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HomeMy WebLinkAboutB13-0187 REV1 PLANS APPROVEDNEW AND EXISTING ROOF:40 YR. ASPHALT SHAKES:"CERTAINTEED PRESIDENTIAL SHAKE "CHESTNUT" COLOR BLENDMETAL ROOF ON SHED DORMER:STANDING SEAM METAL DREX METAL - LOW REFLECTIVITY COLOR: 323 MANSARD BROWN WOOD SIDING: HORIZONTAL SHIP LAP COLOR: SHERWIN WILLIAMS SOLID STAIN "SW 3505 YANKEE BARN"WOOD AT ALL TRIM, BEAMS, POSTS,EXPOSED RAFTERS, SOFFITS, RAILINGS, AND FASCIAS:COLOR: SHERWIN WILLIAMS SOLID STAIN "SW 3507 RIVERWOOD"STUCCO SIDING:COLOR MATCH EL REY STANDARD COLOR "121 SANDALWOOD"STONE VENEER:RANDOM ASHLAR PATTERN MATCH GALLEGOS "54 HIGHLANDS BEAVER CREEK BLEND"CUT-STONE "SLOPED" CAP TO MATCH EXISTING KEYSTONE BLOCK WALLMATCH EXISTING WINDOW CLAD COLOR COOL GREY NE W W R O U G H T I R O N R A I L I N G S W / WO O D P O S T S A N D C A P NE W C O P P E R C H I M N E Y C A P NE W C O P P E R G U T T E R S NEW COPPER GUTTERS 8' - 11"8' - 1" MA I N L E V E L 82 8 1 ' - 9 " UP P E R L E V E L 82 9 0 ' - 8 " Pl a t e H e i g h t 82 9 8 ' - 9 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:06 PM A0 COVER SHEET0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate NA T E F O R D R E M O D E L & A D D I T I O N 10 7 9 S A N D S T O N E D R I V E W , V A I L , C O L O R A D O 1 / 8 " = 1 ' - 0 " 7 EL E V A T I O N - N O R T H - C O L O R 1/8" = 1'-0"8ELEVATION - EAST - COLOR 1 / 8 " = 1 ' - 0 " 9 EL E V A T I O N - W E S T - C O L O R REVISION 1 9-24-13By David Rhoades at 2:04 pm, Sep 25, 2013B13-0187 De s i g n R e v i e w St a f f A p p r o v a l By Wa r r e n Ca m p b e l l at 3: 2 9 pm , Oc t 04 , 20 1 3 0.4719 ACRES 1079 (UNUSED) S 2 1 ° 5 7 ' 0 3 " W 6 0 . 9 7 ' S47°04'12"W 95.00' S 3 1 ° 0 2 ' 0 9 " W 2 8 . 0 9 ' 40.26' LOT A-2 SANDSTONE DRIVE (60' R.O.W.) LION'S RIDGE LOOP (60' R.O.W.) LOT A-3 W LOT A-3 E 8310 830 0 8290 8280 8280 8300 8290 8270 UTILITY & DRAINAGE EASEMENT UTILITY & DRAINAGE EASEMENT ACCESS EASEMENT S75°19'07"W 206.50' S43°00'00"E 70.00' S49°35'10"W 79.33' N44°37'06"W 161.18' AD D I T I O N 82 8 1 ' - 6 " 82 8 1 ' - 9 " 6' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 9 6 ' B. O . W A L L = 8 2 9 0 ' BENCH BL E N D B O U L D E R WA L L I N T O E X I S T I N G 6' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 9 2 ' B.O . W A L L = 8 2 8 6 ' 4' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 8 8 ' B.O . W A L L = 8 2 9 2 ' 6' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 9 8 ' B. O . W A L L = 8 2 9 2 ' 82 9 0 ' - 8 " 2' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 9 8 ' B. O . W A L L = 8 2 9 6 ' 4' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 9 4 ' B. O . W A L L = 8 2 9 0 ' 6' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 8 8 ' B. O . W A L L = 8 2 8 2 ' EX I S T I N G T R E E S EX I S T I N G KE Y S T O N E BL O C K W A L L EX I S T I N G K E Y S T O N E B L O C K W A L L NE W F L A G S T O N E W A L K