2018 III—III I ILA 1 III—II— I�- �� dl� �� ROAD BASE DRIVEWAY PULL OUT —III it\ 111=III . ASPPAI — _ — — BUILDING DEPARTMENT UNDISTERBED SUBGRADE III _ 0 0-. drawn-DG m T III 1 1 i.-�..0_• REMOVE FROM CONTAINER AND LOOSEN I -1 11—III—III—I 1 1-1 1-1 1 1-1 — _ _ 1 1 1-1 1 I—I 1—I I job-0154 2X ROO BALL DIAMETE-MIN ROOTS SLIGHTLY BY SCRATCHING SIDES OF I I I-_I 1 1-1 1 I1 I I-1 11=1 I I—I 11=11 111 1 1 1—III-1 I— ROOTBALL BEFORE PLANTING&FREEING GIRDLING ROOTS OPERENNIAL PLANTING ® DRIVEWAY TURN AROUND RETAINING . --/ % / / NOTE /-%/j�,,/�./ / ARCHITECTURAL ELEVATION 100'-0"=SITE ELEVATION'(984.-i5' TRUE NORTH / 41 / /'/' /'/' MENENDEZ ARCHITECTS e�. / /'- // // voice 970.544.4851 small:LAM@MenendezArchitecis.com - - / \ 715 W.Main Street.Suite 104 Aspen,Colorado 81611 - /' I I / / / CD 1411 CRYSTAL LAKE ROAD ' ��: I ASPEN, CO 81611 -----/ —— — ——- / I I / / / 1 ARCHITECTURAL g � \. �/ I NORTH KEYNOTES (��,/ ' // '� .w 7ses.25\ / \ yam // / I It I / / / 1 1 PROPERTY LINE,TYPICAL. PL\C / / �'7" -, / /�� S8'16 ) \ \ \/ / / 0 / / I 2 DASHED LINES DEPICT EXISTING HOUSE NS��i - • j ' / - / 3 3 r y \j °' I / / Provide an approved Demolition Approval Notice or a TO BE DEMOLISHED 100%. p\�, , / - `.•;� o ads •\ ,6° / / 1r I Demolition Notification Application Form stamped approved 3 EXISTING DRIVEWAY TO BE REMOVED. 1 _ !�� ,n �9 -r' / / � J ) I I by the CDPHE. / --�` -. / - / - \ \\ / / / 4 SETBACK LINE,TYPICAL. / - /-•-• ---- �O\,�-G-�• _. %- \ \ / 1}"°7 //$, //\/t �IIIT�' r�I2 I 5 EXISTING TREE REFER TO LANDSCAPE / - J�l�'%-/-- N\ I ^ 12 1n� 4. / I / (a• M 1 PLAN FOR TREE REMOVAL AND / /-- - /\l\ /' / / ' / 4/ Z I I PROTECTION PLAN. / - -'/ ---/ • - / , / / I� / 5 b DASHED LINE INDICATES SECOND FLOOR / - -• - % P1. /<;; tu I x w \ FOOTPRINT ABOVE. / / / �\C / // ,�•`. // I w hf L. i / N T WINDOW WELL. / ///------ /---/ - �' / / / / , I IN I_ kg r I 8 DECK,REFER TO LANDSCAPE PLANS. / �p - �� / 2 lQ / �1W Q/ / - �/---�-' 9��HP� - / - - �)� \ __ �:". // 11 I //) ! IIL0L 145/iii , / / �� 9 COMPACTED ROAD BASE DRNEWAY. - • - --\d/ / - - ', I I I O ii O 10 ENTRY WALKWAY PAVERS WITH HYDRONIC ----/ ' '-- / - - / I I I I I ~ .S W = 1 I PII w SNOWMELT SYSTEM,REFER TO LANDSCAPE '/1 - 4 / a I Le I o PLANS. / cgs 9 �� • a wI _ /j/ 7 //;' ` / / / W 11 GUEST PARKING. - NV- - / - ( ��� / J - / 12 DASHED LINE INDICATES ROOF N /4, y /-%--/ v//-� 6 - -/ s� ----^ ) -- `''/ :./.• / // \ / / 11111k OVERHANG ABOVE. 6 T ( /-- /�-------/-- -- / Ae,g - - -- __-- , / / 1 I 13 DIAGONAL HATCH INDICATES AREAS OF f, ,_� / /I / / \ / I` I 14 TRENCH DRAIN,SURROUNDING CONCRETE \ J / �- ion' -- DRIVEWAY A / 1 / I , I V -- /// I�� / / / / I A .,A� SHALL CONTAIN SNOWMELT TUBING. / / / 1 /- ti 15 I / // -� 1 I S I I 15 STEEL SITE WALLS,REFER TO LANDSCAPE /O / \ -- /I // / / / I PLANS. Il' / // 1 �\ // ¢t7 / '® / / / -rv '1 I 16 BEAM STONE BOULDER WALL,REFER TO • • /o The hot tub is subject to REMP unless you / LANDSCAPE PLANS. \ I ---_ ----7982-- PO 5 l / can provide documentation that it is less than I I \' __/ I\ - ---- egg} / / / 64 sqft and CEC or APSP-14 listed / II 1/ BUILDING LAYOUT STARTING POINT. / 'r' / // ( ///(Ordinance 40,2016).Additionally, / / / `� • / - �� / / \N demonstrate or note that the cover is ASTM I / I I 15 5"THICK REINFORCED(e4 BARS AT 16" m� / uses \ ^ ° - / 1 I O.G.EACH WAY)COLORED CONCRETE \\ // / 0 3 n� • _ / � F-1346 listed(2015 ISPSC 305.1 exception 1). I / / 1 PAVING WITH O FINE AGGREGATE 15+ \ 9`1? / ov //41 I / n4I / / I FINISH OVER EXPOSED 10)RIGID v O / GUESt PAR151NG ._ ., �� � - / / 0 / I / \ \\ /-- /�� / �� Q ` ,(' / I 1 I INSULATION ON 4"COMPACTED GRAVEL (��:.�J- ~„ \,__ / 4 tij �' / 4';'(/ / I BASE OVER COMPACTED(PER SOILS J / // wa // 1Y / / / /j I j REPORT RECOMMENDATIONS)SOIL. ` / --: Z N A � /// 2 // � h� / / / / // / 19 PROPOSED ON-GRADE TERRACE,REFER _ / 6%010 �r� / / / I TO LANDSCAPE PLAN. - ,fi \ \ .F/ �� 0�, \ h - o i c / r / l l / I I 20.SELF CONTAINED SPA,REFER TO / / �'�� \ \ Imo\ \ .� .:�: a'13 wam, '984° ®� 9 /^` e't Y // • /� // / / I LANDSCAPE PLANS. \ N ' ,„ o / \ - F\ / / / / / I 21. DO NOT DISTURB SITE BEYOND TOP OF 4-4- - y. a ��om v mrl��os hco / , / / / j / SLOPE LINE. v - o °�ov .1_ 4 /� h / / Cam, / , - \L / / / / A 22. STONE PAVING ON MORTAR SETTING BED 5 \ \ �> I • 10 / /' / / N // 'U`, 1 a^iOVER 4"THICK REINFORCED(14 BARS AT _` \ \ ; i ) 1 '\' I 1 16"O.G.EACH WAY)CONCRETE ON Y'(R-10) \ \ \ ,�� / I / RIGID INSULATION ON 4"COMPACTED e / \ � \ \ D.�OA l �� l� / -- rah / / / GRAVEL BASE OVER COMPACTED(PER \ �9 \ 3 • 15 d l /' f/ / �� / / © / I • SOILS REPORT RECOMMENDATIONS) I \ \ \ \ '' 'I h // / /' �` law ` / I� I SOIL.REFER TO LANDSCAPE PLAN. -\,% N\‘., . 7 'Fri b"(To FRAMING I I 1 r; // l � / "Tillj /� ' o., .14e"' i v„__,, / cr - - / // //efilk ' // AO) fik!, iity.."..1.1.,, .,,,,, / .. , . ,.. N ., ,___\ \ -,› ...... 1 , Ii // ii .,,illiy"!/"., o ��,, J / - \ e \ / PROPOSED I • / / /� / Wrier (�^� / ! _---/ I // // A ` \ TERRACE / �� I / // / / / �� Q �� / / / / / / 47 /' /ssue: Date: # Date- Revision: �•� ,, / Rl76 REVIEW 10/05/1T // 6 1 /1/ /\rn' ' ------.---.--/..- --- / / / A rz' . / / = w / I I W / \ --- --.. - r 19 / / �01. 1 / 2, Z PERMIT 03/21/18 let --, 0/ 4111 16.- )`! '.4 __-_ N ,- _ / // // // se„,Alit', e. z z I / 7 z // ii. , , -- A' ,,-, -- ,./ / , / - NS / / c._ Project / / i I' T /�� /l i SMALLWOOD ROUSE / //` -- _ - --- / /1 / / - // ' .a/ lt°�' // /;1� / /// /// /, Sheet TiNe: gYE11/ t- — - - - v / // �1// //// //� �q1"/�/f��� �J�'" V/� ?j\" / / // su 3/29/2018 /- , \- \ 9`- / -0'SIDE YARD SETBACK \ //— -Ay-�/—/// /,L /�. IA/� �� \ e. // - 1�\ // 7- g°S / / / / :L,, Pnnt Date: Drawn B N 7. / \ // / \ `4' / / '�' �o / / -' �r�"'I, '1 ✓1 / T 03/21/18 A6PEN MT li9A,,f 4419.1"%.4,1 Taqq.-1-::.' - ,, ,.., 7 7- ,,,,, L \- - -�•- - y� - - - / a. __� ._- / / / / /.0.,- 7 �,� �. / 1 ����P'•MENF'•'yJ'11 \\ \\ // \\ PROPERTY LINE --—•ice__— � j�/—//.j y /�- i - /!1 ��LJ L;" -� - //� -� --— - - — -—- - — -— -LI OO v��aP *Oce• #,, / - - i •v C-4522 4 \\ \\✓/ - -// // /// / / /r• ` / // /// Cam" , j' /eld... - //' / �/ 1y - - - 1 , i / / A.M \ I 1 It , /' • --' - i / , � /" \ \ --- _ _ ,��« O SSCITE PL?tN Sheet Number. leo A Z � � � /' �— /. —(`�"N 1/,�1 �'G r I i/ _ / ,/ / / I 0 2018 Menendez Architects P.C. 1 MENENDEZ ARCHITECTS e�. voice 970.544.4851 email:LAM@MenendezArchitects.com 715 W.Main Street,Suite 104 Aspen,Colorado 81611 141=•WLSPACE The walls along the border between basement and crawl space count as CRAW!SPACF exterior walls. ).--�.4„ Continue the same BASEMENT pattern of exposure ( 495 Sq Ft As far as I can tell, as on adjacent walls. there are no building permits for this f x 3• basement(or the house at all)Can you provide me some 1 pictures or possibly a site visit to prove this 2 is basement and not crawl space? 0 CA `G EASEMENT PLAN SCALE:1/5"=1'-0' r - -t n I I i J Aaa1 ❑l 11 CARPORT 490 So-- 1 p I N e EXISTING MAIN LEVEL I� FLOOR AREA 1,574 Sq R r L I 1 DECK 50G Ss Ft L 2 O EXISTING MAIN LEVEL ELAN SCALE:1/4'=1'-0" EXISTING FLOOR AREA CALCULATIONS BASEMENT GROSS FLOOR AREA 495 5Q.FT. BASEMENT TOTAL EXTERIOR WALL SURFACE AREA(see talcs.) 312 SQ.FT. BASEMENT EXTERIOR WALL SURFACE AREA EXPOSED ABOVE GRADE 166 SQ.FT. BASEMEN WALL EXPOSURE GALCU OTONS: BASEMENT PERCENTAGE OF EXPOSED WALL AREA(166/312) 53.2% MARK TOTAL WALL EXPOSED TOTAL COUNTABLE BASEMENT FLOOR AREA(495 x 53.2%) 2633 5Q.FT. AREA AREA 1 40 18 FIRST FLOOR GROSS FLOOR AREA 1574 5Q.FT. 2 171 107 GARAGE GROSS FLOOR AREA 490 SQ.FT. 3 101 41 Issue.- Date.- /!- Date: Revision: 1ST GARAGE EXEMPTION (250)SQ.FT. TOTAL AREA IN SQUARE FEET 312 166 PERMIT 03/21/18 2ND GARAGE EXEMPTION (490-251a239/2)1195 SQ.FT. PERCENTAGE AREA EXPOSED 53.2% TOTAL COUNTABLE GARAGE AREA 119.5 SQ.FT. I TOTAL BUILDING FLOOR AREA(2633+1,574 s 1195). 1956.8 5Q.FT. I ENTRY PORCH(ACTUAL 30 SQ.FT.,EXEMPT): O SQ.FT. DECK(506 Sq FF): 0 SQ.FT. \ Project DECK EXEMPTION(5488 x,5%=623.2) 0 5Q.FT. SMALLWOOD HOUSE TOTAL COUNTABLE DECK AREA 0 SQ.FT. 1. 2. 3. TOTAL EXISTING LEGALLY ESTABLISHED FLOOR AREA 19568 SQ.FT. Sheet Trtle- EXISTING REGEWEDEA EXISTING HOUSE AND CARPORT TO BE REMOVED IN THEIR ENTIRETY Ag O EXISTING BASEMENT WALLS Print Date: 03/21/15 Dra"A9 MT 3 ASPEN ' :n�en4 SCALE 1/5'=1'-O" =pp0 Uc�11 •.. pP.•"•. Fy 1, SipJaN.MEN , ,t , i i i v C-4522 1 . 1, ' A.H 11.4gRCHITE� O Sheet Number.' FAR-1 ©2018 Menendez Architects P.C. 41'. 1 ALLOWABLE FLOOR AREA FLOOR AREA CALCULATIONS PER R-15:FOR NET LOT AREA BETWEEN 15,000-50 000 SO FT;4,500 SO FT PLUS LOT AREA ±41,133 SF(TOTAL PARCELS 1 4 2) ............."71 *' 23 6 50 FT FOR EACH ADDITIONAL 100 SO FT IN NET LOT AREA,UP TO MAX 6,600 i SO FT FLOOR AREA=5,455 SO FT • - '" • ♦ MAXIMUM ALLOWABLE FLOOR AREA 5,455 50.FT. e (GROSS LOT AREA AREA 40,513 5Q.FT. I MENENDEZ ARCHITECTS BASEMENT GROSS FLOOR AREA 3,692 SO.FT. voice 970.544.4851 mall:LAM t@MenendezArchitects.00m n REDUCTIONS FOR AREA WITH SLOPES 20%-30% 1,080.22 5Q.FT. 715 W.Main Street,Suite 104 Aspen.Colorado 81611 m in 1111 Tr_- ' C REDUCTIONS FOR AREA WITH SLOPES GREATER THAN 30% 4,266.8/SO.FT. BASEMENT TOTAL EXTERIOR WALL SURFACE AREA(see talcs.) 3,629 SO.FT. C BASEMENT WALL EXPOSURE 1 1 1 \ REDUCTIONS FOR AREA BELOW HIGH WATER LINE OF RIVER 39191.04 5Q.FT. BASEMENT EXTERIOR WALL SURFACE AREA EXPOSED ABOVE GRADE 131 SO.FT. CALCULATIONS III I UP . 2-6' MARK TOTAL WALL EXPOSED NET LOT AREA AREA(40,513-1,050.22-4,266.51-5,99'1.04) 31,465 5Q.FT. BASEMENT PERCENTAGE OF EXPOSED WALL AREA (13l/3,629) 3.18% AREA AREA F 22. - • BASEMENT FLOOR AREA(3,692 x 3.T8%) 140 5O.FT. 1 246 0 0 �='- FIRST 15,000 SQ.FT.OF LOT AREA 4,500 SQ.FT. 2 24 0 ` I �i •i___ L� 3 69 O gyp/ REMAINING 16,465 SO.FT.LOT AREA(16,465/100=164.55 x 6) 9158 5Q.FT. 4 24 0 y'._3.,y FIRST FLOOR HOUSE AREA 4,559 SO.FT. 5 289 0 r 6 24 0 29 MAXIMUM ALLOWABLE FLOOR AREA(4,500+988) 5,488 SQ.FT. l 36 0 FIRST FLOOR GARAGE AREA TOTAL 191 SO.FT. 8 24 0 la l8 0 FIRST FLOOR GARAGE EXEMPTION 315 SO.FT. 11 24 0 11 36 0 30.; 1,, 15. [FIRST 250 SF EXEMPT,250-500 SF 12 200 0 2a "- - 9.t6 1 H AT 50%=125.TOTAL(250.115).315 SF] 13 36 0 21 '413. kF m-' 14 24 0 16 115 0 24 A TOTAL COUNTABLE GARAGE AREA 416 SO.FT. 16 24 0 11 36 0 18 24 0 12 CRAWL G Li FIRST FLOOR TOTAL FLOOR AREA(4,559+416) 4,915 SO.FT. 19 289 0 3,692 SF SPACE 20 24 0 21 36 0 in 22 335 0 SECOND FLOOR FLOOR AREA 352 50.FT. 23 28 0 32< 24 146 0 2 25 456 13 \ _ �s a♦ b.lm •10.11° �� 5,461 SQ.FT. 26 146 4-1- TOTAL BUILDING FLOOR AREA(140+4,415+352) 21 24 2 ry 1. N s. 9. 28 196 6 ENTRY PORCH(ACTUAL 210 SQ.FT.,EXEMPT) 0 5Q.FT. 29 54 1 30 196 2 O 1 31 4 11 1 6-3" -3" ib_,•• 3_3'• I BASEMENT FLOOR FLAN DECKS 346 SQ.FT. 32 69 49 �1 ,, '(� r " ' SCALE:3/32"=1'-0" TOTAL AREA 3,629 131 DECK EXEMPTION(5,455 x 15%=823) (823)SO.FT. I - AREA EXPOSED 3.1896 1 1 TOTAL COUNTABLE DECK AREA(546 SF,EXEMPT UP TO 823 SF) 0 SQ.FT. .c •I TOTAL FLOOR AREA(5,486+0) 5,461 SO.FT. "H_lit " � 1 E 1 U✓/ . NTRY PORCH 'T all 69 SF 2 5 289 SF ii 36 SF 2 118 SF • _ I I j 10 5F/� , - -F 2. 3. 4. 5. .9. 8. 9. �,I r- I --- 191 5F I- 0 9 J ui1b_ 23'_1" _2. 6._3.. ._2'„_� 1 ■1■■ r J 1 7 o o q � ! e �� I II -J (-I I,■I� 2 200 5� 36 5� 2 lip118 5F 2 36 5� 2 289 5� _I ie 1 J ` 12. 15. 15. 16. 11. 13. 19. O2 FIRST FLOOR PLAN O ; , SCALE:3/32" II i Issue.- Date: it Date: Revision: PERMIT 05/21/15 is SF r 7 2 36 SF 146 SF - 21. 24. Project 352 SF SMALLWOOD HOUSE ._2. ;_3.1 '-6 13._2" Sheet TiNe: FLOWED GALGULAT,caa �`/1�/ 2 SF 6 5F 1 SF 2 SF 03/21/18 MT /® =se� Print Date: zzr APEN 1�®�® f. . 99 5E 411! 190 SF 53 SF 194 5E 17 5= 49 5E 120 5E %VO`'aP ME/y�;Fy�FQ�// ,/% 36. 28 29. 30 5F s1. sa ;v C4522�; Itt-♦gRCHITE m 17-3" I 4'-11" / 7 7 Sheet Number.' O SEGONI7 FLOOR PLAN 0 ® BASEMENT WALLS FAR-2 SCALE:3/32"=1'-0" SCALE:3/32"=1'-O" m 2018 Menendez Architects P.C. I . _ GROSS FLOOR AREA CALCULATIONS PER 2015 IBC SECTION 1002 DEFINITION: i / BASEMENT GROSS FLOOR AREA: 3,400 SQ.FT. MENENDEZ ARCHITECTS e Ec. voice 970.544.4851 small:LAM@MenendezArchitec[s.com ' ' , 715 W.Main Street,Suite 104 Aspen,Colorado 81611 al FIRST FLOOR GROSS FLOOR AREA: 5,032 SQ.FT. 1 UP �+�Jj—_ - FIRST FLOOR EXTERIOR USABLE UNDER ROOF 210 SQ.FT. __. L'— SECOND FLOOR GROSS FLOOR AREA: 522 SQ.FT. NA) C15 , II ,� TOTAL IBC GROSS FLOOR AREA <4,164 SQ. T. r 5,400 SF CRAWL -Li SPACE J OBASEMENT FLOOR PLAN 0 SCALE:3/32"=1'-0" ID 1E T-' , TRY PORCH 1 0 SP/V Mi — 1.11 .... iid r 1 _® 50525E I . �� — 7 -, -i / \ ° I I i J ' —1 i O FIRST FLOOR PLAN 0 SCALE:3/32'=1'-0' El7 issue: Date: # Date: Revision: PERMIT 03/21/16 ! , L-.. IJN U \ - 522 SF ' -- A o o Project SMA:LLWOOD HOUSE Sheet Title.' GROSS F €IFB4 ❑`:,--- GALGULATA9AtE38 Print Date: 03/21/15 °"n/PEN MT , i. 4pjep.MEN .!PF111 o �1s c asz2 o i':, .A.M O / '11.4gRCMTE O SECOND FLOOR PLAN 0 Sheet Number.' SCALE:3/32"=1'-0" FAR-3 ©2018 Menendez Architects P.C. 1 MENENDEZ ARCHITECTS e�. ZONING ALLOWANCE & PROJECT SUMMARY voice 970.544.4851 email:LAM(gMenendezArchitects.com City of Aspen Zoning Submission 715 W.Main Street,Suite 104 Aspen,Colorado 81611 PROPOSED DEVELOPMENT I SINGLE FAMILY HOUSE PARCEL# 12737-181-00-018 ZONE DISTRICT I R-15 SETBACKS EXISTING ALLOWED ALLOWED PROPOSED PROPOSED REFERENCE (PRINCIPAL) (ACCESSORY) (PRINCIPAL) (ACCESSORY) a FRONT N/A 25 FT 30 FT 25.5 FT N/A 26.110.050.D.4 REAR N/A 10 FT 5 FT 450 FT N/A 26.710.050.D.6 COMBINED FRONT/REAR N/A N/A N/A N/A N/A N/A SIDE N/A 10 FT 10 FT 416.25 FT N/A 26.710.050.125 COMBINED SIDE N/A N/A N/A N/A N/A N/A DISTANCE BETWEEN BUILDINGS N/A 10 FT 10 FT N/A N/A 26.710.050.0.8 CORNER LOT NO N/A SUPPLEMENTAL BREAKDOWN INFO 1 EXISTING I REQUIRED PROPOSED MI I REFERENCE OPEN SPACE% NO REQUIREMENT NO REQUIREMENT N/A 26.110.050.D.4 SITE COVERAGE NO REQUIREMENT NO REQUIREMENT N/A 26.710.050 ON-SITE PARKING N/A 2 4 26.515.030 EXAMPLE OF SITE COVERAGE I EXISTING PROPOSED I REFERENCE GROSE LOT AREA(SG FT) 41133(PARCEL 1 4 2) N/A SURVEY AREA OF BUILDING FOOTPRINT(5Q FT) N/A 5,350 FAR-1 SITE COVERAGE% N/A N/A 26./10.050 TRANSFERABLE DEVELOPMENT RIGHT(TDR) RECEIVED TDR CERTIFICATE N/A SENT TDR CERTIFICATE N/A TRANSFERRED TDR CERTIFICATE N/A LAND VALUE SUMMARY = I ACTUAL VALUE = REFEREN. LAND $5,000,000 PITKIN COUNTY ASSESSOR IMPROVEMENTS 9161,100 PITKIN COUNTY ASSESSOR TOTAL 85,161,100 PITKIN COUNTY ASSESSOR NET LOT AREA City of Aspen Zoning Submission ZONE DISTRICT REQUIREMENTS I REFERENCE MIN.GROSS LOT AREA(PER R-15) 15,000 50 FT 26.110.050,D.1 MIN.NET LOT AREA(PER R-15) 15,000 SQ FT 26.110 050.D.2 LOT SIZE PER SURVEY 40,813 SQ FT(PARCEL 1) FIFI REFERENCE REDUCTIONS FOR AREA WITH SLOPES 0%-20%(100%OF PARCEL AREA TO SE 30,355.65 SQ FT 8 100%=30,333.65 SQ FT SURVEY INCLUDED IN NET LOT AREA) 26.5/5.020-1 REDUCTIONS FOR AREA WITH SLOPES 20%-30%(50%OF PARCEL AREA TO BE 12,160.44 SO FT 5 50%=1,080.22 SO FT SURVEY INCLUDED IN NET LOT AREA) I 26.515.020-1 REDUCTIONS FOR AREA WITH SLOPES GREATER THAN 30%(0%OF PARCEL AREA 4,266.81 50 FT 8 0%=0 SO FT SURVEY TO BE INCLUDED INCLUDED IN NET LOT AREA) 26.575.020-1 REDUCTIONS FOR AREA BELOW HIGH WATER LINE OF RIVER(0%OF PARCEL AREA 3,991.04 SO FT a 0%=0 SQ FT SURVEY TO SE INCLUDED INCLUDED IN NET LOT AREA) 26.575.020-1 TOTAL AREA REDUCTIONS 1,080.22 SO FT+4,266.87 SO FT+ 3,997.04 SO FT=9,344.13 SF NET LOT AREA 31,468.87 SO FT I ALLOWABLE FLOOR AREA City of Aspen Zoning Submission ALLOWABLE FLOOR AREA 1=Mr PER R-15:FOR NET LOT AREA BETWEEN 15,000-50,000 SO FT,4,500 50 FT PLUS 6 SQ FT FOR EACH ADD,Ll IONAL 100 SQ FT IN NET LOT AREA, 26.110.050 UP TO MAX 6,600 SQ FT FLOOR AREA=5,455 SQ FT UNIQUE APPROVALS _ REFERENCE NONE Issue: Date: 5,' Date: Revision: PERMIT 03/21/18 VARIANCES REFERENCE NONE — EXEMPTIONS IM. GARAGE EXEMPTION FIRST 250 SQ FT EXEMPT 26.515.02012.7. NEXT 251-500 SQ FT TO EXCLUDE 50%OF AREA FAR-1 Project DECK EXEMPTION 823 SQ FT EXEMPT(ALLOWABLE FLOOR AREA 5,455 SQ FT X 15%) 26.515.020.D.4.FAR-1 SMAILLWOOD HOUSE T1NG GROSS(SQ FT)=l EXISTING FLOOR AREA(SQ FT) I PROPOSED GROSS(SQ FT) I PROPOSED FLOOR AREA(SQ FT) I REFEREN. Sheet Title: ^' � SUBGRADE LEVEL TBD TBD 3,692 140 FAR-1 -S��` FIRST FLOOR AREA TBD TBD 4,559 4,559 FAR-1 ZONING GARAGE(LOCATED ON FIRST FLOOR) TBD TBD 791 416 FAR-1 3/29/2018 ENTRY PORCH TBD TBD 210 0 FAR-1 Print Date: Drawn B COVERED PATIO TBD TBD 0 0 FAR-1 03/21/15 A6PEN MT SECOND FLOOR AREA TBD TBD 352 352 FAR-1 43)P!O4: - _ , TOTAL TBD TBD 5,467 FAR-1� p00 L/c�4 •.. 4VO JgN'MEN \,I 1,1/i i v C-4522 . i': ' A.M • 11--gRCH1TE Sheet Number.' Z-001 ©2018 Menendez Architects P.C. RIDGE HEIGHT OVER TOPOGRAPHY City of Aspen Zoning Submission 11°11°1111°111INIIIk. Elevation Label Elevation of Natural Grade I Elevation of Proposed Grade Most Restrictive I Roof Height over Topography Actual Roof Height over Most Restrictive 1 1982' 1984' Nature -1996-3 3/8" 14-3 3/8" 1/2 POINT BETWEEN RIDGE&EAVE FOR PITCH FROM 3:12 TO 7:12 2 1983' 1984' Nature cool•-10 1/2" 24'-10 1/2" -..............."711 5 1983' 1984' Nature 8001.-4 1/4" 15,-4 1/4"" MENENDEZ ARCHITECTS.C. -111411144h, 1/3 POINT BETWEEN RIDGE&EAVE FOR PITCH GREATER THAN 7:12 4 1984' 1984' Nature 8001-4 1/4" 11'-4 1/4" voice 970.644.4861 small:LAM@MenendezArchitec[s.com 5 1984 1984 Nature 8004-2 5/4" 20'-2 3/4" 715 W.Main Street,Suite 104 Aspen,Colorado 81611 6 /984' /984' Natural /99W-5" 14'-5" 1 1985• 1984' Proposed EAVE POINT 8 7984' 1984' Natural 1998•-5" 14'-5" I— I NOTE:ELEVATION SPOTS SHOWN DEPICT MOST RESTRICTIVE CONDITION TO GRADE ALONG PARAPET WALL AT EACH ROOF ELEVATION CI W 0 = W LL 2 _ CC 0 FINISHED GRADE / / ——�� l I / / II TRUE NORTH (LESS RESTRICTIVE) \ l / / / \, PROP / j I / / / li , MI / j 14 7�� .W 79e6.z6 i " AR.'.ndi— /' /1 I / / / 14-r----) EXISTING/NATURAL GRADE \�LN S��/ / \ >sgrs• .�-SSE YpR p \ /'• \/•. /l (1/ / l III (MOST RESTRICTIVE) 10 O/ • /, �/ - ��' '\• ,S ac 7�" / / ARCHITECTURAL / i' i' !• __ �g� \1 * / , I I NORTH O HEIGHT ME,�SUREMENT VIGNETTE / " 1 ;'���� ' / I i y 8 \>• w SCALE:1 1/2'=1'-O" ��c'' ' ro"' \N /,„ / T / /-- _/ /_\�JE(Y�`" / / -04 \ I /."1-5PARAPETro' / // V ' / /, I Z \ / _ / / •• , / w / , I. i / % j s�BPc� w I~ 1 w m \ / —' / ��� ► / / / I / /1W i z / u1 / / — �0 i /' 6', I 1 I 1 I ti t Its. I / II P I °-' \ '. -i 1 I 1114 I Atlito: ___ ____ ___ / ,v, __ 7 1 , �A .., , , / ,e �� J/1 , / kjiL V /— —�' 3 / DRNer14Y / I // /\ iijT-> ' / �'� �qs 4,/, . ! • II yv all o:° �',�� �� o11" j .44 � �9sr— „ / / o I Rh . 1 ,\ i - _ /• -ise5.o --- Icy .:03 � -il / No ` / o�� I / / / / 11 '''' ill: \ — spa ' / / \ O GUEST PARKING - / \ //' \ ��c / it I 1 / ,,, I I 0 /O k / / I a AI" Q. # / / / s. �.� N. s axe 4 / 1 I <, �eea_o / /1# // / , ,0 \4 V �� �9 � ej,�m° .j� T.O.PARAPET 4: y i / ' / J \ \ , ,„ /\ b \ �®A d e ° I �/ / • • Srp v I �, // / /r;1041 `` / z • N, -- „../T. / I / •414 /I ill4 iii I. 7/ ,,, /4,14r1,07 likrits4041, -- \ I ) -- / / / /Cit -..1 • Issue: Date. # Date: Revision: / ^' .O.PARAPET .----�_ • / / // / / / 44 : I / ' PERMIT 05/21/15 • / 1.,"14'-3 3/8" — / / / / 4 /' / 40 J1 ",/ J ./ Vim, A .O.PARAPET / � J / ,fr / I O4/ / / A �� T.O.PARAP>14111/41'-' •J�C�,/ PTERRAGE / 1� I // / CAM / 6/ POSED / / I \ 2." 4'-10 1/2" �+-°ram / /FET 1 7 ' / 1/Vir � `1/J /' O? I '/Ils-- 411 / 4. / I �, �4®® �'.� E-- '3. "2�23./4" / / 11 / � J �j� / /'� / I l / \�' � .� � -.....� l / l / S4( I f /' /� Q Z • / Project /I / / �� ////////� ►,f SIP �° I SMA LLWOOD HOUSE / , — ...'.♦♦. ^�yN' / ,/ / / •;� /' / • / Sheet Title. HI_IG17 tL.FND E L � � / / i % // �' " % d I / TOPOGR �42Yo>B ry I�' // �7 �� Print Dare: o3/2v1e O awnASPEN Mr / @.,T.O.PARAPET a,' /�/ / / / '\ 0 > / / I _,��,,,y,� .J ... / I , 4."17-41/4" /1- /f lq° / / ,pp'pD0 i. y / // /' le ','pr/_/ f( HEIGHT OVER TOPOGRAPHY: ;VO jaP MEN ,e't/// > / L iJrC v SCALE:r=10'0° C-4522 i \ 10'SIDE YARD SETBACK / , /—/ / / / �` _/ /� y,A. � _ \ - _ / / /� � / '77 ,t: ��14 �� \ j ) / / ift ,9 mOt Sheet Number PROPERTY LINE ��_ // /' ,/ // // /� / / hr T _ VediN 002 — / / / / nib/�\ �'� ,,,/ / m2018 Menendez Architects P.C. OO 1Alk 17O OOa& 0 MO CIO3(2 KEYNOTES 1 DASHED LINE INDICATES GARAGE FOUNDATION r 5'-4 1/2" 115'-9" ABOVE 42-'1" 31'-0" 21'-O" 21'-0" 2 2x4 FURRING AT 16"O.G.SPACED 1"FROM 41 ' ' e / e FOUNDATION WALL,REFER TO ASSEMBLIES 30 2 12 DETAIL,TYPICAL MENENDEZ ARCHITECTS er. voice 970.544.4851 email:LAM@MenendezArchitects.com 3 BUILT-IN CLOSET SYSTEM,SEE INTERIOR 715 W.Main Street,Suite 104 Aspen,Colorado 81611 ELEVATIONS. 4 BUILT-IN CABINETWORK,SEE INTERIOR WALL TYPE LEGEND O .:•-_ _ ..- r .-. .. _.._ s 5 DASHEDELEVATIONS.LINE INDICATES CHANGE IN CEILING 26 WOOD STUD PARTITION N WALL � .:. . . /71 PLANE. 2 l 6 CHANGE IN FLOORING MATERIAL. =2X4 WOOD STUD PARTITION T FINISH INTERIOR OF WINDOW WELL WITH CUT 14 3 CLOSET 4 d1 STONE VENEER. r :I 'I- S PIPE FOR RADON MITIGATION SYSTEM.EXHAUST 14 v ABOVE ROOF. 1,, ' BEDROOM 4 13 F FLOOR DRAIN,COORDINATE LOCATION WITH MECHANICAL ROOM EQUIPMENT LAYOUT SO THAT PIPES DO NOT HAVE TO EXTEND ON THE FLOOR ,p 6 4 O 11 Q FROM EQUIPMENT TO DRAIN. - OW 1'-10' ` r ,p © W=LL ' i r p + 0 • ` ` 10 4"THICK CONCRETE SLAB IN CRAWL SPACE. 12 'I 1 ���GGG ' I 0 TOILET RM.4 I _4 • (�( STAIR d1 I I _ - 1 — m �6'-11/2"— 11 'T-31 "— 1, n .o 23'_1'� IUF O -eo I n n BATH 4 10 � 1 y 4T'-3 1/2" SHOWER 4-v�� N b J EL_SVATOR _ jrNNLD 5 \A/\_a a 1112 ry Q _,r? - n op O HALLWAY 1 -, r r l ` O tr Show the location 3 O r -` 15 of the electricpanel. F Q' m SHowER s in Adequate working 1 1. s'-v" I 6'-8 1/2" `t 6'-10" • �'° #� 1 I space and I I I I equipment space BATH 5 TOILET RM 5 - ' 0must be provided 2 ® 2 ryMEGHANIGAL and it may not be in in q Roots MECHANICAL closet(2017 NEC I —n• 110,26). a I ` ` I I I O 5� inO O • in 2 O GAME 4 L STORAGE ry Q 1 3 O OWNER'S STORAGE 6 0� o — - /; l PLAY ROOM i _ _ a n L WINDOW — — — — — — — — — — — — — — — — — — O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ♦ a O WELL Provide access to the CRAWL SPACE 4 CO crawlspace under the \ living room fireplace 6 Os 9 14 • I (2015 IRC R408.4). I I O I a UTILITY Roots o 107 10 11 T 11 Ak • O a J i r1 1 L-J 21'-51/2" / , r 11 WOOD GAP ON SOLID GUARDRAIL WITH SLOPED issue: Dale: A Date: Revision: 116-2 1/2" 4 1/2" TOP. RDS REVIT IEW 03/21/10/OS/1 16 4; PERM 12 CURELESS SHOWER WITH LINEAR DRAIN,DEPRESS 41 1 SLAB AT SHOWER AREA.TYPICAL OF ALL wri, SHOWERS. B G D G H I 01404 _ L •M P 13 DUCT CHASE ABOVE SHOWN DASHED. 14 PERMANENTLY AFFIXED STEEL LADDER.RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12", Project SHALL PROJECT AT LEAST 5"FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 15"O.G. SMALLWOOD HOUSE VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. O BASEMENT PLAN 7.O 15 USE SOUND REDUCING DRYWALL(QUIETROCK OR Sheet Title: ���+ E 1 SCALE 3/16"=1'-0" EQUIVALENT)ON BOTH SIDES OF WALLS BASEMEI`�f'#�LvA SEPARATING MECHANICAL ROOM FROM PLAY 3/29/2018 ROOM AND HALLWAY 1. Print Date: 03/21/15 Drawn B' MT APEN 16 USE SOUND REDUCING DRYWALL(QUIETROCK OR 'r p„y,- - _ EQUIVALENT)ON BOTH SIDES OF WALL "`sq` ' SEPARATING UTILITY ROOM FROM PLAY ROOM. i=-OPP�E ICFy�. i VOJaP .P,'1., c1 i v C-4522 1 y Itt11gRCH1T£ Sheet Number. A-102 ©2018 Menendez Architects P.C. QO EO OFO OO w41PO OK 0MO CI O3ER KEYNOTES �° 1 1 DASHED LINE INDICATES ROOF OVERHANG 115'-9" ABOVE. 31'-0" 21'-O" 21'-0" 2 DASHED LINE INDICATES CHANGE IN CEILING 41 PLANE ABOVE. e'-0" 6'-5" T•-5" s'-s" 15-6 1'-81/2•' 10'-6" �'-2" MENENDEZ ARCHITECTS,, , i ' —.'- , 3 MECHANICAL FLOOR REGISTER LOCATION, voice 970.544.4851 small:LAM5MenendezArchitects.com 3'-3 1/2; ' REFER TO MECHANICAL PLANS. 715 W.Main Street,Suite 104 Aspen,Colorado 81611 4 BUILT-IN CLOSET SYSTEM,SEE INTERIOR ELEVATION WALL TYPE LEGEND 11 -, —I � , 5 DOWNSPOUT,TYPICAL. 2X6 WOOD STUD PARTITION ASH�-q�w•-ve�-2 \�q�/ 6 FLOOR DRAIN. 2x4 WOOD STUD PARTITION 5 \\T Q �BATHROCTM S . CLOSET 23 23-y` N _4 iv , CCONTROL JOINTS,RTYP REPRESENT FLOW LINES,NOT ti- 32 I `,y� 33 9li) S DISPLAY NICHE,SEE INTERIOR ELEVATIONS. v " \\/v 30 I CLO O g 4 CHANGE IN FLOORING MATERIAL. 0 �I ry - =o v 10 STONE CAP ON WINDOW WELL WALLS. ry BATHROOM 2 10 31 0 - r�V IIIII \\\ BEDROOM S /J'r ` 11 FREEZE-PROOF HOSE BIB,TYPICAL WINDOW .ii CLOSET 2 ry` 23 1'-3 1/ J I- n 12 BUILT-IN BASE CABINETS WITH COUNTERTOP,SEE WELL ` `v \ 3 INTERIOR ELEVATIONS. © I I - - SH ,^1ER S 5 v 9 �I A ^� 13 DASHED LINE DEPICTS UPPER CABINETS ABOVE. J/ STAIR 19_ 9,) 7 4P _1 0 0301 — 1 4T-3 1/2" -5'-5 1/2" r�6'-T 1/2" 5 1/2" 5'-11 1/2" 13'-3 1/2" i i fry II 1'-1. - o - - - - - - 'ELEVATOR - - - - - - - - ' 33'-4" 13'-11 1/2" STORAGE e 191 °N 36 1 1 BEDROOM 2 -29 STAIR - E -- 20 21 I o , ` O ts �3 �� O � 4 I,_ O 4 r 22� o A , / I / 2 v I I 8'-1" :11' 3-T 1/2 13'-5 1/2" 5'-6" I 40 I _ 2 0 2 a II E 1. c J_� I 'MASTER A-zoe " �� 3 5 T tZ 11 HOWER�, r- L 4-N HALLWAY 2 .9 �� __ II �` I ry MASTER 11 B1 Im CLOSET -- — / CV G 1 TTT ____ 0�5 5 Li.____,,,,) � • GARAGE ■ OWNER'S Q` O I O o I m,rro 2a wy®yya 15 13 .� boots STORAGE m` a O MASTER _ k _ TO ET RM. 22:ri OO12N MUM 18 ,ID drawe 26 >���- - - - �- -�� tV - - - - - - L - - - - - - - - - 1 -BAR fl =ge eo`��t_h__booe`. .,or WINDOW 20 1'-11 1/2" 4'-2" 4'-1" 2-S 1/2" -, HALLWAY S 3'-"f 1/4" 3'- 1/2" �^ , �� WELL ' ' N �i , nl I 2 I OT I I 4 _ 21 J _ F; 1C 7n i 11 J SERVICE D r 12 10 MASTER MASTER RAMS I---, POWDER ENTRY O - BEDROOM 25 FOYER H DWI v 0 o TAu e 9 23 b m 10 - c - KITCHEN ___, L_ 13 LAUNDRY 12 1O O lb 3 ■ 1G O x x I I 1_,--NI �C� 5 r - " x 0 11 -s in tole s ^m> 6 11 t 6'-11"I 6'-8 1/2" 1� 1-/ 1'-8 1/2" 4-11 1/2" 6-4 2T'-8" 3'-4" iT'-8" 3'-4" 21-51/2" / 14 BUILT-IN BENCH,SEE INTERIOR ELEVATIONS. issue: Date: A Date: Revision: 116'-2 1/2" , RD5 REVIEW 10/OS/1/ 15 BUILT-IN DESK.SEE INTERIOR ELEVATIONS. PERMIT 03/21/15 O O O O O 4) 0 "47 Aft "dir O ® -� 1 O © O 16 PREFABRICATED GAS FIREPLACE,MONTIGO — Aft ® MODEL . iT BUILT-IN BAR,SEE INTERIOR ELEVATIONS. 18 EXPOSED STEEL COLUMN WITH BLACKENED STEEL FINISH. Project 19 WALL MOUNTED HANDRAIL,RETURN ENDS TO WALL. SMALLWOOD HOUSE 20 ACOUSTICAL WALL,SEE WALL ASSEMBLY. I FIRST FLOOR PLAN 7.O Sheet TiF /� 21 USE SOUND REDUCING DRYWALL(QUIETROCK OR J/ SCALE:3/16"=1'-O" EQUIVALENT)ON BOTH SIDES OF WALLS FIRST FL L. SEPARATING MASTER BEDROOM FROM 3/29/2018 ADJOINING SPACES. Print Date: 05/21/18 a n B' MT APEN Provide the relative elevation of the landing on 22 STEAM SHOWER. /11'1 , each side of the door and the height of the r' DO Li `� threshold above the landings(this can be spot 23 FLOORCURBL SS SHOWER WITH LINEAR DRAIN,DEPRESS i.`DpP N�EN ce;i tt 9 P FLOOR FRAMING AT SHOWER AREA.TYPICAL OF p;1 1 elevations and/or a detail).Distance from ALL SHOWERS. i V;Ja �n FQ 1l/ exterior landing to top of threshold may be a max i v C-4522 1 y of 7 3/4"if door does not swing over the step. 4t 'y ; f (20151RC R311.3) _ A.M tt.4gRCHIt£ Sheet Number. A-103 ©2018 Menendez Architects P.C. O O ® OF HO OI JO OK ® O MO © O3 c:::) KEYNOTES 1 1 DASHED LINE INDICATES FACE OF WALL 115'-9" FRAMING BELOW. 15-0" 2 DASHED LINE INDICATES ROOF OVERHANG 41 ABOVE. 5-5 1/2" 6'-1 1/2" 5'-„" MENENDEZ ARCHITECTS e�. 3 WALL MOUNTED HANDRAIL,RETURN ENDS TO WALL. voice 970.544.4851 mall:LAM@MenendezArchitects.com 3_5 715 W.Main Street,Suite 104 Aspen,Colorado 81611 /' / 4 BUILT-IN SHELVING. ���A 1 5 DOWNSPOUT,TERMINATE BELOW DECK PAVER. I ALL TYPE LEGEND J O 6 ROOF BELOW,REFER TO ROOF PLAN. 2X6 WOOD STUD PARTITION 1 r 1 T DIAGONAL LINE REPRESENTS FLOW LINE BELOW 2X4 WOOD STUD PARTITION DECK PAVERS.SLOPE TAPERED RIGID INSULATION AT 1/4":1'-0"AS SHOWN. `IU I S CONCRETE ROOF DECK PAVERS ON ADJUSTABLE PEDESTALS.USE WAUSAU TECTURA DESIGNS EXPRESSIONS SERIES 24"X24"PAVERS WITH ULTRAFACE FINISH AND TERRA-STAND PEDESTAL SYSTEM.CONFIRM COLOR WITH ARCHITECT CI PRIOR TO ORDERING.REFER TO ROOF ASSEMBLY R2/A-5O1 FOR BALANCE OF ASSEMBLY INFORMATION.SINGLE-PLY TPO MEMBRANE SHALL BE GAF EVERGUARD EXTREME,SO MIL. I I I I I I I I 2 L--, T 2 STAR a Q • 0 I � I i / ry' , — — - - - - -L 3 STORAGE 2 ELEVATOR — — — — — — — C71 4 r 15 6 r r ry DN 3T r 0 STORAGE — I 6 02 _ _ � l T 2 ® I 14/ el • ,\ r - i r 1 r __.ii_ O O 0 O T 5 11 lb I 2 1 © T T ° 1 41 a - O O _ � _ `15 _ a - - - - - - - - - — - - - y I I I T O L ROOF DECK I I y T T y O y 10 r--Y--� r < -� r o 7 I 10 RAISED PLANTER �12 -I I I I I 1 1 - 11 • Q 11 u J L T L J T L p O O T �13 j 0 T I I I I F RAISED BUILT-IN PLANTER.SLOPE FRAMING TO Issue: Dale: A Date: Revision: DRAINS AS SHOWN AT 1/4":1'-0".WATERPROOF RDS REVIEW 10/05/1, ALL SIDES AND BOTTOM USING HOT-APPLIED PERMIT 03/21/18 MEMBRANE WATERPROOFING(CARLISE VAPOR- ®O O O O eO O OO 4 O O O LOCK SYSTEM)WITH 1 ITH DRAINAGE COMPOSITE AND ,,, . ROOT BARRIER. 10 PLANTER DRAIN,PIPE TO SCUPPER. PROVIDE HEAT-TRACE AT DRAIN PIPE. 11 FREEZE-PROOF HYDRANT. Project 12 PROVIDE DRIP IRRIGATION SYSTEM FOR SMALLWOOD HOUSE PLANTER. O SECOND FLOOR PLAN 7.O 3 DASHED LINES INDICATE SCUPPER BELOW Sheet EGON ^ �PAN 1 PLANTER.PROVIDE HEAT TRACE IN SCUPPER AND 1 J DOWNSPOUT. SECOND L AN 3/29/2018 14 TIMBER TRELLIS MEMBERS BELOW.FLASH TOPS Pnnt Date: Ordwn B OF ALL TIMBERS WITH FACTORY FINISHED SHEET 03/21/18 AI'PEN MT METAL. TM', 15 PROVIDE ELECTRICAL FEED FOR RADON IN-LINE i,AN ��OPPD eNiceN Itl V�ja 1P // i c1• i v C-4522 1 y t': ' A.M tt.4gRCHIt£ Sheet Number. A-104 ©2018 Menendez Architects P.C. OO EO OO O I w., O OK * 0 ED MO © O3 O KEYNOTES 1 1 DASHED LINE INDICATES FACE OF WALL FRAMING BELOW. I I I 1 2 CLASS'A'FIRE RATED ROOF ASSEMBLY:SINGLE- I PLY MEMBRANE ROOFING OVER TAPERED(1/4": 1-09 RIGID INSULATION.REFER TO ROOF MENENDEZ ARCHITECTS e�. ASSEMBLY R1/A-501 FOR BALANCE OF ASSEMBLY voice 970.544.4851 mall:LAM@MenendezArchitecis.com INFORMATION.SINGLE-PLY TPO MEMBRANE 715 W.Main Street,Suite 104 Aspen.Colorado 81611 I SHALL BE GAF EVERGUARD EXTREME,60 MIL IN GRAY COLOR. I 0 r 3 FACTORY FINISHED SHEET METAL PARAPET P T O 4 ROOF DRAIN.CONNECT TO WALL MOUNTED SHEET J METAL DOWNSPOUT BELOW.OVERFLOW DRAIN OR SCUPPER 25 NOT REQUIRED.ROOF HAS BEEN 1 DESIGNED TO SUPPORT THE WEIGHT OF WATER THAT WILL ACCUMULATE BEFORE SPILLING TOWARDS ANOTHER ROOF DRAIN IN THE EVENT A ROOF DRAIN CLOGS.PROVIDE ELECTRICAL 11 72 i IFEEDS FOR ALL ROOF DRAINS FOR FUTURE HEAT- TRACE IN CASE HEAT-TRACE IS NEEDED. �� AND SEAL. 2015 IPC 1108 requires secondary drains I or scuppers.Provide a letter addressed to 6 FACTORY FINISHED SHEET METAL ROOF GUTTER I 1 the building official requesting the alternate WITH DOWNSPOUT.PROVIDE ELECTRICAL FEED method to the code requirement with your AND HEAT-TRACE FOR GUTTER AND proposed design. 