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HomeMy WebLinkAboutB08-0358 PlansSTUC1 WALL EXTEND ASPHALT APPROX AS 5HOAN F ASPHALT 51-OT ELEV. 8244.8 0 ............. ............... , 01 CAST STONE PIER CAP R=45.00 HADDON5TONF 52500 L=22.00 . . . ........ 10"x24 "x5" CAST STONE, L0=21.15 RECESSED ± 5" FROM N...... .... .... ........... - ............ 1194 FACE OF STONE VENEER N1 4" HIGH WROUGHT IRON NUMBERS in - MOSS ROCK VENEER, MATCH HOUSE BATTER 2 ............. AP "''E5 5 16N 01 2 41 51 ©' :21 41 51 0.60- 10 0.6 0.6 V V. 46 0 4 . 5 , 016' INDICATES DECIDUOUS TREE AND TRUNK DIAMETER \W INDICATES CONIFEROUS TREE AND TRUNK DIAMETER BA515 OF ELEVATION: SEINER MH 562 INVERT ELFV = 8234,0 MEA5 RIM = 52441 5' SNOW AT TIME OF SURVEY 50ME FEATURES MAY EXIST BELOW 5NOYq SURFACE 0 44 T.O. GARAGE SLAB 8245,5 \ 46 NESTED BOULDER RETAINING -0.5 MAX g 6' HIGH Ole '4- - 1 - 1 4 1 AC RES RE5 (FLATTEP) TO FIN. FLOOR 1114 CABIN CIRCLE F-HU LEVEL o .. ............ . 255-5 /510T e�E\/ SNOW MELT BOILER :. T.0 -5 5 �K' 8245.5 A T.O. FIN FLOOR X a'-2" CONCRETE PAD UPPER LEVEL VERIFY REQUIREMENTS Y'i1 af4 TIN& CONTRACTOR LOCATION TO AVOID 82 51.1 - 1 7 EM + MAX LOP M1,12 40 LOT 2 �. \ L''•� �`i _. \\ \� - O � / I I i � � ��� MU2 r \ LF 6 0 41 L /471 FENCE LINE 40 I OA LINE OF OJ 02 A5PftN\ 5 81 E 1 0.5 HEATED TO BE RMOVED 5 A5PHALT DRIVE 44 44 40 O4 42 25 x 25'TRAN5FORMER W/1 !W 42' (APPARENT EASEMENT) wmw 55 5 0.4 0.41 ...... .... 0.5 ELEO.METER .4 0 o.4' 0.4 X 5236.5 0 EDGE OF PLOWED 14 A5PALT DRIVE LOT 15' ACCESS EASEMENT PER SURVEY DA 011106114-7 5LOCK 6, VAIL VILLA&E 4' WIDE CONCRETE PAN WITH 2" INVERT SLOPE TO MATCH ROAD NOTE: 8258. piA CULVERT TO =t-- CUL VERT, CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD COORDINATING THE 1145TALATION OF THE CULVERT AND SHALL ALSO BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND CLEANING THE EXISTING DITCH AND CULVERT SYSTEM IN AND ABOUT THE ACCESS EASEMENT r� 0/ NEW MU:2 'W 6 31- STONES\ I GPSL Architects, p.c. 1000 S. Frontage Rd West Vail, Colorado 81657 tel: 970.476.1147 fax: 970.476,1612 gpslarchitects.com 4' MAX~ 7, %j Aye ALIGN 1 5N D� BOTTOM OF -7 T -)��-AT 0. FIRE F N 51 A TACT A VAIL VILLA6E F-16H7H FILIN6 -----FOUR > FIN IN CONCRETE L.5. 2%8 42 ELEV = � \ 241.6 \ 44 01 MAX SLOPE • 1� LAN1;)50AF=` PLAN *- . 51T= t-eLAN NORTH EAST DEC 15 IN0LX)E IN SC-10FE OF NOR< FOR TH15 AFFL ICA ITON APPROX EXTENT OF RE6RADIN6 ON TRACT A, GOLF COURSE ROUGH; COORDINATE 5TAKIN6,6RADIN6 4 REVr=(5ETATION IN TH15 AREA WITH VMRD SOUTH EAST DEC. 15 NO INC IN 5COFE OF �NORK FOR THIS AFFLIC pro - 1 - 1 4 1 AC RES RE5 (FLATTEP) TO FIN. FLOOR 1114 CABIN CIRCLE F-HU LEVEL o .. ............ . 255-5 /510T e�E\/ SNOW MELT BOILER :. T.0 -5 5 �K' 8245.5 A T.O. FIN FLOOR X a'-2" CONCRETE PAD UPPER LEVEL VERIFY REQUIREMENTS Y'i1 af4 TIN& CONTRACTOR LOCATION TO AVOID 82 51.1 - 1 7 EM + MAX LOP M1,12 40 LOT 2 �. \ L''•� �`i _. \\ \� - O � / I I i � � ��� MU2 r \ LF 6 0 41 L /471 FENCE LINE 40 I OA LINE OF OJ 02 A5PftN\ 5 81 E 1 0.5 HEATED TO BE RMOVED 5 A5PHALT DRIVE 44 44 40 O4 42 25 x 25'TRAN5FORMER W/1 !W 42' (APPARENT EASEMENT) wmw 55 5 0.4 0.41 ...... .... 0.5 ELEO.METER .4 0 o.4' 0.4 X 5236.5 0 EDGE OF PLOWED 14 A5PALT DRIVE LOT 15' ACCESS EASEMENT PER SURVEY DA 011106114-7 5LOCK 6, VAIL VILLA&E 4' WIDE CONCRETE PAN WITH 2" INVERT SLOPE TO MATCH ROAD NOTE: 8258. piA CULVERT TO =t-- CUL VERT, CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD COORDINATING THE 1145TALATION OF THE CULVERT AND SHALL ALSO BE RESPONSIBLE FOR PROTECTING, MAINTAINING, AND CLEANING THE EXISTING DITCH AND CULVERT SYSTEM IN AND ABOUT THE ACCESS EASEMENT r� 0/ NEW MU:2 'W 6 31- STONES\ I GPSL Architects, p.c. 1000 S. Frontage Rd West Vail, Colorado 81657 tel: 970.476.1147 fax: 970.476,1612 gpslarchitects.com 4' MAX~ 7, %j Aye ALIGN 1 5N D� BOTTOM OF -7 T -)��-AT 0. FIRE F N 51 A TACT A VAIL VILLA6E F-16H7H FILIN6 -----FOUR > FIN IN CONCRETE L.5. 