Loading...
HomeMy WebLinkAboutFile Documents.905 Chatfield Rd.0111.2018 (113).ARBK G�G�u,v CIVIL ENGINEERING - HCE; LAND SURVEYING 2C ,E E*1 vv. An Employee-Owned Company Date: February 05, 2021 City of Aspen Pitkin County, Colorado Vertical Setback Compliance Survey Name of Project: 905 Chatfield Road General Contractor: G.F. Woods Construction Based on a survey performed by High Country Engineering, Inc. between January 19, 2021 and February 3, 2021 , the roof heights from the most restrictive grades, excluding the chimney exemption, on the new residence constructed at 905 Chatfield Road, Lot 4 of West Aspen Subdivision, are shown at lettered locations `D' and `H'. These points were calculated to the top of roof sheathing, but were measured to the top of the flashing gravel stop shown on the following detail sheets. The elevations of existing grade (most restrictive) at these points were determined to be 7825.0' (D) and 7826.5' (H), which correlate to heights of 25.6' and 24.9', respectively. Because design roof heights are calculated to the top of roof sheathing, the as-built at the top of the gravel stop, roof height `D' can be reduced to 25' to accurately reflect the height to the roof sheathing. Dimensioned details of the constructed roof build up were provided by G.F. Woods Construction marked up on sheets A-007, A-500 and A-540 on the architectural plan set drawn by CCY Architects and can be found on the following pages. When comparing the collected survey data to sheet A-007 (Height Limits) provided by CCY Architects, this building does lie within the vertical setback. Please free feel to contact me with any questions. , ORS_, 4111111 it -*,— 11111. Bill Baker, PLS #23875 High Country Engineering, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Email: bbaker@hceng.com GRAPHIC SCALE 20 0 10 20 40 80 0 R II (IN FEET) * *'410 COMPLIANCE VERIFICATION SITE PLAN l inch=20 ft. hVTR 905 CHATFIELD ROAD, ASPEN, COLORADO COLORADO 81, MORE PARTICULARLY DESCRIBED AS LOT 4,WEST ASPEN SUBDIVISION, FILING No. 3i. EALLBEIG. YOU DIG "..*.�`✓tenter of olw,d SECTION 2,TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO m z 0 m 5 D: FOUND#5 REBAR&YELLOW `a' PLASTIC CAP LS38215 #5 REBAR BENT x NI F i4 Iny. 10'UTILITY EASEMENT&BUILDING Q 1 SETBACK _1 I RETAINING WALL d \ 'PROPERTY LINE �� }r \ Z / \-; n G I SETBACK LINE I 3 cj - 1.s' \ m m.. p DT RESIDENCE 3 w 1.7'-.-II1 PROPERTY DESCRIPTION p A U C 1.7'-.-ILN �} N. I /SANITARY SEWER yO PAGE 309,AS-BUILT LOT 4, SPITKINENC SUBDIASION, COLORADO. FILING NO.3,ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3 AT 10'UTILITY EASEMENT&BUILDING SETBACK _ ci 1� 1 ss s . A N SST NOTES: a s ss ss ss '9,/� N LIVING 1. DATE OF FIELD MEASUREMENT VERIFICATIONS: Z N TERRACE I I /- I ` BUILDING LOCATION: JANUARY 19,2021. �,/ ..0 LO \ WALKWAY Q� ROOF RIDGE HEIGHTS: JANUARY 19 AND 27,2021. L1. O(O p 1.0' I �5 \\� 2. LINEAR UNITS USED TO PERFORM THE FIELD MEASUREMENTS WERE U.S.SURVEY FEET. ,W W 03 O 1.4' GARDEN / T W O n O 3. MEASUREMENTS FROM BUILDING SETBACK LINES TO BUILDING ARE TO FACE OF FINISH Z m TERRACE II I AS-BUILT GAS / I EXTERIOR MATERIALS. to V... (.) VVV W I L7 c\ ( II \ 4. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 '1 O Li' Z I I \ REFERENCED FROM NGS STATION S159 HAVE AN ELEVATION OF 7720.88. Z W'Z W co II 5. PROPERTY CORNERS SHOWN HEREON WERE USED FOR HORIZONTAL AND VERTICAL W Q d N (.) • //// AS-BUILT WATER SERVICE ( I CONTROL I� W(/,pp I. PROPERTY LINE LAWN 0 = I \ /" Y O N C O I I SQ \ I 6. THE PURPOSE OF THIS SITE PLAN IS TO VERIFY COMPLIANCE WITH THE CITY OF ASPEN M ,Q 0 g 1� I ZONING REGULATIONS ONLY AND IS NOT TO BE CONSTRUED TO BE A LAND SURVEY PLAT Y• _I Q 01 II S O 1 OR AN IMPROVEMENT SURVEY PLAT. h p]01-1 W W�W v\ h Z Nzm 11 W� G UTILITY `ll SURVEYOR'S CERTIFICATE O �= Z EPSEMEN O Cf� I (TYP') n I,BILL W.A.BAKER,DO HEREBY CERTIFY THAT THIS ZONING COMPLIANCE VERIFICATION _ Y Z SITE PLAN WAS PREPARED BY HIGH COUNTRY ENGINEERING,INC.FOR G.F.WOODS SETBACK LINE RESIDENCE 1I Ir D CONSTRUCTION AND THAT SAID SITE PLAN WAS PREPARED BY ME,OR UNDER MY DIRECT I a 25'RVIP IHG `2, SUPERVISION,AND IS BASED ON ACCURATE FIELD MEASUREMENTS AND THAT IT IS TRUE -q AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. (49 0 \ _ O I \ 0 ,/I N a BILL W.A.BAKER,PLS NO.23875 Z �XW O A / I D COLORADO PROFESSIONAL LAND SURVEYOR . /� Cf' o v I ti� • I MASTER \ \ I /y V" TERRACE A I 1 GARAGE AS-BUILT I 0 ELECTRIC I p o \ \ I \ 0 < ....--'\�E— \ E E E II O 0 -e—E• O \ \ D0 0 W J T - - -.. . . . . . . A \ /- (f)� o > o- 10'UTILITY EASEMENT&BUILDING - - \ \\ I CI U rW`r BENCHMARK W_ �vj ELEV:7822.77' O V_W Z #5 REBAR H d WITH YELLOW PLASTIC CAP Q a ILLEGIBLE RETAINING WALL O U (n aC j \ O< G m WALL IN SETBACK SETBACK LINE L3 O O 4 APPROX.1.5 FEET HIGH s\ Z #5 REBAR U Z PROPERTY LINE 0 N PROJECT NO. "\ 2171653.00 \ 1 -vonSURVEYED ROOF HEIGHT VERIFICATION MARKUP * * ROOF HEIGHT LIMITS " I WTVVTVVT PRE-DEVELOPMENT PROPOSED GRADE ELEVATION OF T.O. ROOF HEIGHT ABOVE MOST GRADE ELEVATION ELEVATION ROOF SHEATHING MOST RESTRICTIVE RESTRICTIVE GRADE COMMENTS I A 7821'-6" 7820'-6" 7820.3 7843'-4 5/8" 7843.7 PROPOSED 22'-10 5/8" B 7819'-6" 7818'-0" 7818.8 7842'-3 1/2" 7843.0 PROPOSED 23'-91/2" C 7821'-6" 7821'-0" 7820.1 7846'-91/2" 7845.3 PROPOSED 25'-3 1/2" CHIMNEY EXEMPTION SEE FOLLOWING SHEETS FOR D 7825'-0" 7828'-6" 7849'-11 7/8"7850.6 PREDEVELOPMENT 24'-11 7/8" DIMENSIONS TO TOP OF SHEATHING E 7823'-0" 7821'-0" 7820.2 7842'-3 1/2" 7842.8 PROPOSED 21'-3 1/2" F 7826'-9" 7828'-0" 7827.7 7842'-3 1/2" 7842.8 PREDEVELOPMENT 15'-6 1/2" G 7829'-6" 7829'-0" 7829.0 7848'-101/8"7850.5 PROPOSED 19'-101/8" H 7826'-6" 7828'-6" 7849'-11 7/8"7851.4 PREDEVELOPMENT 23'-5 7/8" F- I 7830'-6" 7829'-0" 7829.7 7848'-101/8"7850.4 PROPOSED 19'-101/8" X1 O f J 7830'-6" 7829'-0" 7829.7A 7849'-11" 7851.8 PROPOSED 20'-11" K 7834'-6" 7829'-6" 7830.1 7848'-10 1/8"7850.3 PROPOSED 19'-41/8" LLJ •t •• 1\ GRADE LEGEND (GRADES SHOWN WITH �/1 / •-305 •(1)..., N o • / 25'VERTICAL PROJECTION H w • ofco - • • T.O.FLASHING f 1 / • GRAVEL STOP \J �'•� _� I AS-BUILT GRADES ELEVATIONS PROPOSED GRADE Z "�_A_ • - - - - PRE-DEVELOPMENT GRADE 1 LLJ ' LL Ct 0-------___ ����;_ 10? f I I Z ��/ I / N U �- I04.1 STONE PANEL WALL lrl ------ Y E'-' iskta 7 w• ry -.