2 0 ttI 0TV Q Wig 3 3 I L J I , T I 2CO0 2 I , all 1 '- � I J I � J I o I I , L0 OGI T � l4 2� 111!114-11111111: - - - - - - - - - - - - - � I 0 4 4�o r- — 0 J VP Zia y O (II " 7 � I Provide cut sheets on the pv panels and 10 I r 1 r i 1 i U i 4 10inverters.They should match the numbers I{ .,'I put in the REMP pv 11 t L T L J I L 11 a worksheet. O jI '� 5� I I T FACTORY FINISHED SHEET METAL SCUPPER, Issue: Dale: # Date: Revision: I COLLECTOR BOX AND DOWNSPOUT.PROVIDE RDA REVIEW 10/05/1/ I ELECTRICAL FEED AND HEAT-TRACE FOR ALL PERMIT 05/21/15 SCUPPERS AND DOWNSPOUTS. _ O O 0 0 0 eO G " O w4„, wd„, 0 (44, 4 ® O O O 8ON PIPE PENETRATION AT ROOF,FLASH AND 9 KITCHEN EXHAUST HOOD FLUE TERMINATION LOCATION.FLASH AND SEAL. 10 ROOF DECK BELOW,SEE SECOND FLOOR PLAN. Project 11 6.2KW PHOTOVOLTAIC SOLAR PANEL SYSTEM TO SMAILLWOOD HOUSE OFFSET SNOWMELT AND REMP FEE 100%.SYSTEM DlC�}/'► �`rI O ROOF PION 7.O SHALL BE DESIGN BUILD. Sheet Title. ROOT rL IY �� SCALE:3/16"=1'-0" 3/29/2018 Print Date: 03/21/15 OrawnAJPEN MT %V;i O'p'O6PDEW"PF III c1 I I': ' A.M II.....CHIT£ Sheet Number. A-105 ©2018 Menendez Architects P.C. 00 O = OO OO Qecp, I I I I i I I I I MENENDEZ ARCHITECTS e�. voice 970.544.4851 emall:LAM@MenendezArchitects.com 715 W.Main Street,Suite 104 Aspen,Colorado 81611 I I I I I I I I O l:a _ O r. CLOSET 4 GLG.HT. I I I I BEDROOM 4 I O o"HT ,-,— IO © :• �� TOILET RM.4 2 STAIR O 7/2 - - - - - - - - - - - - - - - - - BATH 4 II GLG.HT. J © 1 SHOWER 4 I W4:7 ELEVATOR "- - - - — GLG.HT. HALLWAYI GO O"HT. r r-, r O O SHOWER SI _ L_J I BATHS I MECHANICAL I ROOM 2 ® 2 TOILET RM.16 I I I 0 GAME STORAGE 4. Q OWNER'SLG.HT. STORAGE 9_B„ o - - - - = - - - - - - - - - - - - - - a ;, - - - - - - - - PLAYROOM - - - - - - - - - - - - - - - - — - - a a GLG.HT. CRAWL SPACE " CO • UTiL.TY ROOM 0 11 1,. O r� JJ L-J I I I I Issue.- Date: it Date: Revision: PERMIT OS/21/18 00 00 004 O K O © eO O OBASEMENT REFLECTED CEILING PLAN Project SCALE:3/16"=I-0" SMALLLWOOD DOUSE S SheagX5EM ENTRELMIRED GEILINGj jh-b16118 Print Date: 03/21/16 D65VflB PEN MT NOTE: ELEVATIONS EQUAL BOTTOM OF CEILING " '7)"V'P. . - - FRAMING,SEE BUILDING SECTIONS ,P50 Lk,‘11 .. li i v C-4522 i 111.4..RCHIt£ Sheet Number. A-106 ©2018 Menendez Architects P.C. 00 O 0 O O = O 0 0 4 , 0 i 0 0 000 I I I I i I I I I MENENDEZ ARCHITECTS e�. voice 970.544.4851 email:LAM@MenendezArchitects.com 715 W.Main Street.Suite 104 Aspen,Colorado 81611 I I I I I I I O O I I I CLOSET 26 SHOWER 2 BATHROOM 3 I 1 CLOSET 3 BEDROOM 3 I o 0 CLOSET 2 BATHROOM 2 a — SHOWER 3 O I I �— 1 I 0 STAIR, _, O © o BEVRoaM 2 _. HALLWAY 2 o O 0 T—� o LJ _ L,L _7__ —L J_,—L - -LJ— _L_ - - J ® SHOWER 2 SHonEe MASTER 2 0 CLOSET 4 I I el I I- r , I 11 I I I I V I I I STORAGE � — GARAGE O MASTER BATH GLG-0.HT. MASTER TOILET RM. GOATS OFFICE I . 10' " MUDROOM 0 ILI I I 1- LIVING ROOM I - DINING ROOM I � J � T h — — — — — — — — — — — — — — — — L — — — — - - _ - - - - — — 'Am BAR HALLWAY 5 - - - - - - - - - - - - - - o - - - - - - O I— r� L_ —I L I MASTER MASTER POWDER - SERVICE - BEDROOM FOYER ENTRY - LAUNDRY KITCHEN 0DI — I - - I 10 11 .1 I I V—I r-1 I I I I I I 11 O 0 Issue: Date: /!' Date: Revision: PERMIT OS/21/18 1 00 00 0 F 0 O 0 0 0 0 0 00 O Project OFIRST FLOOR REFLECTED CEILING PLAN SMALLWOOD HOUSE SCALE:3/13"=1'-0" Sheet TiNe: FIRS IRE.1,. D REFLEGTED ¢j jN Print Date: 03/21/13 DS8516,EN MT NOTE: ELEVATIONS EQUAL BOTTOM OF CEILING _ „ '.1"���1,i . ' ' FRAMING,SEE BUILDING SEGTIONS PD U O C��1 .. i v i i C-4522 . t': ' A.M I''....CH1T£ Sheet Number. A-107 ©2018 Menendez Architects P.C. Please add the height points from the height over topography chart to the elevations. 1 Please add existing MENENDEZ ARCHITECTS e�. Q and all elevations grade O © © O © O © OO © O voice 970.544.4 85 1 email:ARCHITECTS Aspen. A hite[s.com to elevations along �15 W.Main S[reel,Suite 104 Aspen,Colorado 81611 with approprite labels _ FIREPLACE FLUE AND''' TERMINATION EXTERIOR THREE-GOAT ZO N -_ �••, - ------_______ 4 T.O.SHEATHING 7 SHEET METAL COPING, 11.1-61. 122'-41/2APICAL • - TOPPTE121'-3"V8"DASHED LINES INDICATE FUTURE GARAGE DOOR GARAGE DOOR WITH SHEET EXTERIOR THREE-COAT ALUMINUM CLAD WOOD WOOD SIDING AND SOFFITI O LOCATION METAL CLADDING -[STUCCO _ WINDOW,TYPICAL ,� - - - T.O.SHEATHING 1 �,' • - � • -'• •1111111 11111 111111 11111 11111 11111 11111 11111 11111 11111 11111 II II 11111 TOP PLAT „' 8 1/2' - T.O.SHEATHING AL 1 --L."-P''1.:i-...': ''-'':..'-.''''..::: r.''' '-'1 M O G Y Y' 1 - TOP PLATE.. .. ; i .. 1,-‘,,,:i, 0"' 0 • • itisv J� �_� - - - - - - - - - 1■ ,. _ �� T.O.SHEATHINGT AL I I TOP PLATE. 4,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 98'-'7 1/4' rl I CUT STONE VENEER SHEET METAL DOWNSPOUT,CONNECT GUT STONE VENEER,TYPICAL r� TO UNDERGROUND PIPE ALONG BASE OF BUILDING T.O.COIN. G.54" }- rJ r ST-61L/4 L -I J T.O.FOOTING }L Sb'-T 1/4" q O NORTH ELEVATION NOTE: STUCCO CONTROL JOINT PATTERN TO BE DtItSMINED O © O O O 11 EXTERIOR FINISH NOTES MOISTURE PROTECTION MATERIALS EXTERIOR THREE-COAT STUCCO: PORTLAND CEMENT PLASTER(STUCCO)COMPRISED 25'HEIGHT LIMIT- SHEET METAL COLLECTOR i0 FLUID APPLIED BELOW GRADE WATERPROOFING: BOX N OF SCRATCH,BROWN AND FINISH COATS -_-_-___ (MINIMUM NOMINAL%"CEMENT THICKNESS)WITH TREMCO TUFF-N-DRI H8.SEE INSULATION SCHEDULE -------—- TURER S __ ___ Q METAL LATH,RAINSCREEN DRAINAGE MAT AND FOR INSULATION/DRAINAGEBOARD _ T.O.SHEATHING�y} WATER-RESISTIVE BARRIER.REFER TO WALL SPECIFICATION.INSTALL PER MANUFACTURER'S -_ - - - - - - -- - - - - f\ 122'-4 1/2"Y ASSEMBLY W1/A501 FOR ADDITIONAL INSTRUCTIONS.IF GROUND WATER IS INFORMATION.FINISH COAT SHALL BE A FINE ENCOUNTERED DURING EXCAVATION OR TOP PLATE AL COARSE SAND/FLOAT FINISH WITH INTEGRAL CONSTRUCTION OF BASEMENT,INFORM ARCHITECT 121'-3 1/5" COLOR(COLOR TO BE DETERMINED).DRAINAGE TO REEVALUATE WATERPROOFING SYSTEM. EXTERIOR THREE-COAT y MAT SHALL BE VAPRO SHOP r,3MM VAPRO MAT. VAPOR BARRIER/SOIL GAS RETARDER: STUCCO - JJ 7 WEATHER RESISTIVE BARRIER SHALL BE VAPRO (� RAVEN INDUSTRIESVAPORBLOCK VB10 OR . ,. .W to SHIELD WRAPSHIELD SA. EQUIVALENT.PROVIDE ALL NECESSARY BATH EXHAUST VENT . y-� SHEET METAL COPING WOOD SIDING AND SOFFIT: ACGESORIES,INCLUDING TAPE,SEALANTS,ETC.TO TERMINATION,PAINT . "2 ix6 TSG SQUARE GROOVE(WITH 1/8"JOINT)CLEAR FULLYFINSTALLATION. STRUCTIONS AND � INSTALL PER MANUFACTURER'S IN SAME COLOR A5 7 I -" VERTICAL GRAIN CEDAR WITH TRANSPARENT S / ua FT v STUCCO BATH EXHAUSTS 4 STAIN m I T.O.SHEATHING �'.o .. } 112'-3 1/5" STONE VENEER: TO.SHEATHING_ - - - - - SWENSON GRANITE WORKS OR EQUIVALENT 110'-9 3/8" U "- TOP PLATE NATURAL CUT STONE VENEER,2"THICK x 2'x 4' - ,.�`- (♦ -• 111'-2 1/2 GRANITE SLABS.SMOOTH FACE.SAWN SQUARE A TOP PLATE.. - SMOOTH EDGES.BASE BID SHALL BE FOR 109'-2 5/8" ^ EXTERIOR THREE-COAT PRICE RY GRAY GRANITE.PROVIDE ALTERNATE \ •• - STUCCO ry PRICE FOR GAMBRTAN BLACK.SEAL ALL STONE. `1� M r, EXTERIOR SHEET METAL INCLUDING COPING. N '- SCUPPERS.COLLECTOR BOXES.GUTTERS 4 (.1 /� I J P DOWNSPOUTS: Issue: Dale: tf Date: Revision: ir m 1,\ %r A-502 m FACTORY FINISHED 24 GAUGE GALVALUME SHEET METAL"COLOR TO MAC OR PERDS REVIEW 01 /21/15 . - � _ -- , • WINDOW CLADDING. PERMIT 03/21/18 — a 0 T.O.SHEATHING '- T.O.SHEATHING 100'_O" - � ` - r —1- f - 100.-0" • TOP PLATE. _ _ I _ TOP PLATE. k PS'-T 1/4" I 98'-1 1/4" \ CUT STONE VENEER ALUMINUM CLAD WOOD 4 WINDOW,TYPICAL L SHEET METAL DOWNSPOUT, Project Or CONNECT TO UNDERGROUND = SMALLWOOD HOUSE > PIPE • Sheet TiNe: LLcfi V EXTERIOR NS T.O.GONG.SLAB TO.GONG.SLAB 3/29/2018 ST-6 1/4" _ T - - r ST-5 1/4 Print Date: 03/21/18 Orewn B: MT APEN T.O.FOOTING L J L -1 1 1 1 L J —. - - T.O.FOOTING a ������y :•JR!nc.1 - 86'-T1/4" 55'-T1/4" \ 4 •.. foso,'pp0 UcPti y osI. i � �% i C-4522 v y III5--RCHIT£ OWEST ELEVATION Sheet Number. SCALE:3/15"=1'-0" A-2 0 1 ©2018 Menendez Architects P.C. ----7i OO OO O G O 0 0 O O O MENENDEZARCHITECTS,, voice W. 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EAST ELEVATION A.M II___RCHIT£ SCALE:5/15"=1'-0"O SCALE:3/16"=1'-0" Sheet Number. A-202 ©2018 Menendez Architects P.C. -------"7 i O O O O O O O © O © MENENDEZARCHITECTSec. voice W. Main .tree email:LAM@MenendezArchitects.com ]15 W.Main Street,Suite 104 Aspen,Colorado 81611 FIREPLACE FLUE AND TERMINATION ALUMINUM CLAD WOOD SHEET METAL COPING, WINDOW,TYPICAL `TYPICAL �7 SHEET METAL COPING, • - TYPIGAL J _,I EXTERIOR THREE-GOAY ` .. .., :'r.S:. ALUMINUM GLAD WOOD 6x10 TIMBER TRELLIS I ) WINDOW,TYPICAL MEMBERS AT 18"O.G. ■ STUCCO ifrT.O.SHEATHING - • '.'''.: .....'.....'.... '..'•'' ' . :.: m T.O.SHEATHING Abu h�11 1'7 h�11 rl I� TOP PLATE '0 0: ].{]. 0 .0 0 4 {�• .O ,0. 0 0 � ❑ Q "F1 �. LJ ❑r IJ. 0 I 0 Cf I I I �I%/i�. - - - - 110'-9 3/8" 4/ 11 -2 5/8" TOP • „ '„,:'.. . " .'' . '' . ''' .'"' _:t : . 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TOP PLATE. h Project 95'-T 1/4" 1f1=L . 98'-/1/4" 111EM=111�LH 11- -111Ell1=11I =1I „1=1I =1I =1 =1-111-I I' I 95'-T 1/4" q J -III I1 111=111 1=I1E111=III-111=III 1 EXTERIOR THREE-GOAT -111E111 111E111E1II_ Lr SMALLWOOP HOUSE IEHIEll 1_I I IEI 1=1 1I IEI I I111EI I I1 IEI '117111E -I11- III- STUCCO f>n 1 =1r 1 11=1I T S 11IEI11I, II117 ISI_ Sheet Title. ///��� /� - - -III-III- 111=1 IEI I I I I I 1 SHEET METAL DOWNSPOUT, EMT l" _ ilf � � T-1 - '1-1 IIi�T — - EXTERIOR NS 11=ii - -1�= CONNECT TO UNDERGROUND 11-�- u.t- Ii1 111� - 111-11 1 I III -1111 1711E 11-1 PIPE HEI I=I I IEII I IEm„, 111E1111 3/2 9/2 018 El 11E111 E 11 =111=111=111E111= 111-I I IE 1- IT1T- 1u 111 11 Pnnt Date: 03/21/18 Drawn B MT L,I11ElI11I 111 -_ - - , T.O.SHEATHING �=YE = T.O.GONG.SLAB �I1ll1 — — $ - _.- —-— PARTIAL WEST ELEVATION — — = 11111mE1 GONG.SLA aoo u'` A PEN IIII I I :n euc 81'-6 1/4" �� 8T'-6 1/4" O u> T.O. eft-6 1/4" P..._..BF 1 T6'. T OT 1- - , - f< = ��. 2 1 — 86'--!1/4" — III'-1I II�--T- O:p MEND J'11 � T.O.FOOTING _ i T.O.FOOTING SCALE 3/1"'-1'-G" 1: � T.O.FOOTING �V:a �*p;F I =III h11 -111I- =' • •„J a I _ 1-ll1 - 111E 111E111 M_= -Ill,=,1111 11 1 ' 56'-/1/4" i �•• 1111 1-III 1111 � ; C-4522 ; l _ A.H _1 "I................. OPARTIAL EAST ELEVATION ® PARTIAL WEST ELEVATION © PARTIAL WEST ELEVATION SCALE:3/16"=1'-0" SCALE:3/16"=1'-0" SCALE:3/16"=1'-0" Sheet Number. A-203 ©2018 Menendez Architects P.C. r --.................7 w I // MENENDEZ ARCHITECTS e�. // voice 970.544.4851 email:LAM@MenendezArchitects.com A / 715 W.Main Street,Suite 104 Aspen,Colorado 81611 / / / 1 l i/ / / / / / / / / / / / s / / / • OROOF CONDITION 1 SCALE:3/16"=1'-0" ' '// // / / / / kJ / I // dI // A A. //// _ A. //// / // I- // // // I1 , // di.— 1 / i // / / / / issue: Date: # Date: Revision: RD6 REVIEW 10/OS/1"I / / PERMIT 03/21/18 I 1 /// lix. Project LI I SMALLWOOD HOUSE Sheet Title.STREAI'E E © ROOF CONDITION 2 © ROOF CONDITION 3 HEIGHT GO1,4p TA E SCALE:3/16"= -0" SCALE:3/16"=1'-0" Print Date: 1' 03/21/13 0 '°°/PEN MT O D fygp6 4.+ i., i ;• I i C-4522 1i: ' A.M Sheet Number. A-301 ©2018 Menendez Architects P.C. 11 O ell INSULATION SCHEDULE -..............."711 TYPE LOCATION A ALL NON-VENTILATED FLAT ROOFS R-49 TOTAL:R-15 TAPERED RIGID INSULATION(3"AVERAGE HEIGHT),R-21 SPRAY POLYURETHANE FOAM+R-13 FIBER BATTS B ABOVE GRADE EXTERIOR WOOD FRAMED WALLS R-25 TOTAL:R-5 CONTINUOUS RIGID INSULATION ON EXTERIOR+R-20 SPRAY POLYURETHANE FOAM CAVITY INSULATION MENENDEZ ARCHITECTS ec. WITH CONTINUOUS INSULATION volts 970.544.4851 small:LAM@MenendezArchitects.com C 1 EXTERIOR BASEMENT WALLS R-19 TOTAL:R-S(1 3/16")CONTINUOUS INSULATION/DRAINAGE BOARD ON EXTERIOR+R-14 SPRAY POLYURETHANE FOAM 715 W.Main Street,Suite 104 Aspen.Colorado 81611 CAVITY INSULATION D EXTERIOR CRAWL SPACE FOUNDATION WALLS R-18 TOTAL:R-5(1 3/16")CONTINUOUS INSULATION/DRAINAGE BOARD ON EXTERIOR+R-13(2")CONTINUOUS WITH INSULATION ON BOTH SIDES OF WALL ALUMINUM FACED RIGID INSULATION ON INTERIOR E ALL INTERIOR PARTITIONS(FOR SOUND) FIBER BATTS(FULL DEPTH OF CAVITY) F FLOORS OVER CRAWL SPACE R-38 FIBER BATTS G BETWEEN FLOORS(FOR SOUND AND IN-FLOOR HEAT) R-19 FIBER BATTS H CONCRETE SLAB ON GRADE AT BASEMENT RIGID FOAM SLAB-ON-GRADE INSULATION R-1O(2")UNDER SLAB V O INSULATION TYPE'B', I CONCRETE SLAB ON GRADE AT GARAGE RIGID FOAM SLAB-ON-GRADE INSULATION R-1O(2")UNDER SLAB /11 INSULATION TYPE'A', R1 SEE SCHEDULE J INTERIOR CRAWL SPACE WALLS R-19 FIBER BATT INSULATION .p SEE SCHEDULE K CONCRETE FOUNDATION WALLS AT GARAGE R-16(2 1/2")CONTINUOUS ALUMINUM FACED RIGID INSULATION ON EXTERIOR AT STEM WALLS 4 SLAB EDGE —Tiiih .O.SHEATHING f _ ij 112'-9 1/4" � IIEI- - ry T.O.SHEATHING • 111'-91/2" NOTES: TOP PLATE = 1; "—v TOP PLATE}� 111'-21/2" ' 110'-0- " 1. SEE ASSEMBLIES SHEET AND WALL SECTIONS FOR CONSTRUCTION DETAILS 11112.ALL FIBER BATT INSULATION SHALL BE UNPAGED FORMALDEHYDE FREE.3.SPRAY POLYURETHANE FOAM INSULATION SHALL BE CLOSED-CELL POLYURETHANE WITH MINIMUM R-6 PER INCH THERMAL RESISTANCE VALUE AND GREENGUARD INDOOR AIR -QUALITY CERTIFIED. n4.CONTINUOUS RIGID FOAM WALL INSULATION SHALL BE DOW STYROFOAM BRAND SCOREBOARD EXTRUDED POLYSTYRENE FOAM INSULATION WITH R-5 PER INCH THERMAL '.1KITCHEN DINING ROOM QRESISTANCE VALUE. 7- O5.DRAINAGE/INSULATION BOARD SHALL BE TREMCO WARM-N-DRI BOARD.6.SILL GASKET(BETWEEN WOOD SILL PLATES AND TOP OF FOUNDATION WALLS)SHALL BE DOW SILL PLATE. Q I 1.RIGID FOAM SLAB-ON-GRADE INSULATION SHALL BE DOW STYROFOAM BRAND SQUARE EDGE INSULATION WITH R-5 PER INCH. m W1 INSULATION TYPE'G', 8.ALUMINUM FACED RIGID INSULATION SHALL BE JOHNS MANVILLE AP FOIL-FACED POLYISOCYANURATE CONTINUOUS INSULATION SEE SCHEDULE .Q O 9.GROUND COVER UNDER CONCRETE SLABS SHALL BE CLASS I.6-MIL(MINIMUM)POLYETHYLENE SOIL-GAS-RETARDER.THE GROUND COVER SHALL BE CONTINUOUS,COVER THE ENTIRE T.O.SHEATHING _ I T.O.SHEATHING 10.THE BUILDING THERMAL ENVELOPE SHALL BE DIFFERENTIAL SUITABLE FEFILML EXPAALL JOINTS, NSION AND AND CONTORACTION.THE EFOLLOWINGLY SEALED O LIMITSHALL BSPACE GROUND SURFACE AND EXTEND TO ALL FOUNDATION WALLS INFILTRATION.KED,GASKETED WEATHERSTRIPPED BEOR OTHERWISE SEALED WIR MATERIALS AIR BSHALL ARRIER THE AREA.ALL JOINTS SHALL BE LAPPED NOT LESS THAN 12-INCHES AND SHALL BE IMMATERIAL,Fr,OR A. 1 TOP LATE rOW FOR „—II1II�I 1._ • y IIIIIIIIIIIIIIIIIIIIIII1 II i i - "t=111 it l I-III-11- 100'-O OR TERIAL: • OPENINGS BETWEEN WINDOW AND DOOR ASEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. Y �`�`�NS. -=11—WI —I — =III UTILITY PENETRATIONS. 711=_ DROPPED GFTI TNGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. SEE SCHEDULE TYPE'11 III INSULATION TYPE'E', INSULATION TYPE'G', KNEE WALLS. SEE SCHEDULE 1 = SEE SCHEDULE SEE SCHEDULE BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. _ III-1�€ATTIC AND AND CRAWL SPACE ACCESS OPENINGS. u—� OWNERS OTHER SOURCES OF INFILTRATION. EWE-I —III UTILITY ROOM Q - © STORAGE HE)4 II W2-f-j- INSULATION F3 I= TYPE'H',SEE Q jik T.O.CONC.SLAB _ _ .II=1I I a SCHEDULE = RESIDENTIAL PRESCRIPTIVE REQUIREMENTS 57-6 1/4" 1- =rrIII;�I!r1 _ _ _ _ �'- _ _ _ _ _ • 11 111 2075INTERNATIONAL ENERGY CONSERVATION CODE IECC i T.O.FOOTING — �-$3 III IIIIII III ICI ��IL III ICI III III III 't7"III- (IECC) ab'- va^ iii1 1 I�li�l I� r 1 III =III 1.11 T I I.A7 1I Ili I I�IiL CLIMATE ZONE 7&8: III-11=III=1I1=I I1= -III= =III=l I I-I 1=I I=I I1=1 I_ 711=I I1=-- CEILING R-VALUE 49 WOOD FRAME WALL R-VALUE 20+5 OR 13+10 MASS WALL R-VALUE 19/21 FLOOR R-VALUE 38 BASEMENT WALL R-VALUE 15/19 O BUILDING SECTION SLAB R-VALUE DEPTH 10,4 SCALE:3/16"=1'-0" CRAWL SPACE WALL R-VALUE 15/19 FENESTRATION U-FACTOR 0.28 SKYLIGHT U-FACTOR 0.55 m © O © © O ip . INSULATION TYPE'A', 4110 u\1 _ SEE SCHEDULE_—_—_—_—_—_—_—"—"—"—" N T.O.SHEATHING 9 -__-__-� - - - T.O.SHEATHING 122'-4 1/2" OP 3LA • - TOP 3PLATE . a 1/5"THICK STEEL PLATE CLADDING, II TYPICAL OF PLANTER WALLS I'd � INSULATION TYPE'G', ; m• N _ - - - . .—"—"—"—. SIM. SEE SCHEDULE STAIR N ry INSULATION E'B', ry Q - iii I SEE SCHEDULE V ir 1\9 INSULATION ITH'A', . V T.O SHEATHING O _ _ _ p SEE`SCHEDULE _T.O.SHEATHING 113'-11/4 " ;7 e - 8—��I�_ _ �" r 113'-11/4" T.O.SHEATHING - -_ _ 1 III = — 1 - - _ - - 1 TOP PLATE 112'-3 1/8" "iq - IIIIIIIIIIIII . — +� - - 111'-8 1/2 TOP PLATE \ INSULATION Tre'A', — , T.O.SHEATHING . 11'-2 1/2" O SEE SCHEDULE — lil 7 110'-9 3/8" iv � m TOP PLATE.. h • / • INSULATION TYPE'B',• 'T 10 1 10'-2 5/5" • ry SEE SCHEDULE BEDROOM MASTER BATH 4 HALLWAY 2 I BATHROOM S I INSULATION TYPE'E', O ICO Issue. Dafe: 4,' Date: Revision: SEE SCHEDULE _ N - PERMIT 03/21/15 m ® © INSULATION TYPE'G', 4 © 4 , ® m .� SEE SCHEDULE T.O,SHEATHING — . = T.O.SHEATHING h - - 1- III I"I III IF 100'-0".111= q H . - i STAIR it '1 I-_I' - TOP PLATE. k — TOP PLATE =III= =W 98'-"I 1/4" • $95'-7 1/4" Ill111I ...lit ISM `- — = = INSULATION = TYPE'C'SEE INSULATION ITYt'G', CIIII —__ TYPU TION 1 ILL SCHEDULE TYPE G•,SEE =11 Project INSULATION TYPE'E', SM A��OO� {RUSE _ SEE SCHEDULE SEE SCHEDULE ..,,,,.I_ SGH�ULE rl HOUSE O �i PLAY ROOM HOWER 5 I BEDROOM 4 t` rI �,�© Sheet TiNe: I ,� /}Q�� INSULATION TYPE'H', INSULATIC i£�VED-E, �1 SEE SCHEDULE ® ® H I BUILDING T N -III 1 III-II-. $A ../2.Z� T.O.GONG.SLAB - - - - T.O.GONG,SLAB 81'-S 1/4" - _ - - --.1=111 n-rn-m - - �� �-III- III III =III r=1: f 81'-6 1/44 Print Date. 03/21/15 Orawn� MT 86- T' III- �- -II I-III- I„I T -� -I•1 L= = - - - - 1''" - 1 T.O.FOOTING . ;,_ �;,B PEN 1 j E L=III,=.1 I I -� I I II r n=III I I III-1 I-_ - = ...._,,,,,,Date: • =J:".:-... T.O.FOOTING 1 t;` ln- _ =III=Lu r D,, Fy t, v c4' i C-4522 y i': ' A.M 1f--gRCHITE OBUILDING SECTION Sheet Number. 2 SCALE:3/16" 1'-O" 302 ©2018 Menendez Architects P.C. OOOOoOO OOOME:-.....‘..'....N.Y-:ESI ECTSn,voice.Main .tree@MenendezArchitects.com ]oi a Main Street, Aspen,Coloratlo 81611 1 INSULATION TYPE'A', R1© SEE SCHEDULE ® II.1IIIIIIIIIIII III�' R�2 INSULATION TYPE'A', ' ' R1INSULATION TYPE'A', OSEE SCHEDULE SEE SCHEDULE I TO.SHEATHING R1 -d .O.SHEATHINTOP PLATET• �� _- III IIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITATIIIIIIIIITOP PLA111'-2I1/2" ,,-,-,-•-.- 111'-2SEE LATI N E'B' ry INSULATION TYPE'B','. SEE SCHEDULELINSULATION TYPE'A',- f�nSEE SCHEDULE INSULATION TYPE!',MASTER SEE SCHEDULE OWNER'S n HALLWAY 2 LIVING ROOM F DINING ROOM HALLWAY 3 GARAGEBEDROOM m STORAGE W1INSULATION 6INSULATION ITrt'G', F2INSULATION TYPE'F', SI1M. WTrt E,SEE OSCHEDULE SEE SCHEDULE O SEE SGHEWLE F3E 5 T�LTYPE'I', tioviik T.O.SHEATHING I1 - / .GONGSLABB79/ D,�0 4 • -1I1 I IIIIIrI � IIIIIIIYI II' IrIIIII I I I IC I IIIIIIf. . II I II C IIIII I III I I IIII I III C IIII'II 9-90 TOP PLATE. - �IIIIIIIII 1 >u= T� w m u wu� w =r� LO I -1 -111 ' III114111-III=III 11-11' '^ � "' "' - _ INSULArwND PE'K',© TICRAWL SPACE = SEE SCHEDULE INSULATION TYPE'E', 1- INSULATION Trt D', -III- ll- SEE SCHEDULE INSULATION TYPE'J', I I lq SEE SCHEDULE 111-11 11 SEE SCHEDULE - I1..s III 7 Ai INDOYN WWELL 4 PLAY ROOM u OWNER'S ICI ICI III- 1 I b is STORAGE 11 111E111=111 '1111 III I11 111E111E 111E_I' 4"CONCRETE SLAB 1 ,..: O I-II ,L1 =11 III INSULATION TYPE'G', INSULATION TYPE'H', F3 INSULATION TYPE CI, III�I- i III b�SEE SCHEDULE SEE SCHEDULE SEE SGHEGU E L a edge In T.O.CONC.SLAB '->T rf I III it o - >~ E111 ��I 1TI=. Provide detail of the slab insulation. 87-b 1/4" � III III-III III- Ili = Slab-on-grade floors with a floor surface I fl less _ _ -III- - than 12"below grade must have insulation T.O.EDDYING -- �_ - - - -III III III=1 1=1 1=1 1-1 L 1=1 I_ -1 1= IIII I11 11I I-I 1=1I ii I11I 1=1 i III-I I11 i 1=1 I I ii - III I-I I I- t o g III =_ 6 ab'-i va" I1 I11.,11 llr-,11 III : W W=W=W 1�ll1=ll W III W= W= W= Jl'�7=ll Jll=1 extending downward from the top of the slab -I 111 I-III-III 111-I I-11111p I 1I ti l l-1I�l l-I till 11-I I Isi l l III I I - l=III=111-I I I11=111-1 1= '- ''1- sill=1 1=1111 1=111-1I I-111=11=111E 11-III-HI- on the outside or inside of the foundation =1TI_111UII-11E111= wall.The insulation must be extended for by =il�ll—III— = I any combination of vertical insulation,insulation extending under the slab or insulation extending out from the building. O BUILDING SECTION See insulthe ation must extendbelow 4'eIf not providing '� insulation must extend 4'. If not providing slab SCALE:3/16'= '-0" edge insulation in this way,use REScheck and give the slab an R value of'0'.(2015 IECC 11 O © 0 0 O 3 continuous Revising detail 5/A50extending o show the continuous insulation extending down 4'would work. i 717 1 ''' INSULATION TYPE'A', R1 ITO.SHEATHING 1I s-i' SEE SCHEDULE 1 TOP PLATE 1 �'I� IV 11T'-2" INSULATION TYPE'B', v.m.,io oo, w-m.m„m"on,nl SEE SCHEDULE - ij INSULATION ITYC'A', R1 m SEE SCHEDULE 1 r...1 I I� Y// - - 6i T.O.SHEATHING f 7.4 ilU 1� 11i1 1 T.O.SHEATHING 112'-9 1/4" T.O.SHEATHING I 'I I1 �I I1 �I I1 �I 11 x, \ 111 -91/2 TOPPLYTE - �' ry� 111 91/2_ (/� TOP PLATE GTOP PLATE Iry 110'_ 111'-2 1/2" • - . 10' I I LIVING ROOM 3 ROOF BUILDUP I INSULATION TYPE'B', N SEE SCHEDULE 2x10 ROOF = STRUCTURE Q "I LAUNDRY HALLWAY 3 MUDROOM 9 O • O issue: Dafe: B. Date.' Revision: 7 W1F1 f B INSULATION TYPE'F', RDS REV. 09/21/1l m INSULATION TYPE'5', ® F2 FS Wi PERMIT 03/21/18 .r SEE SCHEDULE - _ -••III= -I�'-� TOP PLATE. SEE SCHEDULE 111 — �T'.O�.SHEATHING 7- _ - I _ \ T.O.SHEATHING T.O.SHEATHING a . u T.O.SHEATHING l '00'-0" • I II ����-I _r} II 100- J_�- _ 100- TOP PLATE. T i = ` = = 80 ro/4 l- II, �IL,�III I F III-11 1 96'- v4° =111 =l l I- 1 iv 1E111 1I =1I' 1E11111 9- 1E CARAWL SPACE [�INSULATION Trt Project f 111111E INSULATION SEE SGHEDUI.E TYPE G 93O.FOc/4ING - - /I---i I l li i III I fl �l III SEE SCHEDULE 1 f O PLAY ROOM 1111 1 - - - _ -I I Isi l l-"` 4"CONCRETE SLAB -111 111 =�1- SMAtLLWOOD HOUSE Ili IIII III III=III-III '- =111 111 I f - f =_I. I-III-" Sheet Tile: 1"D I INSULATION TYPE'H', F3 III W2 RRFF FF'' 1( 4 _ BUILDING� C1` 5 T.O.GANG.SLAB - - r1 SEE SCHEDULE =1T1= 1. III=11 I • IW lll W �- III E 111E111E1 3/ ola 29 2 8T'-b 1/4" - Print Date: Drawn B �IJ III 03/21/18 gpEN MT ll ll� "I-III-III�IIIIIIIIIIII�IIkr �Illll 'J�r'r,III= =III III=III ' ' b6'-/1/4" 1-11=11--lt =111=�Mls111sill- --1imr-HEu11111=111-I - BUILDING SECTION ----'_•'•. •.. � T O.FOOTING L — — — III II1-1 1 11I 1n1 11 --III=III_11„111E1 1=111-I SCALE:3/16"=1'-0" ,=opPDO LICFy y - 1-1III_. __.—.-- - - - i per:NM'EN ac I, --. V;Ja :F011 i c1• v C-4522 1 y l':, '.A.1-1 ' 111‘'gRCHIT£ O BUILDING SECTION Sheet Number. SCALE:3/16"=1'-0" A-303 ©2018 Menendez Architects P.C. 11 --............"7i 0 0 volce 970.544.MENENDEZ ARCHITECTSARCHITECTS hite te.com 715 W.Main Street,Suite 104 Aspen,Colorado 81611 INSULATION ITYt'A', Si rfi SEE SCHEDULE FRAMED FLAT ROOF-GLASS'A'ROOF _ ASSEMBLY,REFER TO ASSEMBLY DETAIL T.O.SHEATHING R1/A-501,TYPICAL 112'-9 1/4" L ATE c W7 4, T.O.SHEATHING TO111'P-P21/2" INSULATION TYPE'5', LL "4- ;;1'.'''';:...:, ':: ".:''-'-V _ - SEE SCHEDULE -_- - .._-,--/1'�� IN B.O.JOISTS __ GARAGE _T wt.-2" - ! - - 4 SIM. W1 F3 _ _ E.O.GONG.SLAB I I=III1 1 - III III—III—III—III -mrlil—fll—il— —III- ' ry 99 9 FRAMED EXTERIOR WALL WITH STUCCO INSULATION TYPE K' 'I_ 1=1 1 f 1=1 1 111 -I 1= =1 - = = —III- 1 FINISH,REFER TO ASSEMBLY DETAIL 1= 111=11I _I I1= - -11I 111 1 T.O.FOOTING W1/A-so1,TYPICAL SEE SCHEDULE 1=11 I=�+.lu;:,^ -:H INSULATION TYPE'I'. — �..^-t} 96'--f 1/2" 1 - SEE SCHEDULE '1- 171�1=1I1i INSULATION TYPE'K', III. SEE SCHEDULE `^�000�i.�OIM^�IO�SOiO�',. I YY ti-- OBUILDING SECTION /—WINDOW,TYPICAL SCALE:3/16"=1'-0" LIVING ROOM ry y— LOND DASHED LINES REPRESENT CLEAREANCE I; TO COMBUSTIBLE MATERIALS REQUIRED - i1 , PER MANUFACTURER'S RECOMMENDATIONS 0 • METAL STUDS r V Q1 = FIREPLACE BOX® INSULATION TYPE'A', SEE SCHEDULE m ott the riepl joist Q ---/ o below the fireplace at f ; T.O.SHEATHIN the thermal envelope. 122'-4 1/2" - - - TOP PLATE,�J�} 2,� 121'-3 7/S" `� FRAMED FLOOR(WOOD FINISH),REFER INSULATION TYPE'B', TO ASSEMBLY DETAIL F7/A-501, SEE SCHEDULE STORAGE 2 ELEVATORN \ I TYPICAL INSULATION TYPE'A, ry - II SEE SCHEDULE Fa O m TO.SHEATHING - ` - - �— Iz , " e R1 R1 VI 00 O Q 4�♦�♦�♦�•�'�♦�♦�♦�� r♦Aft MI 1 T.O.SHEATHING m �I II 113'-1 1/4' �' YY rr YY rr —'Q TOP PLATER � T"OP PLATE ,I 1 1 , d "77 _ 1tr-S E111=11111111—= T O.SHEATHING — —III i•,1 11 a no'-9 3/8" M TT=TrlTT-111 INSULATION ITYC'B', INSULATION TYPE'E', l m TOP PLATE.. 11-11—III= 'E SEE SCHEDULE SEE SCHEDULE Z 109'-2 5/S" Ill = a d j Z_, 11 BEDROOM 2 STAIR STORAGE),7 1 HALLWAY 2 - III • I- Demonstrate whether the I A 11 11—R—R-1 1 L III III 4` Issue: Dare: a Dafe: Revsion: Fa ® .� Z n I�III—III—III II—II II—IIIIIII ni PERMIT o3nvls b. Z crawls ace is part of the thermal I=III=III=III=III=III v crawlspace -111=111Ill 1=111E11-11IIIIII ll ° envelope or not. c1Thl IJTI— J 1 L _4_ I — T.O.SHEATHING -If it will not be part of the thermal 1I k Jj I I ■.■ — ! 00'-o" envelope,insulate the floor and '1=111 I II TOP PLATE. oh walls between the crawl and livingII— — 11-- 111=1I1=1' tt 95'_7 1/4 m 1=111 INSULATION TYPE'6'. i 1=11I-, areas per 2015 IECC R401.Provide 111E SEE SCHEDULE '11E1 ' i I— "' 1E11 I I ' *' a ventilation per 2015 IRC R408.2. PLAY ROOM I111 1 - -If the crawl is to be part of the 111111 Project INSULATION TYPE'C', L L Z _1 BASEMENT FOUNDATION WALL,REFER r= ter.,ft SMALLLWOOD HOUSE SEE SCHEDULE Z - _ thermal envelope,insulate the walls TO ASSEMBLY DETAIL 892/A-501, II BATH 4 SHOWER 4 MECHANICAL ELEVATOR HALLWAY 1 f separatingterio the crawl from the TYPICAL ° ROOT Z exterior per 2015 IECC R401. � Provide conditioned air to the crawl ,11 Sheet Tine: Oil.11 P3 © per 2015 IRC R408.3 2.2 or 11 BUILDINC ���, �/— =L_ ventilate per 2015 IRC R408.3 2.1 I= 411-1 Z 111-1 11=111 WALL SE6,724Q 8 - -111 _ _ �A I=I Ei,, T.O.G ONG.SLAB or 2015 IMC 406.1. — --11� -� ,I I =1ll=L - 87-6 1/4 I I1=11 SLAB ISOLATION JOINT Print Date: Drawn B 1-;{ r-111i;lil -I I=III 111 illll-1 l llll II 111=111= 03/21/15 A6pEN MT 11 c — —111" I �IIIm111l 11 T.O.FOOTING k 111A11=III :n"uc 1 , I l i I1=11 111111_— " l 111;,1T 7 1 ll i i i p 1 III-1I I I I_TF 56'-7 1/4" M 11I 11-11I - INTERIOR CONCRETE SLAB ON „,,,tt •J, , '�I L-11 r —' J =III—III- III III I I I=111 GRADE(CONDITIONED SPACE), _Ppp°t/c 111 INSULATION TYPE'H', ELEVATOR PIT, 1=111=11=111= `:. REFER TO ASSEMBLY DETAIL O Fy LL SEE SCHEDULE SEE STRUCTURAL .11 jj-111 =111 A ° r.. F3/A-501,TYPICAL .'/p.MEN J'It jik T O GONG.SLAB _ _ _ _ III 11 I I IIILLL %.•.? c• // 57-61/4" II II Ifl II—j J1=IIIIII 1L n1 III i t C-4522�; S T.O.POOTING ITIW= T7 IIT'— a - 1'. ,N A.Ib '. © BUILDING SECTION6-71/4"- lu SCALE:3/16"=1'-0" I-T d ° 1. 1 1�L I,---------------- 'EWE III =111- 111 i 1IE IE Ill 11 I Ill11� 111- IE IIE . Sheet Number. 'I=111E111 -' A-304 CDW SCALE, SECTION 0 2018 Menendez Architects P.C. 11 a OMENENDEZ ARCHITECTS.�. voice 970.544.4851 email:LAM(gMenendezArchitects.com RAISED PLANTER 715 W.Main street,Suite 104 Aspen,Colorado 81611 4 a 4 a FRAMED FLAT ROOF WITH PAVERS, / REFER TO ASSEMBLY DETAIL R2/A-5O1, TYPICAL _ T.O.SHEATHIN ,,, _ T.O.SHEATHIN �' 112'-31/S" - - --�112'-31/8" � xxxxx in lIi - N I - 0, TOP PLATE _ .1 5 _O TOP PLATE $ 111'-2 1/2" 111'-2 1/2" FRAMED EXTERIOR WALL WITH STUCCO FINISH, E FRAMED FLAT ROOF WITH PAVERS, REFER TO ASSEMBLY DETAIL W1/A-AO1, ,: 1 REFER TO ASSEMBLY DETAIL R2/A-SO1, TYPICAL I TYIGAL Portions of the FRAMED EXTERIOR WALL WITH STUCCO FINISH, basement wall that are - REFER TO ASSEMBLY DETAIL Wi/A-SO1, f1 p above grade are n YPrcn MASTER it missing the exterior MASTER t, BEDROOM Cl continuous insulation. BEDROOM Add this back in,or put in on the interior,or you could switch to R-19 cavity insulation on the interior. FRAMED FLOOR(WOOD FINISH),REFER 22 TO ASSEMBLY DETAIL F1/A-5O1, STONi GAP s:, ITYIGAL FINISH GRADE \ T -_..O FINISH GRADE - - - - - ���III 'L X�y a 4 4 m` T.O.SHEATHING 2 _ T.O_.SHEATHING 41, ��� :Xx)(XXX M M7 "� - too-o IMI I h M III I II II II II I : a m 1ll1IIW1ILII11 ii Y F LI ll III - / °.�/: n p p p' _ TOP PLATE. 4 III-III =- TOP PLATE. 111111 I11=1 ° �$ Ell -1 III-III 98'-'7 1/4" 98'-'1 1/4" -1111� ,. BACKFILL AND COMPACT, I1 11I11h l 11 I I 111 a° 1 a d�, PEER SOus REPORT H I_I I E 11 11I-11 a 11 111E1I 111-111- a 0 • 111 SEAL SHIM SPACE, RECOMMENDATIONS 111E -111 Lj-111 - 1' F111=11r a° TC CAL 111 11H11 11-111E1 II-L11=11 4=ll 111=1 ' = III 1r 11-III-111=11 WINDOW WELL CONCRETE FOUNDATION WALLS, )H H WINDOW,TYPICAL HEI I I 1 i1 •I I k _I Imo_-I REFER TO ASSEMBLY DETAIL W3/A-501, -EWE' I : VE�-ll1-- 1'�; TYPICAL 111 1 H Ilk a H 1 111 E11- =1I I-E111 U I I-III=11 • 1=III=111 �: III=III-I I I- 1E1 1 �1- BASEMENT FOUNDATION WALL,REFER FI �P i,_ III -1I IE w TO ASSEMBLY DETAIL 2/A-501, -11I ..- 1E11° -, TYPICAL 1E111 IT= BACKFILL AND COMPACT,PER SOILS REPORT =- WINDOW WELL PLAY ROOM - I` RECOMMENDATIONS u f 9 O I1==�=11 ° °� PLAY ROOM 1=III=III= :III=111=1I a l i i=1111=11 it I_I= IE A 4X8416 CONCRETE MASONRY UNIT GROUT SOLID 11=111E11 : _1_11_1_1 -I- 11I-n 1I-- - 111 1-11 1111 111-111 111-111 111-11 VENEER SUPPORT AND ANCHOR TO 111-III t': SLAB ISOLATION _ Jll=11 EfitEl u1� �Jll 11 FOUNDATION WALL WITH MASONRY TIES I-= - 111 1 -I11- E111-1111=111=111=111-111 1.J 7 i. JOINT I- - -111=1I I-111=1I I-11 EI I-111 _I-1 11-1 I INTERIOR CONCRETE SLAB ON GRADE I-III III_ =1 I-111 I-111 III-111 I-11 III-111-III` i1=1I1 111-L1 a - 1- 1=11F1ll-111 11I-I 1 (CONDITIONED SPACE),REFER TO _=1-167 III— I11-111E111E111E111E111E111-11 ° � HI=�= a ASSEMBLY DETAIL F3/A-501, 111-1 1-11 • 111 111E111E111E111-11 E111-111 111E 11-111-111- I TrIGAL II III-III-III- -III-111-III-111-III-III-I I I-11 H MI 11 H MI 11-I J1=ff1=1J1 J11=11" 111=ll 1=ll 1=11FJ11=ff1 T.O.CONC.SLAB #4 T.O.CONC.SLAB Issue: Date.- # Date: Revision: -1I1 -L=1I C ' . �I III = 111 I I I1111 " 87=6 1/4" _ I III III III 111-11 8T-6 1/4" PERMIT oS/21/18 III III III-11 �I I_I I_I =III III= T.O.FOOTING lll ll ll1=ll lllwll wlJ a .-. .. T.O.FOOTING EWE 1 J1-111 I I L 9- W a - 111 111 111 111 11 I 1=1 11 1 1 86'-11/4" 1 1 =11I I 1 III. 86'- 1/4" II=1 111-III 111=111 111 111 111=111=111i 1' WE 11 111 111 111 111 11E1111 III 111=I I I-11 11 III=111 III 11 E11I ) . _- _- i-11=1 I=111=1 = — 111=111=1 1=11 1 I=1 I 1 1=111=1 1=111=1 1=111=1 1=111=1 1 111-111 111=111=111=111=1 E11 (CONDITIONED SPACE),REFER TO FABRIC.TYPICAL I GI l I-1 1-I 1 111E =1 1 11=1 1 I1=1 1 1=1I1-I I-1I1 i1 1- -I-111-III-111-I11=111-III-IIIm=rTIII-111-I I-111-III-111-I I-111-I I-111-I I-111-I I-11 .1 1=1 1=11 IE -II1=1I I1=1I 1 III 111 � -� -� .111 - 11,�11 Illl1 - 11'1 r ASSEMBLY DETAIL F3/A-501, DRAINPIPE(WITH FILTER 5- )4litE �- -111- 111EL1L-1E��11-111- 111I111 I11111I I1 1-111-111- -111=1T1=11I =I 1111 111 1 11 M 11-11 M 1 I-111-I I' '-'� AND FREE-DRAINING GRANULAR_ � =11' Project MATERIAL,INSTALL PER SOILS 1-1I I=1 1'- A REPORT RECOMMENDATIONS SMALLLWOOD I-fOUSE POURED-IN-PLACE CONCRETE FOOTING Sheet Otto.WALLS 1�RFCFI / D O WALL SECTION O WALL SECTION 3/29/2018 Print Date: awn By: SCALE1/2"°1'-O" SCALE:1/2"=1'-O" 03/21/1S Dr AJPEN MT :n�einc.. ... `5,. "pstePDMEN 46.11l V;J co:"I i i v C-4522 1 i t':, .A.M "1....RCHIT£. Sheet Number. A-305 ©2018 Menendez Architects P.C. O O O O --...'.....