2%8 42 ELEV = � \ 241.6 \ 44 01 MAX SLOPE • 1� LAN1;)50AF=` PLAN *- . 51T= t-eLAN NORTH EAST DEC 15 IN0LX)E IN SC-10FE OF NOR< FOR TH15 AFFL ICA ITON APPROX EXTENT OF RE6RADIN6 ON TRACT A, GOLF COURSE ROUGH; COORDINATE 5TAKIN6,6RADIN6 4 REVr=(5ETATION IN TH15 AREA WITH VMRD SOUTH EAST DEC. 15 NO INC IN 5COFE OF �NORK FOR THIS AFFLIC Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs Incorporated herein, as an instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwolhmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall. Date: 050a TO\/!5U5Ml7rAL 10/05/05 PERMIT Sheet Number pro ALL DUILVIN6 MATERIALS AND FINISH COLORS TO MATCH EX15TIN6 NEW COLUMN EXTEND 5NOWELTEP PATIO PER DIMENSIONS. MOVE SPA TO NEW PATIO RELOCATE FX6TIN6 5HUR55 I I TO ADJACENT PLANTING BEDS 1--- RE6RADE AT 5OUTHViE5T CORNER 0 Bb ........... FOUND REBAR ELEV. = 5255.1 7FAC-7 E Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs Incorporated herein, as an instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwolhmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall. Date: 050a TO\/!5U5Ml7rAL 10/05/05 PERMIT Sheet Number 7 15TORA&E 2 11 IT I N I&T I 61Y11-1 .................. N f I SLAB ON GRADE ABOVE ROOM 1=1N15H 5*rM50L / KE)" TO ROOM 1 SOUTH FAST DECK 15 NOT V I I&T I q' 01-05FT V J4 AFFLICAITON TOO SUBMITTAL I CE I L I N& HT 0 ROOM NAME /NUMBER W, PER X VARIE5(SLO1'EV) FLOOR-- BENCH Y4/ STEAM UNIT BELOW BASE D ViALL5 CEILING 0 CARPET * PAD L LIMESTONE TILE 6p TEXTURED 6YP 45P TEXTURED 6YP Co SEALED CONCRETE 5T STONE 65 SMOOTH 6YP 66 SMOOTH 6YP L LIMESTONE TILE T TILE 6T FIRETAPED GYP 6T FIRETAPED 6YP ST STONE V VINYL P PLASTER P PLASTER T TILE Yq HOOD T TILE T TILE V VINYL DG I BATHROC Yq WOOD M A ilkk I F-J I F-A 0 WA 'a 10 m: 1 11 7 1� 0 2 41-011 V-Oil 2515 ScL. Ft. of 6RFA this level 4744 Sq, Ft. of 6RFA TOTAL (4146 5cl, Ft. of 6RFA allowed) Sheet Number A2.1 2V-O" 4'-T OI )LT IN .OkG BOARD % J T E:D S C '54 OV2 r l5 II BATH 5 0 Yi I IN 1(9 ne 1@2 -p CL05ET 5 16 L A /T E3 A4.1 " It A4.2 ME BEDROOM 5 N Vq GP CAP 121 - �II 10 I 1 . V w i LAUNDRY HALLYWr I IN I Y4 loplopllo'l -- i (0 1W. 2 NORTH EAST DECK 15 INCLUDED IN 50OFF OF WORK FOR THIS 1 "0 :2 ( 5'-49,40' -6" 41-VY4 51-1cl e AFFLICAITON - - ------------- .... ................... .. I PATIO I I 5TI (0 0 ----------- ---- ---- -- in BB 0 T .......... DO Da --- ----- - . ... . —4FF Da JE1 4' 5OFFIT ABOVE .... .. .... .... . ...... .. ..... SEE CABINETRY SHOPS K M Cl' —) 1 V-15/411 �b O iA — — - — - — - — - — - — - — - — - — I FAMILY ROOM I YS I A IF IF 110 1 -A or Scott D. Undall. MECHANICA < SOUTH FAST DECK 15 NOT V I I&T I q' 01-05FT V J4 AFFLICAITON TOO SUBMITTAL I PERMIT 0 W, PER X BENCH Y4/ STEAM UNIT BELOW D F CL05ET L AC4ES5 PANEL IN ADJACENT 4' OL05ET F Yi N C'F 1(51.1 F- : DG I BATHROC 2V-O" 4'-T OI )LT IN .OkG BOARD % J T E:D S C '54 OV2 r l5 II BATH 5 0 Yi I IN 1(9 ne 1@2 -p CL05ET 5 16 L A /T E3 A4.1 " It A4.2 ME BEDROOM 5 N Vq GP CAP 121 - �II 10 I 1 . V w i LAUNDRY HALLYWr I IN I Y4 loplopllo'l -- i (0 1W. 2 NORTH EAST DECK 15 INCLUDED IN 50OFF OF WORK FOR THIS 1 "0 :2 ( 5'-49,40' -6" 41-VY4 51-1cl e AFFLICAITON - - ------------- .... ................... .. I PATIO I I 5TI (0 0 ----------- ---- ---- -- in BB 0 T .......... DO Da --- ----- - . ... . —4FF Da JE1 4' 5OFFIT ABOVE .... .. .... .... . ...... .. ..... SEE CABINETRY SHOPS K M Cl' —) 1 V-15/411 �b O iA — — - — - — - — - — - — - — - — - — I FAMILY ROOM I YS I A IF IF 110 1 -A L BEDROOM 2 N I Y'l I&PI ((5F1 10 A I � I I E3 A4.2 .............. ............... ...... ... . . . ....... ------------------ - - - -------- - - ------- --- ......... - .......... .... ....... - (00 0 2' -10" I- 1-2'-4 iY-W - --------- 1 --- -------- F ht written authorization