• ITH�P5�NE W a d p V s4s-o f_ 11111 IF° . .. :___.. isil ti828,_6, = re � I— — — —r — — — ]— — — — — — © DATE: • / ISSUE: ilk \� le 1 NK PI" 1 BUILDING PERMIT • 1 .. 3/4'/12" 1/ , . PROJECT NUMBER: I / ---�\ 7828'0" 4"/12" LOWER PORCH ROOF 7 17007 DRAWN BY:AuthorlECKED BY:Checker LOW CHIMNEY TOP ©� , •' I / K._/ 49 / _ 8 \ ! HISTORY: / 1 / �1I' ' :' I _—_ _— —_ —_—_ _—_—_—_ _—_—_—_—_—_ 41111 .# PATE DESCRIPTION • / / 1 1 A-zoo _�-�- Z11 •• ---- / / // % \, ---__Er,',‘--------_-::-----_-_-_-_-_--------1— \ �� -—� o 1 I LOWER PORCH ROOF _V \ \ __ Z2 I I �_ 1 OF C040 • I I I �'Ire • �� 9 9 O E . O / I a �r� . 202952 h • /al � fo 04/19/2018 O '11 PROPOSED GRADE J ,�Y4 N NI }_ �1 \ j "SFD ARO* • PREDEVELOPMENT GRADE --�--- i \ - - • • DASHED —1 —_—_— L ••• \1 A-zo1 HEIGHT LIMITS \ ______ .. \ .. , , \ \ SCALE As indicated Y2 HEIGHT LIMITS 1 4 1/8"=1i-0' . A-007 O 0 COTTLE CAM TAW ARCHITECTS,LTD NORTH 22 . 8 Midland Avenue I PO Box 529I Basalt,Colorado 81621 970-927-49251 www.ccyerchitects.com ROOF HEIGHT LIMITS WTWTWT PRE-DEVELOPMENT PROPOSED GRADE ELEVATION OF T.O. ROOF HEIGHT ABOVE MOST GRADE ELEVATION ELEVATION ROOF SHEATHING MOST RESTRICTIVE RESTRICTIVE GRADE COMMENTS A 7821'-6" 7820'-6" 7843'-4 5/8" PROPOSED 22'-10 5/8" B 7819'-6" 7818'-0" 7842'-3 1/2" PROPOSED 23'-9 1/2" C 7821'-6" 7821'-0" 7846'-91/2" PROPOSED 25'-31/2" CHIMNEY EXEMPTION D 7825'-0" 7828'-6" 7849'-11 7/8" PREDEVELOPMENT 24'-11 7/8" E 7823'-0" 7821'-0" 7842'-3 1/2" PROPOSED 21'-3 1/2" F 7826'-9" 7828'-0" 7842'-3 1/2" PREDEVELOPMENT 15'-6 1/2" G 7829'-6" 7829'-0" 7850'-3 7/8" PROPOSED 21'-3 7/8" H 7826'-6" 7828'-6" 7851'-4 3/4" PREDEVELOPMENT 24'-11 5/8" F- I 7830'-6" 7829'-0" 7850'-3 7/8" PROPOSED 21'-3 7/8" X1 O T J 7830'-6" 7829'-0" 7851'-4 3/4" PROPOSED 22'-4 3/4" U K 7834'-b" 7829'-6" 7850'-3 7/8" PROPOSED 20'-9 7/8" 0- ' 3D5 6,1 N co oco GRADE LEGEND 25''12 V RTICALPROJ CTIHON) 1 U -r - PROPOSED GRADE Z = 1-1-1 7�� ___ /_� — • — — — PRE-DEVELOPMENT GRADE Q � �i SK-18 1 I M 71) SK-1• • 3 4 I W Ilk Ct Q I (9 i Z•- / i_ — ;- - - - - - - - - - - - � Q Wo Li \- / ,r--'• BUILT UP INSULATION 01/4"/FT.REQUIRED FOR DRAINAGE ? I N a __ ' BACK TO SCUPPER FROM POINT'D': _ I 4'BUILD-UP OF RIGID INSULATION II I •STONE PANEL WALL • Lt Q \� tai ��� _\,_ +2'FLASHING GRAVEL STOP WITH CAPSTONE W\ '�- +1/4'MEMBRANE I / +1/2"DENSDECK 1 v �- =63/4'TOTAL ASSEMBLY ABOVE SHEATHING AT POINT'D' `' I J •`�7 -- - **SEE ROOF DETAILS ON FOLLOWING PAGES in I o V N Lc`,' O 1iass OVERFLOW _ �� �l``/ Sn0 [/ //ra�� SCUPPER k • \ 1I iii — — — — DATE: 10-23-2020 om •�' �/ 30 1 ��1 • ISSUE: f1 b *tt a ��� REVISED GARAGE DOOR • SION/iI1iIAti±ii, LOWER PORCH ROOFIN 1 --wwitimmramm LOWCHIMNEYTOP - 1 - , B00%DD .05-2018jjk A-203' -lera - - 1 BUILDING 04 x _ 1 <A-200 Ioow co ov 2s zoie x ' 1 --- - 1�` 11 ' SK-19 • __ 2 05/13/2019 REVISION 2 REV.# DATE DESCRIPTION I:::---------"-1t1j!-1-7-010__ 111111010_gI—.