\7i MENENDEZ ARCHITECTS e�. voice 970.544.4851 email:LAM4MenendezArchitects.com 715 W.Main Street,Suite 104 Aspen,Colorado 81611 FRAMED FLAT ROOF-GLASS'A'ROOF ASSEMBLY, REFER TO ASSEMBLY DETAIL R1/A-501,TYPICAL ._. ‘,/- • EA ' 1 B.22 4 1/2 r N 1110110111111r 4♦ TOP PLATE _* 121'-3'VS" FRAMED FLAT ROOF-GLASS'A ROOF ASSEMBLY, REFER TO ASSEMBLY DETAIL R1/A-501,TYPICAL 7 J T.O.SHEATHING _ ;':'\ ^ WALL- - - - - - - - - - - 118'-8 3/4" FRAMED EXTERIOR WITH STUCCO FINISH, `r REFER TO ASSEMBLY DETAIL W1/A-501, m TYPICAL B.O.JOISTS r 11-1'-2' V 6 STAIR O FRAMED EXTERIOR WALL WITH STUCCO FINISH, FRAMED FLOOR(TILE FINISH),REFER REFER TO ASSEMBLY DETAIL W1/A-501, TO 1A55EMBLY DETAIL(SIMJ F4/A-501, CAL TYPICAL JJJ��� V / ' ` FINISH FLOOR ..e 0 0 0 a a s 4 II I MII MII MII MII IN I �/ f♦ T.O.SHEATHING S a 111'-91/2" r �r,` TYP. I ry � - - _ T.O.1SH0EATHINII tr J IS p_ t 7 '-9 3/8G" �1 TOP PLATE LIVING ROOM 41. 4.". - - - TOP PLATE.. rv109'-25/8" ITYIGRL INTERIOR PARTITION,REFER r d TO ASSEMBLY DETAIL W4/A-501, W �/TYPICAL •• •••• ^ " WINDOW,TYPICAL - LI 4Q L g m N W � r o 4 L ENTRY PORCH p ry O HALLWAY 2 SHOWER S 4) N (,,,Li STAIR r 1 o. FRAMED FLOOR(WOOD FINISH),REFER L FRAMED FLOOR(WOOD FINISH), TO ASSEMBLY DETAIL F1/A-501, REFER TO ASSEMBLY DETAIL F1/R-501,TYPICAL ITYlGAL r r ♦ FINISH FLOOR 1 T.O.SHEATHING ^,',/ T.O.SHEATHING °y > *1 . ) l? - - - - 100'_O�, -_ _W-_7g _ _ _ _ _ _ _ I O _ - - �` 100O�� jjjj1 ± 9PTv roPP iE1=ll1=lltEilEI iII 11=11I I- raE°. 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HO 11 --............"7i MENENDEZ ARCHITECTS.�. voice 970.544.4851 email:LAM@MenendezArchitects.com 715 W.Main Street,Suite 104 Aspen,Colorado 81611 FRAMED FLAT ROOF-CLASS'A'ROOF ASSEMBLY, REFER TO ASSEMBLY DETAIL R1/A-5O1,TYPICAL r T.O.SHEATHING_ Q. 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WALL 5 J}-CN/� d • IT_I �1 SLAB ISOLATION l 'S 3/29/2018 — JOINT J,L SLAB ISOLATION JOINT Print Date.. 03/21/15 DrawngyPEN MT ..�.IL —III ° - - ° I': INTERIOR CONCRETE SLAB ON ��� :n�llml.5i-.. , l�II-I 11TI= �— a v.: GRADE'CONDITIONED SPACE). sue- `\\yvv —111 III-111111=1 I11 III I1=1 1.; REFER TO ASSEMBLY DETAIL pP?:DO UCFy It III IIII III III III F5/A-501,TYPICAL o�'a MEN s y �41 FINISH FLOOR V Z? F 1 T.O.GONG SLAB B E11 fJ.1 ff �— L ° o - T.O.GONG.SLAB A. 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ASSEMBLY DETAIL F3/A-501, — - —I1= TPLGAL O WALL SECTION O WALL SECTION A-307 POURED-IN-PLATE CONCRETE SCALE,1/2"=1'-0" SCALE,1/2"=1'-0" FOOTING 02018 Menendez Architects P.C. NAIL FLANGE WINDOW ROUGH OPENING FLASHING: EXPLODED -----.)---- tir �^ Iri 4._ '^III'♦'�� 1.)VaproFlashing SA Self Adhered Sill Piece applied directly to sheathing+installed 2.75"inside of R.O.Release film to be FRAMED EXTERIOR WALL WITH STAGGERED STUD WALL III III IPA left on bottom 6"of flashing to create shingle effect with field membrane STUCCO FINISH Y Y Y Y SOUND REDUCING DRYWALL(BEDROOM SIDE) �� �� �� �� 2.)VaproFlashing SA Self Adhered Jamb Pieces applied directly to sheathing at edge of rough opening and outer edge+ EXTERIOR THREE-COAT STUCCO FINISH installed 2.75"inside of R.O. ACOUSTIBLOK SOUND ISOLATION MEMBRANE MENENDEZ ARCHITECTS P�. METAL LATH(FASTEN INTO STUDS)WITH FRAMED FLOOR(WOOD FINISH) FASTENERS DESIGNED TO SPAN THROUGH 2x4 STUDS AT IS"O.G.EACH SIDE STAGGERED 3.)VaproFlashing SA Self Adhered Head Piece applied directly to sheathing at edge of rough opening and top edge+ voice 9W. Main Str51eet, small:LAM@M Aspen,Colorado FINISH FLOORING MATERIAL,SEE INT.ROOM FINISH SCHEDULE 715 W.Main 51ree1,Suite 104 Aspen,Coloratlo 81611 INSULATION ON 2X6 PLATES installed 2.75"inside of R.O. 5/4"PLYWOOD,SCREW AND GLUE TO SLEEPERS RAINSCREEN DRAINAGE MAT FIBER BATT INSULATION(FOR SOUND) 4.)VaproLiqui-Flash @ inside rough opening+1"on face 2X2 SLEEPERS AT 24"O.G.PERPENDICULAR TO JOISTS Sheathing in"as new" WEATHER RESISTIVE BARRIER INTERIOR WALL FINISH MATERIAL,SEE 5. Head flashin b others over Va raLi ui-Flash ��. condition INTERIOR ROOM FINISH SCHEDULE 11/2"POURED-IN-PLACE CONCRETE UNDERLAYMENT BETWEEN ) g y ) p q RIGID INSULATION(SEE INSULATION SLEEPERS embedded in VaproBond �` SCHEDULE) APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT(OWENS CORNING QUIETZONE OR HYDRONIC HEATING TUBING EXTERIOR GRADE PLYWOOD WALL EQUIVALENT)ALONG WALL PERIMETER,BOTH 6.)Window with Nailing Flange SHEATHING SIDES,AND AT ALL WALL PENETRATIONS. 5/4"PLYWOOD FLOOR SHEATHING ;`. SEAL ALL PENETRATIONS.WRAP ELECTRIC r=—__ 2x6 STUDS AT 16"O.G.(2x8 AT EXTERIOR BOXES WITH PUTTY PADS PLYWOOD WEB JOISTS 7.)VaproBond Sealant© 2 GARAGE WALLS) head,left,and right jamb flanges FIBER BATT INSULATION,SEE INSULATION SCHEDULE 3 SPRAY POLYURETANE INSULATION, . SEE INSULATION SCHEDULE 2x CEILING FURRING(WHERE OCCURS)AT 16"O.G (SEE BUILDING SECTIONS FOR CEILING HEIGHTS) I INTERIOR WALL FINISH MATERIAL, SEE INTERIOR ROOM FINISH SCHEDULE INT.CEILING FINISH MATERIAL,SEE INT.FINISH SCHEDULE , �� 4400- Note:Interior WALL ASSEMBLY WALL ASSEMBLY FLOOR ASSEMBLY ,I , sealant joint GOrequired around SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" CID SCALE: 3/4"=1'-0" 5 entire perimeter i i of window for proper air fir.i'''` .N barrier � wate�I\1.---- continuity and r holdout. BASEMENT FOUNDATION WALL L'° INSULATION/DRAINAGE BOARD,SEE \ \ aa' INSULATION SCHEDULE \ . . . L7 \ LIQUID APPLIED BELOW GRADEWATERPROOFING ►',°• FRAMED FLOOR(OVER CRAWL SPACE) ‘ -POURED-IN-PLACE CONCRETE WALL2 ° 4 % 1"SEPARATION BETWEEN CONCRETE WALL FINISH FLOORING MATERIAL,SEE INT.ROOM FINISH SCHEDULE 4 n AND STUDS 6" 6 / °i 3/4"PLYWOOD,SCREW AND GLUE TO SLEEPERS 2X STUDS 4, Q.G. NAIL FLANGE WINDOW FIELD MEMBRANE INTERFACE 2x2 SLEEPERS AT 24"O.G.PERPENDICULAR TO JOISTS 1 SPRAY POLYURETANE INSULATION, SEE INSULATION SCHEDULE 1 1/2"POURED-IN-PLACE CONCRETE UNDERLAYMENT BETWEEN SLEEPERS WrapShield SA Self-Adhered WRB/AB INTERIOR FINISH MATERIAL, Head flashing by others SEE INTERIOR ROOM FINISH SCHEDULE HYDRONIC HEATING TUBING field membrane shingled over head over VaproLiqui-Flash flashing 3/4"PLYWOOD FLOOR SHEATHING PLYWOOD WEB JOISTS FIBER BATT INSULATION,SEE INSULATION SCHEDULE Nail Flange 1 Window:flanges — 1 WALL ASSEMBLY FLOOR ASSEMBLY r sealed to cured 4:111 ( E— G VaproLiqui-Flash SCALE: 3/4"-1'-0" SCALE: 5/4"-1'-O" w/VaproBond ,I S Sealant-3/8"min. - bead @ jambs and _ head only interior backer rod and sealant by others _ _ ��7 WINDOW WELL CONCRETE 't f a FOUNDATION WALLS ;� .. t .i/ i� I A d. \ 3/4"THICK CONTINUOUS INSULATION/ Y -� - `.BLal — \ DRAINAGE BOARD ON EXTERIOR. U-Shims for LEINL- per USE TREMGO WARM-N-DRL. III_I I1-I III III=11I III III II1=11I III I11=1I III I\ 1...111=III ifiII—II1=1I 1911-111...111,111911 111 drainage behindNote:Interior sealant LIQUID APPI TFD BELOW GRADE nail flange at silljoint required around WATERPROOFINGINTERIOR CONCRETE SLAB ON GRADE window mfr. entire perimeter of (CONDITIONED SPACE) instructions a POURED-IN-PLACE CONCRETE WALL i '.� window for proper air #T" FINISH FLOORING MATERIAL,SEE INT.ROOM FINISH '�A_ barrier Continuity and ° 1"MORTAR BACKING SCHEDULE "�-- water holdout �' VaproLiqui-Flash _ CUT STONE STONE VENEER - REINFORCED CONCRETE SLAB @ Inside rough r.: y � � ' �:1..-.� opening+1"on 1` ( HYDRONIC HEATING SYSTEM TUBING face monolithic t ' (WHERE APPLICABLE,SEE MECHANICAL PLANS) V) and continuous S m _ - RIGID INSULATION,SEE INSULATION SCHEDULE _ - . ` 4 VAPOR BARRIER/SOIL GAS RETARDER,10 MIL - 4"FREE DRAINNING COMPACTED GRAVEL BASE ` (SEE SOILS REPORT) ' COMPACTED SOIL VaproFlashing SA Self-Adhered properly shingled;applied directly to • WALL ASSEMBLY ® FLOOR ASSEMBLY ® sheathing+folder 2.75"inside of R.O. WrapShield SAfeldmembrane WINDOW FLASHING O lapped over"apron"and sealed shingled under sill flashing SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE:NOT TO SCALE issue: Dafe: it Date: Revision: PERMIT 03/21/18 .' ..- SLOPE 1/4"PER FOOT — J ', a'.. SLOPE 1/4"PER FOOT Iw//'�w�/♦/w/♦T/ 5 445?4'J SZi ''a�i TYPICAL INTERIOR PARTITION LJ '; tJ -. ia: .- )i1�J,� xxxLJ) L1) INTERIOR WALL FINISH MATERIAL,SEE flV N ri 14 Y Y Y Y �yXy J Y (Y Y' 666 C x 6 C y Y Y Y Y Y Y INTERIOR ROOM FINISH SCHEDULE W 1 1 1 II r 1 11 r-i r Project 2x STUDS AT 16"O.G. FRAMED FLOOR(TILE FINISH) FRAMED FLAT ROOF WITH ROOF PAVERS SMALLWOOD HOUSE FIBER BATT INSULATION(FOR SOUND) TILE FLOORING MATERIAL OVER ANTI-FRACTURE MEMBRANE, 11 11 Ca_ f 1 ROOF PAVERS WITH PEDESTAL SYSTEM(SEE KEYNOTE ON SEE INTERIOR ROOM FINISH SCHEDULE FRAMED FLOOR(STONE FINISH) SECOND FLOOR PLAN) Sheet Title: R F�V '�jpl INTERIOR WALL FINISH MATERIAL,SEE 2x SLEEPERS AT 24"O.G.PERPENDICULAR TO JOISTS, 1 1 1/2"THICK STONE,SEE INT.ROOM FINISH SCHEDULE FRAMED FLAT ROOF-GLASS'A'ROOF ASSEMBLY PROTECTION FELT !?� -}ir�" INTERIOR ROOM FINISH SCHEDULE BUILD UP AS NEEDED SO FINISH FLOORING MATERTAI S ALIGN FULLY ADHERED SINGLE PLY MEMBRANE ROOFING ASSE LLL777LLgy BETWEEN DIFFERENT FLOOR ASSEMBLIES 1 1/2"MORTAR SETTING BED FULLY ADHERED SINGLE PLY MEMBRANE ROOFING 3/29/2018 1/4"DENSDECK PRIME ROOF BOARD t2 1/4"POURED-IN-PLACE CONCRETE UNDERLAYMENT BETWEEN HYDRONIC HEATING TUBING 1/2"DENSDECK PRIME ROOF BOARD Print Date: 03/21/18 Orawngy'PEN MT SLEEPERS(1 1/2"THICK ON SECOND FLOOR) TAPERED RIGID INSULATION J 3/4"PLYWOOD FLwx SHEATHING TAPERED RIGID INSULATION(40 MIN.PSI COMPRESSIVE .-,�,,,y� .�)"101,i ...- ' HYDRONIC HEATING TUBING EXTERIOR GRADE ROOF SHEATHING 4 STRENGTH) P" Ug 11 5/4"PLYWOOD FLOOR SHEATHING PLYWOOD WEB JOISTS ENGINEERED ROOF JOISTS J�pv"'-MEN-;"fe I EXTERIOR GRADE ROOF SHEATHING (1.v. P' F'L�1''lii FIBER GATT INSULATION,SEE INSULATION SCHEDULE % �� PLYWOOD WEB JOISTS SPRAY POLYURETHANE INSULATION,SEE INSULATION ENGINEERED ROOF JOISTS % i. C-4522 ( j 2x CEILING FURRING(WHERE OCCURS)AT 16"O.0 SCHEDULE FIBER BATT INSULATION,SEE INSULATION SCHEDULE (SEE BUILDING SECTIONS FOR CEILING HEIGHTS) SPRAY POLYURETHANE INSULATION,SEE INSULATION SCHEDULE ° y A.M FIBER BATT INSULATION,SEE INSULATION SCHEDULE '11 2x CFII ING FURRING(WHERE OCCURS)AT 16"O.0 INT.CPI,ING FINISH MATERIAL,SEE INT.FINISH SCHEDULE FIBER BATT INSULATION,SEE INSULATION SCHEDULE II...RCHIT£ (SEE BUILDING SECTIONS FOR CEILING HEIGHTS) CEILING FINISH MATERIAL,SEE INTERIOR ROOM FINISH SCHEDULE CEILING FINISH MATERIAL,SEE INTERIOR ROOM INT.CEILING FINISH MATERIAL,SEE INT.FINISH SCHEDULE FINISH SCHEDULE Sheet Number.' WALL ASSEMBLY w4 FLOOR ASSEMBLY P4 FLOOR ASSEMBLY P5 ROOF ASSEMBLY R1 ROOF ASSEMBLY A-501 SCALE: 5/4"=1'-0" SCALE: 5/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 5/4"=1'-0" SCALE: 3/4"=1'-0" ©2018 Menendez Architects P.C. EXTERIOR THREE-COAT EXTERIOR THREE-COAT STUCCO STUCCO _ [: .�. . METAL LATH �::_ METAL LATH.FASTEN jI 5/B'DRYWALL WEATHER RESISTIVE BARRIER CONTINUOUS RIGID •' MENENDEZ ARCHITECTS e�. INSULATION ��'��'ll o •wl 11:,Nito,..... 01;ri ��II 1'THICK RIGID INSULATION voice 970.644.4851 email:LAM@Menende4Arch tecte.com STONE VENEER BELOW 716W Mainiree1,Suite 104Aspen,Coloratlo 81611 WEATHER RESISTVE BARRIERMETAL STUCCO SCREED ll DOOR TRACK 1/2'RYWOOD WALL SHEATHING.�jII . II- -- THICKEN INSULATION TC i �♦�„ _ J.-METAL WEEP SCREED \ :.- FULL DEPTH OF STUD SEALANT WITH BACKER 'a.' I '�' SHEET METAL FLASHING NTfH o • CAVITY AT BOTTOM T ROD N HEMMED EDGE ON CONTINUOUS�� BEAD OF SEALANT .:...'.:...'.:.:.'. CUT STONE(GRANITE)VENEER_ - / FILL DOOR FRAME STEEL DOOR FRAME,PRIME AND I - �. ---a CAVITY WITF1 SPRAY PAINT TO MATCH WINDOW CLADDING. T MORTAR BACKING 'r Y -' INSULATION ALUMINUM SEAL RETAINER(PAIN - ■ ., �1i z... DRAINAGE MAT SAME COLOR AS DOOR FRAME) I♦RR WITH VINYL/RUBBER INSERT M�� - CONTINUOUS SILL SEAL = WEATHER RESISTIVE BARRIER 2 ` 6 — -SHEET METAL CLADDING OVER GARAGE DOOR GARAGE DOOR JAMB 2 B SCALE:3",1'-O,� 0 TOP OF ;3��;3;���3� 3 3j ;j;;;� WHERE PATIOC PAVING, 2 WHERE OCCURS HONEYCOMB WEEP AT VERTICAL JOINTS,INSTALL SLIGHTLY ABOVE E O 3 GRADE AND PATIO PAVING is FINISH GRADE 1 V 1I1=I►IEI I II_1 MORTAR TRAP —'I(I_I I I HONEYCOMB WEEP,INSTALL J.L d HORIZONTALLY AT 16'O.G. ' I41..., S STEEL DOOR FRAME BOLT EUND STEEL ANGLE, • BEYOND BOLT TO FOUNDATION WALL m" CONTINUOUS GRAVEL • ,: Al POCKET FOR WEEP 0 m '+F y„T_ DRAINAGE O� .��.��'"" CUT STONE VENEER �1����1� BEYOND _� GARAGE DOOR Qp��1��m•-`y — FLUID APPLIED BELOW GRADE - WATERPROOFING TO TOP OF FOUNDATION WALL DASHED UNE DEPICTS 2 CONCRETE CURB BEYOND _ INSULATON/DRNNAGE BOARD SEALANT(SAME COLOR — — AS PAVING)WITH BACKER CONCRETE FOUNDATION WALL __ ISOLATION JOINT WITH , STONE WALL CLADDING 4 THERMAL BREAK MIL, I GARAGE SLAB SCALE 3"=1'-0" TOP OF CONCRETE APRON/PAVING EXTERIOR hIREE-GOAT STUCCO /99-9' METAL LATH C \ DRAINAGE MAT,LAP OVER \ - WEEP SCREED - SPRAY POLYURETHANE \\\\\\jjj INSULATION WEATHER RESISTIVE BARRIER, LAP OVER WEEP SCREED INTERIOR FINISH E III���\\\ I = 1'THICK RIGID INSULATION ? \ I WEATHER RESISTIVE BARRIER 1:j THICKEN INSULATION TO \ 1/2'PLYWOOD WALL SHEATHING • E E FULL DEPTH OF STUD �7: CAVITY AT BOTTOM 8' J-METAL WEEP SCREED EE 1 SHEET METAL FLASHING W1Ti 00,1 -9,V4' HEMMED EDGE ON CONTINUOUS- • 7 3' BEAD OF SEALANT CUT STONE(GRANITE)VENEER L CONTINUOUS SILL 4 -_� SEAL 1'MORTAR BACKING 0 DRAINAGE MAT 1' -.r N WEATHER RESISTIVE BARRIER I ..'. ... - ..�. 2 BACKERSEALANTWROD 100_1 V2' GARAGE DOOR SILL �H © SCALE 3"=1'-O" 2 v2' S va" issue: Date.- # Date.- Revision: TOP OF PATIO PAVING, :♦: < 7- ISOLATION PERMIT 03/21/18 WHERE OCCURS JOINT OI 99-9' HONEYCOMB WEEP AT VERTICAL . • - SHEET METAL FLASHING, JOINTS,INSTALL SLIGHTLY ABOVE - SEE EXTERIOR ELEVS GRADE AND PATIO PAVING I ♦ - a FOR SPECIFICATIONS FINISH GRADE ♦ 2X3 BEVELED WOOD Project GROUND 111=III II_I SMALLWOOD HOUSE♦ -DRIP EDGE FLASHING _ ■■1 MORTAR TRAP (1= I ♦ _ `I SINGLE-PLY MEMBRANE ROOFING, ��-111 - HONEYCOMB WEEP,INSTALL ♦♦ - Sheet TiNe: I r�D EMEND UP TO TOP OF PARAPET IV III` II\' m - FF G I ♦�♦ - Q1ELE1/aPRIMEROOFBOARDSEE •RIPEDGEFLASHING BODONWALL 0 \ - - Pnnt Date:WITH CLEAT Y.��m' •Q • - 03/21/18 A PEN MT TAPERED RIGID INSULATION III11:: II - CONTINUOUS GRAVEL �m�'� _ _"` in . EXTERIAR THREE-COAT ♦Jr _ .� !'F!'IC POCKET FOR WEEP •.../I! ���y EXTERIOR GRADE ROOF :III: =ISTUCCO DRAINAGEO •m•O.�'e 41, rpPDO UCF4L ..SHEATHING I =1 DRAINAGE MAT •f/Z•Oi1i J�pX�'P.MEN".yJ'III.♦♦♦♦♦♦♦♦, I j" Ii =I4 BARRIERWEATHER RESISTIVE CONTINUOUS RIGID INSULATION ♦♦♦ �/ - v c-4522�; j ���������e � I I� ?I RIGID INSULATION ♦:♦ ' A.H —®I ON N 1/2"EXTERIOR BITUMINOUS DAMPROOFlNG ♦♦ - ILIII'9RCHITE._ I sII=_CN PLSHEAYWHIINN`WALL CONCRETE FOUNDATION WALL ♦=. \\ '41: Sheet Number. PARAPET (III STONE WALL CLADDING 2 © A-502 SCALE:3"=1'-0" SCALE:3"=1'-0" ©2018 Menendez Architects P.C. EXTERIOR THREE-COAT �.♦t 1 STUCCO 111 WALL FINISH,SEE / I INTERIOR ROOM ♦♦♦I INSULATIONWN FINISH SCHEDULE DRAINAGE MAT j= �♦/I NOT SHO :/11 41 WEATHER RESISTIVE BARRIER, != I♦I MENENDEZ ARCHITECTS e�. LAP OVER DRIP HEAD ;_ �♦♦1 �♦�.' FLASHING/NAIL-FIN lg _ ♦♦,I ♦�♦♦♦ HEADER,SEE STRUCTURAL voice 970.644.4851 small:LAM(�MenendezArchitec[s.com •�'ll •�♦�• 715 W.Main Street,Suite 104 Aspen,Colorado 81611 �/II ��� 6"SELF ADHERING FLASHING ti' '�`I ,��� 1 RIGID INSULATION •�'1 •�♦�• WAD CASING 1/2"EXTERIOR PLYWOOD _III®�1 ��� / WALL SHEATHINGnal i=1�I �:�:� imi>II ;I AC r' iii1 5/4"WOOD JAMB I EXTENSION WOOD CLAD WINDOW, I I SEAL SHIM SPACE, TYPICA TYPICAL WINDOW HEAD 1 O SCALE:5"=1'-0" EXTERIOR THREE-COAT i_ ®I STUCCO ; ®I 1_ INSULATION DRAINAGE MAT !_ PII NOT SHOWN ER=QR ROOM '= 11 FINISH SCHEDULE WEATHER RESISTIVE BARRIER, q=_ 1 LAP OVER NAIL-FIN t_ I I 6"SELF ADHERING FLASHING 11 1_ ®I i= ®I S RIGID INSULATION kill: II 2�I WOOD CASING 1/2"W EXTERIORL SHEATHINGLYWOOD �3 I�11 20, :!!!!! /%/, EII-`II!Mil m 0 v ..1.1.11M111111SEALANT(t 1/8"JOINT)SAME , -. API- COLOR AS WINDOW `I 3/4"WOOD JAMB CLADDING r' SEAL SHIM SPACE, ' EXTENSION WOOD GLAD WINDOW, TYPICAL 11111111 TYPICAL wlNDow JAMB SCALE:3"=1'-0" ,T WOOD GLAD WINDOW, rig'TYPICAL 5/4"WOOD JAMB EXTENSION n SULATION SEALANT(±1/8"JOINT) � WALL FINISH,SEE INTERIOR SHSAME COLOR AS , ' ROOM FINISH SCHEDULE WINDOW CLADDING Ir'�ff'I% WOOD CASING _ III G L�(PROFILE,WOOD HEADER,SEE STRUCTURAL EXTERIOR THREE-GOAT ®II� LLLLL����SPECIES,AND STUCCO 3 ®II FINISH TO MATCH WOOD CASING 1- ,II ���777 FK[�+TING).TYPICAL DRAINAGE MAT I=_;�8 SEAL SHIM SPACE, _ / WEATHER RESISTIVE BARRIER I TYPICAL /e �' AND SELF ADHERING FLASHING, INSULATION /�� I� AINSTALL PER MENUFACTURER'S �' ®I NOT SHOWN A, 7//lir _- RECOMMENDATIONS = t - I f ' WALL FINISH,SEE 5/4"WOOD DOOR FRAME RIGID INSULATION _ li INTERIOR ROOM W000 DOOR STOP,TYPICAL I11I FINISH SCHEDULE �iI'_ 1/2"EXTERIOR PLYWOOD �I WALL SHEATHING WOOD DOOR WINDOW SILL © TYPICAL INT. DOOR HEAD/JAMB Issue.' 03/21/Dafe:18 ! Date: Revsion: SCALE:3"=1'-0" SCALE:5"=1'-O"=Fil PERMIT INSULATION Project TT NOT SHOWN SMALLWOOD HOUSE etaussanta� 2N �Q roenese Sheet TiNe: FIYED 2 s :Kip DE 5 � ��� 3/29/2018 MIN iW 1, Print Date: 03/21/18 Drawn B: MT WALL FINISH,SEE INTERIOR —.—I WOOD CASING APEN ROOM FINISH SCHEDULE —_7t:����yv :n�114nC.i ... WOOD DOOR STOP,TYPICAL i��;:;.--E�V4y II WOOD BASE BELOW,TYPICAL 4�jaN N SF I111 I �' I WOOD DOOR � •v C-4522 3/4"WOOD DOOR FRAME I' ,y A.M '1 I,-----HIT£ Sheet Number. INT. DOOR JAMB TO MALL DISTANCE 6 A-5O3 SCALE:3"=1'-0" ©2018 Menendez Architects P.C. DOOR SCHEDULE WINDOW SCHEDULE REV.MARK LOCATION TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH FRAME FINISH HEAD JAMB SILL HARDWARE COMMENTS REV MARK MANUFACTURER TYPE/MANUFACTURER NO. WIDTH HEIGHT ROUGH WIDTH ROUGH HEIGHT HEAD JAMB SILL COMMENTS 1 ELEVATOR B 2'-11 1/2" 8-0" TBD TBD TBD TBD _ A TBD 2'-4" 4'-4" 2'-4 3/4" 4'-4 3/4" 1/A-SO3 2/A-503 3/A-5O3 TILT-TURN '.............N7 Ili'. 2 MECHANICAL ROOM A 3'-0" 5'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,WALL STOP, WEATHERSTRIPPING,PROP-DOWN B TBD 8'-0" 4'-4" 5'-0 3/4" 4'-4 3/4" 1/A-503 2/A-5O3 3/A-5O3 5'-5"IN x 4'-4"H FIXED,2'-4"IN x 4'-4"H _ SPRING HINGES BOTTOM. 14'-0 3/4" TILT-TURN MENENDEZ ARCHITECTS oo. 3 GAME STORAGE A PAIR 5'-0" 1 3/4" WOOD STAIN WOOD STAIN DUMMY SET,ROLLER C TBD 14'-O" 4'-4" 5'-11 3/4" 4'-4 3/4" 1/A-5O3 2/A-5O3 3/A-5O3 3-4'-5"W x 4'-4"H.TILT-TURN,FIXED, voice 970.544.4851 email:LAM@MenendezAmhitects.com CATCH,WALL STOPS(2) TILT-TURN 715 W.Main Street,Suite 104 Aspen,Colorado 81611 4 OWNER'S STORAGE A 3'-0" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP D TBD 26'-8" 2'-b" 26-5 3/4" 2'-6 3/4" 3'-O"IN X 2'-6"H AWNING,6'-0"W x 5 UTTI TTY ROOM A 3'-O" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,WALL STOP, WEATHERSTRIPPING,DROP-DOWN 9'-11" 9'-11 3/4" SPRING HINGES BOTTOM. H,3b"W x 2'-6"H AWNING.ELECTRIC 6 CRAWL SPACE C 3'-0" 4'-0" 1 3/4" WOOD STAIN WOOD STAIN OPERATOR 7 BATH 5 A 2-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN — PRIVACY,WALL STOP E TBD 20'-4" 10'-5" 20'-4 3/4" 10'-5 9/4' 5'-9 1/2"W X 1-5"H AWNING over 5'-9 8 TOILET RM 5 A 2'-4" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 1/2"W x 2'-6"H FIXED over S'-9 1/2"W x 2'-b"H AWNING over 5'-9 1/2"W x 2'-5 9 SHOWER 5 A 2'-4" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 1/2"H FIXED,6'-3 1/4"W x 1'-8"H 10 SHOWER 4 A 2'-4" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP FIXED over 2'-3 1/4"W x 8'-0"H FIXED, 11 TOILET RM.4 A 2'-4" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 2'-3 1/4"W x 6'-8"H FIXED over 2'-3 12 BATH 4 A 2'-8" 8'-O" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 1/4"W x 3'-0"H FIXED,6'-0"W x 6'-8"H 13 BEDROOM 4 A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,FLOOR STOP F7J0=D over 6'-0"W x 2'-5 1/2"H FIXED 14 CLOSET 4 A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,FLOOR STOP F TBD 2'-10" 4'-6" 2'-10 3/4" 4*-6,3/4" 1/A-503 2/A-503 3/A-503 TILT-TURN 15 ENTRY D 4'-0" 8'-0" 2 1/4" TBD TBD TBD TBD ENTRY SET,THRESHOLD, G TBD 2'-10" 4'-6" 2'-10 3/4" 4'-6 3/4" 1/A-503 2/A-503 3/A-503 TILT-TURN WEATHERSTRIPPING, H TBD 3'-0" S'-b" 3'-0 3/4" 5'-6 3/4" TILT-TURN FLOOR STOP I TBD 3'-b" 7-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-503 2/A-509 TILT-TURN 16 COATS A 2'-4" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,WALL STOP J TBD 3'-6" T-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-5O3 2/A-503 TILT-TURN 11 OFFICE A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN 'PRIVACY,WALL STOP K TBD T-6 3/4" T-5 1/2" T-7 1/2" T-6 1/4" 1/A-503 2/A-503 3'-0 3/4"W X T-5 1/2"H FIXED,4'-6"W 15 MUDROOM A 3'-O" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP, X T-5 1/2"H TILT-TURN SPRING HINGES, L TBD 4'-b" 5'-b" 4'-6 3/4" 5'-6 3/4" TILT-TURN THRESHOLD M TBD 5'-11" 9'-5 1/2" 5'-11 3/4" 9-6 1/4" 1/A-503 2/A-503 3'-6 1/2"W x 9-5 1/2"H FIXED,2'-4 1/2" 20 GARAGE F 10'-0" 8'-0" 1 3/8" TBD TBD TBD TBD TRACK,ELECTRIC USE QUIETEST AVAILABLE W X 9-5 1/2"H TILT-TURN OPERATOR OPERATOR N TBD 2'-4" 16'-2 1/2" 2-4 3/4" 16'-3 1/4" 2-4"W x 2'-b"H FIXED over 2-4"W x 21 GARAGE F 10'-0" 8'-0" 1 3/8" TBD TBD TBD TBD TRACK,ELECTRIC USE QUIETEST AVAILABLE 6'-3"H FIXED over 2'-4"W x T-5 1/2"H OPERATOR OPERATOR FIXED 22 OWNER'S STORAGE A b'-0" 7-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 0 TBD 2'-8" T-5 1/2" 2-8 3/4" T-6 1/4" 1/A-503 2/A-503 TILT-TURN 23 LAUNDRY A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP P TBD a-a^ a�a i-, e_n niA„ 6'-',/e" 1/A-503 2/A-503 3'-2"W X 9'-5 1/2"H TILT-TURN,6'-2"W 15'-4" 11-0" 15-4 3/4" 11'-0 3/4" 24 POWDER A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN 'PRIVACY,FLOOR STOP x 9,5 1/2"H FIXED 25 MASTER BEDROOM A 3'-0" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP Q TBD 26'-e" ib'-4" 26'-8 3/4" 16'-4 3/4" 3'-0"IN x 2'-b"H AWNING over 3'-0"IN x 26 MASTER BATH A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 6'-3"H FIXED over 3'-0"W x T-5 1/2"H 27 MASTER TOILET RM. A 2'-0" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN EDGE PULL 8 FLUSH PULL POCKET DOOR TRACK 8 14'-O 3/4" TILT-TURN,r X 6 S'x 2IX H FIXED ACCESSORIES over-S 1 W x b'-L"-H URN,G over 3'-1" WxT-51/2"H TILT-TURN,IN X 2,8'-3 FIXED, 25 MASTER CLOSET A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,FLOOR STOP 2'-6"H FIXED,b'4"W X 2'-6"H FIXED, 29 BEDROOM 2 A 3-0" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 2'-10 3/4"W x 2-6"H AWNING 30 BATHROOM 2 A 2'-8" 8'-O" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,FLOOR STOP _ R TBD 3'-3" 8'-0" 3'-3 3/4" 8'-0 3/4" IN-SWING DOOR 31 CLOSET 2 A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,FLOOR STOP S TBD 26'-8" 16'-0" 26'-8 3/4" 16'-0 3/4" 6'-0"W x 3'-5"H FIXED,6'-3"W x 3'-5"H 32 CLOSET 25 A 2'-10" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN EDGE PULL 8 FLUSH PULL POCKET DOOR TRACK 8 FIXED over 3'-0"W x T-5 1/2"H ACCESSORIES TILT-TURN,3'-1"W x 3'-5"H FIXED over 33 BATHROOM 3 A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP 3'-1"W X T-5 1/2"H TILT-TURN 34 CLOSET 3 A 2'-8" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,FLOOR STOP T TBD 3'-3" 8'-0" 3'-3 3/4" 8'-0 3/4" IN-SWING DOOR 35 BEDROOM 3 A 3'-0" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PRIVACY,WALL STOP U TBD 14'-0" 4'-4" 5'-11 3/4" 4'-4 3/4" 1/A-503 2/A-503 3/A-503 3-4'-8"W x 4'-4"H.TILT-TURN,FIXED, 36 ELEVATOR B 2'-11 1/2" 8'-0" TBD TBD TBD TBD TILT-TURN 3f ELEVATOR B 2'-11 1/2" 8'-0" TBD TBD TBD TBD V TBD 3'-4" 8'-0" 3'-4 3/4" 8'-0 3/4" IN-SWING DOOR 39 STORAGE A 2'-b" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,WALL STOP W TBD 3'-4" 4'-4" 3'-4 3/4" 4'-4 3/4" 1/A-503 2✓A-503 3/A-503 TILT-TURN 40 STORAGE A 2'-b" 8'-0" 1 3/4" WOOD STAIN WOOD STAIN PASSAGE,WALL STOP X TBD 3'-0" 8'-0" 3'-0 3/4" 8'-0 3/4" IN-SWING DOOR Y TBD 3'-6" 7-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-5O3 2/A-509 TILT-TURN Z TBD 3'-6" T-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-503 2/A-503 TILT-TURN AA TBD 3'-6" T-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-503 2/A-503 TILT-TURN DOOR TYPES: BB TBD 9-6" T-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-503 2/A-503 TILT-TURN CC TBD 3'-b" T'-5 1/2" 3'-6 3/4" T-6 1/4" 1/A-503 2/A-503 TILT-TURN TYPE'A': TYPICAL INTERIOR DOOR.TBD PP TBD 3'-b" T-5 1/2" 3'-b 3/4" 7-6 1/4" 1/A-503 2✓A-503 TILT-TURN TYPE'B': ELEVATOR DOOR EE TBD 2'-4" 10'-10 1/2" 2'-4 3/4" 10'-11 1/4" 2'-4"IN x 3'-5"H FIXED over 2'-4"W x TYPE'C': CRAWL SPACE ACCESS HATCH TYPE'D': ENTRY DOOR FF TBD 2'-10" 4'-6" 2'-10 3/4" 4'-6 3/4" 1/A-5O3 2/A-509 3/A-503 TILT-TURN TYPE'E': EXTERIOR DOOR TYPE'F': GARAGE DOOR GG TBD 3'-0" T-0" 3'-0 3/4" T-0 3/4" IN-SWING DOOR HH TBD b'-0" 4'-4" 6-0 3/4" 4'-4 3/4" 2-3'-0"W X 4'-4"H FIXED,TILT-TURN II TBD b'-0" 4'-4" 6-0 3/4" 4'-4 3/4" 2-3'-0"W x 4'-4"H FIXED,TILT-TURN NOTES: JJ TBD 6'-0" 4'-4" 6'-0 3/4" 4'-4 3/4" 2-3'-0"W x 4'-4"H TILT-TURN,FIXED 1 KK TBD 3'-0" 8'-0" 3'-0 3/4" 8'-0 3/4" IN-SWING POOR WINDOW NOTES: Window I,J,K,M,0,P,Y,Z, WOOD: _. AA,BB,CC,DD,JJ and FINISH: ... sidelights E,R and T must be CLADDING COLOR: ... safety glazed(R308.4).Note WINDOW HARDWARE: ... this on the window schedule GLASS: ... or elsewhere in the plans. DOOR HARDWARE: ... SCREENS: ... SDL: ... 1.ALL GLASS SHALL BE SET UP FOR USE AT ALTITUDE OF SITE.PROVIDE BREATHER TUBES,OR EQUIVALENT,FOR SHIPPING OVER MOUNTAIN PASSES. 2.MANUFACTURER SHALL PROVIDE INSECT SCREENS FOR ALL OPERABLE WINDOWS AND SLIDING DOORS. 3.GENERAL CONTRACTOR AND WINDOW SUPPLIER SHALL THOROUGHLY REVIEW WINDOW DIMENSIONS,ROUGH OPENING DIMENSIONS AND DETAILING AND NOTIFY ARCHITECT OF ERROR5 OR INCONSISTENCES IN SAME BEFORE PLACING FINAL ORDER. 4.WINDOW SUPPLIER SHALL FURNISH SHOP DRAWINGS TO ARCHITECT,FOR APPROVAL,BEFORE FABRICATING. 5.ALL OPERATIONS ARE AS VIEWED FROM OUTSIDE. b.STAIN WINDOWS AND DOORS BUT PAINT CASING AND BASEBOARD. 7.ININDOWS/DOORS SHALL MEET THE MINIMUM FENESTRATION U-FACTOR OF.25 Issue: Date: /! Date: Revision: PERMIT 03/21/18 Project SMALLWOOD HOUSE Sheet Title. ` E D SGH L' ° 3/29/2018 Print Date: 03/21/15 D'a"nASPEN MT V;J 40VO c1• I f v C-4522 t': ' A.M 1111gRCHIt£ Sheet Number. A-701 ©2018 Menendez Architects P.C. PLUMBING FIXTURE & FITTING SCHEDULE ROOM FINISH SCHEDULE REV ROOM FIXTURE/FITTING MANUFACTURER MODEL MODEL NO. COLOR/FINISH COMMENTS FLOORS WALLS CEILINGS KITCHEN KITCHEN SINK ... ... ... ... NORTH EAST SOUTH WEST KITCHEN KITCHEN SINK FAUCET REV ROOM MTRL BASE MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. MTRL FIN. COMMENTS KITCHEN GARBAGE DISPOSAL 41 POWDER LAVATORY STAIR WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 OW-1 PAINT-1 DPI-1 PAINT-1 MENENDEZ ARCHITECTS ec. POWDER LAVATORY FAUCET HALLWAY 1 CARPET WB-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 POWDER TOILET MECHANICAL ROOM CONCRETE WB-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 voice 970.544.4851 email:LAM@MenendezArchitects.com PLAY ROOM CARPET WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 715 W.Main Street,Suite 104 Aspen,Colorado 81611 LAUNDRY SINK GAME STORAGE CARPET WB-1 DIN-1 PAINT-1 DW-1 PAINT-1 DPI-1 PAINT-1 DPI-1 PAINT-1 DPI-1 PAINT-1 LAUNDRY SINK FAUCET OWNERS STORAGE CARPET WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 GARAGE UTILITY SINK UTILITY ROOM CONCRETE WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 GARAGE UTILITY SINK FAUCET BATH 5 TILE-1 TOILET RM.5 TILE-1 TB-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 MASTER BATH LAVATORIES SHOWER 5 TILE-1 -- MASTER BATH LAVATORY FAUCETS BATH 4 TILE-1 MASTER BATH TOILET MASTER BATH BATHTUB _ SHOWER 4 TILE-1 MASTER BATH BATHTUB FAUCET TOILET RM.4 TILE-1 TB-1 MASTER BATH BATHTUB FAUCET BEDROOM 4 CARPET WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 MASTER BATH SHOWER HEAD CLOSET 4 CARPET WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 MASTER BATH SHOWER CONTROL MASTER FOYER WOOD WB-1 DW-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 2 LAVATORY I LIVING ROOM I WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 2 LAVATORY FAUCET COATS WOOD WB-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 2 TOILET BATHROOM 2 SHOWIER HEAD BAR WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 2 SHOWER CONTROL DINING ROOM WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 KITCHEN WOOD BATHROOM 3 LAVATORY OFFICE WOOD WB-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 3 LAVATORY FAUCET MUDROOM STONE WB-1 DIN-1 ,PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 3 TOILET GARAGE CONCRETE WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 3 SHOWER HEAD OWNERS STORAGE CONCRETE WB-1 DIN-1 PAINT-1 DW-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 3 SHOWER CONTROL HALLWAY 3 WOOD VVB-1 DW-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 4 LAVATORY SERVICE ENTRY WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 4 LAVATORY FAUCET LAUNDRY TILE-1 BATHROOM 4 TOILET POWDER STONE BATHROOM 4 SHOWER HEAD STORAGE BATHROOM 4 SHOWER CONTROL MASTER BEDROOM WOOD WB-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 BATHROOM 5 LAVATORY MASTER BATH TILE-1 BATHROOM 5 LAVATORY FAUCET MASTER TOILET RM. TILE-1 WB-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 5 TOILET MASTER SHOWER TILE-1 BATHROOM 5 SHOWER HEAD MASTER CLOSET WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 5 SHOWER CONTROL BEDROOM 2 WOOD WB-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 BATHROOM 2 TILE-1 I SHOWER 2 TILE-1 CLOSET 2 WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 BATHROOM ACCESSORY SCHEDULE CLOSET 2B WOOD WB-1 DW-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DW-1 PAINT-1 BEDROOM 3 WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 REV ROOM QTY ITEM MANUFACTURER MODEL MODEL NO. FINISH COMMENTS CLOSET 3 WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 MASTER BATH ... TOILET ROLL HOLDER ... ... ... ... MASTER BATH 15"TOWEL BAR BATHROOM 3 TILE-1 MASTER BATH 24'TOWEL BAR SHOWER 3 TILE-1 MASTER BATH TOILET ROLL HOLDER HALLWAY 2 WOOD WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 STAIR WOOD 1NB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DW-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 2 TOILET ROLL HOLDER BATHROOM 2 15"TOWEL BAR STORAGE 2 BATHROOM 2 24'TOWEL BAR STAIR TILE-1 WB-1 DIN-1 PAINT-1 DPI-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 2 TOILET ROLL HOLDER STORAGE TILE-1 WB-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 DIN-1 PAINT-1 BATHROOM 3 TOILET ROLL HOLDER BATHROOM 3 15"TOWEL BAR NOTES: BATHROOM 3 24'TOWEL BAR BATHROOM 3 TOILET ROLL HOLDER BATHROOM 4 TOILET ROLL HOLDER BATHROOM 4 15"TOWEL BAR BATHROOM 4 24'TOWEL BAR BATHROOM 4 TOILET ROLL HOLDER I BATHROOM 5 TOILET ROLL HOLDER BATHROOM 5 15"TOWEL BAR BATHROOM 5 24"TOWEL BAR BATHROOM 5 TOILET ROLL HOLDER APPLIANCE & EQUIPMENT SCHEDULE REV REF II ITEM LOCATION I MANUFACTURER MODEL NO. FINISH COMMENTS RANGE KITCHEN ... HOOD KITCHEN REFRIGERATOR/FREEZER KITCHEN DISHWASHER KITCHEN MICROWAVE KITCHEN CLOTHES WASHER LAUNDRY CLOTHES DRYER LAUNDRY losue: Date: 4.' Date: Revision: PERMIT 03/21/15 Project SMALLWOOD HOUSE Sheet TiNe: ` E D SGH L' ° 3/29/2018 Print Date: 03/21/15 0,650E JPEN MT :n �,yv\1 �enic.. .1-A., pD EN All, •;v. O c1• I i C-4522 y / ' A.H I1-4gRCHIT£ Sheet Number A-702 ©2018 Menendez Architects P.C. ® ® ® @ ® CD® ® ® 0 Q Silver Town Structureso NOTE 2 0 307 Aspen Airport Business Center 0 Aspen,CO 81611 I I i R7 I I I 0 (970)300-1003 0 w1D I a a2 0 0 O ... \ O OQp BRU SIce•.,1 r Ga T.'