Q C opyright GPSL Architects, P.C. All Rights Reserved G A li P C p S R ights y h g A rchitects, t This document and the ideas es and designs Incorporated herein, as an Instrument of 1, ss professional service, is the property of GPSL Architects, P.C., and L nd Is not to be used, In whole or In part, for any other project without the Edward I of Edward M, Gwaihmey Jr., He— R Pratt Sldn— Schultz or Scott D. Undall. A4.5 SOUTH FAST DECK 15 NOT INCLUDED IN SCOPE OF Dote: WORK FOR THIS J4 AFFLICAITON TOO SUBMITTAL 10/05/oa PERMIT 0 ------------------ BENCH Y4/ STEAM UNIT BELOW AC4ES5 PANEL IN ADJACENT OL05ET DG DG HE3 -C " PATIO 2 I 5TI I - I - I leol >5ET 2 Vq I&PI&PI1 ---------------------- L BEDROOM 2 N I Y'l I&PI ((5F1 10 A I � I I E3 A4.2 .............. ............... ...... ... . . . ....... ------------------ - - - -------- - - ------- --- ......... - .......... .... ....... - (00 0 2' -10" I- 1-2'-4 iY-W - --------- 1 --- -------- F ht written authorization Q C opyright GPSL Architects, P.C. All Rights Reserved G A li P C p S R ights y h g A rchitects, t This document and the ideas es and designs Incorporated herein, as an Instrument of 1, ss professional service, is the property of GPSL Architects, P.C., and L nd Is not to be used, In whole or In part, for any other project without the Edward I of Edward M, Gwaihmey Jr., He— R Pratt Sldn— Schultz . � x f ALL 5UIL121N(5 MATERIAL5 AND FIN15H COLORS TO MATCH EX15TIN& MG 1 N 7 Y RE' 0 R E 5 1 17)"EN OE" I N 14 1 , GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476.1147 fax: 970.476.1612 gpsiarchitects.com r.. I o or Scott D. Undall. A4.5 SOUTH FAST DECK 15 NOT INCLUDED IN SCOPE OF Dote: WORK FOR THIS 05/:25/05 I AFFLICAITON TOO SUBMITTAL 10/05/oa PERMIT . � x f ALL 5UIL121N(5 MATERIAL5 AND FIN15H COLORS TO MATCH EX15TIN& MG 1 N 7 Y RE' 0 R E 5 1 17)"EN OE" I N 14 1 , GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476.1147 fax: 970.476.1612 gpsiarchitects.com r.. I o 4'-,Y' WROUGHT IRON 6AUR,0 RAIL (P 56" ABOVE NOSING 1, ir 5 V 2 II W FM POWER VENT, FLUE EXITS BELOW COUNTER TOP HEIGHT 24 2 : 2 ' -0 " 4 4 STA IR :2 W IT, I F IV I L - - - - - - ------ ------- 4 ------- _J SKI RACK ----- -------- (10 FAIR) BENCH rV 10 OUBBIE ABOVE 4 BELOW I L I I :2V2 KITCHF=N a) L I L EF �­P REF RL-I ... ...... .. . rl>yq (: To El At if I I 1GARAGE SLAB ON SRAVE ABOVE w_.._ -------- - linj ... ............. . r I I' - VV211 4 INROU6114T IRON GRAB RAIL @ 56" ABOVE NOSING CO 1 Y4 I&T I&T 1 10 1 TRENCH DRAIN a DG I. 4'-10!/2' 24'-0' WROUGHT IRON GRAB RAIL o 36 ABOVE NOSING E A4.5 0 ........ ......... F ...... IT V 4 A n ... ....... ..... ...... .. ........ . ........ ....... . ........... _ - ---- I BREAKFAST P ............. U) [PE T 4 ENTRY V 1- 5TA IIP, I (A T-2501 a 2 4 4 5YMBOL / KEY TO ROOM r,>F EXISTING 0,_ZT lot CEILING HT WI NDOW Y. ROOM NAME/NUMBER — APO FRENCH DOOR fn 5!,�211, VARIES(SLOPED) 44 tip 5 Z-10 MATCHING DOOR i )NALL5 CEILING C t L LIMESTONE TILE ON LIVING ROOM S c7F TEXTURED GYP CO ze :2 1 541 STONE :2 1 541 \ NORTH WALL C6 SMOOTH (5YF L LIMESTONE TILE T TILE _ C - ----- I57T FIRETAFED GYP 5T ---- --------- F PLASTER F PLASTER T TILE F L WOOD T TILE T TILE V VINYL JONI WOOD _NA Q -- -------- 4 4 Fe N DEMO EXISTING COLUMN Z41 21 -4 s�n II AT BUILDING RELOCATE II EXISTING RAILI�6 II To DECK ADDITION RECESSED HYDRONIo HEATER .--l. . .. .... - F .... . ...... .. .... N1 CUSTOM GRILL 5 „ II 17 DECK :2 I 5TI - I - I - 11- MASTER BEDRM. A I NFN DE - K T� ?q I W IF Iv I 5TI - I I - I - I II j ii ALL BUILDING MA�,ERIALS ii AND FINISH COLORS To MATCH EXISTING Q I in DG A A AL A, I I B I MASTER CLOSET IN I N IF V .......... .......... ...... .... ----------- ---------- - -------- - - - . ...... STEAM UNIT, UNDER BENCH ACCESS PANEL IN TOILET ROOM ROOM FIN15H 5YMBOL / KEY TO ROOM , 0,_ZT lot CEILING HT MASTER BATH ROOM NAME/NUMBER fn 5!,�211, VARIES(SLOPED) 44 tip 5 Z-10 3'- IOC" i )NALL5 CEILING C t L LIMESTONE TILE 61 S c7F TEXTURED GYP CO SEAL CONCRETE 5T STONE 65 SMOOTH GYP C6 SMOOTH (5YF L LIMESTONE TILE T TILE 6T FIRETAFED GYP I57T FIRETAFED GYP 5T STONE V VINYL F PLASTER F PLASTER T TILE N WOOD T TILE T TILE V VINYL Fe N DEMO EXISTING COLUMN Z41 21 -4 s�n II AT BUILDING RELOCATE II EXISTING RAILI�6 II To DECK ADDITION RECESSED HYDRONIo HEATER .