-d ii t 7838'-11 5/8" - - _ R - - - QD/ 1 1 1 __ — 1 L011 14^112, \5LOWER PORCH ROOF 303 \ \\ Ifirir �pF C0609 tiot‘ O_____I -__.2.0-111_______— _—_- ____ ,, 90 � .LAN O ft > Alfi1 i�__ ----�_ _,,. 0172.0121195j2R h PROPOSED GRADE N -a -__-- __ V 09/25/201. -o-- C ► �.� +%ARG�\ PREDEVELOPMENT GRADE — ———— ��_����� DASHED sK-,• 1 / HEIGHT LIMITS % AW , SCALE: As indicated Y2 HEIGHT LIMITS 1 4 „B„_ ,_-0, A-007 O NORTH C COTTLECARRVAW ARCHITECTS,LTD. 228 Midland Avenue I PO Box 5291 Basalt,Colorado 81621 970-927-4925 I www.ccyarchitects.corn HYDROTECH BALLAST- CLASS'A' Q SINGLE PLY MEMBRANE ROOF WITH HYDROTECH-HYDROFLEX SINGLE PLY MEMBRANE ROOF WITH APPLIED SEAMS.CLASS'A'ROOF APPLIED SEAMS.CLASS'A'ROOF ASSEMBLY-MINIMUM 1/4"NON- HYDROTECH-MONOLITHIC ASSEMBLY-MINIMUM 1/4"NON- COMBUSTIBLE GLASS MAT SHEATHING/ MEMBRANE 6125& 2"STONE BALLAST,RE:SPEC FOR COMBUSTIBLE GLASS MAT SHEATHING/ PROTECTION BOARD-PER ESR 1157 HYDROFLEX,.3" COLOR PROTECTION BOARD-PER ESR 1157 OR APPROVED ALTERNATE MINIMUMMINIMUM 1/4"NON-COMBUSTIBLE 1/4"NON-COMBUSTIBLE EXT GLASS MAT SHEATHING/PROTECTION IEXTI GLASS MAT SHEATHING/PROTECTION lI EXT MINIMUM 1/4"NON-COMBUSTIBLE BOARD GLASS MAT SHEATHING/PROTECTION SINGLE PLY MEMBRANE ROOF.CLASS'A' BOARD " SLOPE BOARD ROOF ASSEMBLY-MINIMUM 1/4"NON- 2"MIN.RIGID INSULATION(R-10) SLOPE I 2 MIN.RIGID INSULATION(R-10)I 1'MIN.RIGID INSULATION(R-10) EXT COMBUSTIBLE GLASS MAT SHEATHING/ SLOPE PROTECTION BOARD-PER ESR 1157 RE:ROOF PLAN PLYWOOD ROOF SHEATHING, . PLYWOOD ROOF SHEATHING, RE:ROOF PLAN (SLOPED FOR POSITIVE I /'� RE STRUCT. Re ROOF PLAN RE:STRUCT. DRAINAGE,1"MAX THICKNESS)WINIIPPINIFWA WA V I ROOF 1/4'SLOPED RIGID INSULATION SLOPE TO INTEGRAL GUTTER,REW � 'l'11,liga'��%�4� '��`filt �%,^�%��,•�&� PLYW!:::HEATHI 4WA ■1 RE:S1■■■■■■■■■■■■■■�■■■fI■�Tf1111111111111111 �■1 oFPLAN PLYWOOD ROOF SHEATHING, - vJJ 'i9� � 1 �s®♦�®�♦�Ji♦♦�iiB•O • _ w. • _—T.O , &♦ ♦♦♦♦♦O♦•4F♦' : ••®♦••••••••• FRAMING RE:STRUCT.(T'PJ - RE:STRUCT. V RE:STRUCT. �0♦®®®�iip%ii •♦♦�i♦ii �♦♦®®�♦♦��0♦a' i%►� :�®��A®®�® ®� _ ®®© ►♦� FRAMING RE:STRUCT.(TYPJ ®®QI® Oi •i0♦�I.�®�®��®��•�i"+'���'�1 pI%♦�®®�• •® �• ♦^ �'�' 71/2"MIN.CLOSED CELL SPRAY Pi ®�♦®i��gO.O1I�®i�Ii��iiiiiiiii♦ ; 7 1/2"MIN.CLOSED CELL SPRAY FOAM ♦��.�.���♦♦ ®♦ 4 ♦ i®®�i ��®� si�-It•• ��� �La1 ♦ ♦ O <' INSULATION(R-49),FILL ALL FRAMING ♦&♦•♦♦• ♦ FOAM INSULATION(R-49),FILL ALL I ' I i i "�ii♦♦ie�®®,�i'i�i'i 'i1 �♦�♦i lil i ipp� i%i!i VOIDS,COMPLETELY ENCAPSULATE ALL �.ii� �i ii� ,♦� ♦�i'iii'ii'ii�• ����'® FRAMING VOIDS,COMPLETELY �+-+ i����sa♦0�'-.'��'��---- STEEL FRAMING % ip� ip� i iO� i ® ENCAPSULATE ALL STEEL FRAMING II 001 VV V r FRAMING RE STRUCT.(TYPJ a6..._\* %%O��%i!� •��� 4�J�040� FLOOR FRAMING RE: I 1—- �"� - ♦p�� �•�•&��♦O STRUCTURAL \ 1/4"PLYWOOD SHEATHING,OR =_ wry-. � �®�®®®���•'' _ Z BACKER BOARD AT WET LOCATIONS _ _ CLG LEVEL 1/2"PLYWOOD SHEATHING,OR 1/2"PLYWOOD SHEATHING,OR RE:RCP'S UJ CEILING FINISH VARIES,RE:RCP'S BACKER BOARD AT WET LOCATIONS BACKER BOARD AT WET LOCATIONS TEXT &ROOM FINISH SCHEDULE INT o CEILING FINISH VARIES,RE:RCP'S CEILING FINISH VARIES,RE:RCP'S I INT 1/2"PLYWOOD SHEATHING,OR ASSUME EXT.SOFFIT IS IN PLANE E &ROOM FINISH