.51AB [ , x y = I:• aas W10 o 5"CONCRETE SLAB W/ I =90: •��.` -- --rail41 M4La?1'-'''.GONER s. ..• --",•*/DNAV6aC''. �OMPACTED 301E OR GRAVEL PROVIDE CONTROL JOINT 111 I Bo POCKET 56 7 N+10 '^ I rBM POCK:5x,. C32 B.'P.=I98'6 V4" m I L— __,m• CI At.. FTNG:B i.O"w. — °I' r• — —J O.W.=99'-93I4' 1 I N. r — —„ -L© AEI�' ® LAsk-71110 ■14.9Kr OL=9T-93/4• I� T.O.F.=88'-101/4"�� 'A" 11'-83/4" �•7 yplcal v \ m � T-61/4• T o r ;, s. e' - - 2. --o Aa i Bs(NOTE°�1� 111/1^ , LE i I -s 1/2" I 4'-63/4" "' 30 1 1 co r Y' r , , �1a3B1 R3 © 1 e'-J1/4' -41/2" 1/2" 0'i 1/2' L]/8' 0'i 1/2" / CD I 4'-0^ w10 .I1`p s. �j'�u11 T.O.W.=100'-t 1n" CO2 ° , i fl12 TOW.=9B'-1" 61)=1w1z T.o.w.=ma-11n^� 112 En �o V4' s4s^ — —n w1z q 6CO ® 1113.7.-0 m A _ _ I 1/ILKc4 - YC '� PK -- _. � ©nw. ®�I I� BM POCKET SxB �� _ — fi.3K i BM ' � :1-13;;T17.79/ I _ �.., ��IBOP=986 4" - T~ ��� .3K f 1--- -r ) f— N —O � .. l[ I! © 0 I I I I I �FTNGH POCKET 586/4" J T T FTNG:H / 3-0' / I D. B 111 _ (FTNG'E � A eT x1•E'] 01 11,12/4" T.O.W.=99-9314II _ W3 .. " T'F.=e6']1l4' \ — R3] Iflio /...51AB PERIMIT ER PM.,, R3.Y fl3 R34 W32 gg.9—..._ — 99 9 I W10 I BM POCKET 586 W18 w 4'f ® W13 1 Did F33 i_O.SIAB ,�f"]4° Fl i .O.P.=98'-61/4' C12 r C12 --- _ Iw C6 + 1/4 99'- 8..� 1.. mil C12 N_ _ IIII11; c � �14 ; VP_ I --k_xlnAB. TO.F.=93'-93I4"I I �5 ri I 40111 I 1BPOCxJ5 - - - +_Je - - r _ x - m— - - - co 1 \�� 'I I_"Ili a=• im m 812 r0F I - i — —�5� �I� C4 TO W.=100-11n' ' 1 O 93'33/" \ 1 - B)'-61/ TOW.=99'-913I4' W10 •iK - �T.'.w.=93'-93/4•� '�i fll C12 I 1 4"CONCRETE SIABWI W12 1 1 OCKET 589 '0 �44@II-6'O.C.OVER •v ¢y. I I fB.O.P.=198'E 1/4"I FIO 9/ - 4'COMPACTEO SOIL OR GRAVEL C6 / 1 1 __ tl ' :„ , :° I _J PROVIDE CONTROL JOINT 2'-0' r (�� 5/e"0x30"A.B. i • 12'0"OC.MPX. _ _ _ _ I w`�� ' liM POCKET Sx�S � 1 \ L--- — - - - J 1 a__r — - -6V4^ r M I - - I \g.l —J - - - - - - - - - - - l0 l0 I I B.SI I >I � �� 1 I __ 1 ,�_T m I ����— 1 I �11.2K 11.2K� I - I _ _ _ _ _ _ _ _ _ \11 —Ea--; _ I Lam__-- 1a CCC��� --�--- 11 ® 15' Tim ��� - —�--� 1112 flv L I .BK DE '.BK J ill W18 1 1.' r m '.. . W12 1 �� 3 812 -.T. MMIH s C12 1 1 - FTNG:H F33 FT3�3 12 I TOW.=99'-93I4' - WeS I m T.O.W.=99-93/4• TOW.=99'-9314' T.O.F.=86'-]1/4" C12 5-0 SO IT.O.F.=8,21/4' T.O.F.=93'-9314" T.O.PIER=BB'-9314" J A A f / 3 V / 501. / 3 V / 24 a / 6 4 / live' II. / 3 i' / 1]e / 3 4' / / / 163'-01/2" E) ® ® @ ® ®® ® ® ® ® ® O ® ® / Foundation Plan Foundation Plan 3/16"=1•-0" Smallwood House FOOTING SCHEDULE DESIG. SIZE THICK. REINFORCING,EA.WAY Aspen,CO FTNG:A) 2'-0"SQ 10" #4 @ 8"O.C. FTNG:B ) 2,-6 SQ. 10" #4 @ 11"O.C. RECEIVED JOB NUMBER REVISIONS (FTNG:C) 3'-0"SQ. 10" #5 @ 14"O.C. 17-18 3-6"SQ. 10" #5 @ 12 O.C. DATE 3/29/2018 (PING:D) " 2/28/18 PERMIT FTNG:E I 4'-0"SQ. 10" #5 @ 12"O.C. ASPEN (FTNG:F ) 4-6"SQ. 10" #5 @ 12"0.C. DRAWN BY BUILDING DEPARTMENT FTNG:G) 5-0"SQ. 10" #5 @ 12"0.C. HLB FTNG:H ) SEE PLAN 10" #5 @ 12"0.C. CHECKED BY NOTES SHEET NUMBER 1. Coordinate the depth of the elevator pit with the manufacturer and verify with EOR. 2. Grid lines are not aligned with concrete walls.They typically occur 1/2"ininside of the wall and rae.indicate the outsides.2x6 framing above.The garage grid lines occur 2"outside of the /� •O O concrete.See details 1/55.1 and 2/55.1. J' ( ) ® T 'Y T Q® Q ® 0 0 o Silver Town Structures ° O 307 Aspen Airport Business Center 0 Aspen,CO 81611 O (970)300-1003 0 O 0 ICI LJ ,Q,.. g 99���-EElppO^ g g g 1—g 0.\a`.BRUTSgF�,JI1_ PL IV' S (,O:�(4 ,. FBLL DEPTI 1 T_I — (, ^— _.0_PLY - • 44 5 , LOCKING �6 1 r - G� 2 „-16n LVL S ~o m lao�-o•�� — -=�I°r L t3 it g ITS1.81/1 .'O.\ ~ m�� M rc l :m F_ 1-16 LVI R ir 63:21: „ ^� gT.O_PY\ 015 W142 eta 6 LTA ..v.F16 1' , .„, 431 OMMLEDG R\ D ® ® ® O O Q „,,,,,,,,r .. i NECG�:.il J q :,..,,_,... A . . . . . 1 8 I ll z-1s•wL LI �R to r,-y 199'1w4" LEDGER ,5 D 1D3/4•• 6-9u4•• MIT416 �o 3,1 \ , , \J = O g o f a 1/a" - /43/4" y" g" D 3 a. o o a. o oT o a,. o O ..�. _ _��I1 .z��� - Trek SPAN tTIP 13 022 f + __ _�� O �e 032 q e 033 Beam 0,,.,. m4 a /,o.PLd V4m azzaz•I II 1,31/2. I 1/0" EA 1 I 9•lD^�o VVV I o — 51n^//i' C sTl--�,p POLY 5'CONCRETE SLAB WI Co �R5E COMPACTED OVER o-% „'O z'i"/ 33L /z'-4"/ COMPACTED SOIL OR GRAVEL SO "' a PROVIDE CONTROL JOIN SLAB EMI g� �'� o~W 13 a..�' 0 an. �ae. 0.i. 0 A A SEES .ODI FORS AILS # IL I"- _ _ W14AD 6 � 9 s �_* 1113/4' k I� ���' 11!‘ T m ua Z O00 Beam ica Bail 0 ee. �'T g P �g # # . N "a. g z6•-�1/4^ g s.w. o xw. g / /S.W. C/ - I=OPENING n0rc20I ® _ _ _ J 4 1..._4 _ m _—F�_ 9.11 [,f13i4•y _ _ pq INDTE 41 _ _ _ _ _ _ _ _ _ _ _ > _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5. [{�1 g e D35 Beam Ha- 3 a` < O �4 0110 -DD_RLV V 40 4, !In. ek 434A pg.. 17, ai k 0 -t.H: - _ _ _ _ _ _ _ _ 0 a.. t A ae.. 1..I e - - - - �'71 ::N •.-... ._...��C_I_ _ _ _ _ _ _ _ - - _ _ _ _ _ rli 71i -T 1/4• 1 .�`e°ee"'°6 oDra to,.I JIB Y , , A 0 CID (ID 0 (Ilb CI 1C1 4 ,c , ,b ,c , 1 ib 4 0 0 HANGER SUMMARY WALL LEGEND COLUMN LEGEND Main Level Framing Plan HANGER FASTENER Designation 1/"APAraon Main Level Framing Plan Beam Hangers ® Exterior Shear Wall 1/2"APA rated sheathing,24/0 with 8'-0"dimension vertical DENOTES COLUMN BELOW. H65.12/16 TF:6-16d F:16-16d J:10-16d End joints shall be staggered.Studs shall be 16"O.C. 3/16"=1'-0" MIT416 TF:4-16d F:4-16d J:2-10d x 1 1l2" S W' Attach plywood at edges with 10d nails at 4"O.C.and at DENOTES COLUMN ABOVE OR TRANSFERED THIS LEVEL. g Smallwood House intermediate supports with Sd nails at 6"O.C.Provide a 3x --DENOTES CONTINUOUS COLUMN. LEDGER SUMMARY IT31.81/16 TF:4-10 F:2-10d x 1 1/2 packout at the wall ends with holddowns and straps per HWU3.56/16 TF:4-16d H:4-16d J:2-16d plan. K.P.=KING POST Designation Size Fasteners HU11 F:22-10d J:6-1od x 1 1/2 D.T.=DOUBLE TRIMMERS 074 Beam 11 7/8"x 1.75"LVL (1)-LL005 @ 16"O.C. BA 3.56/16 TF:6-10d H:10-10d J:2-10d x 1 1/2" PROVIDE ENOUGH STUDS TO MATCH WIDTH OF BEAM ABOVE. Aspen, CO 075 Beam 11 7/8"x 1.75"LVL (2)-LL005 @ 16"O.C. HU210-13 H:14-16d J:6-l0d I I Exterior wall See General Notes shear wall section C3 ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NOTED AS FOLLOWS: 097 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 24" ITS3.56/16 T:4-10d 1 1/2"F:2-10x 1 1/2" RECEIVED O.0(5"Embedment) ITS 3.56/16 TF:4-10d H:4-10d J:2-10d r"".'"""1 Interior Shear Wall 2x studs @ 16"O.C.with double studs at the wall ends. ,A 098 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 16" Gypsum sheathing on both sides with No.6 type S or W WOOD PARALLAM,PSL STEEL JOB NUMBER REVISIONS Joist Hangers S.W. 17-18 0.0(5"Embedment) drywall screws 1 1/4"long.Provide 4"fastener spacing at 03-2 x 6 03 1/2 x 3 1/2 ElHSS 3 1/2 x 3 1/2 x 1/4 DATE 3/2 9/2018 099 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor 24" ITS2.06/16 TF:4-10 F:2-10d x 1 1/2 the edge and in the feld. O.C(5"Embedment)@ 9 IUS2.06/14 TF:4-10 F:2-10dx 11/2 ©4-2x6 E❑31/2x51/4 DHSS 4x4x 1/4 2/28/18 PERMIT ITS2.37/16 TF:4-10 F:2-10d x 1 1/2 ASPEN 100 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 16" I I Bearing Wall Typical 2x6 framing.Provide a double top plate with studs 05-2 x 6 05 1/4 x 5 1/4 'DHSS 4 x 4 x 3/8 BUILDING DEPARTMENT at 16" 0.0(5"Embedment) ITS2.36/11.88 TF:4-10 F:2-10d x 1 1/2 DRAWN BY 101 Beam 16"x 1.75"LVL (2)-LL005©16"O.C. U610 H:14-16d J:6-10d O.C.Sheathing varies. 03-2 x 4 E❑5 1/4 x 7 [DHSS 4 x 4 x 1/2 HL8 127 Beam 16"x 1.75"LVL (1)-LL005 @ 16"O.C. LUS28 F:12-10dx1 1/2 J:2-10d x 1 1/2 Interior Wall 2x studs @ 24"O.C.Min. 04-2 x 4 EIHSS 5 x 5 x 1/4 143 Beam 11 7/8"x 1.75"LVL 3/4"0 Epoxy Anchor @ 32" LUS28-2 H:6-16d J:4-16d sheathing per arch CHECKED BY 0.0(5"Embedment) IUS2.37/14 F:10-10d J:2-10d x 1 1/2" E❑5-2 x 4 THE DHSS 5 x 5 x 1/2 146 Beam 2x8 (1)-LL005 @16"O.C. IUS2.37/11.88 F:10-10d J:2-1od x 1 1/2 MULTIPLY BEAM FASTENING SCHEDULE 1=16 x 6 POST SQ Existing Steel [DHSS 5 x 5 x 5/16 I 080 Beam 11 7/8"x 1.75"LVL (2)-LL005 @ 16"O.C. LUS26 H:4-10d x 1 1/2"J:4-10d #PLY FASTENERS 081 Beam 16"x 1.75"LVL (2)-LL005 @ 16"O.C. ITS2.06/14 TF:4-10 F:2-10d x 1 1/2 2 (2)-Rows 16d Common Nails @ 12"O.C. 28 x 8 POST El Existing Wood ©W10 x 22 SHEET NUMBER 153 Beam 2 x 6 (1)-LL005 @16"O.C. IUS2.06/16 TF:4-10dx 1 1/2"H:2-10dx 1 1/2"J:2-lodx 1 1/2" 3 (3)-Rows 16d Common Nails @ 12"0.0 L S2.06/16 F:12-10 xl 1 2d x 1 1/2 4 (2)-Rows 1/2"0 bolts @ 24"O.C. A •O O�\ LUS28 F:12-10dx1 1/2 J:2-10d x 1 1/2 1 GJ IUS2.06/11.88 TF:4-10dx 1 1/2"H:2-10dx 1 1/2"J:2-10dx 1 1/2" HU9 H:4-10d x 1 1/2"J:4-10d ® ® © @ ® ®® ® ® 0 0 o Silver Town Structures0 0 307 Aspen Airport Business Center 0 Aspen,CO 81611 I I I I I I I I 0 (970)300-1003 0 0 0 O I z� e_—si �J 0 GPM Aaa z"Sleepero.er LVL beam OQP BRU S!,,, _ .. I _ ,I, 2. Provide ac<oued mrlks at standard weightconcrete topping. 0•;r4;� 'P�•�'. 3. Provme(4-LL005 Ledger Lots at each wall stud. =G 0 y 4 Mech opening sized per Plan.0 detail 13/33.2 to head oHa single joist 44 G • _ 93,9. I 2. • mdowand door ccoRaming In this area is 11/2"standamnHnghtc upon selection ppinofawindow -��� L M / m O U z. manufacturer and the specific array configuration. ' AP h 9o'FSS/oNA1-E*`2,'' L II\ " ll L— = 3-2x6 •i 3s 8 ■i 11. I it � I Teh y=„ I I, f T T QM 1 0 1 o II , @ i I� I I I. Bill E— I A" A3/4" Itsb,lb bl c 16 �„ LEDGER 081 i IJC ti ,,,0 .g• NOTE3 ol•am' I r git tio. I • O _ L� _ ii '0 I J I /• LY�i 004FORROOFFRAMING / TfP I ! �_..6., q I �13'DI ] xLr ,,— '- iIIF I�` ,. fLLOEPrHm BLOCKING TTEJ - - - - - - e I A. i0PLYs__ 12-91/4" I \ / m \ / \ 111, \ / Nt / 9/9 II PLY \_.., PLY , I \ -- I 112-E;''� I o SEE SHEET 51.004 FOR ROOF FRAMING \ ::: I , L . � I ,I I ©. I I 10 n :�,�� nL. 00000ER ——ezokglxIND.Es BDIND.EsI41 �_I_.o 11 y 01 n 70 —__ LEDGER 153 ,(; 0 LD62g- 1. ��! It A „. I I I 0 0 ® OB CO E 114 I 7 K L M N HANGER SUMMARY WALL LEGEND COLUMN LEGEND Lower Roof Framing Plan Lower Roof / Upper Level Framing Plan HANGERMM Beam Hangers FASTENER DesignationConstruction — Exterior Shear Wall 1/2"APA rated shestaggered.with 8'-0"dimension vertical DENOTES COLUMN BELOW. 3/16"=1'-0" HB5.12/16 TF:6-16d F:16-16d J:10-16d 5 W End Attach plywood joints shall be staggered.Studs shall be 16"O.C. MIT416 TF:4-16d F:4-16d J:2-10d x 1 1/2" p ywood at edges with 10d nails at 4"O.C.and at DENOTES COLUMN ABOVE OR TRANSFERED THIS LEVEL. Smallwood House intermediate supports with 8d nails at 6"O.C.Provide a 3x DENOTES CONTINUOUS COLUMN. ITS1.81/16 TF:4-10 F:2-10d x 1 1/2 packout at the wall ends with holddowns and straps per LEDGER SUMMARY HWU3.56/16 TF:4-16d H:4-16d J:2-16d plan. K.P.=KING POST I Designation Size Fasteners HU11 F:22-10d J:6-10d x 1 1/2 D.T.=DOUBLE TRIMMERS Aspen, CO 074 Beam 11 7/8"z 1.75"LVL (1)-LL005 @ 16"O.C. BA 3.56/16 TF:6-10d H:10-10d J:2-10d x 1 1/2" PROVIDE ENOUGH STUDS TO MATCH WIDTH OF BEAM ABOVE. 1" 075 Beam 11 7/8"z 1.75"LVL (2)-LL005 @ 16"O.C. HU210-13 H:14-16d J:6-10d Exterior wall See General Notes shear wall section C3 ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NOTED AS FOLLOWS: 097 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 24" IT53.56/16 T:4-10d 11/2"F:2-10x 11/2" RECEIVED O.0(5"Embedment) Bssss:sssd Interior Shear Wall 2x studs 16"O.C.with double studs at the wall ends. .1 ITS 3.56/16 TF:4-10d H:4-10d J:2-10d @ WOOD PARALLAM,PSL STEEL JOB NUMBER REVISIONS I 098 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 16" Gypsum sheathing on both sides with No.6 type S or W 17-18 Joist Hangers S.W.O.0(5"Embedment) drywall screws 1 1/4"long.Provide 4"fastener spacing at 03-2 x 6 J❑3 1/2 x 3 1/2 EIHSS 3 1/2 x 3 1/2 x 1/4 DATE 3/2 9/2018 ITS2.06/16 TF:4-10 F:2-10d x 1 1/2 099 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 24" the edge and in the field. 2/28/18 PERMIT O.0(5"Embedment) IUS2.06/14 TF:4-10 F:2-10dx 11/2 ©4-2x6 K�31/2 x 51/4 IHSS4 x4 x1/4 ASPEN 100 Beam 16"x 1.75"LVL 3/4"0 Epoxy Anchor @ 16" ITS2.37/16 TF:4-10 F:2-10d x 1 1/2 I I Bearing Wall Typical 2x6 framing.Provide a double top plate with studs 05-2 x 6 05 1/4 x 5 1/4 DHSS 4 x 4 x 3/8 BUILDING DEPARTMENT I O.0(5"Embedment) ITS2.36/11.88 TF:4-10 F:2-10d x 1 1/2 at 16"O.C.Sheathing varies. DRAWN BY 101 Beam 16"x1.75"LVL (2)-LL005@16"O.C. U610 H:14-16d J:6-10d 03-2x4 M❑51/4x7 V❑HSS 4 x4x1/2 HLB 127 Beam 16"x 1.75"LVL (1)-LL005@16"O.C. LUS28 F:12-10dx1 1/2 J:2-10d x11/2 Interior Wall 2x studs @24"O.C.Min. 04-2x4 W�HSS5x5z1/4 143 Beam 11 7/8"x 1.75"LVL 3/4"0 Epoxy Anchor @ 32" LUS28-2 H:6-16d J:4-16d sheathing per arch CHECKED BY O.0(5"Embedment) IUS2.37/14 F:10-10d J:2-10d x 1 1/2" 0 5-2 x 4 THE DHSS 5 x 5 x 1/2 146 Beam 2x8 (1)-LL005 @16"O.C. IUS2.37/11.88 F:10-10d J:2-10d x 1 1/2 MULTIPLY BEAM FASTENING SCHEDULE 06 x 6 POST SD Existing Steel El HSS 5 x 5 z 5/16 080 Beam 11 7/8"x 1.75"LVL (2)-LL005 @ 16"O.C. LUS26 H:4-10d x 1 1/2"J:4-10d #PLY FASTENERS 081 Beam 16"x 1.75"LVL (2)-LL005 @ 16"O.C. IT52.06/14 TF:4-10 F:2-10d x 1 1/2 2 (2)-Rows 16d Common Nails @ 12"O.C. 08 x 8 POST E®Existing Wood ©W10 x 22 SHEET NUMBER 153 Beam 2 x 6 (1)-LL005 @16"O.C. IUS2.06/16 TF:4-10dx 1 1/2"H:2-10dx 1 1/2"J:2-10dx 1 1/2" 3 (3)-Rows 16d Common Nails @ 12"O.0 — w L S2.06/16 F:12-10 x1 1/2 x 1 1/2 4 (2)-Rows 1/2"0 bolts @ 24"O.C. ` - •O O LUS28 F:12-10dx1 1/2 J:2-10d x 1 1/2 J IUS2.06/11.88 TF:4-10dx 1 1/2"H:2-10dx 1 1/2"J:2-10dx 1 1/2" HU9 H:4-10d x 1 1/2"J:4-1od ® ® © ® ® ®® ® ® 0 0 °Silver Town Structures° 0 307 Aspen Airport Business Center 0 Aspen,CO 81611 , 0 (970)300-1003 0 0 0 O - i 7 \ ID ;.,Qp00 LI,•,, a 1 II Y \ I -llo L ) C ( Now,,DRAIN TT o'-f.4.40NALOk..". III II il1 i i , i / i, ,.( , , , r I i T T T QM QN OO . E O -- \ _ 3-11)/8"LVL i r O \ ,,, F,., i ,,, 11 / , , v / \ \•�——BLOCKING— g t122'a7 g m I 1 1 , I // / \ BLOCKINGrig, r , , , , I / \ E3- - - - - Err > _ —tX <- 0 3-2x8 _4 E 1 y I 18 VV.� .p �.1118"LVL 0 \ / L L— _ ...555,,�/— _BLOCKING $t BLOCKING— �H 5 T ^BLOCKNG Z q B 1-18"LVL I , SLOPE to DRAIN TIP ff, , T LJ— �Iylll 1 I �m �I \ / \ / \ \ / R,B1 3 8s t,BIIIT \ / T \ / T \ \ / 8 - p � t \ / \ / 8 18"LYL \ - \ / M•0.C.I 1 1 I�128a.LoL.C. r. _ >_< _ _ _ _ ,----)-; , SLOPE to DRAIN PR �- 1 - d.$° 11 / \ / \ � 1 ZT � T �� T I1 / \ J / \\ _ mF t1i_1± i =3— V: K , , \ I 6I =� I12 / T 1 irila Tr A ® ® i DO E F G CI I J K L M (: :) 0 Cil) WALL LEGEND Roof Framing Plan Designation 12"APAraon Upper Roof Framing Plan ♦-1 Exterior Shear Wall 1/2"APA rated sheathing,2410 with 8'-0"dimension vertical End joints shall be staggered.Studs shall be 16"O.C. 3/16"=1'-0" ,,SW. Attach plywood at edges with 10d nails at 4"O.C.and at Smallwood House intermediate supports with 8d nails at 6"O.C.Provide a 3x packout at the wall ends with holddowns and straps per plan. Aspen,CO 1 I Exterior wall See General Notes shear wall section C3 1 Interior Shear Wall 2x studs @ 16"O.C.with double studs at the wall ends. RECEIVED JOB NUMBER A S.W. I Gypsum sheathing on both sides with No.6 type S or W 17 18 REVISIONS drywall screws 11/4"long.Provide 4"fastener spacing at DATE 3/29/2018 the edge and in the field. 2/28/18 PERMIT ASPEN I I Bearing Wall Typical 2x6 framing.Provide a double top plate with studs BUILDING DEPARTMENT at 16"O.C.Sheathing varies. DRAWN BY HLB Interior Wall 2x studs @ 24"O.C.Min. sheathing per arch CHECKED BY MULTIPLY BEAM FASTENING SCHEDULE #PLY FASTENERS 2 (2)-Rows 16d Common Nails @ 12"O.C. SHEET NUMBER 3 (3)-Rows 16d Common Nails @ 12"O.0 4 (2)-Rows 1/2"0 bolts @24"O.C. Si.004 STRUCTURAL GENERAL NOTES &SPECIFICATIONS STRUCTURAL STEEL: 4.Lapbarsplices36bardiameters.Atcomersandintersections,makehorizontalbarscontinuousorprovide G Silver Town Structures SMALLWOOD matching corner bars. 0 0 A.STRUCTURAL STEEL Structural steel shall be detailed,fabricated and erected in accordance with latest provisions of the AISC Manual of Steel D.GENERAL REQUIREMENTS DESIGN DATA: Construction and AISC Code of Standard Practice.Use welders meeting the requirements of the AWS Standard Qualificationf Fill all voids and grout cells solid fora distance of 32"below and 12"each side of all beam reactions or 0 307 Aspen Air Airport Business Center 0 Procedure.Comply with AWS D1.1 Structural Welding Code. P A.DESIGN LIVE LOADS other concentrated loads unless noted otherwise on plans. 2x6 WALL Aspen,CO 81611 1.Basic Roof Snow 75 PSF 4.Garage 40 PSF 1.All steel shall conform to ASTM A36 except beams shall be ASTM A992 Grade 50 and tube columns which shall conform to 4 i0 (970)300-1003 0 2.Residential Floors 40 PSF 5.Wind 115 mph,Exposure B ASTM A500(GR.B)and pipe shapes which shall conform to ASTM A53(Gr.B). 2.Provide vertical control joints in all masonry wall at 35'-0"maximum spacing as located on the 3.Decks 75 PSF 6.Seismic Zone C PLYWOOD SHEATHING,TYP. 2.Bolts shall conform to ASTM A325N.Anchor bolts shall conform to ASTM A3 B.DESIGN CODES Bolt size shall be 3/4"diameter unless noted architectural drawings. ? 0 0 International Residential Code,(IRC),2015 otherwise.Installation shall be in accordance with AISC Specifications for Structural Joints Using ASTM A325 or A490 Bolts, with the International Amer can aute I SteeleConstruction,cigo Manual el Construction(AISC 9th Edition) 3.All welds shall be made with E70XX electrodes. 3.Pro.Sp nsso t e lintel bond-8"; r vi follows: S SEE PLAN �R= Building (IBC), P P 1978. TO.PLY. American Concrete Institute Building Code(ACI 318-11) a.Spans not exceeding 4'-8";provide 8"deep beam reinforced with 2-#5 bars continuous in T.O.WALL bottom beam. SEE PLAN American Institute of Timber Construction,Timber Construction Manual(AITC 5th Edition) ,•'•pQ 0 /C' National Design Specifications for Wood Construction(NDS2012) 4.Prime all steel with approved rimer paint to exposed bolts,welds,and abraded shop ....- GENERAL: Q ••' F� pp p p ppaint areas. 0•.•'•• • �• SPECIAL INSPECTION PROGRAM: ,,: ,.eRu..01.s 5.All column base plates shall have 1"minimum grout to provide continuous bearing. ��R�+ -III-I I-I I- =O$mr IO�3 General III-' ' 1.Any changes to the contract drawings shall be submitted to the structural engineer for approval. B.GROUT AND ANCHOR BOLTS III- 1�1� 4425j This Inspection Program references Section 1704 of the 2003 International Building Code,herein after referred FLOOR JSTS. - -F'+N"+ L. r•+• 2.All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies 1.Dry pack or grout shall be shrink resistant Embeco 153 or equivalent. to as the IBC. SEE FRAMING PLAN =-to 4i shall be brought to the attention of the architect prior to fabrication or construction.Details on the structural drawings are typical. =90,� DO NOT SCALE DRAWINGS. 2.Expansion bolts shall be Simpson"Wedge-All"or approved wedge type,installed in accordance with the manufacturer's A.Portions of work that require special inspection: F,p••• av,; requirements. 3/DNA�E 3.All openings through the structural system shall be approved by the Engineer. All SteeluConstruction: 1/2"0" . A.B. 3. riling the stud dstuds ufactu.er'shall be attached u.structural steel ith equipment nt approved by the stud with setting e structural steel c specified in Section odic b and Table cocs.i of the IBC.High strength bolts are @ 4'-0"O.C.,TYP. II CA 4.Contractor truc shall provide in place necessary temporary bracing,shoring,guying or other means to prevent excessive stresses and to templates to the cats n and ionomanchor io 4.Anchortbolts embedded inconcrete s be placed with feel fa bearing-type connections and require periodic but not continuous inspection. hold the structural elements in place during construction. templates.5.Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator.Steel fabricator i shall supply anchor bolt setting plan. 2.Concrete Construction: 5.The contract structural drawings and specifications represent the fnished structure.They do not indicate the method of Installation of expansion bolts,epoxy dowels,and special concrete anchors,used for the connection of structural #4 HORIZ.@ 1'-6"MAX. construction.The contractor shall provide all measures necessary to protect the structure during construction.Such measures C.STEEL CONNECTIONS steel to concrete and for adjoining two concrete elements,shall require special inspection as follows: 8"CONC.WALL in shall include,but are not limited to bracing,shoring for loads due to construction equipment and protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural 1.Provide bolted connections for steel beams per Part 4 and Part 5 of the AISC Manual of Steel Construction.Except where The special inspector shall verify that the material is as specified in the Contract Documents and that the engineer be responsible for the contractor's means,methods,techniques,sequences for procedure of construction,or the safety otherwise shown,provide connections to support loads equal to one-half the total uniform load capacity of the member. installation is in compliance with the manufacturers recommendations.Inspections shall be periodic with a 245 CONT.TOP&BOTT. precautions and programs incident there to. frequency of: 2.A minimum of two bolts shall be used for all connections.Size and grade shall be determined by the fabricator. Less than 10 anchors: all anchors #4x 1'-4"VERT. 6.Options are for the convenience of the contractor.He shall be responsible for all changes necessary if he chooses an option More than 10 anchors: 10%of the anchors shall be inspected L@ k T .FTNG. n and shall coordinate all details.The cost of additional engineering work necessitated by selection of an option shall be borne by CONCRETE: SEE the contractor. Bolted wood ledgers do not require special inspection unless specifically noted on the plans. A.CONCRETE REQUIREMENTS 7.Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered Concrete has been designed and shall be constructed in accordance with the latest editions of the 3.Soils .CE in Colorado. American Concrete Institute Building Code,ACI 318 and Specifications for Structural Concrete for Buildings,ACI Prior to the construction of all footings,including isolated pads supporting porch and deck elements,the special 301.Provide hot or cold weather protection per ACI 305&306. inspector shall determine that the supporting soil is in compliance with the soil report or assumed design 8.Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are parameters.The special inspections for existing site soil conditions,fill placement,and load-bearing te nominal nVerify all dimensions with the architectural drawings. 1.Concrete shall have a minimum compressive strength at 28 days of: requirements shall follow Sections 1704.1 through 1704.3 of the 2003 IBC with no exception for fill placement 2-#5 CONT. O Walls&footings 3000 psi less than 12 inches deep. - 9.Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the Slabs 3000 psi SEE PLAN "' engineer shall provide sufficient details for the work to proceed. B.Qualified Special Inspectors: 2.Provide Type II cement throughout with 4%air entrainment. 10.Construction materials shall be spread out if placed on framed construction.Load shall not exceed the design live load per The special inspectors shall be approved by the building department prior to selection. square foot 3.Mechanically vibrate concrete. 11.Shop drawings shall be submitted to the architect for all structural items.The Engineers review is intended only as an aid to 4.No admixtures shall be used without approval by the engineer. Duties of Special Inspectors: the contractor for obtaining correct shop drawings.Responsibility for correctness shall rest with the contractor.The contractor shall review all shop drawings prior to submittal.Items not in accordance with the contract documents shall be fagged upon his 5.Addition of water to the batch material for insufficient slump is not permitted. The defies and responsibilities of the Special Inspector shall bees specified in Section 1704.1.2 of the IBC and review.The shop drawings do not replace the original contract drawings.It is the contractors responsibility to make sure items are as specified in Section A,Duties and Responsibilities of the Special Inspector,in the Special Inspection and constructed to the original drawings.The adequacy of engineering designs and layout performed by others rests with the 6.Do not place pipes,ducts or chases in the structural concrete without the approval of the engineer. Testing Agreement accepted by the Building Department. designing or submitting authority. 7.Thoroughly clean all case and construction joints prior to placing concrete in adjacent pour. The Owner shall be responsible for payment of the special inspectors. STRUCTURAL WOOD FRAMING: 8.Concrete shall not be in contact with aluminum. B.REINFORCING 3 A.DIMENSIONAL LUMBER Detailing,fabrication,and erection of reinforcing steel bars shall comply with the ACI Manual of Standard LVL LEDGER TO MATCH FLOOR DEPTH I2x6 WALL All wood members shall be as described in the 2001 edition of the"National design Specifications for Wood Practice for Detailing Reinforced Concrete Structures ACI 315. PROVIDE(1)-3/4"0 EPDXY ANCHOR PROVIDE FULL WIDTH Construction"by the National Forest Products Association and the W WPAW. 11 1.Reinforcing bars shall be ASTM A615-Grade 60. @ 32"O.C.(5"EMBEDMENT)U.N.O. TREATED PLATE WHERE 1.Unless otherwise noted on the drawings,wood framing members shall be Douglas Fir/Larch,Grade#2 or IJOISTS ARE HUNG better.Redwood members shall be construction grade. 2.Welded wire fabric shall conform to ASTM A185.Furnish in fiat sheets only. s T.O.PLY FROM THE WALL 2.Sizes shown are nominal,exce t when noted as RC(Rough Cut the are full dimensions. 3.Concrete protection for reinforcement: SEE PLAN �it�L►-- T.O.WALL P ( 9 ) Y _ W I 2x6 WALL PLYWOOD SHEATHING Cast against and permanently exposed to earth.......3 in. SEE PLAN 3.All wood members attached to concrete or masonry shall be redwood or pressure treated lumber. Exposed to earth or weather............. #6-#18 bar........2 in. III (SEE EGENRAL NOTES) #3-#5 bar......1 1/2 in. w 4.Block all joists and rafters per the I.R.C. Not exposed to earth or weather...... slabs&walls.....3/4 in. ''. to_ 1/2"0 x 10"A.B. beams 8 cols....1 1/2 in. � 5/8"0 x 10"A.B. (�4'-0"O.C.,TVP. B.FASTENERS AND CONNECTORS @ 4,0"O.C.,TYP. Altercate fasteners and connectors to those listed below,which have I.C.B.O.approval,may be used with 4.Reinforcing lap splices shall be a minimum of 36 bar diameters unless noted otherwise.Lap wire fabric TJI FLR.JSTS., T.O.WALL approval by the Engineer, reinforcement one full mesh plus 2"at sides and ends and wire together. SEE PLAN SEE PLAN 1.Connectors shown on the plans are manufactured by the Simpson Strong-Tie Company,Inc.Connectors 5.Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom 2"CLR. 10"CONCRETE WALL by other manufactures shall be deemed as equivalent if their rated capacity is equal to or greater than that bars. Typ . of the connector specified.Follow manufacturer's recommendations for installation of connectors. 6.Discontinue one-half of horizontal steel across construction/control joints. 2.All timber nailing and connections shall conform to the IRC and AITC. 1 III- III-' 7.Provide corner bars of equal size and spacing around all corners. 2x FURRING TYP. IR 3.Bolts for wood member connections shall be 3/4"diameter,ASTM A307 with a minimum 1 1/2"washer #5 @ 12"O.C.VERT at each end(unless noted otherwise). 8.Provide 2-#5 bars with a minimum of 2'-0"projection beyond the sides of all openings enin s in walls,beams and slabs.Provide 1-#5 x 4'-0"diagonally at all re-entrant corners of slabs. #5 VERT @ 1.-4" 04 0 4.Self-drilling fasteners for the attachment to structural steel shall be'Teks"fasteners as manufactured by Buildex. 9.Provide accessories necessary to properly support reinforcing at the positions shown on the plans. #4x L@ 1'-4"VERT. 1 #4 HORIZ.@ 1'-4"MAX..-- 12" C.PLYWOOD SHEATHING 10.Reinforcing spacings are maximum on center and all reinforcing is continuous,unless noted otherwise. TWO MATTS , #5x°'L 12" iN Plywood sheathing for roofs,floors and exterior shear walls shall be APA Grade-Trademarked C-D,Exposure C.SLABS 12" 1,unless otherwise noted. 1/4"EXP.JT.MAT'L. MATCH VERT STEEL 1.Provide control joints at 12'-0"max.spacing ores shown on the plans. T.O.SLAB #4 HORIZ.@ 1'-6"MAX. 1.Roof Diaphragms(240 elf)shall be 3/4",APA rated sheathing,40/20 place with 8'-0"dimension 1 span. gg plywood at edges 2.Provide minimum 4"compacted gravel underfloor slab on SEE PLAN 2af5 CONT.TOP 8 BOTT. With111 8d nails perpendicular to ihe'oi a rafter tetruss End joists shall be staggered.Attach plgrade.The material shall consist of minus d a 1/4"EXP.JT.MATL. with 8d nails at 6"O.C.and at intermediate supports with 8d nails at 12"O.C. 2-inch aggregate w/less than 50%passing the No.4 sieve and less than 2%passing the No.200 sieve. //jp(///////a ? 8"CONC.WALL 2.Floor Diaphragms(380 plf)shall be 3/4",APA rated Sturd 2" l-I-Floor,16 O.C.place with 8'-0"dimension FOUNDATION: T.FTNG. s RIGID INSULATION _ ®� perpendicular to the joist span.End joints shall be staggered.Attach plywood with APA glue and at edges A.GENERAL The foundation design was based on soils investigation by HP Kumar Geotechncial,Inc.Job 25 PSI MIN. SEE PLAN nail with 8d nails at 6"O.C.and at intermediate supports with Bd nails at 10"O.C.Sheathing shall be T&G. No.17-7-406,dated June 29,2017. GRAVEL1111AmE T.O.SLAB Maximum allowable bearing pressure- 2,500 psf - SEE PLAN . '• ' 2-#5 CONT.TOP&BOTT. 3.Shear Wall Diaphragms(180 p#,380 elf wind)shall be 1/2",APA rated sheathing,24/0 with 8"-0" Lateral soil pressure - Active 45 pcf </// G dimension vertical.End joints shall be staggered.Studs shall be 16"O.C.Attach plywood at edges with - Passive 400 pct 10d nails at 4"O.C.and at intermediate supports with 8d nails at 6"O.C.Sheath all exterior walls full h' e T.O.FTNG. Auk height with 1/2"plywood.At all corners,min.4'-0"each direction,block plywood edges and nail as noted B.EXCAVATION #5 CONT.REINFORCING 0 l'i I IIIM SEE PLAN above. 