--l. . .. .... - F .... . ...... .. .... N1 CUSTOM GRILL 5 „ II 17 DECK :2 I 5TI - I - I - 11- MASTER BEDRM. A I NFN DE - K T� ?q I W IF Iv I 5TI - I I - I - I II j ii ALL BUILDING MA�,ERIALS ii AND FINISH COLORS To MATCH EXISTING Q I in DG A A AL A, I I B I MASTER CLOSET IN I N IF V .......... .......... ...... .... ----------- ---------- - -------- - - - . ...... STEAM UNIT, UNDER BENCH ACCESS PANEL IN TOILET ROOM ROOM FIN15H 5YMBOL / KEY TO ROOM FINISIHE5 lot CEILING HT ROOM NAME/NUMBER fn VARIES(SLOPED) FLOO BASE i )NALL5 CEILING C CARPET 4 PAD L LIMESTONE TILE 61 TEMIREP GYP c7F TEXTURED GYP CO SEAL CONCRETE 5T STONE 65 SMOOTH GYP C6 SMOOTH (5YF L LIMESTONE TILE T TILE 6T FIRETAFED GYP I57T FIRETAFED GYP 5T STONE V VINYL F PLASTER F PLASTER T TILE N WOOD T TILE T TILE V VINYL JONI WOOD I �� MOINTYRr- RE' Dr-OK Al:;)IDITION & I _V/ I 21 1 4l-'7J ........... -- - ---------- _00 - 16' -2 V" C , A43 KWA ME A4_5 SOUTH EAST DECK 15 NOT INCLUDED IN SCOPE OF WORK FOR THIS AFFLICAITON i 2451 5q, Ft. of &RFA this level ESE 4 5q, Ft. of (5RFA TOTAL 0 :2 41-011 51-011 (4 Sq. Ft. of &Rf'A allovied) GPSL Architects, pc. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970.476,1147 fax: 970.476.1612 gpsiarchitects.com Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an instrument of professional service. Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwethmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall. DOt4D: TO\/ 5UBMITTAL FEP,MIT f4 IT-11 B A42 Q% DI NING ROOM I 11^11vilp IF IV I 15 1 -0 11 5' 04 -O! , Y V-0 2' 4'- 000* I it ADD rvU+TER AT r -,E QF Drrx =DC AND AT SOUTH XIS IN6 DECK I 1 11 I DECK ST SLOPE TO DRAIN I V4" FBI FOOT ----- ---- - ---------------- ----------------- ii RELO�AE PX15TIN6 T RAILING II TO PECK ADDITION I� 51"2 DEMO EXISTING 1 11 COLUMN AT BUILDING 17 T ............................ t o I &RFAT ROOM ININIP 1P in ift NORTH F DICK 15 INCLUDED IN 50OPr= OF WORK FOR TH15 APPLICAITON O in lot fn o Ni i 500 01 NOTE: ADDITIONAL FLAT PROFILE CAST STONE WINDOW SURROUND REOUIRED AT HEADS OF THESE NINDON5 DUE TO A51 #e5 ----\ KITCHEN RIDGE 5:261'—' -------------------------------- ------------------------ STAIR 2 RIDGE ... .. . ..... . .. .... . .. .... .. . . ..... .. . ..... __/ ------------- L_ 75� NOTE: OMIT CAST STONE CORNICE MOLDING INCREASE CAST STONE W NDOVi 5URROUNP AT HEADS PER A51 #0 SOUT '"LEVATION CEDAR SHAKE ROOF NOTE: OMIT PER ASI #a CAST STONE GROWN MOLDING F I FS STONE DRIP CAP M055 ROCK STONE VENEER PARTIAL SOU"I"n' ELEVATION mg \ g M " N M" 11 NEI 1 .......... ...... 0 21 -0 41-011 V-011 6x12 RAFTER TAILS x5 RE — SAWN CEDAR FASCIA E I FS \r-.A5T STONE WINDOW SURROUND T.O. CAP 8 5 6 MAIN RIDGE SOUTH EA5T DECK 15 NOT INCLUDED IN SCOPE OF V40RK FOR TH15 APPLICAITON .-A ALL BUILDING MATERIALS AND FINISH COLORS TO MATCH EXISTING DEMO WINDOW, ADD DOOR ...... WROUGHT IRON HAND RAIL CAST STONE PILASTE-k A 11.� LEVEL a248 -O"_" ----------------------------- TOP OF STONE CAP —TERRA COTTA FLUE SURROUNDS CEDAR SHAKE ROOF OA5T STONE CAP M055 ROCK STONE VENEER CHIMNEY f- lop" III II IIIIIII Now is J. F, 0, 0 2 41-011 51-011 STONE DRIP CAP ", M055 ROCK STONE VENEER GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476.1147 fax: 970.476,1612 gpsiarchitects.com Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwolhmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall. I Date: 05/:25/05 TOV SUBMITTAL 10/03/05 PERMIT Sheet Number A5.1 77" .......... ............ . ......... .. ... TOP OF STONE CAP ------------------------------ UPPER LE' NA &248' -O IRON HAND RAIL --------------- L -- - -- -- ----- L ---------------- J NOTE: OMIT CAST STONE CORNICE MOLDING INCREASE CAST STONE W NDOVi 5URROUNP AT HEADS PER A51 #0 SOUT '"LEVATION CEDAR SHAKE ROOF NOTE: OMIT PER ASI #a CAST STONE GROWN MOLDING F I FS STONE DRIP CAP M055 ROCK STONE VENEER PARTIAL SOU"I"n' ELEVATION mg \ g M " N M" 11 NEI 1 .......... ...... 0 21 -0 41-011 V-011 6x12 RAFTER TAILS x5 RE — SAWN CEDAR FASCIA E I FS \r-.A5T STONE WINDOW SURROUND T.O. CAP 8 5 6 MAIN RIDGE SOUTH EA5T DECK 15 NOT INCLUDED IN SCOPE OF V40RK FOR TH15 APPLICAITON .-A ALL BUILDING MATERIALS AND FINISH COLORS TO MATCH EXISTING DEMO WINDOW, ADD DOOR ...... WROUGHT IRON HAND RAIL CAST STONE PILASTE-k A 11.� LEVEL a248 -O"_" ----------------------------- TOP OF STONE CAP —TERRA COTTA FLUE SURROUNDS CEDAR SHAKE ROOF OA5T STONE CAP M055 ROCK STONE VENEER CHIMNEY f- lop" III II IIIIIII Now is J. F, 0, 0 2 41-011 51-011 STONE DRIP CAP ", M055 ROCK STONE VENEER GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476.1147 fax: 970.476,1612 gpsiarchitects.com Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwolhmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall. I Date: 05/:25/05 TOV SUBMITTAL 10/03/05 PERMIT Sheet Number A5.1 E RIDGE 2x5 RE-5ANN OED, . ......... . .. . . 8266 -1 V4 CAST STONE WINDOW SURROUND STAIR RIDGE g- TOP OF STONE CAP UPPER LEVEL I i r _-__-___-------------------------- GARAGE 5245 -6 &xl'-') RAFTER TAILS ---, 2xE5 RE -SAWN CEDAR FASCIA CEDAR 5HA<F ROOF ---------- r - - I - -I- ----------------- L ------------ J ------- J ----------------------------------- TERRA COTTA FLUE SURROUNDS CAST STONE CAP MOSS ROCK STONE VENEER CHIMNEY L MC v. T.O. CAP ------------------ --------------------------------------------------------- 52 (OCT -5 / / - TOP OF STONE --- - -- ------ -------------------------------------------- 0251'-4 UPPER LEVEL a248'-O" SOUTH EAST PECK 15 N( INCLUDED IN SCOPE OF WORK FOR TH15 APPLICAITON TOP OF STONE CAP_ LONER LEVEL 525T -0" EIF5 IN T STONE PILASTER ,- =r-, t, in e-- yAKE ROOF EIF5 N5T STONE DRIP CAP OSS ROCK STONE VENEER PARTIAL E,45T ELEVATION > ME WEI 0 2 41-0" 51-011 IRON HAND RAIL ` C--XADL= NORTH EAST DE 15 INCLUDED IN SCOPE OF WORK FOR TH15 APPLICAITON OF TONE CAP ------ -------------------------------------------------------------------- - -- ------- - eQ5q'-O" 4 Ll LJ R LEVEL --------------- - ---- ----------------------------------------------------------------------- LONt= - L 4)51M wo&> �11 I II II I rr — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T T I LL ---------- - - - - -- — — — — — — — — — — — — — — — — — — — — — J — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - - - - -- — — — — — — — L---J - - - - -- - - - - - - - - - - - - - - - — — -L -- - -_J CAST STONE WINDOW SURROUND AST STONE DRIP CAP �-- M055 ROCK STONE VENEER GPSL Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970.476. 1 147 fax: 970.476.1612 gpslarchitects.com © Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an instrument of professional service, is the property of GPSL Architects, P.C., and Is not to be used. In whole or In part, for any other project without the written authorization of Edward M. Gwoihmey Jr., Henry R. Pratt, Sidney Schultz. or Scott D. Lindell. Dote: 05/25/081 TO\/ 5UBM117AL 10/05/05 PEP,MIT Sheet Number EAST "ELEVATION tfflx`gl� 0 :2 41-011 8 1-011 "W I mm -- ��• AV, h tm P MPAM 1� GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476,1147 fax: 970.476.1612 gpsi architects. com NOTE: OMIT OA5T 5TONE CORNICE MOLDING FER A51 #a ADD CA5T 5TONF IN I NDON HEA1;)1=R, 51M TO ALL NINPON5 IN 5TONF VENEER; NINr;)ON "A" 15 4'0" Nlt;)F JAMB TO JAMB 6A22 RAFTER TAILS V T.O. CAP ------------------------------ ------------------------------------------------ MAIN RIDGE -- 12 WROUGHT IRON HAND RAIL CAST STONE PILASTER - ir 11 TOP OF STONE GAP - 824q' -O" .... .... .. UPPER LEVEL 5245'-0" exIST'l .. .... .... ... TOP OF STONE CAP IT ,T� F _ffFl [F ------------ a2 LOWER LEVEL ...... .. . ...... . ..... . .. .... ... ALL BUILDINC7 MATERIALS AND FINISH COLORS TO MATCH EXISTING - 011 s' ...... .. .. Li O _ ...... ........ ........ .. .. - . .. .. .... • .... ........ ........ .......- ..... _ ------------ ---- - - - ------ -------- - - ---------- - --- - --- NORTH FAST DECK 15 INCLUDED IN SCOPE OF WORK FOR TH15 APPLICAITON In' 77 V-0" - - 5 CEDAR SHAKE ROOF /-2xa RE-5APSN CEDAR FASCIA ... ... . ... 0 J E -HU LEVEL EVE L 0 Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs Incorporated herein, as on Instrument of professional service, is the property of GPSL Architects, P.C., and is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwathmsy Jr.. Henry R. Pratt. Sidney Schultz. or Scott D. Undall. Pota: 05/:25/05 TO\/ 5U15MITTAL 10/05/05 PERMIT Sheet Number MO I N7YRE RE5 I DE"NOE' Dr=0< ADDITION NORTH ELEVATION F;3 `. 1 . W . N A33 DESIGN CRITERIA: MCINTYRE DECK EXPANSION JOB #: 0809-22 Deck Live Load ------------------------------------- 100 pof Deck Dead Load ------------------------------------ 50 paf Seismic Design Category ------------------------------- EXEMPT IBC Edition --------------------------------------- 2003 FOUNDATION DESIGN: o. Design of individual footings in based on on oaaurnnd rnoxinurn oUm*ob|e bearing pressure of 2000 psf (dead load plus full live load). b. Footings nhoU be placed on the natural undisturbed oni| or compacted structural fill per the recommendations of the geotechnical engineer, below front depth.. C. A representative of the geotechnical engineer uhoU verify soils conditions and types during excavation. Because gooteohnico| information was not available at the time of preparation of the construction documents, we have used ooaurnod vo|uoa based on ainnUor sites in the Vnro. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from design 000unnptinno to structural engineer for re-evaluation of foundation design. REINFORCED CONCRETE: o. Concrete design is based on the "Building Coda Requirements for Reinforced Concrete" /AC| 318\ as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete ahoU have o rninirnurn 28-doy compressive strength of 3000 poi. C. Concrete ehoU be proportioned using Type |-|| sulfate-resistant cement. Admixtures containing chloride salts ohoU not be used. d. Cold weather concreting procedures ahoU be provided as recommended in the ACI Manual of Concrete Practice e. Anchor bolts for boonn and column bearing plates ohoU be p|onod with setting templates. t Concrete coverage for reinforcing steel: 1. Concrete coot against and permanently exposed to earth: 3" 2. Concrete exposed to north or weather: A. #5 bar and srno||er 1 1/2" B. #0 through #18 bar 2^ 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, 'Viata /#11 bar and arnoUer\ 3/4" B. Baorno. oo|urnno 1 1/2" REINFORCING STEEL: o. Detailing, fabrication and placement of reinforcing steel aho|| be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars nho|| conform to ASTW Specification A615 and uho|| be grade OO except ties, field bent bars where permitted by note on plan, or bars to be we|ded, which aho!| be grade 40. C. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 INCH-POUND #3 #4 #5 #8 #7 #8 #B #10 #11 STRUCTURAL WOOD FRAMING: u. Studs aho|( be Stud grade and better Douglas Fir-Larch or Hem Fir. b. Built-up posts ehoU consist of Douglas Fir-Larch or H*rn Fir #2 or better 2x4 or 2x8 studs per plan and ohoU be nailed together with 2 rows of 18d nails @ O" on center along each stud. C. Top and bottom okatae aho!