GA S FIR E LI N E O F E X I S T I N G DE C K T O B E RE M O V E D 4' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 8 0 ' B.O . W A L L = 8 2 7 6 ' SU N K E N HO T T U B FL A G S T O N E PA T I O 82 8 6 ' - 9 " FL A G S T O N E PA T I O FL A G S T O N E PA T I O 5' H E I G H T S T O N E W A L L : T.O . W A L L = 8 2 8 6 ' - 9 " B. O . W A L L = 8 2 8 1 ' - 9 " BU I L T - I N BB Q NA T U R E PA T H NE W E N T R Y S T A I R S 6' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 9 4 ' B. O . W A L L = 8 2 9 0 ' LI M I T S O F C O N S T R U C T I O N F E N C I N G IN C L U D E S I L T F E N C I N G O N D O W N H I L L SI D E F O R E R O S I O N C O N T R O L LI M I T S O F C O N S T R U C T I O N FE N C I N G T O F O L L O W PR O P E R T Y L I N E KE Y S T O N E B L O C K W A L L T O B E RE M O V E D D U R I N G CO N S T R U C T I O N F O R A C C E S S AN D R E B U I L T A T E N D O F CO N S T R U C T I O N . PR I M A R Y C O N S T R U C T I O N ST A G I N G A R E A 6' H E I G H T P A T I O W A L L : T. O . W A L L = 8 2 8 1 ' - 6 " B. O . W A L L = 8 2 7 5 ' - 6 " 3' H E I G H T B O U L D E R W A L L : T. O . W A L L = 8 2 7 4 ' B.O . W A L L = 8 2 7 1 ' NE I G H B O R HO U S E NA T U R E PA T H 3' - 0"11" BU I L T - I N S T O N E BE N C H A N D F I R E P I T 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:24 PM A1.1 SITE PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1Revision 1Date 1 1 " = 1 0 ' - 0 " 1 SI T E P L A N ZONING SUMMARYSingle Family Residence Owner: Nate Ford 1900 16th St Ste 1400 Denver, CO 80202-5255 303-579-7869 Location: 1079 Sandstone Drive #West, Vail, CO Lions Ridge Filing 1, Lot A-3W Parcel #2103-014-12-005PROJECT / CODE SUMMARY Class of Work: Renovation / Addition Type of Construction: Type V-N Type of Occupancy: R3 (single family)Levels: 2-story +basement IN S U L A T I O N S U M M A R Y AL L M I N I M U M I N S U L A T I O N V A L U E S F R O M I R C 2 0 1 2 RO O F J O I S T C A V I T Y = R - 6 7 N O N - V E N T E D (MIN. R-49) EX T E R I O R W A L L I N S U L A T I O N = R - 3 3 (MIN. R-20) BA S E M E N T W A L L I N S U L A T I O N = R - 2 1 (MIN. R-13) SL A B P E R I M E T E R I N S U L A T I O N = R - 1 0 (MIN. R-10) UN D E R - S L A B I N S U L A T I O N = R - 1 0 (MIN. R-10) WI N D O W S U - V A L U E M A X . = U - . 3 2 (MAX. U-.32) IN S U L A T I O N S U B C O N T R A C T O R M U S T V E R I F Y T H A T R - V A L U E S O F P R O P R I E T A R Y P R O D U C T S ME E T O R E X C E E D T H E R - V A L U E S L I S T E D A B O V E A N D T H A T I N S T A L L A T I O N P E R F O R M E D P E R MA N U F A C T U R E R ' S S P E C I F I C A T I O N S . A L L I N S U L A T I O N S H A L L C O M P L E T E L Y F I L L S T U D / J O I S T SP A C E S A N D H A V E P R O P E R A I R - B A R R I E R S H E A T H I N G O N B O T H S I D E S O F T H E S T U D / J O I S T SP A C E S . LIGHTING SUMMARY EXTERIOR LIGHTING:(5) LIGHT FIXTURES SHOWN ON