1.Contractor shall provide all necessary sheeting,shoring and bracing where required to properly and safely w complete the work. SLAB WIDTH REINFORCING SEE PLAN D.GLUE LAMINATED BEAMS Laminated member shall be designed and fabricated in accordance with"The 2'-0" (2)-#5 .. Standard Specifications for the Design and Fabrication of Structural Glue Laminated Lumber"published by the 2.Avoid excessive wetting or drying of the foundation excavation during construction.Keep excavations 4' " (4)-#5 \ AITC and the appropriate Lumber Producers'Association. reasonably free of water at all time and completely free of water during placement of concrete. rn u 1.Use exterior glue for all exposed laminated members. C.BEARING REQUIREMENTS 1 245 CONT. 1.Footings shall bear on natural undisturbed soil below the frost depth required by the applicable building SEE PLAN 2.All members exposed to weather shall receive one coat of end sealer at trimmed ends.Seal all code.Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of exposed surfaces with sealer coat as soon as practical after erection. the engineer. 3.Appearance grade shall be in accordance with the architectural drawings. 2.Building shall be founded on continuous concrete spread footings placed on undisturbed natural soil. 2x8 WALL 4.If beam is cantilevered and the cantilever is greater than one-third of the back span,install beam D.GENERAL REQUIREMENTS PLYWOOD SHEATHING,TYP. "TOP"down. 1.Center foundations under columns and walls unless noted otherwise. SEE GENERAL NOTES 5.Allowable unit stresses for dry conditions of use required shall be as follows: 2.Provide foundation ventilation in crawl space areas as required by the I.R.C.. }p /�/� Details Members stressed principally in bending such as beams&girders(AITC 24F-V4)unless otherwise 1/2"EXP.J7.MA7'L. 1/2"0 x 10"A.B. General Notes and D�iKIIIS noted on drawings. 3.BackNl on walls with fill on both sides shall be compacted in equal lifts each side of wall.Walls backfilled fO Fbbers s psi Fv=165 psi Fomprp)=650 pat tension such psi on one side only shall have all supporting slabs,permanent framing or temporary bracing in place prior to @ 4'-0"O.C.,TYP. Members stressed principally in compression or tension such as columns&truss members(AITC placement of the hall have (unless noted otherwise permanent plans). 5"CONC.SLAB 24F-V8)Unless otherwise noted on drawings. SEE PLAN T.O.WALL Fc(parallel)=1650 psi E=1.6E6 psi \ s Smallwood House MASONRY: .4' 2, SEE PLAN E n T.O.SLAB M MICRO-LAM BEAMS V Micro-laminated members shall be designed and fabricated in accordance with the"National Research Board" A.CONCRETE MASONRY UNITS(CMUs) SEE PLAN \ and the"National Design Specifications for Wood". .51/4 II Aspen,CO 1.All CMUs shall conform to ASTM C90. _ _ 1.Allowable unit stresses for dry conditions of use required shall be as follows: k / Top Wall Fb=2600 psi Fv=285 psi Fc(perp)= 750 psi E=1.8E6 psi 2.CMUs used below grade and all exterior walls shall be Grade"N",Type I and interior concrete masonry ,o _ See Plan \ 2af5 x 4'-0" I units not exposed to weather or earth may be Grade"N"or Grade"S",Type I. RECEIVED 2.Install micro-laminated members in accordance with the manufacturer's recommendation. 3.All masonry shall attain 1,500 psi compressive strength(I'm in 28 days.Special inspection not required. JOB NUMBER 9 ) YCONCRETE WALL ?• 't• 1718 REVISIONS 3.Holes,cuts,or notches not previously approved by the engineer or the manufacturer shall not be made. , WIDTH VARIES 2'-0"Lap 'o, s • 7 Vy B.GROUT _________.. -7 See Flan DATE 3/29/2018 1.All mortar for exterior walls and interior bearing walls shall conform to ASTM C270,TTop Ftng. 4.Micro-laminated lumber is marked on the drawings as"ML"and shall be 1 3/4"wide,unless noted9 Type S. - z_ 1'-0" 2/28/18 PERMIT #4 HORIZ.@ 1,6"MAX. See PlanliMil otherwise. ASPEN 2.Grout for masonry bond beams and pilasters shall be made with stone aggregate and shall attain 3,000 - �' w . uI `'b, _ BUILDING DEPARTMENT F.FABRICATED WOOD JOISTS(I-Series) psi compressive strength in 28 days. 2af5 CONT.TOP&BOTT. I-series fabricated joists with structural wood flanges and plywood webs called for on the drawings(TJI/210, DRAWN BY TJI/360,TJI/560 are as manufactured b the True-Joist Corp.. oists b other manufacturers may be used 3.Grout lifts shall not exceed 4'-0"unless clean outs are provided.If cleanouts are provided then grout lifts L �� ® HLB Y P Y Y #4x @ 1.-4.'VERT. 2-#5 TOP Finq. if the depth and deflection is equal to or less than that of the joist specified for the particular span and shall not exceed 8'-0". \ e T.O.FTNG. I see clan spacing and when authorized by the Architect/Engineer. 12" SEE PLAN _ CHECKED BY C.REINFORCING 245 1.Fabricated wood joists shall be in accordance with the manufacturer's recommendations. .+ o 1.Reinforcing bars shall conform to ASTM A615-76a,Grade 60. i 2.Supply all plates,blocking,bridging,bracing,stiffeners and other related items as recommended by the e\ - ' 1',0" iS0" manufacturer. 2.Horizontal reinforcing shall be#5 at 48"plus joint reinforcement(standard truss type)spaced at 16"on - c. center except as noted.A bond beam shall be installed at floor levels,roof levels and top of parapet walls. d SHEET NUMBER Horizontal reinforcement to be placed in bond beam units,grouted solid.Vertical reinforcing as shown on plans 245 CONT. shall extend full height of the wall in grouted cells,U.N.O. Typical Wall&Footing Step SEE PLAN w •O O 3.Provide 1-#5 in grouted cell at all corners,ends of walls,each side of openings and both sides of control J' XX joints. 2 5 0 0 8d @ 4"O.C.,STAGGER y 11/7 11/4" ° Silver Town Structures 4 1/2" STEEL COLUMN,SEE PLAN 0 307 Aspen Airport Business Center 0 1/2"0 EXP.BOLTS BEARING Aspen,CO 81611 @ 32"O.C. �==== 1/4�� PLATE:1/2"x 10"x FLANGE 0 (970)300-1003 0 (4"EMBEDMENT) WIDTH W/4-BE BOLTS. 2x WALL11! (PLATE MAY BE WELDED TO 4"CONC.SLAB 3/8"PL @ END ,a—W BEAM f .Px FLANGE BEAM IN LIEU OF BOLTS) 0 0 SEE PLAN OF BEAM - LIE v THICKNESS FASTENER 3" M T.O.SLAB 9/64"0 P.A.F. SEE PLAN UP TO 5/16" M SIIDE,EMA RCHP LBEAMWEB .`'p0 ICfiri� @4"O.C.STAGGERED Q•1.•F - 1 1/2"HIGH Mil 5/8"0 I 5/16" @ 2'-6"I/O'C.STOAGGERED r'a B•Ts q�q',f�" GREATER THAN THICKNESS ,,,g•F' U "'- STRENGTH (2)-5/8"0 x 5"EMBEDMENT @2'-6"O.C.THRU-BOLTS rn �C'0.4 O� m GROUT A307 EXP.BOLT _ h 4425 / PACKOUT TO BE CONT.SOLID ALIGN WOOD W/ SAWN OR BUILT-UP WOOD EDGE OF FLANGE STEEL BEAM, =-9•, 4= (2)-#5 CONTINUOUS SEE PLAN (ALTERNATE PACKOUTS SHOWN SEE PLAN -�� "••L 6,.... " ADD 2-#5 VERT. EACH SIDE OF BEAM) ""'F; ciiiiLEa•^ 1 6 11 16 STEEL COLUMN 4 1/2" BEARING 1/4"EXP.JT.MATL. 3" 112" PL 3/4"x10"x10" 2x NAILER LVL BEAM, 3/16 W/4-3/4"0 A.B. WRAP END OF BEAM I ��LVL BEAM i SEE PLAN T.O.BEAM op WITH BITUTHANE AND F�I//1 �' SEE PLAN 1 1/2"NON-SHRINK GROUT FLASHING I V F1 W BEAM, - T.O.SLAB _ SEE PLAN SEE PLAN 3/8"STIFFENER PL, T.O.FTNG. _I®� llir 1 1/2"WOOD PLATE CNTRD.ON U-BUCKET SEE PLAN A wIll w Q 12 1/4 • '� v,V PL 3/8 m ADD 1-#5 VERT. 3/4"0 BOLT K SEE PLANMill BEAR ON BELOW O UNDISTURBED PL1/4x SOIL. u SEE PLAN FOR REINFORCIN SEE PLAN STEE COLUMN(SEE PLAN) ANCHORAGE PER DETAIL TYPICAL HANGER 7 2 5/55.3 (SEE PLAN) 1 11/2" :AA CLR �I '�� TREATED 2%PLATE W/I..t\ O.PIER1!�Ri� _-�• 1/2"0 A 8 @ 48"O C FLOOR JOIST TJI HEADER or JOISTSTEEL BEAM, LI TREATED WOOS a4 V(SEE PLAN) l ® MINIMUM STOTAL (SEE PLAN) SEE PLAN COLUMNCONCRETE PIERad (SEEPLAN)L4x4x3/16 w/ / STIFFENER PLATE EACH 1/2"0 EXP.BOLTS - 1/4 SIDE,MATCH BEAM WEB T.O.SLAB o- THICKNESS SEE PLAN T.O.FTNG (6)-lf4 VERT(SEE - - WEB STIFFENER EACH SIDE. SECTION ABOVE) USE 3-8d NAILS EACH SIDE SEE PLAN #3 TIES @ 12"O.C. a - CLINCHED. w - - A A 1/4 PLATE:1/2"W/2-3/4"0 BOLTS. Va 1 " I (PLATE MAY BE WELDED 13 BEAM IN LIEU OF OLLTS)TO SEE PLAN ,A BEAR ON Qd, STEEL COLUMN, U UNDISTURBED - .+ SEE PLAN SOIL. SEE PLAN FOR REINFORCINGI, i - SEE PLAN L., 5" LVL BEAM 3 8 11/2" r, ,. 18 3/4"0 BOLTS 1._u 1/4" CONC.SLAB 2x WALL W/TREATED PLATE o 6 SEE PLAN PROVIDE 1/2"0 x 10"A.B. m @ 32"O.C.AT THE c N ELEVATOR PERIMETER. TMP' 1/4 T.O.SLAB AL in SEE PLAN T.O.WAA ;E T.O.SLAB 3x3"SPACES �EE PLALN)— — — — — • — — (SEE PLAN) 1/411, PL 1/4"U"SADDLE y STEEL COLUMN, PLAN -- SEE 8 WM #4 VERT @16"O.C. L L SID/2"E OFSUPPO 10"ICF CONCRETE WALL O.FOOTING EA.SIDE OF SUPPORTED BEAM 3/4"BOLTS,EA.SIDE FOR REINF.SEE 2/S5.1 (SEE PLAN) 12" 14 — SEE TABLE COORDINATE FOOTING 7'iiiIM ► 4 NO.OF ELEVATION WITH ELEVATOR A325 BOLTS ANGLE MFGR �' PVC OR SIMILAR WATERSTOP AT BEAM SIZE (EA.SIDE) ANGLE LENGTH THICKNESS ELEVATOR WALL PERIMETER TAT.„----STEEL COLUMN, & m SEE PLAN W8 W10 2 51/2 1/4" LVL BM., W12&W14 3 81/2 1/4" 3 1/2" SEE PLAN W16 4 111/2 3/8" Construction Details 4 9 Ij ir11/2" 19 C" T.O.WOOD BM. SEE PLAN Smallwood House y/ o \ \ STEEL COLUMN \" 2/3 BM.HT. Aspen,CO (SEE PLAN) STEEL COLUMN ////// W-BEAM UTLOOKER(SEE PLAN) CONTINUOUS REINFORCING / \� \ PROVIDE ALL BLOCKING (SEE PLAN) (SEE PLAN) v / N (SEE PLAN) SHOWN 1/4 /I JOB NUMBER RECEIVED I ���� T.O.PLV DATES idol REVI53/29/2018 IL� SHEATHING PER 3/4"0 BOLTS T.O.SLAB I�sw I —'—it-- "— 2/28/18 PERMIT . T.O.SLAB I GENERAL NOTES - T.O.STEEL (SEE PLAN) ASPEN (SEE PLAN) in \ _ icillb — PL 1/4 x H BUILDING DEPARTMENT m (SEE PLAN) (SEE PLAN) T.O.LVL BM.WIDTH —....— DRAWN BY \ ►�' PL 3/8 // +1/8" (SEE PLAN) HLB AM. I� RAFTER �� ).11 (SEE PLAN) WOOD INFILLL CHECKED BY F 2 x 6 NAILER W/ A O OBOLTS AS NEEDED 0.156 0 PDPA@ 16"O.C. BEAM HEIGHT (EA.SIDE) BUCKET HEIGHT SIDE ON TWO SIDES OF COLUMN LVL BEAM 91/2"-14" 2 8" JOIST HANGER AND (SEE PLAN) SHEET NUMBER WEB STIFFENER 16"-18" 3 11" (SEE PLAN) 5 10 15 201 S5.002 0 0 4Lte._----------- G Silver Town Structures° 0 307 Aspen Airport Business Center 0 Aspen,CO 81611 W-COLUMN W-BEAM CAST IN PLACE ANCHORHIGH STRENGTH GROUT 0 (970)300-1003 0 (SEE PLAN) (SEE PLAN) BOLTS MAY BEI SUBSTITUTED FOR I I 11 0 0 EXPANSION BOLTS DOUBLE ANGLE — I I I I 3/4"0 EXP BOLTS PLATE A L 31/2 x 31/2 x 1/4 x 9 w/ I I I I I 1/2"0 EXP BOLTS ALL OTHER PLATES 1, ' (2)-3/4"BOLTS a I O J L EMBED 7"MIN. @ 6"O.C.ea.LEG II, L J L� .�Q. 0 I.. vx . ELEVATION VIEW O.\a`,BRUTSgF��iP�: .+ fir' i<a:* � — 6' _ 6" — I 442 j i 9/16"0 HOLES @ 2'-6"O.C. :q.-^ �-L.,,, •' 9• fib? STAGGER TOP TO BOTTOM _-pf,-• �� 4 ���� FSS/ONALS*,. IG�1 ", irmi 1 1 1/2" 1 1/2" 8„ 10" 2 1/2" SIMPSON MSTA9 LVL BEAM(SEE PLAN) 1/4 V PL.A SAP 70'XO'-10' 1 /4 V �� LVL-OUTLOOKER EACH SIDE OF COLUMN �� Tp,pty , t! i SEE PLAN)� It ��� I I I (3)-3/4"THROUGH BOLTS RAFTER 111 I o I ,...L. 11/2"(SEE PLAN) I o I WOOD INFILL AS NEEDED w 11" .j I (SEE ARCH) ��; WOOD COLUMN PL.B 3N'x11'x O'-1T FULL DEPTH BLOCKING CONTINUOUS FROM 5 FOR 4'-0"MIN. ROOF TO CONCRETE ALIGNED WITH COLUMN (SEE PLAN) 2 ADD 2x4 DIAGONAL @ 2 x 12 WOOD NAILER w/ 4'-0"O.0 W/ 0.1450 P.A.F.@ 1'-6"O.C. INTO EACH TRUSS (6)-lad NAILS EACH END STAGGER LEFT TO RIGHT r Lpli, 1 CONTINUOUS PLYWOOD SHEATHING W/ ', ROOF(SEEBUILDUP A 2z4 AND Simpson MSTA12 @ 24"O.C.VERT. (SEE ARCH) ADDITIONAL NAILING PER GENERAL NOTES ROOF BUILDUP '(SEE ARCH) ri TRELLIS TIMBER 1. (SEE PLAN) 11" 2 x 12 WOOD NAILER w/ VULCRAFT 36LH15 0.1450 P.A.F.@ 1'-6"O.C. INTO EACH TRUSS STAGGER LEFT TO RIGHT 3 6"BEARING R ON COLUMN 2 A 1/4 2 tn J.!L ;4 C6x82COLUMN CAP - FASTENERS PER DET 10/55.2 PLYWOOD ON AT END VIEW LEAST ONE SIDE 43/4" (SEE GENERAL NOTES) Construction Details SIDE VIEW / �/ 4 Smallwood House Column designation Header or beam Column from above (See Schedule) size designation and to below — Aspen,CO Top of beam r 3-2x8 3-2 x 8 _ elevation Joist/beam hanger �T� 7j I (see schedulon e) G/II E r Roof sloe JOB NUMBER RECEIVED �ml 100'-0" A /IyTI indication DATE 3/29/2018 Column from =c, 9' 2/2S/18 PERMIT Building above &0. m • ASPEN O elevation u 2 11 7/8 ML LJ Column between BUILDING DEPARTMENT beams DRAWN BY Ridge Column from above 49 U�Joist size N O HLB continuous to below and spacing S W ptional beam to description CHECKED BY '3I Column from above • [ Bearing wall belowly on beam I:\1 / Extents of joist 3-2x8 orrafler SHEET NUMBER Joist/beam — bearing location Column to Joist/beam hanger •0 O FRAMING LEGEND below designation AHJ Stamp DESIGN CONDITIONS DUCTWORK LEGEND PIPING LEGEND GENERAL LEGEND PLAN AEEPEVIATIONS WINTER DESIGN TEMPERATURES: INDOOR: TO F DB SINGLE LINE DESCRIPTION DOUBLE LINE �� OR '4 GATE VALVE CO CARBON MONOXIDE SENSOR AAv AIR ADMITTANCE VALVE(STUDOR OR EQUAL) OUTDOOR: -IS F DB -VI--VI- OR S, CHECK VALVE C2 CARBON DIOXIDE SENSOR AFF ABOVE FINISHED FLOOR 90°ELBOW DOWN )1 I \n I) 0 OR L BALL VALVE 0HUMIDISTAT ABV ABOVE SUMMER DESIGN TEMPERATURES: INDOOR: 72 F DB OUTDOOR: 82 F DB -11 90°ELBOW UP l I BUTTERFLY VALVE OD DEHUMIDISTAT BLW BELOW 0 0 OR ICI PLUG VALVE ® NITROGEN DIOXIDE SENSOR CFM CUBIC FEET PER MINUTE(AIR QUANTITY) ELEVATION WOO FEET ) OFFSET TO CHANGE(AT 30°WHEN POSSIBLE.ELEVATION CIRCUIT SETTER WITH GPM OCCUPANT SENSOR(RE:ELECTRICAL) CLG CEILING �� N r' EffD Vl In W ARROW SLOPES DN.) GLOBE VALVE (0 ERv PUSH BUTTON CONTROLLER(LIGHTED) CO CLEANOUT ( r W WALL R-VALUE(AVG) 19(CAN) 1 W N I 6(CONT) ' OR STRAINER(Y-TYPE)WITH BLOW-DOWN • ERv PERCENT TIMER CONTROLLER(LIGHTED) CONIC CONCRETE ROUND RADIUS ELBOW + W Il OR -A-� TWO-WAY AUTOMATIC CONTROL VALVE 0 SENSOR COTG CLEAN-OUT TO GRADE4 N O)ral ul 011 '''' ROOF R-VALUE(AVG) 34(CAN) ii 15(CONT) OR S THREE-WAY AUTOMATIC DIVERTING VALVE O SNOWMELT SENSOR(TEKMAR 091/094) ION DOWN H -� 90'STRAIGHT TEE �.� OR 1p��p4_� SOLENOID VALVE STATIC PRESSURE SENSOR DMPR DAMPER 0 013 0 GLASS -VALUE(AVG) 028 ill p Gq OR YV PRESSURE REGULATOR(OR REDUCING VALVE) 0 THERMOSTAT EA EXHAUST AIR 90°CONICAL TEE CI 0 Z 0 GLASS SHADING COEFFICIENT(AVG) 0.4 ��� u- TWO-WAY MODULATING CONTROL VALVE S WALL ON/OFF CONTROL SWITCH EC ELECTRICAL CONTRACTOR V O X N A ❑M-11 THREE-WAY MODULATING MIXING VALVE ST WALL TIMER SWITCH ER/EG EXHAUST REGISTER/EXHAUST GRILLE � >' > t ELECTRICAL POWER AVAILABLE 120/1,240/I 45°BRANCH r V• Y. !NO 3 PHASE) / ��E ❑T-i THERMOSTATIC MIXING VALVE(TMVI SV VARIABLE SPEED CONTROL ETR EXISTING TO REMAIN z LL d z1,:c I� y DIFFERENTIAL PRESSURE VALVE EXH EXHAUST W 0 0 W 45'CONICAL TEE -- V ��.1 St' OR S+.- PRESSURE RELIEF VALVE AIR DEVICE FCO FLOOR CLEAN-OUT z = ( 0 SNEET INDEX �� SIZE OR SHAPE TRANSITION (1 V MANUAL AIR VENT H Y isK FD FIRE DAMPER OR FLOOR DRAIN Ig V. ( (( AUTOMATIC AIR VENT DES I N A ION ®� FPC FIRE PROTECTION CONTRACTOR W m 04 O 0 in SHEET DESCRIPTION Y VACUUM BREAKER GPM GALLONS PER MINUTE(WATER FLOW RATE) 0 W ROUND FLEXIBLE DUCT X �pp���� - 0 M000 MECHANICAL COVER SHEET I9--I OR PRESSURE GAUGE WITH GAUGE COCK SIZE(INCHES) LD SUPPLY DIFFUSER(LINEAR) 0 - N FOR STANDARD MODULE SIZE M001 MECHANICAL ZONING PLAN Q PRESSURE SENSOR NOTE: MC MECHANICAL CONTRACTOR /L 90'ELBOW DOWN • REGISTERS,SIZE GIVEN IS NECK11 yxy- p- r 171100 MECHANICAL SCHEDULES 'r PRESSURE/TEMPERATURE TEST PORT SIZE. REFER TO AIR DEVICE SCHEDULE MOD MOTOR OPERATED DAMPER )Trt �U�I (� SHEET FOR MODULE SIZE. >. Z W MI01 MECHANICAL SCHEDULES Y TEMPERATURE SENSOR OA/OSA I OUTSIDE AIR 3 90°ELBOW UP AIR QUANTITY(CFM) PE Stamp N M202 BASEMENT MECHANICAL PLAN THERMOMETER WELL p CA-COMB.AIR OED OPEN END DUCT OA-OUTSIDE AIR _ ,,,, A O DROP/RISE OFFSET TO CHANGE ELEVATION(AT 30° DROP/RISE ^^II THERMOMETER 12/6 CD-1 250 RA-RETURN AIR PC PLUMBING CONTRACTOR PNfl�I/CRllll P U M203 FIRST FLOOR MECHANICAL PLAN II-1 O N 1 l l WHERE POSSIBLE).ARROW IN DIRECTION 1,©,� EA-EXHAUST AIR S O 'yp J.Hp•;'rba ll( J J OF ALLOW.INDICATE DROP OR RISE. BTU METER(FLOW 4 TEMPERATURE DIFFERENCE) MA-MIXED AIR PR PIPE RISER i U:y G•, ( p q 2(16/iS MUA-MAKE-UP AIR % m: 1 0 M204 SECOND FLOOR MECHANICAL PLAN IIII������ (e .Q' ... M300 MECHANICAL SCHEMATICS Y FLOW METER RA RETURN AIR j 3'. % ~ ROUND RADIUS ELBOW ) RETYPSCE OHEDUF RLE SHEET ,).0. 0;•• •°••5 J O M301 MECHANICAL SCHEMATICS 4 FLOW SWITCH RR RETURN REGISTER M400 MECHANICAL SPECIFICATIONS -1 RECTANGULAR ELBOW WITH 4 AQUAS-IA? RG RETURN AIR GRILLE Illll `ONAL EG�I NOW TURNING VANES ZO M401 SEQUENCE OF OPERATIONIIK[ ligWOW OR BRAIDED TYPE FLEXIBLE PIPE CONNECTOR SA SUPPLY AIR 0W 0 RISER SPLIT BRANCH TAKE-OFF ELASTOMERIC PIPING ISOLATOR(WITH KEVLAR) S.DMPR SMOKE DAMPER 0 WITH SQUARE ELBOW 4 DESIGN l�T I O 1/E Y: IL I SPLITTER DAMPER -1 I H- PIPE UNION e.> >`-h V 1! SR I SUPPLY REGISTER(SIDEWALL OR DUCT MOUNTED) K 1T ./ SPLIT BRANCH TAKE-OFF WITH RADIUS ELBOW 4 �� QUICK CONNECT(GAS) OR HOSE BIB(WATER) SV STUDOR VENT(SIZED BY CONTRACTOR) r W dllrTl F N SPLITTER DAMPER I�1 OR 11 RADIANT OR SNOWMELT MANIFOLD WITH ACCESS DUCTING: PIPING: TYP TYPICAL w -4- oA-OUTSIDE AIR GW-CHILLED WATER In 0 BRANCH TAKE-OFF WITH 0 PIPE UP OR PIPE UP a DOWN EA-EXHAUST AIR DW-HEAT HEATING)WATER WATERC Q�I RADIUS HEEL AND DAMPER GENERAL: G-GAS TRANS TRANSITION ^ Q Z OR 0 PIPE DOWN TA TRANSFER AIR <C US-UTILITY SHAFT R-REFRIGERANT BRANCH TAKE-OFF WITH O FLOOR DRAIN SD-STORM DRAIN LINO UNLESS NOTED OTHERWISE O O Z AIR EXTRACTOR SM-SNOU.MELi 0 FLOOR SINK OD-OVE�LOW DRAIN U5 UTILITY SHAFT 1 / u.Q m Wv-WASTE 4 VENT ICI Z v VTR VENT THROUGH ROOF rl Q 0 LINED DUCTWORK HORIZONTAL CLEANOUT RISER NUMBER '� (UNLESS NOTED OTHERWISE) OR 0 FLOOR CLEAN-OUT W/ WITH _ I r 4-WAY DIRECTIONALI CEILING ROW DIFFUSER M METER W Z O M WCO WALL CLEAN-OUT . 00 ® UNLESS INDICATED OTHERWISE AIR TERMINAL UNIT XFER TRANSFER O a O Z A Q PIPING DESIGNATIONS t u 0 ROUND NECK CEILING DIFFUSER THROW O I 1� /\ ION J/ M J� W'n UNLESS INDICATED OTHERWISE - OWS/R CHILLED WATER SUPPLY/RETURN Vi 1\ EOUI PI �NT >`-!����\/I /` �N� O r SIDEWALL 5UPP7 GRILLE T CS/R CONDENSER WATER SUPPLY/RETURN V r-t ? OR REGISTER WITH HWS/R HEATING WATER SUPPLY/RETURN TERMINAL TYPE: AHU AIR HANDLING UNIT rr�^^ r_, W 0 AIR EXTRACTOR -HWS/R(HT) HEATING WATER SUPPLY/RETURN HIGH TEMP CV-CONSTANT VOLUME BOX(SERIES) v4 w q NJ !< HWS/R(LT) HEATING WATER SUPPLY/RETURN LOW TEMP FP-FAN POWERED BOX(PARALLEL) AS AIR SEPARATOR /1 a W= OR C PRESSURE CLASS < W V Vv-VARIABLE VOLUME r r^ J CJ SMS/R SNOWMELT SUPPLY/RETURN B BOILER(HOT WATER) n/ v` 2 2 I/2 2 OR STATIC PRESSURE CLASS GRANGE 2 2 I/2 2 vR-VARIABLE VOLUME w/REHEAT F•i•I (INCHES WATER COLUMN) RS 4 RL REFRIGERANT SUCTION 4 REF.LIQUID -----DCW----- DOMESTIC COLD WATER(DCW) COOLING AIR QUANTITY(CFM) CH CHILLER T 1 W DHW DHR---- DOMESTIC HOT WATER(DHW) DOMESTIC HOT WATER RECIRC(DHRI m1100�� CC COILING COIL J �/ m SUPPLY DUCT RISER X NU 540 MINIMUM AIR QUANTITY(CFM)FOR 11 W - ----- �I. VENTILATION OR HEATING. CH CABINET HEATER �� Z 0 ----DHW V -T---- DOMESTIC HOT WATER(TEMPERED) lu PRIMARY AIR VALVE SIZE W OUTDID EXHAUST OR - W WASTE CT COOLING TOWER CELL W Al OUTSIDE AIR DUCT RISER --v----- VENT "-/1 W _ GW GREASE WASTE CV CONSTANT VOLUME BOX Y= FLUPRESSURIZED WASTE - C4 m O �� CEILING \�^ IW INDIRECT WASTE/ GRILLE OR REGI TER AIR DEF DISHWASHER EXHAUST FAN Q 0 BD BUILDING DRAIN E V O D E L L E D EN EON ELECTRIC BASEBOARD HEATER 0 Q BS BUILDING SEWER �-'- DOOR GRILLE SD STORM DRAIN ECU EVAPORATIVE COOLING UNIT OD OVERFLOW DRAIN(STORM) POINT OF DISCONNECTION Q N EF EXHAUST FAN Issued For W SOD SEDIMENT 1 OIL DRAIN POINT OF NEW CONNECTION MANUAL BALANCING DAMPER G MPG NATURAL GAS MEDIUM PRESSURE NATURAL GAS a(A) ABANDON ERv ENERGY RECOVERY VENTILATOR(AIR TO AIR HX) Q No. Date Comment U iy LPG PROPANE GAS (D) DEMO 0-1ET EXPANSION TANK I II/30/Il COORDINATION 9 D DRAIN EXISTING(E) FC FAN COIL 2 2/16/IS PERMITT O Z MOTORIZED DAMPER CD CONDENSATE DRAIN (F) FUTURE FP FAN POWERED BOX F FIRE SPRINKLER 21 21 CA COMPRESSED AIR (N) NEW GF GLYCOL FEEDER N 0 SMOKE DAMPER GEO GEOEXCHANGE SOURCE (R) RELOCATEQ W 17-1° SWlS/R SOLAR WATER SUPPLY/RETURN SC HEATING COIL = (E) EXISTING U� I® FIRE DAMPER } � (UG) UNDERGROUND N > HP HEAT PUMP MECHANICAL W U PUMP S°I 5OLS Hx HEAT EXCHANGER COVER W Z I® COMBINATION FIRE AND SMOKE DAMPER H HUMIDIFIER ,FINED N N 5) F/5 F/S �y� KEF KITCHEN EXHAUST FAN 3/29/2018 IL r U -CD- INLINE WET ROTOR PUMP J W CEILING RADIATION DAMPER INLINE WET ROTOR PUMP(W/INTEGRAL CHECK) MV MIXING VALVE ASPEN Z B)Z P PUMP(SEE PIPING LEGEND FOR DETAILS) Lu BUILDING DEPARTMENT a I)w INLINE CLOSE-COUPLED PUMP j W ( RETURN/RELIEF AIR FAN �\ GRAVITY BACKDRAFT DAMPER SF RETURN/RELIEF FAN Project No. Scale: Q Z }-� Q (S DUCT MOUNTED SMOKE DETECTOR O BASE MOUNTED END SUCTION PUMP I1O82.00 N/A Q Z w v ' TEF TOILET EXHAUST FAN TMv THERMOSTATIC MIXING VALVE Drawn By: Checked By: Q W Ps. J5W AIR W / / US UNIT HEATER W \ / CEILING ACCESS PANEL \ / Z E v VV VARIABLE VOLUME BOX M00o 3 IY 0_Q In0 WALL CAP-BATH OR DRYER EXHAUST vR VARIABLE VOLUME BOX W/REHEAT 0 W u WITH INTEGRAL BACKDRAFT DAMPER WI-1 WATER HEATER Q 1/QU AHJ Stamp j j r T ii I ,b 3 ,H-G,N 3 LOSET i�� - -5- I ❑ ❑ 1_ -�I '�= N r 04C� Ii u 6 LOSET 3 I __L C 1 ,BATHROOM 2L __ RZ-10 L-, f- -J N in Z WINDOW HM--a FC-42EDROOM 3 STAIR Y W WELL • L �, I '�b 1 I► {/lt (� _ I� _ I� 1 I��I' _ ri ; H 031 A • zW Lii zrg W - 1 -�-- --- -, GPRAGE OWNER'S , IP r�---- 1 —' RZ 3 STORAGE �. _ HM-3a T� I I / - L_ PE Stamp fl OI • / I Lek J -b, — I WINDOW 0 L - - 1 ---- —0 — ROOF DECK / le 3•116 m♦. r� 0 W � 16 � / 0� WELL I�,a RZ-a ©� ]110 .,•fie _el 0 y W w I MASTER 'm' I� 1 I■ T J f----l 111`,TONAL t''G I m Q BEDROOM I►' IV PLANTER m 0 •= h. - o 0 OWm FIRST FLOOR J SECOND FLOOR A vs" = I_O ® vs" = I_0 O p 5Z I I ---J--____ THERMOSTAT SCHEDULE w =N I I i I CLOSET 4 r� �~ I I - THERMOSTAT di - — AREA SERVED HEAT I HEAT 2 COOL I Z I L____� RZ-2L____� -- �� TAG 1 O W Q FG-Ib T2 E O U ,J w -I BEDROOM 4 — �7I TI FLAY ROOM,HALL I,OWNER'S STORAGE RZ-1 FC-la FC-la W N WWEooW — III V 1 — T2 BEDROOM 4 RZ-2 FC-Ib FC-Ib O ' �j T L �l -- ---'P I T3 BATH 5 EHM-la -- -- 4-+ m 0 AIR �� � T4 BATH 4 EHM-2a sb � w a m 1 I I _ T5 GARAGE,OWNER'S STORAGE RZ-3 l � S FNM-la IIII 'T T6 MUDROOM,HALL 3,LAUNDRY,POWDER RZ-4 FC-2a FC-2a ^ Frye I�� EHM-2b vlLEvnrR H I T1 OFFICE RZ-5 ( V./ w ry T8 DINING ROOM,KITCHEN RZ-S FC-2b FC-2b 1--Itr- �,—_— EHM-Ib T9 LIVING ROOM RZ-1 FC-3 FC-3 w ff TIO MASTER BEDROOM,MASTER HALL RZ-8 FC-4a FC-4a i , i o HALLWAY 1 r� F W / TII MASTER BATH,MASTER CLOSET EHM-3a4b -- -- >= pT I TI2 BEDROOM 2 RZ-9 FC-4b FC-4b CA a)0 1EHM-la I TI3 BATH 2,CLOSET 2 EHM-4a 4b -- -- >a 'BATH 5 MEwnwcRL I T14 BEDROOM 3,CLOSET 3,HALL 2 RZ-10 FC-4c FC-4c �R', ,�-I RODM TI5 BATH 3 EHM-5a 4b Q 1 — I TI(o STORAGE RZ-II FC-4d FG-4d [added For w tL L i TIC• UTILITY ROOM -- -- SF-I No. Date Comment cy ____ 'LINE VOLTAGE THERMOSTAT PROVIDED BY MECHANICAL CONTRACTOR,WIRED BY ELECTRICAL CONTRACTOR I II/30/I1 COORDINATION 9 L I 2 2/16/IS PERMIT 1-Z STORAGE 0 OWNER'S SHEET LEGEND PLAY ROOM I Z O RZ-I EF-2 Q m WINDOW J FG-Id W r — — CRAWL SPACE O I— MECHANICAL us U1u �mD - H D DEHUMIDISTAT AIR ZONE ZONING `,A' >R' REcEIVED UTILITY ROOM TJ — — r� e _I HUMIDISTAT OS OCCUPANCY SENSOR r 3/29/2018 fr r IY ® PUSH BUTTON CONTROL WITH DELAY OFF II I RADIANT ///�PEN Z N Z FLOOR ZONE u� PT PERCENT TIMER CONTROL `-J --- DEPARTMENT Ir Z X RZ RADIANT ZONE NORTH >w W' 0SLAB TEMPERATURE SENSOR j SNOWMELT ZONE•I Project No. Scale: o IY Z Q 11082.00 I/811 = I'-0" 0 O SA SNOWMELT AREA Z C Drawn By: Checked By: z 0 0SNOW/ICE SENSOR(TEKMAR 091/094) JSW JDR m Z i 0THERMOSTAT/WALL SENSOR Z Z 0_ SA N ST WALL TIMER SWITCH M001 U m 0 I/8" = I'-0" O >_o 0 Q I@ /� /' /' ACCESSORIES AHJ Stamp FAN COILS (DX COOL INS I-FLEXIBLE CANVAS DUCT TAN TONS 5-RIGHTOT HAND ACCESS 2-SUPPORT FROM METAL STAND WITH NEOPRENE ISOLATORS 6-NOT USED 3-SUPPORT FROM FLOOR WITH NEOPRENE ISOLATORS 1-NOT USED 4-LEFT HAND ACCESS 8-NOT USED MARK CFM 0.A. E.S.P.(IN W,C.) HYDRONIC HEATING COIL DX COOLING COIL ELECT. FLUID MANUFACTURER CONFIG. AIR ACCESSORIES SERVES CFM 3 S.L. 40 8000' COIL TMBH EWT°F EAT/LAT GPM PDFT COIL SMBH TMBH EAT/LAT VOLT. H.P. PH. 4 MODEL NO. FILTER I 2 3 4 5 6 1 8 HTG: 30% PG CARRIER A:PLAY ROOM,HALL I,BATH 5, FC-1 1100 (VIA ERV-I) 0,15 0.56 2-ROW 20 140 10/92 I Oh 3-Row 19 19 12/50 115 0.15 I CLG: R-410a 42BVE 12 VERT. MERV 13 I 2 4 O B R Ro 4,STORAGE 110 CFM)4(290 CFM) HTG: 30% PG CARRIER A:MUD,LAUNDRY,HALL 3,POWDER, CH FC-2 1100 0 0.15 0.56 2-ROW 26 140 10/89 3 02 3-ROW 29 29 12/50 230 1 1 HORIZ. MERV I3 I 2 5 OFFICE(660 CFM) 0H CLG: R-410a 395H 05 B:DINING ROOM,KITCHEN(1020 CFM) L( W FG-3 HTO: 30% PCs CARRIER LIVING ROOM,KITCHEN MAKE-UP AIR 04 0 w r Z 1100 1200 0.15 0.56 4-ROW 121 160 6/55 1 1.6 3-ROW 29 29 12/50 230 1 1 HORIZ. MERV 13 I 2 4 N _(MUA) CLG: R-410a 395H 05 in HTG: 30% PG CARRIER A:MASTER SUITE(840 CFM) LLV CO w FC-4 2200 150 0,15 0.56 2-ROW 43 140 10/94 3 1.0 3-ROW 35 38 12/50 230 1.5 1 VERT. MERV 13 I 2 5 B:BEDROOM 2,BATH 2(420 CFM) LLV (VIA ERV-U CLG: R-410a 42BVE 20 C:BEDROOM 3,BATH 3,HALL 2(640 CFM) ral ^ ti D:SECOND FLOOR STORAGE(300 CFM) • NOTE:CONTRACTOR SHALL COORDINATE COIL HAND ARRANGEMENT PRIOR TO ORDERING FAN COILS(LEFT HAND VERSUS RIGHT HAND ACCESS LOOKING DOWNSTREAM)(SEE ALSO MECHANICAL FLOOR PLANS) 0 _ O 13 0 EQUALS:CARRIER,TRANE,YORE,ENVIRO-TEC,McQUAY,IEC. d) U f CONDENSING UNITS CI o o 4 � X � MARK SERVES NOMINAL CLG STAGES SATURATED OUTDOOR NOM. REFRIG. ELECTRICAL MANUFACTURER HOT GAS ACCESSORIES z 4 Q LL d CAPACITY(TONS) SUCTION TEMP(P) TEMP('F) SEER VOLT/PHASE MCA MOCP 4 MODEL NO. BYPASS p� , ( , w LLI GU-1 FG- FAN COIL 2 2 42 90 11 R-410a 230/1 14,5 20 CARRIER NO CRANKCASE HEALOW AMIENT TRATION TO O'F,ER,EVAPORATOR FREE EOH ESTART ASSIST CAPACITOR ANDRMOSTAT,HARD SHUT-OFFT RELAY, z = 00 24AC151 24 LOW-AMBIENT rx.CSSURE SWITCH,SUPPORT FEET,WINTER START CONTROL '0 r FC-2 FAN COIL CARRIER LOU)AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, W � O I I 0 CU-2 3 2 42 90 11 R-410a 230/1 19.5 35 NO CRANKCASE HEATER,EVAPORATOR FREEZE THERMOSTAT,HARD SHUT-OFF TXV, Ca 24ACB1 36 LOW-AMBIENT rx.CSSURE SWITCH,SUPPORT FEET,WINTER START CONTROL 0 W f 9 FC-3 FAN COIL CARRIER LOW AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, a CU-3 3 I 42 90 13 R-410a 230/I 19.0 30 24ACB3 36 NO LOW-AMBIIENT PRESSUEVAPORATOR E SWIITCN SUUPPORTFEET,WINTERSTARTTDCOONTROOL�TxV, -3 Ili FC-4 FAN COIL CARRIER LOW AMBIENT OPERATION TO 0°F,COMPRESSOR START ASSIST CAPACITOR AND RELAY, ) p- I GU-4 4 2 42 90 11 R-410a 230/I 21.5 40 24ACB1 45 NO CRANKCASE HEATER,EVAPORATOR FREEZE LOW-AMBIENT PRESSURE SWITCH,SUPPORT FEET,WINTER START CONTROL RMOSTAT,HARD SHUT-OFF TxV, 67 Z LI EQUALS:CARRIER TRANE,YORK,LENNOX. — p 3 PE Stamp -j N r00,90 1.OFN'4i m O AIR DEVICES FANS 4 ERVS 47H SFI, v i U:y OG' O)I 0 AT 2/16/18 CA . 0 0 SYM, USE MANUF, FRAME MODULE NECK FINISH ACC, REMARKS FAN ¢ 3 4 MODEL TYPE SIZE SIZE SYM, DESCRIPTION CFM Sp g SL W/A/HP VOLT SORES MANUFACTURERd MODEL NO. c(�Q0 QQO¢ O,O�� ��¢Ov ,,r/19�•'' .••'•�'��1 H 0 J (/ O 11F .. G` W 0 EXHAUST TITUS TYPE 4 RE: RE: BY AG-35B OBD WALL/CEILING O U 'q,8`o`aLE= z w EG-I SPRING LATCH U GRILLE CT-PP-0 1/4'BORDER PLANS PLANS ARCH FOR 3 WIDTH, o BATH PANASONIC RETURN TITUS TYPE 4 RE: RE: BY WALL/CEILING EF-1 EXHAUST 62 0.25" 15 W 115/1 0.5 FV-08VQ5 A 1 A I .00 RCS- 1/4"BORDER PLANS PLANS ARCH -- SPRING LATCH - O W GRILLE CT-PP-0 CRAWL SPACE PANASONIC Ir SUPPLY TITUS TYPE 4 RE: RE: BY WALL/CEILING EF-2 36 0,25" 12 W 120/1 0.5 A 1 A I AG-35B OBD EXHAUSTFV-05VQ5 r w GRILLE CT-PP-0 1/4"BORDER PLANS PLANS ARCH FOR 3 AG-35B OBD WIDTHS SPRING LATCH GARAGE PANASONIG I�1 m SUPPLY TITUS TYPE 6 RE: RE: BY FLOOR EF-3 EXHAUST 251 0.25" 62 W 115/1 2.0 FV-30VQ3 A I A I m 0 Q Q_2 FOR 3 WIDTHS REMOVABLE CORE MEGH ROOM FANTECH F-I GRILLE CT-PP-0 NO FLANGE PLANS PLANS ARCH TRANSFER TITUS TYPE 4 RE: RE: BY WALL/CEILING SF-I SUPPLY 132 0,6" 62 W 115/1 -- FR 140 B 3 D I Q TO-1 --GRILLE1/4"BORDER PLANS PLANS ARCH SPRING LATCH O O ?z CT-PP-0 ENERGY RECOVERY RENEWAIRE EXTERIOR RUSKIN RE: RE: BAKED a'DEEP ERv-I VENTILATOR 300 0.5" 311 W 20/I B 3 B I 1-�I r 1 3/a" EV 300 z LV-I STANDARD DRAWABLE BLADES LOUVER ELF315DX PLANS PLANS ENAMEL BIRDscREEN 1`^1 a o DAMPER: SUPPORT: DUCT CONNECTION: CONTROL: Z. F N GRD EQUALS:TITUS,KRUGER,PRICE. A. INTEGRAL GRAVITY I. RIGID SUPPORT A. RIGID 1. RE:SEQUENCE 4 r LOUVER EQUALS:RUSKIN,GREENHECK,AMERICAN WARMING,NCA. BACKDRAFT DAMPER 2. HANG UNIT WITH NEOPRENE B. FLEX DUCT : u B. EXTERNAL GRAVITY ISOLATORS C. FLEXIBLE CANVAS DUCT . 00 K N in 7 HUMIDIFIERS D SCHBACKDEC A FDAN ER 3. HANG ISOLA WITH TORS D. FA TECH RING CONNECTORS FC CLAMPS O a O Z C. MOTORIZED DAMPER w D. NONE O IL w SYM. DESCRIPTION CAPACITY ELECTRIC MANUF,4 MODEL REMARKS EQUALS:GREENHECK,LOREN COOK,SOLER 4 PALAU,TWIN CITY,FANTECH,RENEWAIRE,VENMAR,PANASONIC. <1 Z Y 0 r r^� � 10 LBS/HRAIR PROVING SWITCH,WALL MOUNT v, n,W r H-I HUMIDIFIER 230/T 3.8 KW NORTEC HUMIDISTAT,STEAM DISTRIBUTION w= (FC-I) RH DUCT TUBE,OUTDOOR AIR RESET ELECTRIC DUCT SEATERS I. 1 C/1 , HUMIDIFIER 0 LBS/HR NORTEC AIR PROVING SWITCH,WALL MOUNT <1 T 1 11 H-2 230/T 3,8 KW HUMIDISTAT,STEAM DISTRIBUTION AIR SIDE IJ W, (FC-4) RH DUCT TUBE,OUTDOOR AIR RESET MARK SERVES ELECTRICAL MOH MANUFACTURER w IY EAT LAT FLOW DUCT VEL. 4 MODEL NO. �P' w EQUALS:NORTEC,GENERAL AIRE,NEPTRONICS,APRIL AIRE,DRI-STEEM, (°F) (°F) (CR-I) (W/H) (FF'M) Q r� Z in IY EDH-I ERV-11 20/I 68 41 10 300 8/8 664 MARKEL Ir-1 _ SECTION 403.3.2.1 (ORD. 40) EALANCED VENTILATION CALCULATION 2 KW 120-I-HF-2KW-SW-8H REMARKS C/� W O I-SINGLE PHASE SCR CONTROL,DIFFERENTIAL PRESSURE FAN INTERLOCK,DOOR INTERLOCK DISCONNECT SWITCH, �/ Q Q ((0.01 *6636 SF)+[7.5*(4 BR's+1)])*0.75=78 CFM (ERV-1 PROVIDES 300 CFM) EQUALS:MARKEL,BERKO,MARLEY,TPI,INDEECO,THERMOLEC, 0 a 51 a Issued For Z H 0 No. Date CommentLlj U 1 11/30/1 COORDINATION 9 9 2 2/16/IS PERMIT ,1-Q 0 ZO 2 L z U0 aw 11 MECHANICAL w 32 SCHEDU 1-11w RECEIVED N z 3/29/2018 01 H ASPEN z N z BUILDING DEPARTMENT 0 T z Q wW a 0X Project No, Scale: w Z Q 11082.00 N/A 0 z Drawn By: Checked By: 0 i 0 J5W JDR W o Zz0I i IT-1 M 100 Quo AHJ Stamp pL I-HIGH ALTITUDE KIT ACCESSORIES ELECTRIC NEAT MATS BOILERS 4-30%PROPYLENE GLYCOL 2-ASME RATED(k-STAMP) 5-NOT USED 3-CONCENTRIC VENT KIT 6-NOT USED _ _ SYM. DESCRIPTION CAPACITY ELECTRIC MANUF.A MODEL REMARKS SYM. TYPE S,L.INPUT ALT OUTPUT FUEL DELTA Q� ELEC. MANUFACTURER EFF. ACCESSORIES MIEN MBH T , AMODEL ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR FLOOR SENSOR 4 WALL MOUNTED( WALL MOUNT NAT. <9 120/1 LOCHINVAR 1,2,3,4 EHM-la (BATH 5) 134 SF ESTIMATED 230/I, 1608 W MATS UL HEAT SILGLISTED FOR WET LOCATIONS NATURE THERMOSTAT, 8-I 4 2 STCONDENSINGEL 255 205 GAS 30 1,5 A WHN-286 AINLESS 95% ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR EQUALS:BUDERUS,BURNHAM,LOCHINVAR,TRIANGLE TUBE,WEIL-MGLAIN. E1-1M-1b 21 SF ESTIMATED 230/I,252 W ELECTRIC HEAT 0H I cA 1(BATH 5 SHOWER) MATS Il Si ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR FLOOR SENSOR 4 WALL MOUNTED 114 EHM-2a 116 SF ESTIMATED 230/I, 1392 W ELECTRIC HEAT SIGNATURE THERMOSTAT, WATER NE /\TERS w C r Z (BATH 4) MATS UL LISTED FOR WET LOCATIONS, t N .0 ., ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR y - '71- di EHM-2b 21 SF ESTIMATED 230/I,252 W ELECTRIC HEAT SYM, DESCRIPTION STORAGE RECOVERY DOMESTIC BOILER MANUF.4 MODEL REMARKS LAW CO EL (BATH 4 SHOWER) MATS (GALS) (GPH) CONDITIONS CONDITIONS ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR FLOOR SENSOR 4 WALL MOUNTED N EHM-3a 255 SF ESTIMATED 230/I,3080 W ELECTRIC HEAT SIGNATURE THERMOSTAT, 0 O 0 (MASTER BATH) MATS UL LISTED FOR WET LOCATIONS, INDIRECT-FIRED 100 DEG RISE ISO DEG LOCHINVAR cD U r ILT 14 GPM ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR RELAYS AS REQUIRED UJ-'-1 4 2 DOM,HEATING 52 266 140 F EWT 5,1 FT.P.D. SITOSO O 4 Z 0 EHM-3b 45 SF ESTIMATED 230/I,540 W ELECTRIC HEATCI (MASTER SHOWER) MATS V O D ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR FLOOR SENSOR 4 WALL MOUNTED • �r > X EHM-4a 129 SF ESTIMATED 230/I,1545 W ELECTRIC HEAT SIGNATURE THERMOSTAT, t.7Y (BATH 2) MATS UL LISTED FOR WET LOCATIONS p SEPARATORS per+ Z -' LL d ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR AIR SEPARATORS oc tt W EHM-4b 25 SF ESTIMATED 230/1,300 W ELECTRIC HEAT V (BATH 2 SHOWER) "'MATS W = 4 0 ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR FLOOR SENSOR 4 WALL MOUNTED SYM, SERVES RECOMMENDED GPM PD. MANUF,4 MODEL REMARKS Z EHM-5a 41 SF ESTIMATED 230/I,492 W ELECTRIC HEAT SIGNATURE THERMOSTAT, MAX GPM (FT.) XZ ( X r (BATH 3) MATS UL LISTED FOR WET LOCATIONS . 