| be Douglas Fir-Larch or Henn Fir #2 and better. Plates p|000d directly on concrete woiio or a|obo aho|\ be proaou re- treated Hnrn Fir . d. Except as noted otherwise, nninirnurn nailing ahq|| be provided as specified in the 2003 IBC Table 2304.9.1. n. Bolts used for wood framing connections oho|| be installed with standard washers and nuts. f. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beorne to other beams at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Typo HU hangers of o size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. g. Laminated veneer lumber /LVL\ oho|| have the following rninirnunn properties: 1. Flexural stress --------------------------- 2600 psi 2. Modulus of elasticity ----------------------- 1 psi 3. Tension parallel to groin --------------------- 1850 poi 4. Compression poro||a| to grain ----------------- 2310 psi 5. Compression perpendicular to groin /poro||*l t0 glue line) 750 psi O. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi 7. Connection of mnu|t(p|e-rncrnbur beams: A. Top-loaded beonno 1\ For members 12" deep or less, nail each rnernbor to the next with 2 rows of 16d nails at 12" o.c. ii\ For rnonobere greater than 12" deep, nail each rnernbwr to the next with 5 rows of 16d nails at 12" o.n. B. Side-loaded beams i\ For two or three rnornbar beams, nail each member to the next with J rows of 16d nails at 12" o.o. ii\ For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" o.n' iii) For members consisting of more than four rnornbere, contact structural engineer. h. All lumber used in construction aho|| have o rnuxirnurn moisture content of 19%. i. Unless nnodo of treated or naturally decay-resistant wood, all deck beorna and joists (including g|uo-|orne) eider than 1%" shall be a*o|ed and flashed at the top surface per architect. STONE/BRICK VENEER: o. Anchored stone or brick veneer and its attachments nho|| conform to IBC Section 1405.6 with o wire tie to the structural booking for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as fo||ov/o one angle for each 4" of wo!} thickness, long leg vertical, to bear 4" rnininourn each end: 1. Openings to 4'-O" ----------------- J 1/2" x 3 1/2" x 1/4" 2. Openings 4'-1" to 6'-O" - - - - - - - - - - - - - 4" x 3 1/2" x " 3. Openings 6 to 8~-0'' - - - - - - - - - - - - - 5" x 3 1/2" x " 4. Openings 8'-1" to |0`-O" ------------ O" x 3 1/2" x 5/18" (Multiple angles aho>| be oriented back-to-back) C. Stone or brink veneer shall be supported on dry-stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: o. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final poaitiono, properly supported and braced. The contractor, in the proper aoquonce, ahoU provide shoring and bracing as may be required during construction to achieve the final oornp1ot*d structure. Contact structural engineer for consultation (not in contract) as required. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. C. Construction practices: General contractor is responsible for rnoona, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsit* safety is the sole responsibility of the contractor. All methods used for construction ohoU be in accordance with the latest editions of the iBC/IRC. d. Details not specifically shown on the drawings ahoU be constructed in o manner airni(or to the details that are shown for like conditions. These |tenna ahoU be brought to the attention of the structural engineer as moon as possible for approval. Approval aho|| be obtained prior to installation. e. All waterproofing and flashing is the responsibility of the architect and contractor. [ It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the ' baito by the engineer are for determination of general conformance with the construction documents and ohoU