THE SITE PLAN STEEL PARTNERS - DARK SKY CERTIFIED OUTDOOR WALL LANTERN (SPI-DS9164) FINISH "RUST" LENS "AMBER MICA"SIZE: H-9.5", W - 9.5" PROJ. 11.5"INTERIOR LIGHTING:GENERAL CONTRACTOR TO MEET 2009 IRC REQUIREMENT SECTION N1104.1 LIGHTING EQUIPMENT:"A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.STRUCTURAL ENGINEERING INDEX A1COVER SHEET + DETAILS + GENERAL NOTES A2FOUNDATION PLAN + DETAILS A3MAIN FLOOR FRAMING PLAN + DETAILS A4UPPER FLOOR FRAMING PLAN + DETAILS S5ROOF FRAMING PLAN + DETAILS S6DETAILSSheet List Sheet NumberSheet Name A0COVER SHEET A1.1SITE PLAN A1.2LANDSCAPE PLAN A2.1LOWER LEVEL FLOOR PLAN A2.2MAIN LEVEL FLOOR PLAN A2.3UPPER LEVEL FLOOR PLAN A2.4CONSTRUCTION DWGS & SCHEDULES A3.1NORTH & SOUTH ELEVATIONS A3.2EAST & WEST ELEVATIONS & CEILING A4.1BUILDING SECTIONS A4.2BUILDING SECTIONS A5.1DETAILS - GENERAL A5.2DETAILS - PATIO AND ENTRY NA T E F O R D R E M O D E L 10 7 9 S A N D S T O N E D R I V E W , V A I L , C O L O R A D O VA I L L O C A T I O N Zoning: RESIDENTIAL CLUSTER (RC) DISTRICT 2 HOUSES SHARE SINGLE LOT FOR CALCULATING ZONING LIMITATIONS Site Area: 2 Lots Combined = 41,120 s.f.Buildable Area:15, 588 s.f. (from old survey indicating 40% slopes)GRFA:West House GRFA = 1,975 s.f. (44%)East House GRFA = 2,496 s.f. (56%)Total Existing = 4,471 s.f.Allowed:5,611 s.f.(max 36% of “buildable area”)Existing:4,471 s.f. (both lots combined 1,975 s.f. + 2,496 s.f.)Available:1,140 s.f.Additional GRFA Proposed = 1,041 s.f.Site Coverage:Allowed:10,280 s.f.(max 25% of total site area)Existing:2,659 s.f. (both lots combined)Available:7,621 s.f.Additional Site Coverage Proposed = 520.5 s.f.Landscape and Site Development:Allowed:24,672 s.f. (min 60% of total site area)Existing:Not Known Parking:No change.Height:33 feet (conforming)GRFA SUMMARY GRFA CALCULATIONS INVOLVE BOTH SINGLE FAMILY HOUSES. A COMPLETE GRAPHICAL CALCULATION CAN BE FOUND ON GRFA SUMMARY DRAWING SET DATED 9-18-12 BY MARTIN MANLEY ARCHITECTS.FIRE DEPT. NOTE A TOWN OF VAIL FIRE DEPARTMENT APPROVED FIRE-SPRINKLER SYSTEM SHALL BE ENGINEERED AND INSTALLED.A HYDRANT FLOW TEST SHALL DETERMINE THE SYSTEM REQUIREMENTS.1 De s i g n R e v i e w St a f f A p p r o v a l By Wa r r e n Campbell at 3:29 pm, Oct 04, 2013 0.4719 ACRES 1079 (UNUSED) S 2 1 ° 5 7 ' 0 3 " W 6 0 . 9 7 ' S47°04'12"W 95.00' S31°02'09"W 28.09'40.26' LOT A-2 SANDSTONE DRIVE (60' R.O.W.) LION'S RIDGE LOOP (60' R.O.W.) LOT A-3 W LOT A-3 E 0.3' 0.6' 0.5'0.5' 8310 8300 8290 8280 8280 8300 8290 8270 UTILITY & DRAINAGE EASEMENT UTILITY & DRAINAGEEASEMENT ACCESS EASEMENT S75°19'07"W 206.50' S43°00'00"E 70.00' S49°35'10"W 79.33' N44°37'06"W 161.18' AD D I T I O N 82 8 1 ' - 6 " 82 8 1 ' - 9 " BE N C H 82 9 0 ' - 8 " EXISTING TREES EX I S T I N G K E Y S T O N E B L O C K W A L L NE W F L A G S T O N E W A L K GA S FI R E SU N K E N HO T T U B FL A G S T O N E PA T I O 82 8 6 ' - 9 " FL A G S T O N E PA T I O FL A G S T O N E PA T I O BU I L