0 ELECTRIC HEAT MAT 12 WATTS PER SF NUHEAT/PENTAIR SPIROTHERM WI \ 0 An 4 EHM-5b 25 SF ESTIMATED 230/I,300 W ELECTRIC HEAT AS-I HEATING SYSTEM 40 VARIES I [n 1t (BATH 3 SHOWER) MATS vJR-200 TM(2') @ o EQUALS:NUHEAT/PENTAIR,WATTS RADIANT,SCHLUTER. SPIROTHERM 0 - S AS-2 SNOWMELT SYSTEM 15 9 I VJR-I25 TM(I-1/4") 0 EQUALS:SPIROTHERM,TACO,BELL A GOSSETT,CALEFFI. ) ' PUMPS z 1 PE Stamp G,n w QO EXPANSION TANKS S z SYM. GPM TDH HP VOLT/PH MANUFACTURER DESCRIPTION Si� 4/O 4/ e r`0P w� Frye), N U (FT.) 4 MODEL NO. 0� he 14' 00� SYM, SERVES MOUNTING ACCEPT, TOTAL MANUF,4 MODEL REMARKS 1. AT l)//j 0 0 VOL.(GALS) VOL.(GALS) . ; -R' GRUNDFOS B-1 BOILER 'A 3 }�- P-I 15 13 6 115/I UPS 26-99 FC A 2 A FLEXCON rVo,% / ,..0 o P-2 15 13 6 115/I GRUNDFOS B-2 BOILER A 2 A ET-1 HEATING SYSTEM PIPE 6.0 5.0 HTX 90 1Nhi `,N;LEc,G s o UPS 26-99 FC FLEXCON 0 o GRUNDFOS WH-1 WATER HEATER ET-2 SNOWMELT SYSTEM PIPE 2.5 4.5 HTX 30 N 0 P-3 14 14 I/6 115/1 A 2 A 1 W( UPS 26-99 FC FLEXCON w GRUNDFOS 011-1-2 WATER HEATER ET-3 DOMESTIC SYSTEM PIPE 4.5 9.0 PH 25 0 Y P-4 14 14 1/6 115/1 A 2 A I /-w UPS 26-99 FC EQUALS:FLEXCON,AMTROL,TACO,WESSELS. j-W GRUNDFOS FC-3 FAN COIL m o P-5 1 8 1/25 115/1 (MAKE-LP AIR) A 2,6 A 1 C4 g z UPS 15-55 FC GRUNDFOS SPACE HEATING CONDENSATE NEUTRALI AT ION TANK Q W E P-6 19 22 215 W 115/1 B 5 A 1 n 0 MAGNA3 40-80 F - - GRUNDFOS Hx-I HEAT EXCHANGER SYM. SERVES MAXIMUM MAXIMUM PIPE MANUF.4 MODEL REMARKS O Q 0 '._C P-1 9 9 1/25 115/1 A 3 A I MBH GPH CONN.SIZE F4 -I Z UPS 15-55 FC - - a a GRUNDFOS SZ-1 SNOWMELT ZONE AXIOM FINISH WITH V./ l) P-8 9 23 I/6 115/1 A 3 A 1 CNT-I I HEATING SYSTEM 1,000 45 I"NPT NEUTRALIZING MEDIA .--� if UPS 26-99 FC NT-25 11 . 00 w GRUNDFOS DOMESTIC HOT WATER EQUALS:AXIOM,SCHIER Q RP-I 2 1.5 9 W 115/1 RECIRCULATION A 4 B 2 1-4 0 z UP IS-16 A PM SU/LC O CHECK VALVE: SPEED: MATERIAL: CONTROL: C.,) IL W A. INTEGRAL CHECK VALVE 1. 3-SPEED PUMP,OPERATE ON SPEED 1 A. CAST IRON 1. RE:SEQUENCE OF HEAT EXCNANOERS O Z B. EXTERNAL CHECK VALVE 2. 3-SPEED PUMP,OPERATE ON SPEED 2 B. BRONZE OPERATION A- C. NONE 3. 3-SPEED PUMP,OPERATE ON SPEED 3 2. A=AUTOMATIC 4. ON/OFF HOT SIDE COLD SIDEC4 W 5. VARIABLE SPEED VIA INTEGRAL CONTROL SYM. CAPACITY MANUFACTURER 4 n, Q r 6. VARIABLE SPEED VIA TEKMAR CONTROL (SERVES) (MBH) FLUID EWT/LWT GPM FLUID EWT/LWT Cn GPM P.D. MODEL NUMBER EQUALS:GRUNDFOS,WILO,TACO,BELL 4 GOSSETT. 11����1111 rF�,I HX-I 30% 50% TRIANGLE TUBE U w ry 122 160/130 9 3,6 90/120 9 4,6 w RADIANT ZONE SCHEDULE (SNOWMELT) PG PG TTP4-24 ,-Iz W EQUALS:AIC,ALFA LAVAL,KELVION,POLARIS,TRANTER,WCR,TRIANGLE TUBE, 14 w If MARK ROOM(5) EFFECTIVE BTU/H BTU/H GPM TUBE TOTAL #OF LOOP GPM/LOOP F.D. HEADER TUBING FLOOR W IL AREA(SF) PER SF CENTERS LENGTH LOOPS LENGTHS (FT) SIZE SIZE COVERINGS r.1 ?W RZ-I PLAY ROOM,HALL.STORAGE 1758 18800 I 2.0 9 2344 10 234 0.2 0.5 3/4" 1/2" RE:ARCH �+ �+ )-A RZ-2 BED 4 359 5100 14 0.5 9 479 2 239 0.3 I.0 3/4" 1/2" NE:ARCH STEAM C0ENERAT OR UNITS CA m 0 RZ-3 GARAGE.OWNER'S STORAGE 1022 19500 19 2.1 12 1022 5 204 0.4 1.7 3/4" 1/2" RE,ARCH Q a RZ-4 MUD.LAUNDRY.POWDER 353 5800 I 0.6 9 471 2 235 0.3 I.2 3/4" 1/2" RE,ARCH 0 Q Rz-s OFFICE 99 2100 21 0.2 6 198 I 198 0.2 0.6 3/4" Ur' RE,ARCH SYM, SERVES CAPACITY ELECTRIC MANUF.4 MODEL REMARKS K, RZ-6 DINING ROOM,KITCHEN 37S 7800 21 0.8 9 501 3 167 0.3 0.7 3/4" 1/2" RE:ARCH 0-2 RZ-7 LIVING ROOM 696 25600 37 2.7 6 1392 6 232 0.5 2.3 3/4" 1/2" RE:ARCH Q RZ-8 MASTER BED,MASTER HALL 449 6900 I 0.7 6 898 4 225 0.2 0.5 3/4" 1/2" RE:ARCH MASTER BATH 1075 CUBIC FEET 240/1,24 KW MR.STEAM (BUTLER CONTROL PACKAGE Issued For W H R2-9 BED 2 219 4000 18 0.4 9 292 2 146 0.2 0.4 3/4" 1/2" RE,ARCH SGU-I (2)ELECTRICAL (CONTROL,STEAMHEAD, 0 RZ-I 0 BED 3,HALL 2,CLOSET 540 11300 21 I.2 6 I080 5 216 0.2 0.7 3/4" 1/2" RE,ARCH CONN'S REQUIRED MS SUPER 5E AUTOFLUSH,DRIP PAN) No. Date Comment U RZ-I I SECOND FLOOR STORAGE 282 4900 17 0.5 6 564 3 185 0.2 0.3 3/4" 1/2" RE,ARCH EQUALS:MR,STEAM,THERMASOL,ROMA. I 11/30/I1 COORDINATION 9 TOTALS 6153 1 1 1 800 r 18 1 1.9 9241 43 2.3 2 2/16/IS PERMIT -4 NOTES, FLOOR COVERINGS A 0 SEE MECHANICAL ZONING PLANS FON DETAILED ZONE LAYOUTS. C=CARPET 5=STONE CONC=CONCRETE \//� \/ N N U.N.O.ZONES INCLUDE ASSOCIATED BATHS,CLOSETS E HALLS. W=WOOD T=TILE M I X I NCx Y,AL 1'E S Z 0 U Q w SYM. DESCRIPTION CAPACITY ELECTRIC MANUF,4 MODEL REMARKS I'll MECHANICAL w SNOWMELT AREA SCHEDULE SCHEDU w Lt U ZONE DESCRIPTION EFFECTIVE BTU/H BTU/H GPM TUBE TOTAL #OF LOOP GPM/LOOP P.D. TUBING MV-I MOTORIZED C 24 VAC GPM,40'P.D. TEKMAR TEKMAR 141 ACTUATING MOTOR RECEIVED -N z AREA(SF) PER SF CENTERS LENGTH LOOPS LENGTHS (FT) SIZE MIXING VALVE 111 (1") p H IS SA-I a GARAGE APRON 39 1 125 48875 3.7 9 52 1 3 1 84 1.2 5.1 5/8" 3/29/2018 r ui -iw SA-I A mu ENTRY WALKWAY 583 1 25 72875 5.5 9 777 4 204 1.4 7.0 5/8" ASPEN z z TOTALS 974 I2I750 9.3 1299 7.0 BUILDINGDEPARTMENT 9 IC J I W w Q X wW Project No. Scale: cy cy 4 Q 11082.00 N/A 0 z Drawn By: Checked By: 9 i 0 JSW JDR w z ZZ l- M101 QIo AHJ Stamp QO O OQ Q � Q Q E R O - - 1 1 H=iL- 32/4 TG-I II "m V 20/S(UNLINED,FC-4 RA) 1 XFER IHIGH)yYl l"0 DLODET�a �lll�lllll 12/3(UNLINED,TA) .'�= N 36/4 SG-I 1 (TYP OF 2) Si 200(FC-U L J L L I 28/4 TG-I XFER(LOW).ROUTE DUCTWORK IN r W TOE KICK OF BUILT-IN CABINET. 14w CA I BEDROOM 4 f '_�J Y W L WINDOW $ 6"0 ,' I I '�I� �rt Wet ~ E © WELL - .--1: n III ---II 6/6 EG-I 15 6"0(TYP OF 2) t� u TYP CO 4) 1■ W.(TYP OF 2) 7 7 7 F —CD I— ir � O \4Z A) 20/18(UNLINED, V Duiii FC-I 4 RA)UP I • ^ �. X 7T� 1' .MI 1/ SA)INIM UPII z Q I a li IP II ,"... ji 16/16 C4 RA) wittt \ ZINSTALL BACKDRAFT DAMPER INSGT❑ VERTICAL SECTION OF DUCT. Z_l11,l�� - 0 14"0 BYPASS DAMPER. RE:SEQUENCE Z X r 12/4 SG-I 90 I CONNECT TO I __ I I 20 CFC-U l 14/14(FG-I SI��I1—� I1/ FC-4 WI . m In 1 I RA) I�iilr I��II o 0 0/0 T J N INI ����I HAI WAv I/'� l"0(BALANCE TO 150 CFM) I_ k-I — — ►J1■CI I --.�■ o �� 7 - - 8/8(UNLINED,OA).WRAP WITH 2"OF DUCT WRAP. PE Stam p m _ _ (RE:SPECS) _ ",,,,,, W O 12/4 SG-I 100 j rite Ewil Ir I 4"0(PVC OR POLYPROPYLENE FLUES.4"0 PVC COMBUSTION AIR =-oPPDo tlpFNslll `�U CFC-1) IIMPB,' h,• �:, II 8/8(UNLINED,EA). SO S3i J�hp•-,4`1 iyyyy ='I PIPES.TERMINATE ABOVE ROOF WITH CONCENTRIC VENT KIT. f ,fJ G.,a I ENI I r�l■ i�u INSTALL PER MANUFACTURER'S REQUIREMENTS(TYP OF 2). i m�2(16/18 C' 12/10 SA lFC-4bb �I' H 2 II 16/16(UNLINED,FC-3 RA) 36/8(UNLINED, } 0/8(FC-Ib)PRk7VIDE II II ���� rll90 S 0;..•P•'11r i 0 FC-2 RA) I y C-FSS TO ZONE•A PFR I II F .,• G_III,����� ,\ SLAB EN GRADE / l 14/14(FC-I) — III _� ��M�, I T RE' SSir EQUENCEDIA-FIF'ER III1 W 8 ��iJ', 24/12 RA 14/12(FC-Ia)PROVIDE ^ e nTi-f i ' ~ 6"0 0 w ACCESS TO ZONE DA PER i _ • - - �Tl F pT J ��,I 2:12=F�=-'A) . I •ITORAGS �� . 12/3(UNLINED,EA) m 0 IF U I 36/4 SG-I 310 �. • s v` ,r �IIIIPil 0 PLAY ROOM �1` .__//� (E d) u I 6"0 r-- _ Q W NDUW . M u II 6"0 9 FC 2 EF- O Z ELL 11 �� „ 6m L— 6� III "m LLB^ �„ �� O W , I z 1 IFC-3 KEINK ' _ 11��■`-r U 12"0 BYPASS DAMPER. 0W,S i^m u u u u 24/12(G-3) f u u u u u u CMUA) RE:SEQUENCE 1-0 u UTILITY ROOM MIME 12/12(FC-2aJ QO 1 � vm 1 — _I■I■■ 1 1 iy di u " _ + _rll��i 10 0 ,� U ,,w W N W u I tli �. O �� ..El Z ,,w LIt HX- I_1 I_I 11 , �I 11 - - — � - - � — 5-2 B-I �`� - - - - r� C4W aN 1 6.4 RUNOUTS(TYP OF 5) >1 Lu 1'J U � I it 14/14(UNLINED,OA).WRAP WITH 2" J III fY Z O� bo60YP 0 OF DUCT WRAP.IRE:SPECS) 1 1 I J K STOF 25FER GRILLE(TITUS 2 �O EQUAL). _ry ` .1 1-W 36/48 CRAWLSPACE ACCESS PANEL m ti CA 0 Q 0 INSTALL l"0 DUCT ON SF-1 p Q DISCHARGE.COVER DUCT OPENING V i WITH WIRE MESH.INCLUDE BACKDRAFT IL a DAMPER. Q loosed For Z 0 No. Date Comment U I II/30/I1 COORDINATION 9 2 2/16/I8 PERMIT 1-Q 0 2 2 0 z 0 U Q w 171_11 EASEMENT W T M H ECAN P i(t z 3/29/2018 s)-ly S IL PEN zSz cI//�a DEPARTMENT 2 T_Z NORTH I Q X> W W! Project No. Scale: cy Z Q 11082.00 3/16" = 1'-0" 0 d Drawn By: Checked By: CI0 JSw JOR W z Zz>- M202 >-o Q/o 34/3 SC-2-2 90 AHJ Stamp (FC-4c) 0 O : © © © 00 91E2 QO ., -c) ,,,..H.,„ 3 34/3_(FG-4b)SG-2 55 CI`OSET 21:1 „ 1 1 .... c‘, ,„ w ___.. .., .H1 1 O CLGSET 3 _ 20/5(UNLINED,FG-4 RA) y� 1111=1P.F. I _Jr l' 04 w c � lil BATHROOM 2dt -„ N NQ IA w WINDOW -- , pI"—I� D42� i_-4 E."—�I co ❑SET 2 1 30/6 RG_2 (F2�I-4 J ., H • co . WELL I■ �_ �. EMI 1I �O_ 1 42/3 SG-2 125 O Q 0 © _ (FC-4c TYP OF 2J —CD �n O -In 111 ' OI • 4 > X �,'' I 18/3 SG-I 140 1,:cz .tt LL W 12/3 8G-2 55 Iliri w__ ig 430 iii (FC4) 11H41111%j 32/4 RG-I RA Z O I --- IO/8(FG-4d SA)RISER :+: 32/3 5G-2 250 L DN 20/18(UNLINED,FG I,4 RA) CO 0 (FC-4b) I ' BEDROOM 2 ALLWAY 2 I RISER El. ,j� 4"4'GPV�QR P91Y�RQPYLE_NE____ - FLUES.4"D PVC COMBUSTION 6. 1` AIR PIPES.TERMINATE ABOVE d f1 y�y` W 4 — — O ROOF WITH CONCENTRIC VENT TR' (P IC O �� H. I5/12 LV-I OA(LOW,AND 18/12 LV-I EA KIT.INSTALL PER �- z= =���,� (NICHE MAINTAIN M �"I 3'VERTICAL r-- -�A AC _"` - p j CLEARANCE BETWEN LOUVERS. REQUIREMENTS(T7P OF 2). PE Stapri , : NE: .� 3SG-2 450 LL (FC-3) 1 3'. >J Ell tg MASTER 0 FC-2 RA) II 9'y ,� •,�S 'i K JA�gqul''1II(IL LUSET c ��O'•. � .•e� d 0 .L 1 GARAGE I 0 Id �, , , v—,J1-17,,LNE;,OAJ.WRAPQ' /WITH 2"OF DUCT WRAP. 24/6 G-I 290 FFICE nLL�i(MASTER :ATH CFG-4aJ (RESPECS) �• +,J..j/ 0- ? ev �I � 16/16(UNLINED,/ ��_ '' DINING RGGM 'IRUUM , rmI® ryw . + 'I�I' FC 3 RA) LIVING ROOM III `" _I_ Q r '_ril� JAL, Jr� . �.__.__ 1 A m 0 1ti EF-3\\ I 1 f BA' I FC-(UNLINED, -_ 4°m(DRYER EA) I I r .� W 36/IS RG-I RA FG-2b)(TYP OF 5) I2,,/ I�( IpI ) r I=L'/12/5(UNLINED,T/E) W NDUW W"' (HIGH,FC-3) LL 3Y�'P22I O O LL 20 (TYP OF 2) (WELL u ^WWW/ X 16/6 SCs-I 550 1 14 TERMTI MAS ER 1�I ~ s TERM! AT- • I y I5/12 LV-I EA 8"6!GARAGE EA) T Z. O O w 0 8/5(UNLINED,EA). ® 'I —PERM N7YTE SOFF T. I 0 12"d E• I!u' F1I/5ERi -� CONNCTIC/12LV I EA + o of SERVICE I_ —_ TEPo"IINATE IN SOFFIT. QD Q L__.,:DM FOY R i ROOF WITH 1 DW ENTRY ~(F/3 8G-2 500 , �q o o WEAT -= -- �= , C a O w 1 Z ' 1 m U i KITCHEN 1,___, ..� t ILAUNDRY O 1-4 V w 1 10 '/LI t l 10- t P I I I � ��y 2 xFErz T Z w o 11 — — — O — — O 1 J — — — go H w w 36/10 RG-I RA O jf� 12/3 UNLINED TA ROUTE DUCTIN TOE �\ 6-' J CABINETICK OF BUILT-IN r , w' 18/3 SG-2 ISO 1-1 ?w (FC-2aJ w 0 �� W AO BO CO DO E G al I J K 6E13,, Fes_ -22 50 PO1-1 _w 14/14(UNLINED,OA).WRAP WITH 2"OF w Y= DUCT WRAP.(RE:SPECS) C,) 2 CA Q Q II 8 Q cy Issued For w No. Date Comment 0 0 CU-4 U 1 11/30/11 COORDINATION 9 2 2/16/I5 PERMIT Q e 0 L L GU-3 N 0 Q U T�� w immmm OWNER'S 1 8- gym GARAGE STORAGE 0 FIRST FLOOR w [E1- MECHAN P w>r a-ROOM 3/29/2018 ir DI)-ly 1 T m w PEN z d z T:Ua DEPARTMENT 9 T Z :R EA) __ N NORTH ?w w w �J � _ Project No. Scale: 0 Z Q '20� / I !]? .� 8'4(GARAGE EA) 1 O Drawn By: Checked By: Z 0 D Der 1A�Ny15/12 SEA 1 JSU� JDR w= 'N -'ERMIIVATEinrsoFFIT' 12/12 LV-I EA 111--- J GARAGE PLAN TERMINATE IN SOFFIT. 7 w 0_ U w O 3/16" = 1'-0" �\ Q/o ANJ Stamp _9 IP C11) CP ql ql IP P ql IP Q1 &__ I I T I I IS/16(UNLINED,FC-I.4!TA)DOAN OH I CI N In w O I— In � Ie/S(FC-4d SA)DOWN CI 1 Y in W I rail 1- .- _ - I____J © J 1 J 1 L © o joy 0 STAIR , CIO �Q Z '' 0 IO D 4 > X 36/IE -• 11J- 4 w V C \ ti (HIGN, S 02U ' z Zo6 6T IIo =-- gz Xr 0 Oin 14 DN.'+ 0 (11 � 0 Iii il 1- w S 4"d CPVC OR POLYPROPYLENE O '� "'0 FLUES.4"4,PVC COMBUSTION \ �q u AIR PIPES.TERMINATE ABOVE r r - - - di KIT. WI COrvGEJTRI,-vErvT 61 u1 4 - J v KIT.INSTALL PER Z W N — M4NUFd_rU F4'S P Z REOWREM E T?(TYP�F 2i. PE Stamp _i m STORAGE ,, ID O _rOPpDD tie,,t, N F �.Ua„•yySS J�F/06,Sic,I�0, TI i 'm'2/16/1E Ctnt 0 0 3. ' © , - if W �� ,moo . / ''��_' o [ 1 f 1 �— 11 F G_� I0 I 1�,``�`���� 0 O —L —L T J L L t IO L__ _J L____JI L____JI L____I _ N O W 0 0 W o �Tl wN o s L , IE 0 >iZ LL� I I ROOF DECK N 12"d(KITCHEN EA) . 1 ff- TERMINATE ABOVE ROOF WITH w z WEATHERPROOF CAP. O 14 O Z r----r----1 r----1 r----r— 10 i PLANTER I I O 7 r I I I I I I /--i I I 0 0— �- 1 JI LL rn in i a aN I I I I I I I I 1. 1 CI) S U ZW áD l�J a G a a 6 a 1 ) é . .0 W ?W mTI CA 0 a if- 0_1 a Issued For Z 0 No. Date Comment 0 cy I II/30/I1 COORDINATION 3 2 2/16/IS PERMIT 1-Q 0 7 2 3 L z 0 0 aw 11 SECOND FLOOR w 0 M H ECA P VtD =N w 3`/29/2018 fr t,i /� \. tow PEN zNz c' - DEPARTMENT ,T_'4 Q X w NORTH I >w! Project No. Scale: Ct Z Q 11082.00 3/16" = 1'-0" 0 d Drawn By: Checked By: i 0 JSw JDR w z Zz� M204 QIo AHJ Stamp TO RADIANT ZONES, INN" _i DUCT MOUNTED AT FC-3 FAN COIL l FC FC 4 FC-4 a DISCHARGE.SEE PLANS FOR LOCATION. -I-I I1/2"MANIFOLD _ .� CONTRACTOR SHALL SIZE DISTRIBUTION D I-1 O TS-4 PIPING FORA MAXIMUM FRICTION RATE 1 OF 4'PRESSURE DROP PER 100'OF '" '" '" '" '" '" '" m m m"m" LL PIPING.(TYP) `�`� m w I HWS �***®®® ® ®® LLV I HWR OM N CIRCUIT SETTER.BALANCE TO FLOW SHOLUN ��pp��pp �p�p ��pp IN SCREDULET ZONE SCHEDULE OR FAN COIL �o-7\"a"��o-7 "�`r➢o-X "�-X �/ HWUr In w Q r w `AY- HER (Ni04!-I-1 1 N - CO In III LOCATE CONTROL VALVES ON RETURN I14" Pa" 114" 114" ral tirl . w PIPE IN MECH ROOM.INCLUDE ISOLATION _ VALVES.SIZE CONTROL VALVE FOR Z—DCW� - - - 4 - _ Z FROM WATER I- .� MAXIMUM 3'PRESSURE DROP.(TYP) DOMESTIC ENTRY 0 .- O ,3 0 WATER PIPING Z—DHW-* - - - -f TO BUILDING U r TS-5 z— Z 0 Nvmsrmm0 - a II/2 I:. I" 1� 1,�� 1�,,,1g 1g �5 �5 RP-I =g'' - - crn v TNNNNNNNNLLl) l] 4,.., 0 U aa � � aa � � a I • z 00000000000 000 14 44 It n I U Ir it I M I ff Ir If INCLUDE 10 EQUIVALENT PIPE ® Z IL z 1 4 I 1 1 I I DIAMETERS OF STRAIGHT PIPE AT 1 ' W = - U! w w PUMP INLET 4 OUTLET.CHECK VALVE B-I B 2 1 1 I 1 1 1 U! TO BE INSTALLED MINIMUM 6 PIPE Z 0 DIAMETERS FROM PUMP OUTLET,IF O9 N I 4- 41- S. APPLICABLE. 1rg= to -0-, 0 oW� 0.1 Qr � (TYP OF ALL PUMPS).: Z = Ca 1-,,, �� �� �� I O IN" NO - 6ve 1 E 1 AS-I WH-I W--2 z T TnS-1 PE stamp la N 2 Y • 2 __,,, P Z NWS 2" TS-2 TS-3 I _-PpDO LICF}hl S O 0I iZ N.O. T ti S6o y,N J.hp Nsbo II 2" HWR 2 2�� Q 4?yey7f16i1s Gym: Ire r0 0 T50-6 T HX-I 11 TEES.CLOSELY SPACED ___ ''§9'. / W% W' SMS� y V T P , Ira" STAINLESS STEEL 'llot SRO AL5'I'_���/ w} } ca T } HOSE BIB WELL(TYP), --_ _ --__ ����"- Z U N.O. (TYP) f ---f- R Q < v L.J 4 CNTI vN �— I.li �� s+'' e W J S oW /''I I /� ® ROUTE BOILER CONDENSATE FLOOR PIPE DOWN TO 2"ABOVE F m 5O I L E P I P NG SCNEMAT THROUGH CNT-I PRIOR TO FINISHED FLOOR(TYP). DISCHARGE INTO FLOOR ��//�� Ip 0 DRAIN WITH AIR GAP. C 1 Q Z NO SCALE ® W E C 2z PRESS.-TEMP.TAP, COIL \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ O F Z22 1 TYP. HEATING CEILING AIR VENT SPRING VIBRATION RADIANT TUBING, r \ ISOLATION HANGERS \1111 �� INSTALL PER MANUFACTURER'S -HANGER ROD W Z. E I '�i/ RECOMMENDATIONS. LOOPS SHALL hit If DUCT STROP INLINE FAN DUCT STRAP BE EQUIVALENT LENGTHS, P T TEST PORT l t 5 o OF EACH OTHER) f 1 4 00 ,y Z \� l��//iJ�� SHUT-OFF VALVE,TYP. di i o ISOLATION VALVE O O 14 `THWR / f f ® '( DISCHARGE SIDE OF PUMP IF O w w 11, CHECK vALvE(LOCATE ON Il / J1 MANUFACTURER'S MANIFOLD. w= , HWS _ \ o -_ COORDINATE LOCATION WITH INTEGRAL PUMP IS OCHECKIPPALDEWITH LL, z r GENERAL CONTRACTOR,TYP. L� w 0 AIR VENT U HIGH POINT I ) 1. 1 �" ^ w 1/4"GAP BETWEEN END OF DUCT � SHUT-OFF VALVES. ® V/Ill% ,�•y F�+I w DUCT,SIZE PER PLANS AND FAN COLLAR E° - HWS—� SEE BOILER PIPING SCHEMATIC (r�/ .. I¢ c° FOR CONTINUATION.EACH ZONE `+ w BACK DRAFT DAMPER AS FANTECH FC CLAMPS WITH 8MM 1-1WR-2 TO HAVE DEDICATED RETURN 1-1 SCHEDULED OR SHOWN ON PLANS NEOPRENE PAD LINER.TIGHTEN PIPE THAT IS HOME-RUN BACK TO Q`) SCREWS FOR SNUG FIT. MECH RM.SUPPLY CAN BE TIED TO wz U NOTE: BALANCING VALVES INTEGRAL COMMON SUPPLY PIPE OR HOME-RUN. w W PIPE W.G.FOR TO MANIFOLD WITH INTEGRAL FLOW rl ?w COUNTERFLOW METER FOR EACH LOOP.BALANCE TO GPM/LOOP Y= SHOWN IN RADIANT ZONE SCHEDULE,SHEET M101 m 0 T1 �IC/AL INL NE WETMOTOR 1-IEATIN� COIL SCkEMATIC FANTEGN INLINI- FAN INSTALLATION DETAIL AD ANT MANIFOLD SCHEMATIC PULP DETA L >a NO SCALE O NO SCALE O NO SCALE © NO SCALE © a D Issued For Z r PLACE EVERYTHE PIPEDOES NOT FROM CONCRETE OF PIPE CONCRETE SLAB.MTO IN 3/4" \\\\\\\\\\\\\\/�/��1��5///M///5\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ No. II/D30/IT COORDINATION 0 FLOAT IN THE SLAB. ° SURFACE OF SLAB. +I - HWS/R 4 RS/L MAINS 2 2/I6/IS PERMIT 1-Q MORE MAY BE REQUIRED ROUND HANGER ROD IF PIPE RISES.ENSURE FLEXIBLE CANVAS DUCT 0 BENDS ARE SECURED. V - -\ - CONNECTORS OR EQUAL \ SA DUCT RA/OSA DUCT \\` - - N 0 4 FAN COIL \ " Z.6) O \.o= v a _ -V � SA DUCT FAN COIL RA/OSA DUCT •III 7 w 1n��II�\e:.III= • _/�0 MASON SPRING VIBRATION ACOUSTICAL DUGiJ - -- >ISOLATORS OR EQUALINSULATION IRE:SPECS) /jT � SGHEI"AGAL w U ACOUSTICAL DUGTJ / DUCTS SHALL BE HUNG FROM D NPIPE DRAIN PAN TOFLEXIBLE CANVAS DUCT INSULATION IRE:SPECS) CEILING STRUCTURE W =IC APPROVED LOCATIONCONNECTORS OR EQUAL3/29/2018 H 5 PER CODE FILTER 9"SPACINGINSULATION BELOW SLAB. -CD FILTER \ ASPEN ZU)Z DUCTS SHALL BE HUNG FROM MASON ND DOUBLE DEFLECTIONSLOPEI/4"PER FOO WATER SENSOR PER IMC BUILDING DEPARTMENTWIRE MESHCEILING STRUCTURENEOPRENE MOUNTS OR SPRINGWATER SENSOR PER IMC VIBRATION ISOLATORS OR EQUALCOMPACT SUBBASE PIPE AUXILLIARY CONDENSATE301.2.3 w w�' FLooRlll I�III III=III=III III III III III- w VAPOR BARRIER (4"MINIMUM) CUSTOM ANGLE IRON METAL / P-TRAP DRAIN(IF APPLICABLE)TO O DRAIN PAN STAND BOLTED TO SLAB Project No. Scale: Z Q P-TRAP _ r _ _ 11082.00 N/A 0 d W 5/5"PEX TUBING.KEEP CONDENSATE DRAIN.PIPE III III III III III III III III=IIII� II II III III III III III=11f: o Z TUBING 6"AWAY FROM INDIRECT TO APPROVED II III =III =III=III III =III II II II II III=III=III=III=III=III=III=III=III=III II II III III—III_III=III_III III=III=1 Drawn B Checked B 0 �+ SHEET METAL DRAIN PAN _-111-1--111 i--111III--111III--111 l\iTf\i ui III=III=III=III=III=_1Tf=_III i iiiiTf\Tfl=_ =_III=11=111=11=_Ififfig Tfi y' y' Z 3 D-S L A E ON G RA D E WALLS. RECEPTOR - - - - - - - -i -� -1 r�ai a-i -i aI u-ITi-iTi-iTi-iTi- -iii rii 1ITIITI-ITi-i -i r -I 3 SW JD R Q w SNOWMELT TUI5ING INSTALLATION SCI-IEMATIC FC SCHEMATIC - CEILING HUNG FC SCHEMATIC - FLOO SUPPO TEED Zz ® O M300 Q,0 NO SCALE ® NO SCALE NO SCALE u w o -o0 AHJ Stamp SEALANT ALL SIDES FOR THICKNESS WATER 4 AIR TIGHT UNLINED j jj/jj/ PLENUM DUCT SHALL EXTEND STAINLESS STEEL DUCT ��d THROUGH THE WALL AND,FOR EXTERIOR WALL INSULATION REFER AIR PROVING '\'` UNLINED SUPPLY SECTION FOR HUMIDIFIER. \1 THE BOTTOM AND SIDES,SHALL TO SPECS INCLUDE DRAIN POINT TIED SWITCH DUCT WITH STEAM BE FLUSH WITH THE OUTER INTO LOW POINT, DISTRIBUTOR TUBE SPRING VIBRATION- LOUVER WITH © ISOLATOR CTYP.) SURFACE OF THE WALLral DRAWABLE BLADES WALL MOUNTED HIGH LIMIT SLOPE STEAM HOSE HUMIDISTAT HUMIDISTAT I BACK TO HUMIDIFIER FA /\ EXTENDED SILL i �•� I OV111 BIRD SCREEN Fj� 2 (15°MN SLOPE) __I J RA I I I 5 H 05A TO SPACE / \ EXH FROM SPACE r --- II I1vI Cp BELOW I�I DUCT I�/� LI-✓ L®W EXH TO OUTSIDE __,\ / OSA FROM OUTSIDE r I 7 DUCTS(RE:PLANS). STEAM DISTRIBUTION 01 DUCT DETAIL E,t� /OA _ �= N �; ca TAP HIGH ON PLENUM, TUBE t (F EFERIRED) 04w 0 r SiIn ill N i STEAM HUMIDIFIER L MASTIC RIGID ROUND DUCT(rYP.) v~i S In JOINTS TO DRAIN PAN UNDER p y w HUMIDIFIER WITH DRAIN Si J GUT INSULATION ,� ACOUSTICAL ROUND FLEX �^ r0 = ENLARGEMENT r I�� PLENUM AS SHOWN ON PROVIDE A TO PROPER OR WATER DETECTOR. I DUCT FOR FIRST 4 FEET OFral`/ J,i PLANS,12"MINIMUM VAPOR-TIGHT LENGTH TO DUCT ACCESS DOOR FOR I DUCTING(TYP.) WRAP OUTSIDE AIR DUCT 0 H • 0 SEAL. WITH INSULATION PER SPECS O Q , 0 i DEPTH.PLENUM STEAM TUBE INSPECTION DRILL WEEP HOLES IN THE SHALL BE UNLINED AVOID U r Lir BOTTOM FRAME OF THE L ell AND WRAPPED PER COMPRESSION VA BACKDRAFT DAMPER ON 01 LOUVER FOR DRAINAGE SPECS, DUCT LINER SHOWN DASHED. EXHAUST DISCHARGE MOTOR OPERATED DAMPER CI 0 NQ Z 0 OF INSULATION, PROVIDE PER SPECIFICATIONS, ON OSA INTAKE U 0 N SEAL LOUVER PLENUM SLOPE 2"PER 1d c Y B ENERGY TRANSFER CORE • > X WATERTIGHT WITH SOLDER LINEAR FOOT DUCT /��� 1. �l c 1�1 ON S1��� 1 C FOR HEAT AND HUMIDITY 4 OR 100 YEAR MASTIC WRAPPING 1 V II Ifv� t n RECOVERY /� /� /� CONNECTORS OR EQUAL z LL d SEE ENLARGEMENT (�� ZONTAL DUCT) I—IUI IID�rI � f �O� ��V N� ,�-t��,�-t �N DETAIL� 4_ -J- ,-,w \ L LOUVER INSTALLATION DETAIL © SCHEMATIC © NO SCALE DUCT DETAIL © ® _ NO SCALE NOT TO SCALE NO SCALE ig z � xm O DUCT LINER /AIRFLOW NOTE: PIN SPACING MUST DUCT WORM-DRIVE UNLINED PLENUM Box- w 0 in 4 L CONFORM TO LINER MTR S STAINLESS STEEL PAINTED FLAT BLACK INSIDE (a CRITERIA FOR DUCT LINER ? Imo, zi CLAMP 11 le 1- CO 0 TYPE ND CITY INSTALLATION GGORDTERIA N S FLEXACOUSTICAL 1I N x ® FLEXIBLE DUCTWORK (16, � NJ 1 v FULLY EXTENDED 67 3' i N u (SEE SPECS FOR MAX ���� SUBMITTAL DATA. MAX P 12" % r--� 4 MN LENGTHS) . o i pK 0- PE stamp Ai 4) 3�� WORM-DRIVE ,��••••�y, m O CLIPS(TYP) I STAINLESS STEEL _ _ �'Ppno trcF`hl N G SPIN-IN DUCT ACOUSTICAL CLAMP o•...•••••,•NS 11 0 o FITTING WITH FLEXIBLE DUCTWORK �'q�yyA�T'HOG•Fo�Ir DUCT BALANCE DAMPER FULLY EXTENDED 7 12 z/16AB(m WHEN ACCESSIBLE (SEE SPECS FOR MAX SPIN-IN DUCT 0 METAL NOSING ` p ,� 4 MIN LENGTHS) - - FITTING WITH ^~~�1 3/,• . . >W PINS CTYP) `STYPIMAX 12" �� BALANCE DAMPERtIS 4°° •' 1 ,0 NOTE:WHERE DUCT VELOCITIES EXCEEDMORE THAN 4,000 FEET PER MINUTE VELOCITY, DUCTWOK �� 3" FROM EDGE ACOUSTICALLY LINED F\ /� NwPROVIDE METAL NOSING AT LEADING PLENUM BOX V /EDGES OF ALL LINED DUCT. "Z"BARS MAYOFLNER vv// • BE USED IN LIEU OF CHANNEL.ATTACH BY �1 ® O RIVETS,SCREWS OR WELDS, LINING REFER SPECS / \N I �,-___ W o ALL ENDS OF LINER 1 V N I - NN TO BE TREATED W/ O DUCT LINER NOSING ADHESIVE. W il m SCHEMATIC TYPICAL DUCT LINER SCHEMATIC DIFFUSER CONNECTION SCHEMATIC FLOO DIFFUSER CONNECTION SCHEMATIC � A mo R -tc NOT TO SCALE O NO SCALE ® NO SCALE O NO SCALE CI 0 ° 0 z LL� ao Z. N LL 0M/ ,y di Z 0 a o z� ,4 U W N 0 �I Z 'Tw 'o C4 waW> I , V)- zW 14 111 Z0 al 0- ?W m= CA O 40 01 aiy loosed For Z No. Date Comment L1j0 0 cy I II/30/I1 COORDINATION 9 2 2/16/IS PERMIT ,Q 0 2 2 B L z 0 0 aw MECHANICAL w 1 SCHEMA ?wN z RECEIVED - 3/29/2018 42>ly _Iw Iv ASPEN z N z BUILDING DEPARTMENT 0 T z Q w WwX W 12 Project No. Scale: Z Q I1082.00 N/A 0 z,W Drawn By: Checked By: (4 i 0 JSW JDR W o ZzS M301 aw} 0w0 )_p 0 Q/o Mechanical Specifications AHJ Stamp General 25.Elastomeric insulation: Slip insulation over pipe before assembly so that there are no length 50.Provide expansion joints or loops on all heating water piping runs in excess of 50'. 82.Install emergency power off(EPO)switch inside mechanical rooms containing boilers. Switch wide seams.Where lengths of insulation are butted together,use factory recommended plate shall be red in color and labeled"GAS BURNER EMERGENCY SWITCH". Switch shall 1. Immediately notify the Engineer of any discrepancies. adhesive.Glue the butt ends of insulation to each other to form a homogenous membrane 51.Dielectric Unions-Furnish and install a dielectric union at all connections where non-ferrous be compliant with Section 1006.8 of the 2015 IMC.Refer to electrical drawings for additional maintaining the vapor barrier.Exterior elastomeric insulation shall be installed with the material is in contact with ferrous material and fluid is not protected with corrosion inhibitors. information. 2. It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in longitudinal seam on the bottom of the pipe and shall be protected with an ultra violet resistive their respective areas of the construction industry and shall perform in a responsible manner in paint. Elastomeric insulation shall be covered with two coats of paint manufactured specifically 52.Grade and valve all heating water piping with%"hose end valves to permit drainage of the 83.See Sequence of Operation for additional control information. an appropriate construction sequence. for covering Elastomeric insulation,Armaflex WB Finish or equal. system. Vent all high points in equipment rooms as necessary with automatic air vents piped to convenient drain.All high points in system outside of equipment rooms with manual air vents Balancing 3. Do not scale drawings.Verify dimensions in field prior to commencement of work. 26.Insulation shall be installed under all radiant heated floors on slab. Insulation shall have a as required to relieve air in the system. minimum R-value of 10 at a mean testing temperature of 75 F. 84.Air and water flows must be balanced,and fan belts,pumps,and drive systems adjusted as '14= (-NI li 4. It is the intent of these drawings and specifications to establish a standard of quality. The 53.Provide plastic grommets on all heating water piping passing through wood joists and studs. required.Balance Contractor shall furnish subsequent air balances after acceptance of the w Engineer reserves the right to take exceptions to approve methods and materials not reflected 27.Insulation for all types of piping shall be carried full size through pipe hangers or pipes shall be building. w � r F herein. supported with vibration clamps. 54.Install plumbing clean-outs as required by applicable codes. N F,, s in l03 85.Submit a written balance report.Balancing procedures shall be in accordance with NEBB or Y - 1- 5. Failure to order,or release order,for materials and/or equipment will not be accepted as a 28.Internally line all new RECTANGULAR Return Air(RA),&Supply Air(SA)ductwork with Boiler Flue&Combustion Air Piping AABC guidelines for proportional balance. Submit report on standard NEBB forms. DI t" W - L. reason to substitute alternate materials,equipment,or installation methods. 1/2"thick,2.0 PCF,U.L.rated,non-corrosive,non-combustible,glass fiber insulation re - O• O complying with ASTM C 1071.Refer to plans for duct labels.Liner fasteners shall be 55.Boiler flue piping shall be CPVC,complying with ASTM F441,or a polypropylene venting 86.Airside measurements shall include all motor amperage,voltage readings,motor RPM,fan O E U 13 I- CY 6. Work shall be performed in a workmanlike manner to the satisfaction of the Architect&the galvanized steel,welded with integral head. system,listed in accordance with ULC-5636,and rated for flue gas venting systems. Flue shall RPM,fan CFM,fan inlet static pressure,fan outlet static pressure,and inlet and outlet grille 0 Engineer. be Centrotherm Innoflue,Duravent PolyPro or equal. CFM. 0O Z ' 0 29.All new Outside Air(OA)ductwork shall be unlined. Refer to plans for duct labels. 1...) 0 N 7. Labor,materials,and equipment shall conform to the latest applicable editions of local,State of 56.Boiler combustion air piping shall be PVC,complying with ASTM D1785. 87.Hydronic measurements shall include circuit setters,all motor amperage,voltage readings, • >" ). LL Colorado,and National Codes and ordinances. If conflict between those publications exists,the 30.Externally wrap all unlined Outside Air(OA)ductwork and louver plenums with 2"thick,1.0 motor RPM,pump RPM,pump GPM as calculated from the pump curve,inlet and outlet L7 Q 4 I W most stringent requirement shall apply. PCF,U.L.rated,flexible,non-combustible,blanket insulation complying with ASTM C 553. Antifreeze Solutions pressures at pumps,and temperature and pressure drop at all coils. z LL Z w Vapor barrier jacket shall be FSK(foil-scrim-kraft).Minimum R-Value of 6.0. NC p� - 0 . w 8. Provide record drawings to architect.Drawings shall include all addendum items,change 57.DILUTION WATER QUALITY:Contractor shall be responsible for testing the water and 88.Adjust flows to within 10%of required quantity.If actual quantity is less than 90%of design, - (_ orders,alterations,re-routings,etc. 31.Insulate the final 5'of all exhaust ductwork at exterior terminations with 2"thick insulation with submitting a report to the Owner&Engineer,prior to system fill. "Hard"water shall not be investigate cause,attempt to rectify and notify Engineer. Submittal of balance report with less z = s, _) a continuous vapor barrier.Minimum R-Value of 6.0. used.The water used to dilute the concentrated inhibited glycol-based heat transfer fluid must than required flows without explanation is cause for rejection of report. l7 0 61 9. The drawings show the intent of the mechanical systems but do not show all details required. It be either distilled,deionized,or contain less than 25 ppm of chloride,25 ppm of sulfate,50 ppm ig 0 r is the responsibility of the Contractors to install complete&operable systems,which conform 32.Insulate transfer ducts with 1/2"thick,2 PCF,U.L.rated,glass fiber duct insulation with a of calcium,and 50 ppm of magnesium,with a total hardness not to exceed 100 ppm.If good 89.Submit three copies of all submittals in addition to any required by the Contractor. These Z X 0 to the manufacturers'installations instructions&industry standards. continuous vapor barrier. quality water is unavailable,the manufacturer of the glycol product will provide the heat copies shall be retained by the Owner,Contractor and Engineer. 0 Ca '- transfer fluid and water to meet the specifications of the system. le ,. (fl 0 10.Systems shall be tested for proper operation. If tests show work is defective,Contractor shall Piping Radiant Floor Heating 0 -" make corrections necessary at no cost to Owner. 58.Fill heating water system with 30%propylene glycol/70%water solution,by volume,for 33.Domestic Hot,Cold&Recirculation piping inside building-Buried lines type'K'copper water freeze protection to 8°F and burst protection to-20°F. Include corrosion inhibitors. 90.Radiant tubing shall be 1/2"nominal diameter.Tubing shall be PEX-a crosslinked polyethylene t , r 11.It is the Contractors'and manufacturers'responsibility to assure themselves that the code tube,wrought copper fittings and 1100F solder.Non-buried lines,type'L'copper water tube, with an oxygen diffusion barrier,manufactured by the Engle method. 