SCHEDULE &ROOM FINISH SCHEDULE BACKER BOARD AT WET LOCATIONS U (f) WITH INTERIOR CEILING,RE:SPEC. ASSUME EXT.SOFFIT IS IN PLANE ASSUME EXT.SOFFIT IS IN PLANE CEILING FINISH VARIES,RE:RCP'S LU WITH INTERIOR CEILING,RE:SPEC. WITH INTERIOR CEILING,RE:SPEC. &ROOM FINISH SCHEDULE - I Ct (TOTAL INSULATION R-VALUE-R-591 (TOTAL INSULATION R-VALUE-R-59 </ 7, LU rs TYP. NON-INSULATED CANOPY ROOF _ TYP. NON-INSULATED MEMBRANE ROOF _ TYP. INSULATED MEMBRANE ROOF TYP. BALLASTED FLAT ROOF ~ R4 tJ 1 1/2"=1'-0" ® 1 1/2"=1'-0" 1 1/2"=1'-0" ® Ce CLASS ROOF CLASS CLASS 11/2"=1'-O" CLASS Q LLJ rr FLOOR FINISH VARIES;RE: V > U ROOM FINISH SCHEDULE J A LATICRETE PLATINUM THIN SET HYDROBAN FLOOR FINISH VARIES;RE: N P ROOM FINISH SCHEDULE 2'MORTAR FLOOR FINISH VARIES;RE: PPING SLAB PROVIDE SNOWMELT WHERE ROOM FINISH SCHEDULE FLOOR FINISH VARIES;RE: CONWITH CRADIARETE NT EATTUBING INDICATED,RE:SITE PLAN ROOM FINISH SCHEDULE 1 1/8"PLYWOOD SHEATHING GALVANIZED WIRE MESH 1 1/8"PLYWOOD SHEATHING FLOOR SHEATHING RE: DATE. INT1 WITH RADIANT HEAT TUBING, INT WITH RADIANT HEAT TUBING, STRUCTURAL 2'RIGID INSULATION(R-10)AT RE:SPEC RE:SPEC INT 10-23-2020 SNOWMELT LOCATIONS ONLY, EXT1 RE:SITE PLAN FOR SNOWMELT ISSUE: LOCATIONS T.O.FINISH FLOOR T.O.FINISH FLOOR _ T.O.FINISH FLOOR RE:SECTIONS RE:SECTIONS RE:SECTIONS REVISED GARAGE DOOR 1/4"DRAINAGE MAT :•����.•����1.. •w o • •>• :-• - ..i �. �! i 9 0 O �g ASI-14,REVISION#2 WEATHERPROOF MEMBRANE ����������� s�ao•��ao .�•. �♦♦e_ es:•�•�•���•_ 7 1/2•MIN.CLOSED CELL SPRAY 1 �� ♦ piJi�'�i' piipi• •� p..��.i.,♦...��.i.�., I. : ►♦O: , w PROJECT NUMBER: �I��I•♦O ♦• ♦ ♦♦ ••, FOAM INSULATION(R-49),FILL ALL - - J 1/2"MIN.CLOSED CELL SPRAY FOAM _ __ T.O.FINISH FLOOR ......... 6"MINIMUM SOUND i&®a•®®♦��®i• •i0 i♦♦i♦♦♦� ♦♦♦-'-,O♦♦p�0,, ��® ®® ®� __ _ �— —-—- ♦O® ♦O®� �y ���•��� FRAMING VOIDS,COMPLETELY ♦.♦♦♦♦♦ppp♦♦p ♦ � ' INSULATION R 49 17007 RE:SECTIONS 1♦♦♦♦♦♦�._ ATTENUATION BATi i�0♦i�0♦i♦�0♦i♦�� ♦O 'i" ••iii♦♦♦' ♦•••♦•••yy i♦ (- ),FI LL ALL FRAMING O • •O _• _:• AA•v ♦♦♦'•®♦�®®♦�®®♦� ii®1���&pppppp♦) ENCAPSULATE ALL STEEL FRAMING � ��� & �& � ♦♦� • VOIDS,COMPLETELY ENCAPSULATE ALL ��� INSULATION,TYP.ALL FRAMED iii♦, �ii9iRi �i♦����♦&� ip� i ii•Jiii•Jiii4iii4i ��i�i4►�� i STEEL FRAMING I■■■■■■■■■■■■■■■■■■II■■II■■I■■■M a FLOORS .. -- 4 FLOOR FRAMING RE: •♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦ 4♦O'•♦♦LY ' •. I M■N■M ��pd��p0��'•� ,viw�•♦�i♦�' •♦♦♦.♦♦!•♦♦♦!.J.♦♦ ♦!6♦♦w♦. FLOOR FRAMING RE: C ♦♦♦•�♦♦•®♦� �•♦♦®®♦4♦♦� STRUCTURAL paa��o ��aa�a DRAWN BY KB CHECKED BY GR r > ♦�i�i�♦��� %i•♦ 00 0 •♦•♦ ®�••♦♦•♦� STRUCTURAL FLOOR FRAMING RE: J•♦0.♦ ♦♦♦♦♦' • 1/2"PLYWOOD SHEATHING, C F♦♦� ®®♦/ �_® �♦♦♦, ui •®♦I •• • UNDER FRAMING,(RE:STRUCT.)AS REQUIRED STRUCTURAL ♦♦♦•®♦� ••♦••&♦• RE:STRUCTURAL ��♦♦��♦� �i�•���"O"O"•y F a♦. ♦• •♦00••♦• / ♦♦♦�♦�♦® ®�♦♦♦�♦4 ASSUME EXT.VE SOFFITIT HEIGHT RCP's; . - • -- -. �m _ _ ♦ ®►�i•®i••®i• � r 1'RIGID INSULATION(R-5) 000�•00�•00•t♦Ti� P 0 -p ���•� ���♦i� ®�•♦♦��iii0E ASSUME EXT.SOFFIT HEIGHT MATCHES HISTORY: is-�•�a CLG LEVEL h I (I 777771.I d0•♦$ i•�I�♦•♦♦�%'�I�i•♦0��•!