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HomeMy WebLinkAboutDRB16-0096_A2.1_1478904191.pdf i OF if .ii Z71 jilliaj li + rn iro IS Oj e%5 1101100.4'4 DRB APPROVED 4/4/2016 12:00 10 AM 0 Kl ® 15 5 /.S-. • N V e m II glogill __ ® IN ® �� Scott S. Turnipseed, RIA I KI 4) - architecture I oanortdon l intelior+ie ign IpPir" ® ' 0( _ _ 4 e 0 6 7 12 Amkb a A .44) 7 12 ...if, _0 iii 8 HIDDEN ili ,,,,..., _ I___ - _ oo C co I i . e■■ dri 1,® 1 �, �_■ km ,/I�► ® \\ atm. // \\ a Ae le k AlAl I lkih._ .... 4141 • ii& . 0 I _ -..4 „ 10 M. ' ` ; - _� ■ N N Q •O x 0 _+ —mimmigi..-2 __+` ' a_ME le ill + �— Lr. ►. Ilii I 12 Fr © I-i.- _________ a o co 0. OP s WEEIMIll l'='-:01=IMm . , 'NEIMEm' IlINIm , .4 _ - -��=smomism� _i _ =��■ JO�� -������■En'IRIME muummi -- _ 1 Q. y EL=112'0"(8,258'0") U _�'�=�'�� ro-� ��� MMasi M��� ! �■ • EIM ■� - ram aw I♦1■ \ T.O.PLYWOOD �/ D Do� �� N�,.M!. ,.NUJ.,^,/.,M—M I.^M I.I././.../.J.--^^"-/./.-/.J./. 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C ,Z.��.. � � _ �=�I 'I _M MI � _ �\ AL EL=100 0"(8,246 0")DATUM ■■ ■■■I■�■ ■ ��I ■ �■■ —■■� �— —II■�■ ■—■■t -- vim- i■i y it �` WO T.O.PLYWOOD •<Q' 00 ^, CO AN /1 ' i 1 11 N aftft44.4 Ali, 4338 1 /A2.1 FRONT ELEVATION SCALE: 3/16"= 1'-0" I *SED AR&\<<• I I TEL=88'-0"(8,234'-0") - - - - - - - - - - - �I - - - - - - - - I LI - - I L - - - - - - T.O.CONC.S.O.G. - - - - L �L II Deck rails will be consistent throughoutproject. KEYNOTE MATERIALS: W Kl EXTERIOR WALL ASSEMBLIES: K1 2x10 rough-sawn cedar head trim; 1"diameter wood plugs to V _ Q E1 5"Colorado buff sandstone veneer with masonry ties at 24"o/c conceal fasteners and exposed copper head flashing. 7 ® vertical and 16"o/c horizontal over Tyvek commercial wrap on 2' w Z 12 OSB sheathing on 2 x 6 stud wall at 16"o/c re:structural engineer, K2 2x6 rough-sawn cedar jamb trim. U J C 3 1— with R-23 blown-in blanket insulation between studs.Provide 6 mil. L_ ® poly vapor barrier at interior face of wall with g'GWB. K3 2x6 rough-sawn cedar sill trim with sawn kerf drip; 1"diameter wood — - O , ® O ', _� , • 12 g plugs to conceal fasteners. Z U U Rl R �� 3 E2 5"Colorado buff sandstone veneer on concrete ledge min.6" Z U 12 r.„,_ �' below grade with masonry ties at 24"o/c vertically and 16"o/cK43x6 rough sawn cedar fascia trim on 2x8 rough sawn fascia trim. Q Q-rhorizontally over Dissco 540 Mastic water proofing over concreteQ UmLL � foundation wall re:structural engineer.Provide drainage board with K5 3x4 rough-sawn cedar rafter tail(non-structural);24"o/c. Q #11.4.6 �� A iimml filter fabric below concrete ledge.Tie drainage board to perimeter V o0 - C ill — MM - � II drain tile with washed gravel and filter fabric.Drain tile to daylight. K6 2x10 rough-sawn cedar corner boards. 1 M .��-� / \ - 3x12 rough-sawn cedar belly board w/exposed copper cap J O B 1— mi / \ -- E3 4 reclaimed oak or chestnut T&G variable width vertical siding on K7 CO 1— Z� O , —� '-. ■ O 1„ flashing. i pipp _ — —II ��,.31_—■� R 7 Tyvek commercial wrap on 2 OSB sheathing on 2 x 6 stud wall at 16" _' r ra._��� 1 ow \ O / �r� _ o/c re:structural engineer with R-23 blow-in blanket insulation K8 4"sandstone cap with snapped edge and exposed copper sill r r — \ / I between studs with 6 mil.poly vapor barrier at interior face of wall - ` , Ilir = flashing. 