61 authorities will approve any product to be installed on the project. wrought copper fittings and no lead solder.Provide alternate pricing for PEX tubing(no oxygen 59.Fill snowmelt water system with 50%propylene glycol/50%water solution,by volume,for - z? diffusion barrier necessary). Unless otherwise noted,piping on plans has been sized for copper, freeze protection to-28°F and burst protection to-60°F. Include corrosion inhibitors. 91.Piping shall be installed in continuous loops,no splices allowed.Tube centers and the PE Stamp Ai,a 12.Provide necessary trenching,backfill,excavation,supports,piping,insulation,saw cutting and and if ASTM PEX piping is used,increase size of piping one nominal size from size shown on maximum loop lengths are specified in the Radiant Zone Schedule on the plans. ,.''vs 26 patching,concrete/paving,etc.,as required. Backfill trenches in 6"layers and to 90% plans,ie.Plans call for a'"line&PEX is to be substituted,a 1"PEX line shall be installed. Ductwork oPPw°;;eFtis Itl N compaction and patch to match existing grade. 92.Tubing loops off each manifold shall be installed in equivalent lengths(+/-5%). :QC'•yyss a.pd.Fo to r Q 34.Water service pipe outside building-Polyethylene(PE)plastic pipe(ASTM D2239)or tubing 60.Duct sizes shown on drawings are outside(sheet metal)duct dimensions. 7 4, z/le/rs' ; y 0 0 13.Systems shall be professionally labeled.Piping shall be labeled with color coded commercial (ASTM D2737)and fittings(ASTM D2609)shall conform to NSF 61 and have a minimum 93.The Contractor shall install manifolds as provided by the tubing manufacturer.The manifolds 3. 'o grade labels indicating piping service and flow direction.Equipment,fans,pumps,valves, working pressure of 200 psi at 73.4°F or pressure rating to exceed maximum working pressure. 61.All ductwork shall be sealed airtight with duct mastic.Where duct tape is used,it shall be listed shall consist of a return header(including: balancing valve for each loop,compression fitting to 't y W F switches and controls shall be labeled with engraved plastic or metal tags and an and labeled in accordance with UL 181. receive tubes and air vent)and supply header(including:manual shut-off valve for each loop ' ,/ �' EIj F .,,;,`,.? m 0 equipment/valve schedule shall be provided and mounted on the mechanical room wall. 35.Waste lines above ground-Standard weight,C.I.soil pipe,and fittings,or hubless,C.I.soil and compression fitting to receive tubes). t[q-`oNAL529= `1)w Equipment labels shall follow the same nomenclature as the mechanical drawings. pipe and fittings.Up through 2-1/2"may be standard weight,galvanized steel pipe with black, 62.All returns shall be ducted.Panning of stud cavities,joist bays,etc.is not allowed. vv.��' R C.I.drainage fittings. Snowmelt N 8 14.See architectural reflected ceiling plan for all ceiling penetrations. 63.Provide 1/4"galvanized mesh screen on all open end ducts(OED). IWy F 36.Waste lines below grade and all Vent lines for residential may be Schedule 40 ABS-DWV94.Snowmelt tubing shall be 5/8"nominal diameter.Tubing shall be PEX-a crosslinked �- 15.Coordinate architectural,structural,electrical,landscaping,fire protection,and interior design plastic pipe and fittings(ASTM D2661)or Schedule 40 PVC-DW V plastic pipe and fittings 64.Seal all ductwork joints and vapor barrier penetrations at all exterior walls. polyethylene with an oxygen diffusion barrier,manufactured by the Engle method in 0 F drawings with mechanical drawings prior to installation. (ASTM D2665).All pipe and fittings shall bear NFS-DWV mark and shall be joined with accordance with ASTM F 876. il m solvent weld joints as recommended by the manufacturer. 65.Ducts and piping penetrating through roof shall have roof flashing with caulk type counter :- 16.Offset piping,ductwork,etc.as necessary to accommodate structure,beams,columns,and flashing sleeve or by method acceptable by roofing manufacturer. Installation shall be 95.Piping shall be installed in continuous loops,no splices allowed.Tube centers and the T/1 m 0 existing equipment. 37.Heating Water piping-Piping maybe type'K'copper for all buried lines using wrought copper watertight. maximum loop lengths are specified in the Snowmelt Zone Schedule on the plans. V 1 :I Q fittings and 1100F solder. For non-buried piping,type'L'copper,wrought copper fittings,and 9 L 17.Verify exact locations of existing and new underground utilities,piping,and raceway systems no lead solder. All buried pipe shall be surrounded with 4"of clean sand.Provide alternate 66.Provide backdraft dampers at any and all ductwork penetrations through exterior wall(except 96.Tubing loops off each manifold shall be installed in equivalent lengths(+/-5%). r 0 prior to trenching. Contractor shall obtain and verify exact utility company drawings and price for PEX tubing(with oxygen diffusion barrier). Unless otherwise noted,piping on plans outside air and combustion air ductwork). O i requirements. has been sized for copper,and if PEX piping is used,increase size of piping one nominal size 97.The Contractor shall install manifolds as provided by the tubing manufacturer.The manifolds r-I z 1 from size shown on plans. ie.Plans call for%"piping&PEX is to be substituted,a 1"PEX line 67.Provide turning vanes in all mitered rectangular elbows. shall consist of a return header(including: balancing valve for each loop,compression fitting to 1--1 Q p Electrical shall be installed. receive tubes and air vent)and supply header(including:manual shut-off valve for each loop F N 68.Provide volume dampers at all accessible round duct take-offs. and compression fitting to receive tubes). Ilsiilt v 9 18.Contractor must carefully verify electrical service voltage and phase available before ordering 38.PEX piping shall be supported by continuous cradles supplied by the manufacturer. . 00 K di any equipment. 69.Make all final connections to supply GRD's with acoustic flexible duct.Minimum length shall 98.Snowmelt distribution piping shall be sized per plans.Piping shall be Metric dimensioned w a 39.Drain Pan piping-Not Buried: Type'M'copper,wrought copper fittings,and no lead solder. - be 4 feet.Maximum length shall be 8 feet. PEX-a crosslinked polyethylene with an oxygen diffusion barrier,manufactured by the Engle O z 19.The following are to be furnished by MC and wired by EC: equipment motors,magnetic Buried: Type'L'copper,wrought copper fittings,and no lead solder.All buried pipe shall be method in accordance with German DIN 4726. O 1 i U w l starters,line voltage thermostats,factorydisconnect switches(if specified aspart of factorysurrounded with 4"of clean sand.Drainpan piping mayalso be PEX or Schedule 40 70.All ductwork or surfaces which are visible behind a grille,register,diffuser or louver shall be w m g P p P g w wired equipment)resistance heaters,fire and smoke detectors. ABS-DWV plastic pipe and fittings(ASTM D2661)or Schedule 40 PVC-DW V plastic pipe and painted flat black. 99.Secure piping in snowmelt areas by attaching tubing to wire mesh using plastic tie straps,every '1.9 fittings(ASTM D2665). 3'on straight runs and at apex of turn for any change of direction.No metal wiring shall beEl Z 0 20.The following are to be furnished and wired by EC: disconnect switches,thermal overload 71.All dryer vents and bathroom exhaust ducts from fan/light fixtures shall be 4"galvanized round used. C4 W m switches,manual operating switches and contactors. 40.Condensing Boiler Condensate shall be neutralized via a neutralization basin before discharge (unless noted otherwise). t', a w= into building drainage system.Condensate piping shall be PVC or other approved material 100.Snowmelt system shall be pressure tested in accordance with tubing manufacturer's ^ ✓'�' Cl) 21.The following are to be furnished and wired by MC: low voltage thermostats,control suitable for pH levels of 3. 72.Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. instructions as required for warranty protection. In the absence of manufacturer's instruction, F transformers,control relays,control panels,motorized valves,motorized dampers,pilot lights, pressurize the entire snowmelt system with compressed air.Charge system to a pressure of not U m I- multi-speed switches and interlocks. 41.Refrigeration Piping-Type'L',ACR Grade copper,cleaned,dehydrated,capped and charged 73.All ducts shall be 26 gauge minimum.Duct gauge and construction shall conform to SMACNA less than 80 psig or more than 100 psig. Pressure test shall last for 24 hours with not less than a z w with clean nitrogen at the factory.Use wrought copper fittings and hard solder having a HVAC Duct Construction Standards. 2 psig drop. With system air charged,soap test all joint on and within the manifolds.After 1-1z 0 Shop Drawings minimum melting point of 1100F for buried lines,no lead solder for non-buried lines.Valves hydrostatic test pressure has been applied,examine piping,joints and connections for leakage. �11 w F and specialties shall be standard brass or bronze valves for refrigeration service. Buried pipe 74.Contractor to coordinate exact location of grilles and registers before installation. Eliminate any leaks as necessary&re-test. Any portion of tubing layout that rises as a result of7t i 22.Submit entire HVAC and plumbing shop drawing submittal data at one time. Submittal to be shall be surrounded by 4"clean sand. being pressurized shall be re-secured to be at the proper level within the slab structure when `'� w bound in three-ring binders,indexed in a neat and orderly manner. Partial submittals will not be 75.Seal off all ducts during construction. poured. /� m' accepted. Submittals shall include,but not be limited to:equipment,fixtures,insulation, 42.Gas Piping-Schedule 40 black steel pipe,150 lb.malleable iron screwed fittings on above V L ,0 diffusers,pumps,fans,piping,valves,and boilers. ground pipe,welded fittings with all piping coated and wrapped on buried pipe.CSST pipe is Vibration Isolation 101.Entire snowmelt system shall be left pressurized with monitoring pressure gauge throughout y z permitted for final connections only. installation of concrete or sand/pavers. Continually monitor pressure on system to make certain Insulation 76.Where specified,duct-to-fan connections shall be made with flexible canvas duct connector tubing system remains intact with no leaks or punctures. 0_a 43.Underground Gas Piping shall be Gastite Polyethylene plastic conforming to ASTM D 2513,or material. Provide duct alignment within 1/2"at the fan collar and duct collar. a 23.Piping Insulation Schedule: approved equal.Pipe shall be marked"Gas"and"ASTM D 2513". 102.Manifolds shall be tagged to identify area served.Each connection on supply&return I Issued For z r 77.Where specified,spring vibration isolators for support of equipment shall be properly aligned so manifolds shall be permanently labeled with loop number. w 0 Service Thickness(in.) that support rod does not contact spring housing. No. Date Comment 44.Gas Valves-Lubricated plug valve 175 lb.W.O.G.iron screwed or flanged. PP P g g 0 I II/30/I1 COORDINATION I HWS/R(less than 1.5"pipe) 1.5 103.Prior to final system fill and commissioning,the PEX tubing system and manifolds shall be Q ( pipegreater) 45.Gas Pressure Regulator GPR Valves-Install GPR's where specified and/or shown on plans. chemicallycleaned asprescribed bythe tubingmanufacturer. Supply all tools,connections, 2 2/16/ls PERMIT 0 2 HWS/R 1.5" and realer 2.0 � ( ) p Controls pp y 0 z SMS/R(less than 1.5"pipe) 1.0 Include shut-off valve upstream of valve and capped tees upstream and downstream of valve for labor,and accessories necessary to properly remove all foreign material,chemical,and residue 14 0 SMS/R(1.5"pipe and greater) 1.0 pressure testing.For modulatingcondensingboilers,install a minimum of 10'ofgas piping 78.Mount all thermostats and humidistats 5'-0"above finished floor. within the tubingsystem before permanently chargingsystem and placinginto operation. L g P P� g Y P Y Y � P Domestic Hot Water 1.0 downstream of regulator to serve as a buffer during start-up. Refer to boiler manufacturer - z 0 0 Domestic Cold Water 0.5 installation instructions for additional requirements. Install vent limiting device or vent pipe to 79.Thermostats&remote temperature sensors shall not be installed above heat emitting equipment, 104.After entire system has been properly cleaned and flushed,fill system with clean water to 0 m Domestic Hot Water Recirculation 1.0 the outside,as required. including wall mounted touch screen controls.Do not mount on exterior walls or above/below proper cold fill pressure.Add propylene glycol to the snowmelt system to the concentration 8.2 Refrigeration Suction 0.5 forced air supply registers. specified using a positive displacement pump.Antifreeze fluid shall include corrosion MECI-IAN IGAL N T Refrigerant Liquid 0.5 46.Copper pipe Valves and Specialties: inhibitors.Purge each individual loop to eliminate air pockets in the system.After purging SPEC IF I CAL R w tY 0 Condensate Drain 0.5 80.All thermostats shall have a temperature range suitable for the application and have adjustable remove fill connection to any potable water lines to prevent any possibility of contamination. RECEIVED -N Gate Valves: Bronze,Class 125,200 lb.W.O.G. set points.The thermostats shall be able to display temperature setpoint and room temperature. 9 9R z Piping insulation shall be U.L.approved,white,all service,glass fiber,snap-on,pipe insulation. Ball Valves: Bronze,Class 125,200 lb.W.O.G. All thermostats shall be approved by the Owner. 3/2 9/2018 W r i Insulate fittings with glass fiber blanket insulation and premolded PVC covers. Provide Check Valves: Bronze,Class 125,200 lb.W.O.G. ASPEN z N z submittal. BalancingValves: 125 psigfor 250F service tight shut-off,Illinois dual-purpose, 81.Freeze Detection Thermostats. Each supply system with water coils taking outside air shall w.p. Pine have a freeze detection thermostat located on the downstream side of the coil. Thermostats shall BUILDING DEPARTMENT Q I 0 balancing/shut-off valve,Hoffman,Sarco,or equivalent. Q w Buried Piping-Closed cell foam insulation,AP Armacell Armaflex or approved equal.Provide be of adjustable electric contact type,silver plated,manual reset with 20'flexible sensing bulb I >m F submittal. Surround with 4"of clean sand. 47.Refer to Fixture Connection Schedule for pipe sizes to individual fixtures. of increment type with any section capable of actuating mechanism on temperature drop below set point,thermostat shall stop fan(s)and close outside air damper.They shall have an isolated Project No. Scale: F 0 Q 24.Insulate all new refrigerant suction piping&condensate piping with flexible,closed-cell 48.Support pipe with rod and clevis or clamps.No pipe tape allowed. set of contacts for alarm system. 11082.00 N/A , elastomeric insulation. Insulation shall have a flame spread index of not more than 25 and a Drawn By: Checked By: 0 i 0 smoke-developed index of not more than 50 when test in accordance with ASTM E 84,latest 49.The piping material shall be cast iron at all pipe penetrations of fire-rated assemblies above the J SU1 JD IR z= revision. crawlspace. in z 9 M400 7 o QIo Sequence of Operation ANJ Stamp 1. Thermostats a. See"Thermostat Schedule"on sheet M001 to determine which stats perform which functions.Thermostats shall be 10. Fans programmable type and approved by owner. a. EF-1 bath exhaust fans shall each be controlled by an on/off wall switch. b. All fan coil thermostats shall include a fan only switch. b. EF-2 crawlspace exhaust fan shall be controlled by a dehumidistat. c. Line voltage thermostats shall be provided by mechanical contractor and wired by electrical contractor. c. EF-3 garage exhaust fan shall be energized via an occupancy sensor in the garage ceiling.Once energized,fan shall run for 30 minutes(adj)as set by adjustable timer.Any trigger of the occupancy sensor during the timed run period 2. B-1&B-2 Boilers(Central) shall reset the timer. a. Integral boiler controls shall stage,modulate,and rotate B-1&B-2 boilers to maintain heating water setpoint at d. SF-1 mechanical room supply fan shall be controlled by a line voltage cooling thermostat.temperature sensor TS-1. OM I -, N b. Heating water temperature shall be reset based on outdoor air temperatures(140°F @-20°F to 90°F @ 70°F). 11. ERV-1 Energy Recovery Ventilator&EDH-1 Electric Duct Heater 04. 0 w c. HWS setpoint shall be ramped up to 180°F(adj)on any call for domestic hot water heating. a. ERV-1 shall be controlled by a percent timer control(Renewaire PT Percent Timer Control)which shall control uj N ' d. HWS setpoint shall be ramped up to 160°F(adj)on a call for kitchen make-up air from FC-3. percent of unit operation per hour(adjustable from 0 to 100%).Refer to sheet M001 for location. N 1LV ' in w e. HWS setpoint shall be ramped up to 160°F(adj)on a call for snowmelting. b. ERV-1 shall also be controlled by(2)push button controls(Renewaire PB-L Push Button Point-of-use Control ga>- d f. P-1 or P-2 boiler pumps shall run whenever associated boiler is called to fire. Lighted).Press button once for 20 minutes of timed ventilation operation,twice for 40 minutes,and three times for 60 minutes.Press and hold button for about five seconds to cancel ventilation cycle.Refer to sheet MO.1 for ce - ( o ci 3. WH-1&2 Indirect Water Heaters locations. 0 r a. Upon a call for heating from temperature sensor TS-2 at WH-1(set at 140°F adj),P-3 water heater pump shall start. c. Wire percent timer and push button controls in parallel. 5 Z b. Upon a call for heating from temperature sensor TS-3 at WH-2(set at 140°F adj),P-4 water heater pump shall start. d. ERV-1 is tied into FC-1&FC-4 fan coils,however no interlocks are required.Fan coils do not need to run for ERV O NI Z �' 0 c. RP-1 domestic hot water recirculation pump shall be controlled automatically. to be fully effective. V 0• > 0 X e. EDH-1 shall be located at ERV-1 fresh air supply duct. IC...7 Q 4 � 4. Radiant Floor Heating f. EDH-1 shall be controlled by a single phase SCR control.SCR control shall modulate coil to maintain 70°F(adj) z a a. The Tekmar 423 universal reset module shall control the Tekmar 741 actuating motor at MV-1 motorized mixing discharge air temperature. - a 0 LL w valve.Valve position shall be modulated via floating action to maintain heating water supply setpoint at temperature w k sensor TS-5.Setpoint shall be reset based on outdoor air temperatures(140°F @-5°F to 90°F @ 70°F). 12. Steam Humidifiers z 16 b. Upon a call for first stage heat from thermostat,associated on/off zone valve on heating water return pipe located in a. Provide(1)outdoor temperature sensor and(1)humidistat controller with remote transducer for each humidifier. k7 0 i- 5 the mechanical room shall open.Heating water pump P-6 will already be operating(see"Pumps"sequence for b. Upon a call for humidification from room mounted humidity transducer,associated fan shall start and once airflow z tP X i 0 additional information on P-6). is proven by air proving switch,humidifier shall start.Humidifier shall cycle to maintain humidity setpoint. I." tip 0 in 4 c. Include Tekmar 073 slab sensors at each radiant floor zone for floor warming/floor protection functionality. c. Include a high limit duct humidistat located in the supply air duct,downstream of the steam absorption zone to @ m p Radiant floor shall be the first stage of heating,fan coils shall be the second stage where applicable. disable humidifier if levels are too high. Y 0 m d. Humidistat controller shall automaticallyreset the humiditysetpoint based on outdoor temperature.Outdoor reset tP P 5. FC-1 Fan Coil(Multi-Zone)&CU-1 Condensing Unit(Two-Stage) curve shall be adjustable. p r a. COOLING:Upon a call for cooling,fan shall start and CU-1 condensing unit shall be enabled.Condensing unit e. Humidification shall be disabled during calls for cooling and make-up air. shall be staged by the zoning control board to meet the cooling load. f. Integral controls shall automatically temper hot drain water by mixing cold domestic water to comply with code. b. HEATING:Upon a call for heating,fan shall start,on/off zone valve on heating water return pipe in the mechanical PE Stamp m room shall open,and boilers shall be enabled.Heating water pump P-6 will already be operating(see"Pumps" 13. Electric Heat Mats _-,-„,,,t m o sequence for additional information on P-6).Fan coil shall be the second stage of heat. a. EHM-X shall be controlled by a wall mounted programmable thermostat and floor sensor.Refer to Sheet M001 for oPPno::°FNs 4i N u c. ZONING:Provide a zoning system.Zoning system shall include 2 zone dampers,1 modulating bypass damper,and thermostat and floor sensor location. ;'aa,�+°S'J.tioG�o ttr p 7 am 2(lelrs mi i 0 0 controls as required.Zone dampers shall open/close based on cooling/heating demand.Bypass damper shall r . 3 ? i -0 modulate to maintain constant supply duct static pressure at pressure sensor mounted in supply air duct and shall not 14. Steam Generator %.a 5• / • o_ be tied into zoning system.Exact static pressure setpoint shall be determined by contractor during TAB.Initial a. Steam generator shall be controlled by Mr.Steam controls. VI% , ,.•., d o setpoint is estimated to be approximately 0.5"w.c.When all zone dampers are in the open position,bypass damper, 1ire' h;`0'ti r m o when setup properly,shall be fully closed. 15. Pumps 0 si d. HUMIDIFICATION:See"Steam Humidifiers"sequence. a. P-1 B-1 boiler pump:on whenever boiler is called to fire. N o b. P-2 B-2 boiler pump:on whenever boiler is called to fire. W ofr 6. FC-2 Fan Coil(Multi-Zone)&CU-2 Condensing Unit(Two-Stage) c. P-3 WH-1 water heater pump:on upon a call for DHW heating from TS-2 temperature sensor. o W a. COOLING:Upon a call for cooling,fan shall start and CU-2 condensing unit shall be enabled.Condensing unit d. P-4 WH-2 water heater pump:on upon a call for DHW heating from TS-3 temperature sensor. shall be staged by the zoning control board to meet the cooling load. e. P-5 FC-3 fan coil pump:on during a call for make-up air and when not shutdown by W W SD(warm weather shut T (1 in b. HEATING:Upon a call for heating,fan shall start,on/off zone valve on heating water return pipe in the mechanical down).Pump is to be controlled for variable speed pumping via Tekmar 356 mixing control.Pump shall run full 1� �1 m o room shall open,and boilers shall be enabled.Heating water pump P-6 will already be operating(see"Pumps" speed(bypass Tekmar 356 control)upon a call for second stage heating. C g z sequence for additional information on P-6).Fan coil shall be the second stage of heat. f. P-6 space heating pump:pump shall be modulated by integral Grundfos controls.Pump shall run constantly when ' �a c. ZONING:Provide a zoning system.Zoning system shall include 2 zone dampers,1 modulating bypass damper,and Tekmar Control system is NOT in WWSD(warm weather shut-down).Grundfos Magna pump is equipped with an E controls as required.Zone dampers shall open/close based on cooling/heating demand.Bypass damper shall integrated variable frequency converter to automatically vary pump speed based on flow demand.Set pump to O O LL modulate to maintain constant supply duct static pressure at pressure sensor mounted in supply air duct and shall not "Proportional Pressure"mode with a"Flow Limit"setting of 19 gpm.Pump will run even when there are no zone .--I t-1 be tied into zoning system.Exact static pressure setpoint shall be determined by contractor during TAB.Initial valves calling.This is OK because the pump will slow down to a very slow speed and very little electrical energy ITI a a setpoint is estimated to be approximately 0.5"w.c.When all zone dampers are in the open position,bypass damper, will be used. w s. F N when setup properly,shall be fully closed. g. P-7 HX-1 heat exchanger pump:on upon a call for snowmelting from TS-6 temperature sensor. .--.1 g h. P-8 snowmelt pump:on whenever there is a call for snowmelting from SZ-1. 1� 00 ;di7. FC-3 Fan Coil(Single-Zone,Make-up Air)&CU-3 Condensing Unit(Single-Stage) i. RP-1 domestic hot water recirculation pump:controlled automatically by integral controls. ^I diQ a. COOLING:Upon a call for cooling,fan shall start and CU-3 condensing unit shall be enabled.Condensing unit O a O z t shall be cycled by integral controls to meet the cooling load. a U w m b. HEATING:Upon a call for heating,fan shall start and boilers shall be enabled.Heating water pump P-5 shall start O m i and run full speed.Fan coil shall be the second stage of heat. Z '' c. KITCHEN MAKE-UP AIR:FC-3 blower shall be electrically interlocked with Kitchen exhaust hood.Normally ("I d)P closed OSA damper shall partially open(1200 CFM)and normally open RA damper shall partially close(500 a w CFM).P-5 make-up air pump shall start to flow coil and boilers shall be enabled.Pump speed shall be varied by l �✓�/. ii Tekmar 356 control to maintain 70°F(adj)discharge air temperature at TS-4 temperature sensor(mounted at FC-3 �{ Let �1 discharge).P-5 pump shall be disabled if OSA temperature is greater than 65°F(adj).Pump shall run full speed U �4 ff al>- upon a call for second-stage heating. J ?as 4t --I in ry 8. FC-4 Fan Coil(Multi-Zone)&CU-4 Condensing Unit(Two-Stage) 7t w a. COOLING:Upon a call for cooling,fan shall start and CU-4 condensing unit shall be enabled.Condensing unit ,-.1 ?ry shall be staged by the zoning control board to meet the cooling load. m b. HEATING:Upon a call for heating,fan shall start,on/off zone valve on heating water return pipe in the mechanical Cl) In 0 room shall open,and boilers shall be enabled.Heating water pump P-6 will already be operating(see"Pumps" y o sequence for additional information on P-6).Fan coil shall be the second stage of heat. 8 a c. ZONING:Provide a zoning system.Zoning system shall include 4 zone dampers,1 modulating bypass damper,and 0-1 controls as required.Zone dampers shall open/close based on cooling/heating demand.Bypass damper shall a tY modulate to maintain constant supply duct static pressure at pressure sensor mounted in supply air duct and shall not I issued For w be tied into zoning system.Exact static pressure setpoint shall be determined by contractor during TAB.Initial No. Date Comment setpoint is estimated to be approximately 0.5"w.c.When all zone dampers are in the open position,bypass damper, I II/30/I1 COORDINATION .Y a when setup properly,shall be fully closed. 2 2/16n8 PERMIT 5 a d. HUMIDIFICATION:See"Steam Humidifiers"sequence. 0 2 9. Snowmelting N E a. Provide(1)snow/ice sensor and socket(Tekmar 091/094).Refer to M001 for location. a w b. Provide(1)Tekmar 654 snowmelt controls. c. Upon a call for snowmelting from snow/ice sensor,P-8 snowmelt pump and P-7 heat exchanger pump shall start, SEQUENCE OF N T and boiler shall be enabled.Tekmar control shall cycle P-7 to maintain snowmelt water supply setpoint at TS-6 OPERATIONN,�EIVED w i temperature sensor. Setpoint shall be 120°F(adj). t N d. Provide a 12-hour timer switch in the mechanical room for manual override. o 3/29/2018 B r e. Tekmar system shall be setup for W W SD(warm weather shut down)at approximately 45°F(adj).System shall not � operate if outdoor temperature is above this setting. ASPEN z N z f. Tekmar system shall be setup for CWCO(cold weather cut out)at approximately 10°F(adj).System shall not BUILDING DEPARTMENT 0 w T operate if outdoor temperature is below this setting. I a x w Project No. Scale: t]IY 4 Q 11082.00 N/A 0 z Drawn By: Checked By: 9 i.if 0 JSW ADR 1,,,z 14 M401 !o QIo SMALLWOOD HOUSE r r ELECTRIC LOAD SUMMARY 1411 Crystal Lake Road Smallwood Residence TYPE SQ.FT. Aspen,CO 81611 Residential 9229 VA/S.F.OR CITY. VA TOTAL NOTES ,UPPER FLOOR T L r GENERAL LIGHTING LOAD BUILDING DISTRIBUTION GENERAL LIGHTING 3 27,687 27,687 Per NEC 220.82(B)(1) 240V, 600-AMP, SMALL APPLIANCE 3 1,500 4,500 Per NEC 220.82(B)(2) 1PH, 3W, 35K AIC LAUNDRY 1 1,500 1,500 Per NEC 220.82(B)(2) r 1 2"C - 3#3/0 AWG & #6 GND TOTAL 33,687 t^1 • 200A/2P - APPUANCE LOADS Per NEC 220.82(8)(3)&(4) M E N E N D E Z REFRIGERATOR 2 1,440 2,880 ARCHITECTS P C �, WINE REFRIGERATOR 1 1,440 1,44440 • i ICE MACHINE 1 1,200 1,200• 200A/2P DISHWASHER 1 1,440 1,440 715 W Main Street,Suite 104 DISPOSAL 1 1,127 1,127 Aspen,CO 81611 CT CABINET RANGE HOOD 1 960 960 r r �1 /� • MICROWAVE 1 1,200 1,200 •• 200A/2P COFFEE MACHINE 1 1,200 1,200 600A/2P PNL- PNL- PNL- INSTA HOT WATER 1 1,200 1,200 WARMING DWERS 1 1,200 1,200 O ®O A O B O C O HOME AUTOMATIONRA SYSTEM 1 1,000 1,000 PAD MOUNTED UTILITY TRANSFORMER KW MLO MLO MLO WINDOW CONTROL 1 1,000 1,000 NV SYSTEM 1 1,000 1,000 UTILITY J SPACE N pm �O ®Q �O LANDSCAPE LIGHTING 1 1,000 1,000 METER O G M DRYER 1 5,000 5,000 i_ MITTEN DRYER 1 1,500 1,500 LGARAGE LMAIN FLOOR _t BOOT DRYER 1 1,500 1,500 2x(3"C - 3#350 MCM)O / SPA 1 9,600 9,600 #3/0 AWG GROUNDING O ELECTRODE CONDUCTOR ELEVATOR 1 6,720 6,720 CAR CHARGER 1 17,300 17,300 PUMPS-1,2,3,4,8 5 528 2,640 PUMPS-5,7 2 180 360 SCHEDULE 80 PVC FOR VERTICAL CONDUIT, PUMP-6 1 276 276 SCHEDULE 40 PVC FOR BEND AND HORIZONTAL RP-1 1 9 9 CONDUIT. CONDUIT TO BE IN TRENCH AT A MINIMUM OF 30". i LOWER FLOOR BOILERS 2 180 360 HUMIDIFIER-1,2. 2 3,800 7,600 WILDER ENGINEERING LLC ELECTRIC DUCT HEATER 1 2,000 2,000 Andrew Wilder PE EXHAUST FAN-1 1 15 15 DIAGRAM NOTES RISER NOTES EXHAUST FAN-2 1 12 12 1170 Blue Sage Drive EXHAUST FAN-3 1 62 62 Steamboat Springs,CO 80487 1. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED. <C> ELECTRICAL CONTRACTOR TO PROVIDE TRENCH AND CONDUIT TO UTILITY PROVIDED SF-1 1 62 62 TRANSFORMER ON SITE. ELECTRICAL UTILITY WILL BE RESPONSIBLE FOR PROVIDING ERV-1 1 317 317 P:970-819-7848 2. BRING ANY DISCOVERED CODE VIOLATIONS TO THE OWNER'S ATTENTION. WIRE FROM TRANSFORMER TO METER CABINET. TRENCH SHALL BE AT LEAST 30"DEEP STEAM GENERATOR-1 1 24,000 24,000 E:andy@wilder-eng.com AND MEET ALL REQUIREMENTS FROM THE HOLY CROSS ENERGY CONSTRUCTION HANDBOOK. 