•iiii ADJACENT INT.CEILING HEIGHT U.N.O. RE:RCP'S Y i� 'ri i - i - - CLG LEVEL ,: ;: ,ii•ii ;i'ii'' LLE DATE ISSUED 1/8"III 51/4" -1/8" ---RE:RCP'S g�i�'V4 i'i�iii�� '♦ 1/2"PLYWOOD SHEATHING �oow SD ov-is-zon x I POOL&SPA VAULT' CONCRETE SLAB ON GRADE, ,Y .W 1/8", 51/4" �.1/8" ® ♦• ♦ �' X ¢ ♦�0�♦O'iA♦♦i'J♦ p� 1"RIGID INSULATION(R-5) RE:STRUCTURAL CEILING FINISH VARIES,RE RCP'S > �♦����&����•���� 100%DD os-as-mle x 1 INT 1 &ROOM FINISH SCHEDULE IEXT1 WRB/AIR BARRIER,LAP&SEAL ALL JOINTS _ WRB/AIR BARRIER,LAP&SEAL ALL JOINTSBUILDIN oo-ia tole x I I I I YI.ftJ -I PERMIT EXT.SOFNTATITTO BE iP RE:RCP's FOR I _ REE LEVEL h �9�M GO 00.2s-mle x ORIENTATION,ASSUM RE:SPEC.FOR GTS& 1/8".1 5 1/4" II 1/8" EXT SOFFIRT TO BE iX T&S &GG;RE: NOTE: FINISH,ASSUME EXT.SOFFIT HEIGHT MATCHES X ,IY REV.# DATE DESCRIPTION SEE F2 FOR TILE ASSEMBLY ADJACENT INT.CEILING HEIGHT U.N.O. SPEC.FOR SPECIES&FINISH,RE: 1 3/22/2019 REVISION 1 EXT RCP's FOR ORIENTATION 10 1/17/2020 ASI-08 LIGHTING TOTAL INSULATION R-VALUE=R-54 1 1 TOTAL INSULATION R-VALUE=R-101 'TOTAL INSULATION R-VALUE-R-54 F8 TYP. EXTERIOR-WATERPROOF DECK F� TYP. FRAMED FLOOR AT UPPER LEVEL F6 TYP. EXT. FLOOR AT UPPER LEVEL OVERHANG F5 TYP. EXT. FLOOR AT MAIN LEVEL OVERHANG 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" FLOOR FINISH VARIES;RE: ROOM FINISH SCHEDULE LATICRETE PLATINUM THIN SET FLOOR FINISH VARIES;RE: HYDROBAN ROOM FINISH SCHEDULE FLOOR FINISH VARIES;RE: 2'MORTAR ROOM FINISH SCHEDULE CONCRETE TOPPING SLAB PROVIDE SNOWMELT WHERE GRAVEL AT CRAWLSPACES ALAI 1 FLOOR FINISH VARIES;RE INDICATED,RE:SITE PLAN ©51E WITH RADIANT HEAT TUBING GALVANIZED WIRE MESH INT ROOM FINISH SCHEDULE CONCRETE SLAB ON GRADE, O C FLOOR SHEATHING RE: CONCRETE TOPPING SLAB RE:STRUCTURAL F Co 09 �, STRUCTURAL INT ONLY, 5MM ACOUSTIC RUBBER FLOOR RADIANT SHEATHING RE:LING I EXT' SNOWMELTS PLAN LOCATIONS SNOWMELT RADIANT HEAT TUBING9O A UNDERLAYMENTRE T.O.FINISH FLOOR FLOOR SHEATHING RE: LOCATIONS r.I.LAN STRUCTURAL INT 'CRAWLSPACE:@)_].@ 10)c TO FINISH FLOOR WEATHERPROOFMEMBRANE� _ 25/201:. �!p 6 NMINIMUM SOUND v =--- "" 7 RE:SECTIONS w j RE:SECTIONS 'YS �ARG�� �.. ATTENUATION BATE ry - F T.D.- - - IP INSULATION,TYP.ALLFRAMED =� O O • • -.•6 .a. O -°t., < • .-,Q;a ¢ F FLOORS 1■■■■■■MEMM�� MWAMMNMME■■■1 m I ■ �N FULL DEPTH SOUND 3 VAPOR/RADON BARRIER FLOOR FRAMING RE: r o yy. _ •�.a4 xt. ;`STRUCTURAL ATTENUATION BATi INSULATION, " a • •t��• � �1• � SEAL ALL VAPOR BARRIER AND TYP. R-38 MINIMUM AT FLOORS OVER ♦P` OPEN CELL SPRAY CRAWL SPACE J1,41 1At �F■i=■* WIWIEOf�i�i SLAB PENETRATIONS AND FOAM INSULATION �� SUSPENDED METAL CEILING - -;•�''YY• 'Y•�"'9 �'1yY'Y•�' `Y `• —III—III—III— JIIIII FLOOR FRAMING RE: • • • • � • !SOUNDATTENUATING CONCRETESLOB ON GRADE AND PROCEDURE REQS ASSEMBLIES BATE INSULATION /----�—`_ RE:STRUCTURAL III 1 UNDISTURBED SOILS OR CLG LEVEL III—III— —III-III—III I— -.- -- - COMPACTED BACKFILL PER QUIET ROCK'GWB(2) -.-,•.- - -..- - RE:RCP'S ' SOILS REPORT II CEILING FINISH VARIES,RE:RCP'S FREE DRAINING GRAVEL PER SOILS REPORT &ROOF FINISH SCHEDULE PROVIDE'QUIET ROCK'GWB AT •• - i !