not be construed as inspection. g. Though every effort is rnodo to provide o onrnp|utn and clear set of construction documents, discrepancies or omissions may occur. R*|ooao of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the boot possible structure. These drawings have been prepared for the use of o qualified contractor experienced in the construction techniques and oyazorno depicted. h. Existing structures: Contractor ehoU be responsible for verifying dimensions, elevations, framing, foundation and anything else that may ffe t the work shown on the drawings. Underpinning shoring and bracing of existing structures ohoU be the responsibility of the contractor. A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LDNG|T LONGITUDINAL ADJ. ADJUSTABLE LTY�' LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH' ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BDT. BOTTOM /N\ NEW B.O.VY. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER O.C. ON CENTER C. J. CONTROL JOINT OPNG. OPENING Ck4U CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT R PLATE CLG. CEILING PLYM0. PLYWOOD CENTERLINE PKT. POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. COLUMN RAD. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE/REINFORCEMENT CONT. CONTINUOUS REQ'D REQUIRED CONST. CONSTRUCTION RET. RETAINING C.P. CRIPPLE POST REV. REVISION C. W. CRIPPLE WALL R.S. ROUGH SAWN DBL. DOUBLE 3CHED. SCHEDULE DET' DETAIL SECT. SECTION D|AG. DIAGONAL SHT. SHEET DVVL. DOWEL Sim. SIMILAR DWG. DRAWING S.|.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E. J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T&B TOP & BOTTOM EXSTG. EXISTING T&G TONGUE 8c GROOVE /E\ EXISTING T.O. TOP OF EXP. EXPANSION T.O.C. TOP OF CONCRETE EX'[ EXTERIOR T.O.F. TOP OF FOOTING F. D. FLOOR DRAIN T.O.L. TOP OF LEDGE FDTN' FOUNDATION T.O.M. TOP OF MASONRY FLR. FLOOR T.O.W. TOP OF WALL FRWC. FRAMING THRU THROUGH FTG. FOOTING TRAN5V. TRANSVERSE GA, GAUGE TRTD. TREATED GALV. GALVANIZED TS TUBE STEEL COLUMN GEN. GENERAL TYP. TYPICAL G.L. GLUE-LAW U.N.0. UNLESS NOTED OTHERWISE GYP. GYPSUM/GYPCRETE VERT VERTICAL HDR. HEADER \/|.F. VERIFY IN FIELD HOR|Z. HORIZONTAL W. F. WIDE FLANGE HSS HOLLOW STEEL SECTION W. P. WATERPROOF HT HEIGHT VKYKF. WELDED WIRE FABRIC INT. INTERIOR WD. WOOD /NV. INVERTED VY WITH JST. JOIST VY/O WITHOUT K KING STUD 2x8 STUDS Y PLYWD. OR 03B SHEATHING STONE VENEER PER ARCH. an OPTION: 4^ CM U BELOW GRADE FOR STONE VENEER r SUPPORT I Low, | U � �- �J �� | �~ - -A � ,n | � 3'-O" CONT. TREATED 2x6 [co W/ �E3 x �� 12 ' @TDP` 12' MID. HT, 8c BOT L 4x4xY4 W/ 7\ W/ ° EPDXY ANCH.'o EA. SIDE IN PRE-DRILLED 3 /4"0 HOLES 1`-5"* CONC. PIER � � /4\-#5 DYVL3 x O ' 1 ' -0 " NORTH 2. (N) POSTS BELOW ARE INDICATED: 0 DECK FRAMING PLAN SCALE: 1/4" V-0" f PLAN NOTES: 1. (E) REFERS TO EXISTING CONSTRUCTION (N) REFERS TO NEW 3. ALL COLUMNS ARE LABELLED AT THE TOP. 91, X C\1 _ Z = | | | } | | � . � � � | `- Z � . AMME EOUNDATION PLAN SCALE: 1/4" = V-0" PLAN NOTES: 1. (F) REFERS T0 EXIST CONSTRUCT /N\ REFERS TO NEW / \. 8'-1O E T.0.YV. = 8 246'-63/8 (E) T.O.F. = 8234'-5}/ STEP �----------7-------�OF��-------------� [ � � r-'�---��---�-----��-�����-�-� J" MAX. TOTAL THICKNESS STONE/MORTAR TOPPING |/ _� ------------� _ -J F - ---- ---- --- --- --- --- ~ ? �_ __ _- __ -- _- __ __ _-E TOVY = 824U-6 -` � / � � � . --- --- --- (E) T.D,F. = 8234-5l | ' | 6- �q | / (E) T 0. W. = 8238'-4Y2 Z' _O x S_O |/E\ T. = O2J3 O� ' '` ' � F. / --� CONC. PAD | | | / / � | | T.O.W. = 8236' .3 `c~ `nc _ nr7�'_n'� `- |> a ~| �� \-- /F\ O�/^ c.v^.Eu I NTO 3 ,^` HOLES ' � | | _ �"' | | NAL .3 UJ Co < 00000 v i LN `- |> a ~| �� \-- /F\ O�/^ c.v^.Eu I NTO 3 ,^` HOLES ' � � NAL UJ Co < 00000 v i cli 00 0) U L0 k. designed by MTN drawn by MTN checked by TDH issued 10/01 /08 . PRELIM PERMIT 10/02/08 sheet JOB #0809-22 