97,180 - 3. ALL BRING SHOWN IS SIZED FOR COPPER CONDUCTORS,UON O UTILITY TRANSFORMER FINAL LOCATION TO BE DETERMINED BETWEEN ELECTRICAL CONTRACTOR AND HOLY CROSS REPRESENTATIVE IN THE FIELD. TRANSFORMER SHALL NOT BE MORE THAN GEN.LTG AND APPLIANCE LOADI 130,867 r 200' FROM THE RESIDENCE FOR VOLTAGE DROP. NOTIFY DESIGN TEAM IF THIS DISTANCE IS -`-"‘\,,k EXCEEDED. DE100%FIRSTD10A000 VA 10000 Per NEC 220.82CTOR NOTES 910_0{/.6�I I I11 OBOND NEUTRAL TO GROUND BUS AND THEN TO(2)GROUND OARS AND INCOMING COLD WATER 40%FOR REMAINDER OF LOAD 48347 Per NEC 220.82(B) C:i''614A [FS 4iP(I/ PIPE. PROVIDE GROUND ROD AT 3/4"X 8'(COPPER CLAD STEEL). TOTAL 58,347 S ,•4, 4•,�Wi O • .0 4900J 'ELECTRICAL CONTRACTOR TO VERIFY WITH ARCHITECT THE LOCATION OF THE PANELS IN THE HEA7N0&COOLING Per NEC 220.82.0 j"3.1 �; 4 GARAGE. FAN COIL-1 1 1,656 1,656 �//jl . i FAN COIL-2,3 2 1,920 3,840 /'! O PROVIDEBREAKEBREAKER SPACE FOR FUTURE PHOTOVN -AMPS IN THE POWER UTU CONNECTION. FAN COIL-4 1 2,400 2,400 "'li O----- G�_ BREAKER USTR OBET BNSTALLED ATE LARGER A OPPOSITE M END OFMAN FUTURE PER NEC 705.12-D(2)3(B). CONDENSING UNIT-1 1 3,335 3,335 hIW\\ONA`EN," CONDENSING WIT-2,3_ 2 4,554 9,108 CONDENSING UNIT-4 1 6,394 6,394 TOTAL 26,733 ADD-ALTERNATE PRICING NOTES SUPPLEMENTAL HEATING 1. CONTRACTOR TO PRICE ITEMS SHOWN AS AN ADD-ALTERNATE TO THE ELECTRIC FEAT MAT-1A 1 1,608 1,608 Issue By Date&Issue Description By BID AND PRESENT TO OWNER AND DESIGN TEAM FOR DISCUSSION AND FINAL - ELECTRIC HEAT MAT-1B 1 252 252 DECISION. ELECTRIC HEAT MAT-2A 1 1,392 1,392 - PERMIT SET-2.15.18 AW OPROVIDE PANEL INTEGRATED TIER 1 SURGE PROTECTION DEVICE, SIEMENS TYPE TPS3-12, ELECTRIC HEAT MAT-2B 1 252 252 OR APPROVED EQUAL. ELECTRIC HEAT MAT-3A 1 3,060 3,060 ELECTRIC HEAT MAT-3B 1 540 540 O PROVIDE PANEL INTEGRATED TIER 2 SURGE PROTECTION DEVICE, SIEMENS TYPE TPS3-L1, ELECTRIC HEAT MAT-4A 1 1,548 1,548 OR APPROVED EQUAL. ELECTRIC HEAT MAT-4B 1 300 300 ELECTRIC HEAT MAT-5A 1 492 492 ELECTRIC HEAT MAT-5B 1 300 300 OSINGLE LINE DIAGRAM SUPPLEMENTALEEADTAR 9,744 MAN 2 DEN FACTOR FACTOR NOTES NT s 65%OF SUPPLEMENTAL HEATING LOAD 6334 Per NEC 220.82.C.4 TOTAL 6,334 TOTAL(VAIl 91,413 Gen.Ltg&Appi Load+AC 15%GROWTH/SPARE _ 13,712 OVERALL TOTAL(VA)l 105,125 Gen.Ltg&Appl.Load+AC Pitkin County Stamp: I 438 AMPS @ 240V,1-PH I SELECTED SINGLE PHASE 600-A5PS FEEDER BASED ON NEC OPTIONAL LOAD CALCULATION OLOAD CALCULATIONS KFLEIVED NTS Scale 24x36 7./29/2018 Description:CAMS PONE LINE BUILDING DEPARTMENT Project Name:SMALLWOOD HOUSE Project Number:2017123 Sheet No. E.0.001 GENERAL NOTES LIGHTING SWITCHING & CONTROLS WILL BE CONSIDERED IF SUBMITTED WITHIN 30 DAYS OF DIRECTION TO PROCEED FROM THE SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FOR A COMPLETE OWNER. EACH LUMINAIRE SUBSTITUTION REQUEST SHALL INDICATE THE ESTIMATED OR AND FUNCTIONING LIGHTING SYSTEM. POTENTIAL SAVINGS TO THE OWNER FOR THAT LUMINAIRE FROM THE SPECIFIED DESIGN. AFTER 30 DAYS, THE PROFESSIONAL TIME TO CONSIDER ANY SUCH REQUEST SHALL BE PAID = SIZE/SHAPE VARIES) SINGLE POLE SWITCH(SUPERSCRIPT DENOTES RECESSED LENSED TROFFER 2. THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR(S), AND LOW VOLTAGE CONTRACTOR(S) FOR BY THE CONTRACTOR. SUCH PAYMENT DOES NOT GUARANTEE APPROVAL. SUBMITTAL OF (SIZE/SHAPE S SIMILARLY MARKED LUMINAIRES CONTROLLED SHALL REFER TO THE LIGHTING PLANS, SCHEDULES, AND DETAILS HEREIN, INCLUDING ANY ANY SUBSTITUTION REQUEST OR VALUE ENGINEERING RECOMMENDATION SHALL NOT BE 8 ATTACHED LIGHTING SPECIFICATIONS AND PRODUCT CUTSHEETS FOR ADDITIONAL INFORMATION. CONSTRUED AS APPROVAL IN ANY WAY. THE OWNER, ARCHITECT AND LIGHTING DESIGNER TOGETHER.NO SUBSCRIPT INDICATES SWITCH "I RESERVE THE RIGHT TO REJECT ANY SUBSTITUTION OR VALUE ENGINEERING RECOMMENDATION RECESSED PARABOLIC TROFFER(SIZE/SHAPE PERMIT TO CONTROL ALL LIGHTING WITHIN ROOM,U.O.N.). 3. THE CONTRACTOR SHALL LAY OUT ALL LIGHT FIXTURE LOCATIONS AND TRANSFORMER WITHOUT EXPLANATION. VARIES) 2 onginal issue date: LOCATIONS PRIOR TO INSTALLATION FOR APPROVAL BY ALPENGLOW LIGHTING DESIGN, INC., S TWO POLE SWITCH 3/2/18 ARCHITECT, INTERIOR DESIGNER, ENGINEER(S), AND OWNER. 31.CONTRACTOR MAY BE REQUIRED TO PROVIDE TABLE TOP SAMPLES AND/OR A FAIR MOCKUP OF SPECIFIED FIXTURE AND PROPOSED ALTERNATE. THIS REQUIREMENT SHALL BE EXERCISED AT 3 revision dates: 4. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS, AND ORDINANCES OF THE OPTION OF OWNER, ARCHITECT, OR LIGHTING DESIGNER. CONTRACTOR SHALL BE SOLELY SURFACE LENSED LUMINAIRE(SIZE/SHAPE VARIES) S THREE WAY SWITCH FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. RESPONSIBLE FOR ALL COSTS INCURRED BY SUBSTITUTION REQUEST SAMPLE AND/OR MOCKUP 4 PRODUCTION AND REVIEW INCLUDING PROFESSIONAL TIME AND TRAVEL EXPENSES. S FOUR WAY SWITCH 5. MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY UL., ETL, GSA OR IISURFACE PARABOLIC TROFFER(SIZE/SHAPE ANOTHER RECOGNIZED TESTING LAB. 32.SUBSTITUTIONS OR VALUE ENGINEERING RECOMMENDATIONS SHALL ACCOMMODATE THE IMPACT VARIES) K ON OTHER SPECIFIED SYSTEMS OR PRODUCTS, SUCH AS BALLASTS, DRIVERS, AND DIMMING S KEY OPERATED SWITCH 6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES SYSTEMS. THE LIGHTING SYSTEMS ARE DESIGNED AS COMPLETE AND IT IS THE CONTRACTOR'S SHADING OF ANY LUMINAIRE INDICATES CONNECTION AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE ELECTRICAL RESPONSIBILITY FOR ANY IMPACTS OF ANY CHANGE RECOMMENDED. CONTRACTOR SHALL ® ® TO ALTERNATE POWER SOURCE(EMERGENCY,UPS, WORK. SUBMIT PRODUCTS WHICH RESULT IN A FULLY FUNCTIONING LIGHTING SYSTEM WHICH DIMMER SWITCH. NUMBER INDICATES WATTAGE OPERATES AS ORIGINALLY DESIGNED. STANDBY,ETC.)PER CIRCUITING INDICATED D RATING.IF NOT SHOWN THEN EQUAL TO LOAD. 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES AND UTILITY COMPANIES ANY SHOP DRAWINGS AS REQUIRED BY THESE AGENCIES FOR THEIR APPROVAL. 33.SUBSTITUTION REQUESTS AND VALUE ENGINEERING RECOMMENDATIONS SHALL BE DESCRIBED ON SUSPENDED LINEAR PENDANT(SIZE/SHAPE VARIES CSI STANDARD FORMS AND SHALL INCLUDE PRODUCT CUTSHEET. PRODUCTS SUBMITTED I' ) SJAMB JAMB SWITCH 8. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, OWNER, AND LIGHTING DESIGNER OF ANY WITHOUT PROPER CSI FORMS SHALL NOT BE APPROVED. MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 34.WHEN REQUESTING A SUBSTITUTION, CONTRACTOR SHALL PROVIDE UNIT AND EXTENDED PRICING O DECORATIVE PENDANT(SIZE,SHAPE VARIES) STS FOR SPECIFIED LIGHT FIXTURE, UNIT AND EXTENDED PRICING FOR PROPOSED ALTERNATE, AND TIMER SWITCH UNIT AND EXTENDED DELTA SAVINGS TO OWNER TO BE REALIZED BY USING PROPOSED 9. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, XP ALTERNATE. CONTRACTOR SHALL PROVIDE UNIT PRICING FOR EACH FIXTURE TYPE SPECIFIED TO AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING AND STANDARDS AND LOCAL PROVIDE BASELINE COMPARISON FOR SUBSTITUTION REQUEST. CONTRACTOR SHALL GUARANTEE ❑0 0 DOWNLIGHT OR POINT SOURCE- S EXPLOSION PROOF SWITCH CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR PRICING ON ALL FIXTURE TYPES FOR WHICH A SUBSTITUTION REQUEST HAS BEEN GRANTED. OF THE OBLIGATIONS OF THE CONTRACT. SURFACE,RECESSED CEILING MTD. WP THIS PRICE GUARANTEE SHALL BE PER UNIT AND SHALL BE MAINTAINED THROUGH THE END S WEATHERPROOF SWITCH OF CONSTRUCTION REGARDLESS OF QUANTITY PURCHASED. 10.ALL MATERIALS, AND EQUIPMENT SHALL BE ERECTED, INSTALLED, CONNECTED, CLEANED, ❑O> 0> DIRECTIONAL OR WALLWASH- ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE SURFACE,RECESSED CEILING MTD. FAN LINE VOLTAGE,VARIABLE SPEED FAN CONTROL MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. 35.EQUIPMENT DELIVERY LEAD-TIME SHALL NOT BE HELD AS A VALID REASON FOR REQUESTING S FIXTURE SUBSTITUTION UNLESS FIXTURE LEAD-TIME FROM SPECIFIED MANUFACTURER IS IN LOCATE ADJACENT TO ADJACENT TO LIGHT SWITCHES, EXCESS OF 14 WEEKS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 4 RECESSED BATH FAN OR FAN/LIGHT 11.ALL CUTTING, DRILLING, AND PATCHING OF MASONRY, STEEL OR IRON WORK BELONGING TO DETERMINE NECESSARY EQUIPMENT LEAD TIMES, DELIVER SUBMITTALS FOR REVIEW IN A TIMELY THE BUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAY BE FASHION, AND PLACE ORDERS ACCORDINGLY TO ENSURE TIMELY DELIVERY. MULTI-BUTTON LIGHTING CONTROL SWITCH PROPERLY INSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT SURFACE OR PENDANT CEILING FAN- S_,„ INDIVIDUAL SWITCH CONFIGURATION VARIES. AT THE DIRECTION OF THE ARCHITECT, ENGINEER, OR THEIR REPRESENTATIVE. 36.CONTRACTOR SHALL ADJUST AIMABLE LUMINARIES AS DIRECTED BY LIGHTING DESIGNER. PROVIDE APPROPRIATE BRACED JUNCTION BOX CONTRACTOR SHALL PROVIDE MANPOWER AND EQUIPMENT, INCLUDING LADDERS, LIFTS, TOOLS, ETC., AND ALLOW FOR THIS ACTIVITY TO OCCUR DURING PREMIUM NIGHT AND/OR WEEKEND [PC PHOTOCELL 12.ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW UNLESS SPECIFICALLY TIME. CONTRACTOR SHALL INCLUDE A MINIMUM OF 20 HOURS IN HIS BID FOR THIS EFFORT. INDICATED AS EXISTING TO BE REUSED. LINEAR LOW VOLTAGE COVE OR UNDERCABINET 37.CONTRACTOR SHALL CONCEAL REMOTE POWER SUPPLIES AND TRANSFORMERS IN ATTICS, 13.EXCEPT AS NOTED OTHERWISE, ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN ON CRAWL SPACES, OR SIMILAR ACCESSIBLE LOCATIONS. MAXIMUM WIRE RUN TO THE END OF THE ITC TIME CLOCK DRAWINGS INCLUDING LABOR, EQUIPMENT, AND MATERIALS SHALL BE IN STRICT COMPLIANCE FIXTURE SHALL NOT EXCEED 75 FEET. ) O P TRACK OR LOW VOLTAGE LIGHTING WITH HEADS WITH THE BUILDING STANDARDS. 38.THE GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR(S), AND LOW VOLTAGE CONTRACTOR(S) i-OS OCCUPANCY SENSOR-WALL MOUNTED O 14.COMMERCIAL APPLICATIONS: THE CONTRACTOR MAY PROVIDE COMPLETE METAL RACEWAY MAKLL ASK QUESTIONSLTESS TOELEPHONE, ON R TR WRITTEN CORRESPONDENCE IONSIOR H I--I STRIPLIGHT SYSTEMS AND ENCLOSURES FOR ALL WIRING THROUGHOUT THE EXTENT OF THE REQUIRED FED MAKING A COMPLETE MESS BUGBLATTER THINGS. CONTRACTORS WHO FAIL TO ASK QUESTIONS SHALL BE SYSTEM. RESIDENTIAL APPLICATIONS MAY USE NON METALLIC WIRE (ROMEX). FED TO THE RAVENOUS BEAST OF TRAAL. OS 360 DEGREE OCCUPANCY SENSOR-CEILING MTD. 0 39.THE GENERAL CONTRACTOR SHALL CONFIRM THAT ALL BIDDERS AND SUBCONTRACTORS HAVE I I STRIPLIGHT WITH REFLECTOR OR LENS Q 15.MC CABLE MAY BE USED FOR ALL BRANCH CIRCUITING. MC CABLE SHALL NOT ENTER INTO READ THE PRECEDING THIRTY-EIGHT NOTES BY SUBMITTING A SCAN OR PHOTOGRAPH OF THIS 0 PANELBOARDS. ELECTRICAL CONTRACTOR SHALL UTILIZE EMT OUT OF THE PANELBOARD INTO A NOTE, SIGNED BY THE BIDDER(S). BIDDERS WHO FAIL TO SUBMIT THIS NOTE SHALL HAVE FULL BOX, GUTTER, OR SIMILAR DEVICE, AND THEN RUN MC CABLE FOR THE REMAINDER OF THEIR BIDS REJECTED WITHOUT CONSIDERATION. Q SCONCE,"FOOT"INDICATES WALL MOUNTING. OS- 180 DEGREE OCCUPANCY SENSOR-CEILING MTD. Ct BRANCH CIRCUITING RUN. MINIMUM RACEWAY SIZE SHALL BE 1/2" UNLESS OTHERWISE W INDICATED. MC CABLE MAY ONLY BE USED IN CONCEALED LOCATIONS. 40.THE GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF TWELVE (12) PERFORATED PASTRY VERIFY HEIGHT WITH ARCHITECT,INTERIOR DESIGNER. (n IJJ Y 0 UNITS AND COFFEE AT ALL CONSTRUCTION MEETINGS. DECAFFEINATED COFFEE SHALL BE CORRIDOR/AISLE OCCUPANCY SENSOR-CEILING REJECTED WITHOUT CONSIDERATION. THE CONTRACTOR SHALL PROTECT THE CONSTRUCTION 0 WALL MOUNTED LINEAR (SIZES VARY) FOS� Q 0 16.FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH DOCUMENTS FROM DIRECT CONTACT WITH THE PERFORATED PASTRY UNITS. MOUNTED Q J Q FLEXIBLE STEEL CONDUIT, 'A" MINIMUM. POWER DEVICES �-- OCCUPANCY SENSOR&SWITCH GANGED UNDER A = -ICt 17.ALL NEW CIRCUITS SHALL HAVE A GROUND WIRE INSTALLED. Q RECESSED$TEPLIGHT S-p 10813 COMMON COVER PLATE. OCCUPANY SENSOR TO 0 < 0 SYMBOL DESCRIPTION -1 CONTROL ALL LIGHT FIXTURES IN ROOM WITH 0 I- 18.ALL WIRE NOT INSTALLED IN CONDUIT AND IN THE CEILING SHALL BE PLENUM RATED. 1/2 LIGHT REDUCTION CONTROLLED BY SWITCH, (I) 0 ® SIMPLEX RECEPTACLE-WALL,CEILING,ON ALT. * a D 0 BATTERY POWER EMERGENCY UNIT EQUIPMENT DESIGNATED BY LETTER. >_ U 19.IN SUSPENDED CEILINGS, SUPPORT CONDUIT AND JUNCTION BOXES DIRECTLY FROM THE (SEE LUMINARE SCHEDULE FOR QUANTITY OF - STRUCTURAL SLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH = DUPLEX RECEPTACLE-WALL,CEILING,ON ALT. HEADS)-WALL,CEILING MOUNTED. CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPLINE �-� DOUBLE DUPLEX RECEPTACLE-WALL,CLG,ON ALT. LCP# COMPONENLIGHTING TS. ROL 20V OR 27L AND T/CIATED CONTROL Q U UNLESS THE CEILING HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE. ILLUMINATED EXIT SIGN,SHADED QUADRANT J w INDICATES FACES,ARROWS AS SHOWN POWER AS REQUIRED OR AS INDICATED. C 20.SHOULD ACTUAL FIELD CONDITIONS REQUIRE INDICATED CIRCUIT DESIGNATIONS TO VARY, -G AB RECEPTACLE TYPE SHOWN-WALL-ABOVE COUNTER L-J C (n INDICATE THE CIRCUIT NUMBER USED ON THE AS-BUILT DRAWINGS. BACKSPLASH. SEE ARCHITECTURAL DRAWINGS. (J) Q "ON ALT." SHADED RECEPTACLES NOTED"ON ALT."ABOVE ARE 0 FLOOR OR GRADE MOUNTED BOLLARD I T REMOTE MOUNTED LINE TO LOW-VOLTAGE FUSED 21.ALL FACE PLATE AND DEVICE COLORS SHALL BE APPROVED BY ARCHITECT, INTERIOR TRANSFORMER OR POWER SUPPLY.CONCEAL FROM DESIGNER, AND OWNER. CONNECTED TO ALTERNATE POWER SOURCE(EMERG., VIEW. STANDBY,UPS,ETC.)PER CIRCUITING INDICATED _ 22.ALL BATTERY BACKUP EMERGENCY LIGHTING AND EXIT LIGHTS SHALL BE WIRED AHEAD OF ANY 10 I FLUSH GRADE POINT SOURCE ,.›, LOCAL SWITCHING, UNLESS OTHERWISE NOTED. p DUPLEX RECEPTACLE-WALL-HALF SWITCHED ' 23.THE CONTRACTOR SHALL VERIFY THE CEILING TYPE BEFORE ORDERING LIGHTING FIXTURES. it • El POLE MOUNTED LUMINAIRE-SINGLE OR DUAL HEAD . v• COMBINATION SWITCH/DUPLEX RECEPTACLE LIGHTING REFERENCES i ,z - ® POLE TOP MOUNTED LUMINAIRE 24.THE CONTRACTOR IS TO REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ALL ,/- � -��, .. FIRE-RATED PENETRATION INSTALLATION REQUIREMENTS. DUPLEX RECEPTACLE-WALL-WITH INTEGRAL + ' o'§ •?GFCI GROUND FAULT CIRCUIT INTERRUPTER 1. IESNA HANDBOOK 9TH EDITION,2000, �_ 25.THE CONTRACTOR IS TO NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY FIXTURES WITHIN A 2. NATIONAL ELECTRIC CODE VERSION USED:2014 - - u c FIRE RATED CEILING OR WALL. FIRE RATING MUST BE MAINTAINED FOR THIS TYPE OF N IT: -o- INSTALLATION WITH DRYWALL TENTING OR LISTED FIREBOX ASSEMBLY. .9 WP RECEPT.TYPE SHOWN W/WEATHERPROOF COVER 3. IECC 2015 I 0 v 26.BIDS SHALL HAVE LINE-ITEM PRICING. BIDS WHICH SHOW LOT PRICING FOR LIGHTING FIXTURES +42" RECEPT.TYPE SHOWN AT SPECIAL HEIGHT 4' r ,� AND/OR LIGHTING CONTROLS SHALL BE REJECTED WITHOUT CONSIDERATION. BIDDER SHALL LUMINAIRE MARKING CONVENTIONS: �,. HAVE FIVE (5) BUSINESS DAYS TO RESUBMIT LINE-ITEM PRICING. AFTER FIVE (5) BUSINESS LETTER DESIGNATION FOLLOWED BY SEQUENTIAL NUMBER C T. DAYS, BID SHALL BE CONSIDERED TO BE NULL AND VOID AND WILL BE REJECTED. BIDDERS 0CLOCK HANGER RECEPTACLE LIGHTING SHEET INDEX , , v °,, WARRANT THEIR COMPLIANCE WITH THE ROBINSON-PATMAN AND CLAYTON ACTS. F* =FLUORESCENT Y -4 MOTORIZED SHADE.VERIFY MOTOR LOCATIONS WITH A* =INCANDESCENT IZ S 27.SUBMIT PRODUCT DATA DESCRIBING FIXTURES, LAMPS, BALLASTS, AND EMERGENCY LIGHTING H* = UNITS WITHIN 30 DAYS OF DIRECTION TO PROCEED FROM THE OWNER. ALL NOTATIONS SHALL SHADE VENDOR AND INSTALLER. LIGHT-000 LIGHTING LEGEND �y L* =LED REC �ro BE .PDF FORMAT OR LASER PRINTED. ARRANGE PRODUCT DATA FOR FIXTURES IN ORDER OF LIGHT-001 LIGHTING SCHEDULE FIXTURE DESIGNATION. AFTER 30 DAYS, THE PROFESSIONAL AMOUNT OF TIME TO CONSIDER D* =DECORATIVE(NUMBERED BY ROOM,i.e.D107) ®I FLUSH FLOOR BOX DEVICE-DEVICE TYPE PER LIGHT-002 PANEL SCHEDULES 3/29 ANY SUBMITTAL SHALL BE PAID FOR BY THE CONTRACTOR. SUCH PAYMENT DOES NOT S* =SITE SPECIFIC ���•. GUARANTEE APPROVAL. COSTS INCURRED TO THE PROJECT DUE TO PROBLEMS ARISING FROM SYMBOLS ABOVE X* =EXIT SIGN LIGHT-003 PANEL SCHEDULES LATE SUBMITTALS ARE TO BE PAID BY THE CONTRACTOR. TWO (2) RESUBMITTALS SHALL BE I E* =EMERGENCY SPECIFIC LIGHT-101 SITE LIGHTING PLAN ASPEN • ALLOWED PER PROJECT. AFTER TWO (2) RESUBMITTALS, THE PROFESSIONAL TIME TO LIGHT-102 LOWER LEVEL LIGHTING PLAN BUI il klgldosfPft G presented CONSIDER ANY RESUBMITTALS SHALL BE PAID FOR BY THE CONTRACTOR. SUCH PAYMENT ® PEDESTAL FLOOR DEVICE-DEVICE TYPE PER LIGHT-103 MAIN LEVEL LIGHTING PLANspecifications,°°dI"°s '°ad vthese DOES NOT GUARANTEE APPROVAL. COSTS INCURRED TO THE PROJECT DUE TO PROBLEMS SYMBOLS ABOVE 0>A* RESIDENTIAL CIRCUITING: LIGHT-104 UPPER LEVEL LIGHTING PLAN ",ne.i�mm9,g'o C.0.0nmi�a ee ARISING FROM MULTIPLE RESUBMITTALS ARE TO BE PAID FOR BY THE CONTRACTOR. 1071 107#=ARCHITECTURAL ROOM NUMBER used on other work without mitten per.ssior 28.THE EXPRESSION "..OR AS APPROVED" OR "..OR APPROVED EQUAL" OR "..OR EQUAL" MEANS IN RAISED FLOOR-SEE ARCH DWGS;WITH ###1=SEQUENTIAL CIRCUIT IN ROOM. LEGEND THAT COMPETING PRODUCTS OF A SIMILAR NATURE ARE THOUGHT TO EXIST. THE 0 V ®V MULTI-SERVICE FLOOR BOX CAST IN CONC.OR F* CONTRACTOR IS ENCOURAGED TO PROPOSE SUBSTITUTION REQUESTS OF SUCH EQUIVALENT RECEPTACLES&SIGNAL OUTLETS AS NOTED. [••••••••p COMMERCIAL CIRCUITING: PRODUCTS AS LONG AS THE PRODUCT CONFORMS TO ALL PARTS OF THIS SPECIFICATION. C 7 3(1-4)=CIRCUIT NUMBER/CONTROLLED BY LOW LIGHT- WHERE THE ABOVE NOTED EXPRESSIONS ARE OMITTED OR EXPRESSION SUCH AS "NO SUBSTITUTIONS" APPEARS THE CONTRACTOR SHALL PROVIDE ONLY THE PRODUCT INDICATED. 3(1-4) VOLTAGE CONTROL(ZONE INDICATED 29.SUBSTITUTION REQUESTS AND VALUE ENGINEERING RECOMMENDATIONS FROM THE CONTRACTOR O PROVIDE BLANK COVER U.N.O.OX WITHIN PARENTHESIS).COVER SEE LIGHTING 000 CONTROL SCHEDULE. L❑MI❑AIRE ❑❑❑ED❑LE SMALLWOOD RESIDENCE — — LAMP INFORMATION 12"MIN. LAMP TYPE TOTAL RECESS m I� TYPE SPECIFICATION / DESCRIPTION TYPE QTY. COLOR TEMP MANUFACTURER CATALOG NUMBER VOLT MOUNTING UEPTH REMARKS 4/ N PROVIDEACCENT FIXTURE _ CRI WATTS NOTE:ALL DEVICES PROVIDE 45*ANGLE EXTRUSION AND LENS OUTPUT PROVIDE SWITCH LEG AND O—tovocCONDUCTORSAND OWTo LOW OAD E INDICATED TO BE INSTALLED J(ALL)OUTPUT STATION(MAX 2501 REFER TO LINE AND LOW VOLTATIONSD SCHEDULES. 120 VARIES AT DIFFERENT MOUNTING VALENCE REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURE SPECIFICATIONS. _ HEIGHTS AND LOCATED CEILING SMALL SIZE SURFACE DECORATIVE TBD WITHIN ONE STUD SPACE D1 PROVIDE 0-10VDC PER SCHEDULE LED 50 120 SURF CLG PERMIT FROM EACH OTHER SHALL f I LCP I . ALIGN VERTICALLY,ON THE MEDIUM SIZE SURFACE DECORATIVE TBD original issue date: SAME SIDE OF THE STUD. D2 PROVIDE 0-10VDC PER SCHEDULE LED 50 120 SURF CLG 3/2/18 WHERE WALL MOUNTED TELEPHONES OCCUR OVER UPPER CABINET reo,slon dates LIGHT ETC. OFFSET LARGE SIZE SURFACE DECORATIVESCHEDULE Teo CONTROLS,ETC.OFFSET ONE D3 PROVIDE 0-10VDC PER SCHEDULE LED 50 120 SURF CLG 90„ STUD SPACE. 2"BETWEEN 1 1 PROVIDE TBD BOXES TYP. D4 PROVIDE 0-10VDC PER SCHEDULE LED 50 120 SURF WALL LCD NM VALENCE PER ARCHITECTURAL& TO TOP ALIGN TOP OF BOXES MILLWORK DESIGN VANITY SCONCE Teo OF S L D O �041 / D5 PROVIDE 0-10VDC PER SCHEDULE LED 50 120 SURF WALL CABINET y 60 LED UNDERCAB FIXTURE, 1"SQUARE RECESSED IC DOWNLIGHT,INTEGRAL DRIVER 90CRI SLV Q� ��pp PROVIDE 45*ANGLE EXTRUSION AND LENS a NOMINAL 525 LUMEN,GOLD REFLECTOR LED , 3000*K 10 ]B„B3u—]3ozzaA 120 REC CLG 7" ABOVE COUNTER LED l' 48" PROVIDE ADDITIONAL EXTRUSION AS WIREWAY, 2-3/4"SQUARE RECESSED IC DOWNLIGHT,INTEGRAL DRIVER 90CRI SLV rn R7)FA(IN-�� 44" ONE SIDE ONLY L2 NOMINAL 1000 LUMEN,GOLD REFLECTOR AO* LED 1 3000*KED 12L 781291 U-705084U 120 REC CLG 7" YM YY Y' 18" I WALL/BACKSPLASH RECESSED NOMINAL 3.5"ADJUSTABLE INSULATED—CEILING DOWNLIGHT 90CRI HDL—HP—S—IC—Al 7—T—18— / / / FINISHED FLOOR L3 INTEGRAL DIMMABLE POWER SUPPLY,TRIMMED BEVELED SQUARE TRIM,WHITE FLANGE, SILVER INTERIOR PROVIDE SP,MFL,FL OPTICS 5—YEAR WARRANTY LED 1 3000*K 20 LED AMERLUX 120—LE/TE—HDL—HP—SA— 120 REC CLG 7-3/16" , . . SLVN—SP-309 RECESSED NOMINAL 3.5"ADJUSTABLE INSULATED—CEILING SHOWER DOWNLIGHT 90CRI HDL—HP—S—IC—A17—T—18— GENERAL NOTES L4 INTEGRAL DIMMABLE POWER SUPPLY,TRIMMED BEVELED SQUARE TRIM,WHITE FLANGE, LED 1 3000*K 20 AMERLUX 120—LE/TE—HDL—HP—SPASHW— 120 REC CLG 7-3/16" COUNTER TOP SILVER INTERIOR.PROVIDE SP,MFL,FL OPTICS.5—YEAR WARRANTY LED NFL-309 A. HEIGHTS SHOWN ARE TYPICAL TO TOP OF BOX,UNLESS OTHERWISE NOTED. LINEAR FLEXIBLE LED RIBBON WITH INTERIOR JACKET,REMOTE POWER SUPPLY— 3000*K PL—FLEXSR590—WW—INT-30K-24 L5 REFER TO PLANS FOR SIZING.OPAL LENS—OLC SERIES LED 12/, 2.7W 4.5/FT PARADIGM LED PL—AMC-1616 UNDERCAB 24VDC SURF B. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS,DEVICE SHALL BE 45 DEGREE UNDERCAB EXTRUSION 50,000HR CENTERED VERTICALLY BETWEEN TOP OF DOOR TRIM AND CEILING LINE AND CENTERED HORIZONTALLY ON DOOR OPENING,UNLESS OTHERWISE NOTED. LINEAR FLEXIBLE LED RIBBON WITH INTERIOR JACKET,REMOTE POWER SUPPLY— 3000*K PL—FLEXSR590—WW—INT-3OK-24 L5A REFER TO PLANS FOR SIZING.OPAL LENS—OLC SERIES LED 12/FT 2.7W 4.5/FT PARADIGM LED PL—AMC-1506 PL—ECL-1506 24VDC SURF C. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER 5/8"DEEP U—CHANNEL 50,000HR THOSE SHOWN ABOVE.CONTRACTOR SHALL ALWAYS REFER TO ARCHITECTURAL LINEAR FLEXIBLE LED RIBBON WITH INTERIOR JACKET,REMOTE POWER SUPPLY— 3000*K PL—FLEXSR590—WW—INT-30K-24 DRAWINGS PRIOR TO INSTALLING J-BOXES AND BACKBOXES.INFORM LIGHTING DESIGNER LOB REFER TO PLANS FOR SIZING.OPAL LENS—OLC SERIES LED 12/FT 2.7W 4.5/FT PARADIGM LED PL—AMC-1506 PL—ECL-1506 24VDC SURF AND ARCHITECT OF CONFLICTS. CLOSET RATED SYSTEM 50,000HR LINEAR FLEXIBLE LED RIBBON WITH INTERIOR JACKET,REMOTE POWER SUPPLY— 3000*K PL—FLEXSR590—WW—INT-36K-24 D. DO NOT MOUNT THERMOSTATS OR TEMPERATURE SENSORS ABOVE DIMMERS.INFORM L5C REFER TO PLANS FOR SIZING.OPAL LENS—OLC SERIES LED 12/FT 2.7W 4.5/FT PARADIGM LED PL—AMC-1506 PL—ECL-1506 24VDC SURF LIGHTING DESIGNER OF CONFLICTS. WALL GRAZE LENS—INTERIOR 50.000HR LINEAR FLEXIBLE LED RIBBON WITH EXTERIOR JACKET,REMOTE POWER SUPPLY— 3000*K '1_—FLEXSR590—WP—WW—INT-30K-24 L5D REFER TO PLANS FOR SIZING.OPAL LENS—OLC SERIES LED 12/FT 2.7W 4.5/FT PARADIGM LED PL—AMC-1506 PL—ECL-1506 24VDC SURF WALL GRAZE LENS 50,000HR WGL ELECTRICAL, TELECOM AND SIGNAL SYSTEM 6"SQUARE SURFACE DOWNLIGHT,3/4"THICK,SUITABLE FOR 4"OCTAGONAL J—BOX, LIGHTOLIER 565930K10 DEVICE MOUNTING HEIGHTS & ALIGNMENT L6 FORWARD PHASE DIMMABLE,WET LISTED.WHITE TRIM,SUITABLE FOR CLOSETS LED 3000*K 5 JUNO SF50—SINO]LM-30K-90CRI-12OFRPC WA20 SURF CLG LED U N D E R C A B N E T LIGHT INSTALLATION NOMINAL 900 LM,50,000 HOUR,90 CRI LED ONTECH SMTS6-30K-12D1—W Q SCALE.NONE 4"SQUARE SURFACE DOWNLIGHT,3/4""THICK,SUITABLE FOR 3"OCTAGONAL J—BOX, LIGHTOLIER S4S830K7 SCALE:NONE L] FORWARD PHASE DIMMABLE,WET LISTED.WHITE TRIM,SUITABLE FOR CLOSETS LED 1 3000*K 10 120 SURF CLG NOMINAL 600 LM,50,000 HOUR 90 CRI LED CONTECH SMTS4-30K-12D1—W 14"SQUARE SURFACE DOWNLIGHT,3/4""THICK,SUITABLE FOR 3"OCTAGONAL J—BOX, JUNO JSFSQ-141N18LM-30K-90CRI-120FRPC—WH LB FORWARD PHASE DIMMABLE,WET LISTED.WHITE TRIM,SUITABLE FOR CLOSETS LED 1 3000*K 20 120 SURF CLG NOMINAL 600 LW,50,000 HOUR 90 CRI LED SEMI—RECESSED STEPLIGHT,NOMINAL 2-3/8"SQUARE,1/2"PROJECTION,SINGLE—SIDE 80+CRI MOLTOLUCE L9 EMITTER.REMOTE REVERSE—PHASE DIMMING DRIVER,66 FIXTURES MAX. LED 1 3000*K 30 56-52-00-1 P70418-500 120 SURF WALL MATTE CHROME FINISH,WET LISTED LED SEMI—RECESSED GIMBAL PUCK WITH ZOOMING OPTICS MOLTOLUCE 6" TYP. L,o REMOTE POWER SUPPLY,PROVIDE MINI—TOGGLE SWITCH AT FIXTURE LED 1 3000K 1.5 56-850—** 120 REC WALL `� �� 1.75"CUTOUT,REMODEL INSTALLATION.VERIFY FINISH WITH INTERIOR DESIGNER LED C' I SITE BOLLARD,ALUMINUM HOUSING,DOWNWARD—DIRECTED BEGA 0 L11 INTEGRAL LED DRIVER,REMOTE POWER SUPPLY LED 1 3000K 5.8 77265 120 SITE 1.75"CUTOUT,REMODEL INSTALLATION.VERIFY FINISH WITH LANDSCAPE DESIGNER LED /�/ 18" TYP. SCONCE,NOMINAL 8"SQUARE,INDIRECT,PLASTER FRAME LIGHT AND GREEN 1 T I L•'� READING LIGHT L12 INTEGRAL DIMMING DRIVER,IC RATED LED 1 3000K 9 LG4008—CL195MD—SL-30-120 120 WALL 2.15" LLI UJ LED !A O RECESSED FAN Q FN1 REFER TO MECHANICAL PLANS FOR SPECIFICATION 40 120 REC CLG --- - NONE O STANDARD KEYPAD LOCATIONS NOTES: Q ___ ----- -----. BED SIZE BED WIDTH CL TO KEYPAD 1.CONTRACTOR TO CONFIRM CEILING TYPE AND THICKNESSES PRIOR TO ORDERING A.SHADING OF ANY FIXTURE DESIGNATES EMERGENCY CIRCUIT. T Et TWIN " 33"54 Q 2.CONTRACTOR TO CONFIRM VOLTAGE OF BRANCH CIRCUITS AND LUMINAIRES PRIOR TO ORDERING B. J 0 O FULL/DOUBLE 54" 38" Q QUEEN MO" 42" — J KING 76" 54" CALIFORNIA KING 72" 48" O (/� O — _ f.>_ ROVIDE MINUMUM 1/2" > `r�" ROUT SURROUND AT LL BOXES FOR FACEPLATE BED CENTERLINE LIGHTING KEYPAD J U Z IND/OR FIXTURE TRIM. . CHED U FIXTURE AND SWITCH _I w SCHEDULES FOR BOX SIZES. < r IJ 1 C LI C Q PHONE/DATA JACK I OUTLETS F / 36" TO TOP O I — • I I:I E ----__ 18" TO TOP e L I �1 i • u z z ---------------_ SEE TABLE _ o a SEE TABLE e E i *f 0a f WJ JUNCTION BOX IN STONEWORK TYPICAL BED WALL DEVICE LOCATIONS 7� 3 oa SCALE:NONE SCALE:NONE o xn 0 REC D m 3/29 '1,,'' ASPEN • BUI Iut',r+(iP9Fg.,M,., spear...As,enddrawings are the ideas **BYBONIA Alpeng.uchtirg oaawn.Inc and smo riot As used on any other work without mt.permissior FIXTURE SCEHDULE LIGHT- 001 Panel Wiring Report Panel Wiring Report Panel Wiring Report Panel Wiring Report Lower Level\MECH\DP-1 Lower Level\MECH\DP-1 Lower Level\MECH\DP-1 Lower Level\MECH\DP-1 m. T. roo1nul 8 , ,E .,Mx,D,.> 6 m.vEoo 4 rz,c,—�m,PoDr E<DM.vE,D,e 3 MO 2 M,.�.„<vxoDM„DEc°xn.vE ZD,m I v e�E=1,=M • 1 1 I 111:11T:r r 1 M:..a„EDxoDMxvDEco,n.vEzo„ f �,,: .. 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Pas..,d�� O J Q = Ct p < 0 Panel Wiring Report Panel Wiring Report Panel Wiring Report Panel Wiring Report O O 0-10 V 3 Lower \M \D Lower Level\MECH\DPM 0-10 V S Level 0-10 V 4 Lower Level MECH DPMLower Level\MECH\DPM 0-10 V 6\ \ .--.- Illitabillia ----_- �B®��®B� _ I -. iiiiMEMANA z I m Ti - .. z • .. LOSE • 4i5 120-q 1111 LOSE ass 120 o LASE-4i5-1ia-q1111 qs[4T5,io 4 1111 J w 71- co • m I _ 1 2 1 .-, • .ii,j1717111111FrerilMi.3 , 4 _1 , , . 0'3 0 = File Name.Sm.x nnd.,,,.x.dma, Page:„ar,< en...em.l�,.,,,e . oaoe sm.x .,,,xdma, Page:,ear,< Ole Name:mod . QP e.nrz. o v TQ RC DT; -y 3/2 9 ,,, %, ASPEN • BUI,IfNy111444IPDZ,PI.D.. speaficalions,and drawMge me Ole ideas mpresented ..ommdemo Alpenglow LIghlIng Design.Inc and shall not l'a used on any other work without written permissior PANEL SCHEDULES LIGHT- 003 / CRy51 PA-I IN." P PERMIT ,' •.^�.,., o„g��al�sse date: f. 1 /2/18 dads: 9001 /4 . //' / /' / 100W f /0.0 a �O 0 ' .J.L11 i 9001 j/♦ I I' O J L11 O I aO . `�5 Q0 9001 O -iv L� / wwD. D OD , it ,, NCD 1W �♦ Q c O J Q 4 . 9001 r'': = J 1 11 �'��II'olllili Q 9001A/ , CC J /.‘ 11.1 //-. I ! CC �� I Q 4 /' '„ ll _ 1:)/) i „ )1„/ / / 9005 i� �'- os ��i - Q v 11 9 ''4 Z's: J R �' _ / TQ Y a_ o° / r Ef /---\_0__-, 3/29 — ASPEN BUI aMy 1dptf/+RaArk..way ��fi �os.aid ideas a, „d w�ese / usM oa==ou1wnEaM1�lia1ss, SITE SITE LIGHTING PLAN PLANLIG/H�TING SCALE: 1"=10' / LIGHT— ' s' a' 20' _.. / 101 *ED H I J K L M PERMIT o�gr„al�B51,e date: 3/2/18 ',ppwm s 2ivrsx�e zs 7AIf2'1iv]s�815 1 1 - L5 1002 CLOSET 4 0 L] 3 1009 C)Dz Dz —I I- 1004.1004Dc O 1004.10040C k, 3 G DEDRO. I - 1017 • O s,e,o{b]v W JIJNr r yyLL AIL 1O10^18,101800 W LL _1 § LS llr TIT -L Q 1 _ i ,00]uoOnwfTl J „. 1018,101• `J J '' -mil ETRM. 4 STAIR +on 000 a6s° " 0> a L12 4 _id _� 2011 207I 18,101:• ' L10 % L3 1010 L01 r 101] 1013L6-- L 1 0 ___ > nn L240 G. 1012 L4O ' LB - __ •--EO. Y CO. - 1008,1008DO9 4.1' -4y S-IOWE ,011 yi -Ji014• . _ 1015,1015DC -J I% O U 1018,101:•- LSA m60W L3 L3 1013 1 1017 101] UV (n a 100144 10114 101� L6 <0 RACEWAY T) 4 m „�� 0 O _ up L O DP-'�DP-4DP- ,o1e,,o,:• n/ L3 LL 1014 10 L 101] BATH ` 0) y,, �I.F I RM. L8 L8 W O 10(�I� MECH A� 01o1a 08400 0 a M _ G ROOM % L,o 10,4 20 W P R-nn81L, R� 1017 ¶ J IIIIIr O L�) 10 L10 4006f�:RF) L10 y L10 L3 .I I�`L I. / N 1026 027 1027 "10274 1027 1027 1026 \1 I..L O L] — LB LB LB L6 M J ( 1 Z L3 L3 L3 LI3 V I F. 1023 f023 1023 023 ....LL33 .�� 8 0 0 0 <0 $�) _ <d426 1026 41<d 12B o> OWNER'S LLI oze STORAGE a 1���//_ PLAY ROOM ) ( , S L3 D3 . L6 L6 lINDOW .- NELL P3 TA01 CI) D3 101,1019DC 1n24 J • 1020,10200C e 2 L3 L3 L3 L3 L3 L3 L3 L3 S • 1022 1023 1023 1023 1023 r s uN,,a 1028 1028 ,0Cl2�6> L6 0 rc <0 <0 <0 <0 `m e 4 <0 <0 <0 2]vv ' 3 L3 � �L3 BEST CONDITIONS 10 ^' m102A L8 L8 L8 LB40 SITE CONDITIONS UTILITY ROOM - z , 1UY1 1022 1UY1 1�� '•FS'z v `I. (O O _ TO NETS vrs _ m ioz a \ I 1 : -' .. . - ' ''—'—l':-.1 ' - I I .. - - " l':'' e z 5 s,oancL nrr w� c 0 ° ,v TQ Cl— 0 REC CDC) O® ASPEN • BUI4 4144 44.4iagala,wa.•. �M•i�w��>im o1,e LOWER LEVEL LIGHTING PLAN LOWER LEVELPLAN 1 SCALE: 3/16"=1'-0" L I G H T- 102 . PERMIT o al 66 e da e: 3/2/18 FeVssan date. I I I SHOWER 2 3 O 2088 L 206P 01. LIi AO goM _ <O -L^sE OBLB 20690n 20590 20fi3,20fi 0L6 2069 0> I3k9 9xHP ❑0 L6 L5A •�I 1 2060� 20ss !I2082 9 ,o0W —'1 4E CLOSET kwc D 205] L4 .3 ©FN1 ]6xa0 ` — r 0L8 �I :DC 2�, 206C___OLL8 <0 3 l liI J059 BATI1 b91�R L] �.' 10� �L 2089 2070,20]ODC �D Il BEDROOM 3 WINDOW Lfi I WELL 71L LOSE 2 %r--(2 isUssC TV O] SHOWER 3 LLL\\\YYY �_ v2069 Il L 2540 z0544 STAIR R 39x80 2071 2050 r 205P �x 2049,2049 a O TV L12/ 2m+ II LEVATO' 3 ,TOR AGE 0 20s3,20530C L3 CO ° 1 20 KING 76x90 O L6 2050 L12 — 2054" X39xa0 %DN AO — 01 O> =DROOM 2 20609,2060C 2050 Q 2054" zo54' 11 Omso f F Ozoso _ j LI0 ' I LI0 II O I7 L10 Ltp L1p L10 L10 L10 L1 0 /� 9004 9004 9004 9004 9004 9004 9004 a afl w- 001HALY O 4 _ L10 L10 9004 _ 900d 9004 I 12 Q 0L4 QL4 MI L6 '='La L'! �W �_ ID Ili L5 �� L8® L8IM L --J 8n L8M L8M I fERO LzO LOL FF_ '6,,,jM `/ N 2024 200fi \ 0 <O L(�� ^O 0L] wow l9Pe M �d200M Lz / L•� �� 2039 d202 za29 a1� 2031 zo31 <� O O zoz2 �e Dz I dzoo4 Ozoo4 J 5Y 2025�i 2022 LB 0 LB 0 LB 0 L8 0 L8 0 \ s9bOWI O Lq ZN 2050 L': 2023 2021,20210C ; J ` ml� 4 .439 Q y[013,2013D _2002 2002 2002 — 2001 2001 5 % �O L3 gL3I % �i 6 13b22` —� I /� G '- u) 2035 20 D, D1 — DI 01 D1 rN� 2049,2049DC 202],202]DC 2016,2016DC 2018.2018DC 2018,2016D 1,x go 7 U) r Q FIHCOVv ) << Ct LQ LQ ®IAI I wHg 3 QIII 0> — ���� 1- <O 2038 2050 2050 Q C1 ,2015 ��ooaa9] "urELL L L3 2015 2015 2015 L3 �C. C.� 2017 - _ O O O L1 p 203fi 2 2030.osoOCMASTER M L9d - 9 I L9006 eoae soo6 9ao6 __ __ zeze % % 01 2D01920190C 2D019,2019DC FFF./ �FN1 02012 02011 �L �a3 ] z u 2014 2qir R BEDROOM s F R >R < 0 �O O> o •2013,201 �E.NTRY z L3 L3 �0 0 0 0 0201] 2 2029 Q030,20300C 2028 2029 JI Lt L2 L2 QL2 L2 L rn —— 2018 2018 2018 2012 02011 ® L8❑0 _ 0 2033 2017 L4 2009 2009 S 6 p _ 50201320130C le 0—. q9 LAI1i f � a u y — 0> 2' ._� \ _ L2 L2 L2 L2 o \L2 f: 2036 ° 203fi D T \\1 L, 0211] 0201] 021] 02L17 02011 M " 0 1 f i0za % vy 49 LS 100W °p L1p I _,,...0 U 11 900] I L1 O L10 L1Q L10 L10 , 9007 9007 9007 9007 e007 Ji/ `aaJ O� 0^ IF, 0 y , REC — 3/29 �� ASPEN BUI WIN 144L.Plana. 6 �5a lbanglaare Ne pmpeM an6 and dhaof shall nal be MAIN LEVEL MAIN LEVEL LIGHTING PLAN PLAN SCALE: 3/16"=1'-0" _ LIGHT. 103 PERMIT o��g��al�ss�e dace: 00 QC) ®NQ 3/2/18 E EI O L O 33 (O 3003 3%13 3003 O O Lta L12 d 2011 2071 S 2]1 3003 0 0 Le 20]1 ko 1— a 3> 0 3002 3002 3002 03 3002 ^ Q 19> 101,3001DC 0 Q Q = — o> — J O 3002 3002 r 0 � O I )% II T 3 I II _ I— � A > > r a _ U z I J Q ® ` Lm '0-Now r Q 9009 t '''' > 0 F T Z uo 1, '' 999 ROOF DE�K ws - 9 z `so \ • 9009 M A 03 0 = 1 O •RASED PLANY�R. 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