- LOCATIONS WITH MECHANICAL 11 Ell 1-111 I 1 I II — I—III= RADON MITIGATION SYSTEM SCALE: 1 1/2"=1'-0" EQUIPMENT UNDISTURBED SOILS OR _ CLG LEVELIiil CEILING FINISH VARIES,RE:RCP'S 11 HI COMPACTED BACKFILL PER II RE:RCP'S 1 INT1 or ICRAWLSPACE I &ROOM FINISH SCHEDULE SOILS REPORT 1INT 1/8"-,,, MMA 51/4" I,.-1/8" F4 TYP. FRAMED FLOOR AT MAIN LEVEL ITOTAL INSULATION R-VALUE=R-101 ITOTAL INSULATION R-VALUE=R-101 A-500 1 1/2"=1'-0" ACOUSTIC FRAMED FLOOR AT MAIN LEVEL F3 TYP. FRAMED FLOOR AT LOWER LEVEL F2 TYP. EXTERIOR- SLAB ON GRADE F1 TYP. INTERIOR- SLAB ON GRADE F4b 11/2"=1'-0" ®MASTER ABOVE MECH/CRAWL SPACE 11/2"=1'-0" 'TOTAL INSULATION R-VALUE©CRAWL SPACE=R-38 I 11/2"=1'-0" 11/2"=1'-0" O COTTLE CARRYAW ARCHITECTS,LTD. 228 Midland Avenue I PO Box 5291 Basalt,Colorado 81621 970-927-4925 I www.ccyarchitects.com C r-10 vs" I 101/8" .Q.S. TYP CURTAIN WALL SYSTEM O.S. STIE IN ME Y ROOF AANE, TIE IN METAL FLASHING AT / WOOD TO MATCH ® 01 - / ROOF EDGE 1 41/2" / STAIR TREAD SHEET METAL FLASHING 1'I// SINGLEPLYROOFHING AT NE, TlieiMM � - / TIE IN METAL FLASHING AT �__ __T_O.FINISHFLOORJ ® ROOF EDGE ® 1RE:PLANS___ ______ FRAMING,RE:STRUCTURAL 3"u uu_.+ - ` - RE:ROOF PLAN RE.ROOF PLAN � rill®®®�®®®®fie. I,`� -1- 0EETMETALFLASHING SLOPE Sr LOPE �� ■I■/I■ILt• RB/AIRBA/I�\RIER® SINGLEPLYL FLA MEMBRANE, ' ' IIIIIIIIIIIIIIII' IIII IIIIIIIII s qr 1� " TIE IN METAL FLASHING AT I_ �� � II lf `� w ROOFEDGE � � �r�, 1�.1�\���y\���t\��I. CHEATTAPEIf _ �� � _ R��•�•-�•.•�'�-_WRB/AIRBARRIER SHEET METAL FLASHING � IIII IIII Iiiii 7 , Ir' — IFRAMING,RE:STRUCTURAL SELFADHEREDFLASHING,LAP WRB/AIR BARRIER --— I'llll�I OVERMETALFLASHING " � _lt .I '� N IIIIII III® --IIIIII TIIE NMETALOFLASHING BANE, LTIILiLtiiii1 B.O.CEILING i �� --- - B.O.CEILING h --ate 1�® B.O.SOFFIT ate- --. ■® ,� B.O.CEILING 8 SOFFIT LLI Y Y :.; RE:RCP'S RE:RCP'S RE.RCPS I�,MMI� RE:RCP§ I \ ift=llp `/ NP WINDOW SYSTEM - I I BLACKENED PLATE I r STEEL Z I C BEAM,RE:STRUCTURAL = W ANTI EXT NP WINDOW SYSTEM •. __,_ NP CURTAIN WALL SYSTEM (� INT �� IEXTI .11 COLUMN,RE:STRUCTURAL IEXTI kki ANTI Cr) LLI 1 CC 11/2'-1'-0' 1 /2,- CANOPY z ROOF MASTER BEDROOM CANOPY 12 ROOF AT MASTER BEDROOMAT ENTRY PATIO 10 CANOPY AT ENTRY FOYER 9 Q W -0" 1 1/2"=1'0" 1 1/2"=1'-0" I—O `} FN-U I..L 1 W� v .O.S. / RE:ROOF PLAN / 0 SINGLE PLY TIE IN EDGELOFLASHING ATOF CANOPY FASCIA TO SINGLE PLY ROOF MEMBRANE, o SINGLE PLY ROOF MEMBRANE, ROOF EDGE TIE IN WITH ROOF ® ® ® TIE IN METAL FLASHING AT © 0 N o TIE IN METAL FLASHING AT FASCIA BEYOND ROOF EDGE � 3" RE:RCP ® ROOF EDGE - - - w SINGLE PLY ROOF MEMBRANE, SPRAY FOAM INSULATION TO CREATE TIE IN METAL FLASHING AT . _ _ SPRAY FOAM UU INSULATION TO ANY SEA �jl ROOF EDGE - - CONTINUOUS AIR BARRIER,ANY SEAMS r—- CONTINUOUS AIR BARRIER, SEAMS - 1 - - �� iii "_���- I AND JOINTS TO BE SEALED PER R402.4 I�■I II .9��1 AND JOINTS TO BE SEALED PER R4024 _ _ iiin...