0 '• r _ with g'GWB. 0 G R' ,,'`__ Kq 4"corbeled sandstone chimney cap. ,' O ::/1 Rl ROOF ASSEMBLY: �� ® 1 1 x4 V-groove 545,tongue and groove Cedar Soffit. = — — — - i1/4 - 1 - - - - - R1 16 oz.cold-rolled double-locking standing seam copper roof with ■ I J I I I I 18"panels over slip sheet over high temperature self-adhering sheet ® 3x4 S4S Cedar Guardrail with tapered top edge. _ _ diri,— to_ — i _ — ' 13° — _ Kl — _ i — L — — underlayment on g'CDX plywood sheathing over roof rafters re: i 1 �I �■ ■, — J structural engineer. Provide fully sealed standing seams at 3:12 roof Kl 10 x 10 Douglas Fir column with flush bucket steel base plate re: ■ = 0 ■� I pitches(seal with rubber or synthetic sealer).Insulation to be 5" structural engineer �_ ■ I ® / IIII E3 E3 spray close-cell foam with 9"fiberglass batt insulation for an R-63 ��; nIn m I assembly. ® 12 x 12 Douglas Fir column with flush bucket steel base plate re: �� IK13 m m . MI I . �' O �� structural engineer. PA I o ® i„■� R2 16 oz.cold-rolled double-locking standing seam copper roof with � 0 oI I \ IMO I 18"panels over slipsheet over high temperature self-adhering r ® A , 1 g p g . 8 x 18 exposed Douglas Fir beam with tapered end. 'r y1111/1 ,.� 1 J underlayment on t'CDX plywood sheathing over 2 x 8 roof rafters 0 0 0 0 0 -al -1 I I I mi+ - Mme- -� �+ over 2 x 6 T&G deck over 4 x 10 exposed rafters re:structural 20 oz.copper chimneyassembly:see detail. (NI C\I CV N N 1 ■I ./����=2M w ;o p ® pp , cn o N O 26 , // // engineer. O O - N O cel r_ff31 �—I�w�-�w r', - — '� '� 8"x 10"x(window length+12")sandstone header with copper -O od ri o (Ni �A M �� — — — —0 t —��--=—= — — DECK/PATIO ASSEMBLIES: ® flashing. 1 - ► ��Z��■zZ��aZla -- —... ... —_..r_ Dl 1"sandstone pavers on 2"setting bed with imbedded snowmelt ® 8 x 8 Douglas Fir haunch to dimensions indicated. l■ I=tet® _�■ .. ■ over protection board over EPDM roof membrane on 2 x 6 T&G rm �� EN I. + a s powder coated steel baluster r N r .� r ` — — cedar deck on exposed joists re:structural engineer. Slope deck x �: �� // ® \\ �`■ IIII I i 1E711) �f� ■ �i r minimum of i"per foot to exterior. c c v) c c ■rte_ �� __ ■ IM \Z� / T \ ■i®■■t�N /CD \ wA��� I , ■I■ I. 8 x Douglas Fir truss to dimensions indicated re:structural engineer. 0 0 0 0 _. _ r NMI M \ I O ■11 O ■ O 0 1"sandstone pavers on 2"setting bed with imbedded snowmelt on N N ice— \ / ■i IN / I W �-1� �� � / �� 1 —�li �' 4"concrete slab on grade. ®i 2 x 8 rough sawn cedar corner board. Q) ME Man \ I Mr �— 1 / �I- EXISTING GR �—in - w w c - \ / - =per - �1 - i•I 1==4._;"A' ''— � D3 1"sandstone pavers sand set with imbedded snowmelt. ® 6"colorado buff sandstones(arch) D -°-I: VM �� IeI� ■� i-I w�____�- `� �m=:rte r���-r���- -�� -r - 0 6"colorado buff sandstones(flat arch) I I I I �_ ) — — — I t — I — I — — — — — — — ® 2"flat sandstone veneer [I=7 I I I E-- -L --- E 1 i fp4"x 8"x window length sandstone sill with copper flashing. N I ® 4"sandstone slab with copper flashing;setting bed and I 1 I I j self-adhering waterproof membrane overt'CDX plywood. 2/A2.1 RIGHT ELEVATION 2'starfire tempered glass panel A2 . 1 SCALE: 3/16"= 1'-0" ® 1-1/2"x 2"dk.bronze powder coated steel ELEVATIONS