— 1� 1�■I n � I 1 i aii i�l,l DATE: �---4,,- SHEET METAL FLASHING _ �s� ® -- INSULATE EAVE TO CREATE , . ' INSULATE EAVE TO CREATE SEALED -- ol A �►G�, ,, � II II ®�I®_® A ®®r CONDIDTION T P) ■I II 10-23-2020 SLOPE SLOPE - ■�1■����■■ (IIIIIIIII SEALED CONDITION (IIII III _ IIII._=c ���II ►_y �"R°�-"+-'■'� FRAMING,RE:STRUCTURAL --- e' ® ®� III / III■I ISSUE: ��. : I,(IIIIII�� lllllllli�� III ®� 1111 SHEET METAL FLASHING I® 1 ���� �� li SHEET METAL FLASHING -, ,,♦�: , REVISED GARAGE DOOR $HEETMETALFASHING, ® WRB/AIRBARRIER ��� � ����������� ® ++n" AEI-14,REVISION#2 � " COLOR TO MATCH STUCCO IIII®® ► ® Al WRB/AIRBARRIER �® jj•: PROJECT NUMBER: Ill J"al ®®�� I ® ® z 3a". m ��_ ■I i 17007 �������� III IIII ®� 3 4 I� ��� �l .III IIIE I RE:STRUCTURAL sgammy���1��� ���IIIL.,I Illulll III IIIIII. ®® _ M (IIII___ � IIII CI � �•�I�I� - RE:RCP'S IIII '�,�-� -�� REERCPSS �� - _ _ -��1 B.O.RE�RCPS ® �Ili IA __ _B O.CEILING =-'11 i®_ B.O.CEILING ' �® liio '•i - RE RCPS DRAWN BY-- CHECKED BY:-- It ■III -- r--+ a1I I ill • ®ill �I HISTORY: ® III N NP CURTAIN WALL SYSTEM 1■ ISSUE DATE ISSUED WOOD SOFFIT11111 INT .. EXTI 100%5D 0%15-2017 x :: tW%DD 0305-2018 X NP WINDOW SYSTEM I PERMITBUILDIN 0419-2118 X tW%CD 09-15-2018 X IEXTI ANTI ANTI IEXTI ANTI EXT REY# 11 DATE E19 DASIOSRWIN'7 DOW DETAILS CANOPY ROOF DETAIL AT MASTER BATH p ROOF AT UPPER LEVEL OVERHANG ROOF RAKE @ WINDOW L ROOF @ WOOD SIDING HALF FASCIA 1/2"_,'-0' 8 1 1/2„_,,-0„ 7 1 1/2"=1'-0' 6 1 1/2"-1'-0" 5 SINGLE PLY ROOF MEMBRANE, I TIE IN METAL FLASHING AT I SINGLE PLY ROOF MEMBRANE, SINGLE PLY ROOF MEMBRANE, ROOF EDGE SINGLE PLY ROOF MEMBRANE, TIE IN METAL FLASHING AT TIE IN METAL FLASHING AT MINIMUM 1/4"NON-COMBUSTIBLE TIE IN METAL FLASHING AT .o.5. ROOF EDGE • ROOF EDGE • GLASS MAT SHEATHING/PROTECTION ROOF EDGE ® Y BOARD I 2"TYP 2'TVR , TOP OF TYP.METAL FLASHING 2"TYP Q ® , FASCIA MEASUREMENT 111) H F CO 2N. &POINT OF ® J SURVEY MEASUREMENT ® O (�9 �I , C■��...�������..... - - - - - , 2"MIN.RIGID INSULATION - J ,� 90 I_��,_ ���������■III L! 1■���I j� (R-10),EXTRA FOR BUILD-UP 1111■1 ■III (,LAN O ■��1■ ■ 33/a^TW ____ irg _ _I III 33/4"TYE REQUIRED FOR DRAINAGE _ NNEMENNII33/4"TYP1 - - 331a"TYP I IJ 71/2TYP BACK TO SCUPPER ATI/4"/FT ®� +1rz^TYPRJR.��� 1112'TVP ' ►�� III Vi�i�iI 'I ,� ►� ® �fltl����� n^TYP 11341 III ���®�®�� ®2" YP2"TYPIIII 2"TYP3114TYP111 31/4TYP ® I��31/4"TYP 31/4"TYP `f 411 �:�♦�• III SHEET METAL FLASHING SHEET METAL FLASHING ® SHEET METAL FLASHING SHEET METAL FLASHING IIIIII ® , 1� II 21 3/.4^.—(FRAMING,RE:STRUCTURAL 11: 23/4^. FRAMING,RE:STRUCTURAL '� ® IIIIIIII FRAMING,RE:STRUCTURAL I IIll —� FRAMING,RE:STRUCTURAL •�• II ft1 +n l 111 l -- — IIIypI 3va. Illlpflo-�i l ROOF DETAILS �I�� _ _�O.CEILING .\ • . , IIIIII�1 _ B.O.CEILING .` �� __ _B.0.CEILING II B.O.CEILING . 11111 I RE:RCPS YIIIII■I� RE:RCPS Y IIII YIll RE:RCPS � RE:RCPS II li 14 P WINDOW SYSTEM 100.---..... ®IIII■I. NP CURTAIN WALL SYSTEM 1l!l Iv IINTI u EXT IINTI , II!!II IEXTI INT EXT ANTI ,�1�= IEXTI SCALE: 1 1/2"=1,0" ° A-540 ROOF- HEAD @ ROOF EDGE_C ROOF @ WOOD SIDING FASCIA_B ROOF HEAD @ ROOF EDGE CW 50_A 2 ROOF @ WOOD SIDING FULL FASCIA OCOTRECMRYAW ARCHITECTS,LTD. - 1 1/2'_,'-0' 3 1 1/2 1 0 1 1/2"_ '- 1 228 Midland Avenue I PO Box 5291 Basalt,Colorado 81621 970-927-4925 I www.ccyarchitects.com