T - I N BB Q NA T U R E PA T H NE W E N T R Y S T A I R S LA N D S C A P E L E G E N D SY M B O L NA M E SIZEQUANTITY CO L O R A D O B L U E S P R U C E (P I C E A P U N G E N S ) 6' - 8' TALL3 A QU A K I N G A S P E N (P O P U L U S T R E M U L O I D E S ) 2" - 3" CAL.9 B FL O W E R I N G C R A B A P P L E (M A L U S S P P . ) 3" CAL.1 C WE S T E R N S A N D C H E R R Y (P R U N U S B E S S E Y I ) 5 GALLON5 D VA N H O U T T E S P I R E A (S P I R E A V A N H O U T T E ) 5 GALLON5 E LI L A C F R A G R A N T (S Y R I N G A V U L G A R I S ) 5 GALLON5 F SN O W B E R R Y (S Y M P H O R I C A R P O S A L B U S ) 5 GALLON5 G NA T U R A L G R A S S E S AREA = 440 S.F.LANDSCAPE NOTE:ALL DISTURBED AREAS SHALL RECIEVE REVEGETATION SEEDING WITH NATURAL GRASSES AND WILDFLOWER SEED MIX.IRRIGATION NOTE:ALL AREAS OF NEW SOD TO RECIEVE SPRAY IRRIGATION.ALL AREAS OF GROUND COVER AND TREE/SHRUB PLANGINGS TO RECEIVE UNDER-GROUND DRIP IRRIGATION.ALL IRRIGATION SYSTEMS TO BE DESIGNED BY A LANDSCAPE CONTRACTOR AND SUBMITTED TO THE ARCHITECT AND/OR OWNER FOR APPROVAL PRIOR TO INSTALLATION.RAIN SENSOR NOTE:THE IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR.EROSION CONTROL NOTE:ALL DISTURBED AREAS WITHOUT FORMAL LANDSCAPING TO RECIEVE REVEGETATION SEEDING.EROSION CONTROL SHALL BE MAINTAINED BY PLACEMENT OF HAY BAILS AND SILT FENCING ON DOWNSLOPE SIDE OF LOT AND IN DRAINAGE SWALES. (N O T E : R E P L A N T 3 E X I S T I N G S P R U C E T R E E S ) A B C D E F G A A A B B B B B B B B B C D D D D E E E E F F F F G G G G G D F E NA T U R A L GR A S S E S LI M I T S O F C O N S T R U C T I O N F E N C I N G IN C L U D E S I L T F E N C I N G O N D O W N H I L L SID E F O R E R O S I O N C O N T R O L LIMITS OF CONSTRUCTION FENCING TO FOLLOW PROPERTY LINE KEYSTONE BLOCK WALL TO BE REMOVED DURING CONSTRUCTION FOR ACCESS AND REBUILT AT END OF CONSTRUCTION.PRIMARY CONSTRUCTION STAGING AREA970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:26 PM A1.2 LANDSCAPE PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1 " = 1 0 ' - 0 " 1 LA N D S C A P E P L A N Design Review Staff Approval By Warren Campbell at 3:29 pm, Oct 04, 2013 DN DN A3 . 1 A3 . 1 A3.21 21 21' - 6" 52 ' - 0 " 2 A4.11A4.2 2 A4 . 2 3 A4.1 4 A4 . 1 3' - 0" 12' - 1" 1 A4.1 5' - 6 " 26 ' - 0 " 26' - 0" 10' - 3"11' - 3" EXISTING 6' HEIGHT KEYSTONE BLOCK WALL EXISTING SLOPING DRIVEWAYNEW FLAGSTONE WALKNEW 2' HEIGHT STONE RETAINING WALL & PLANTER - STONE VENEER OVER EXISTING PLANTER WALL EN T R Y VE S T I B U L E COATSDN . UP BA T H 1 BE D R O O M 1 EX P A N D E D ME C H R O O M 2-CAR GARAGE NE W S T O N E WA L L A T D E C K AB O V E EXISTING KEYSTONE BLOCK WALL - 6' HEIGHT WR O U G H T - I R O N R A I L I N G FR O N T L A N D I N G : 2" F L A G S T O N E O V E R 3 " CO N C R E T E O V E R P L Y . OV E R 2 X 8 J O I S T S NE W S T O N E T A P E R E D C O L U M N NEW STONE TAPERED COLUMN NEW FLAGSTONE STEPS 4 RISERS @ 6"EXISTING ASPHALT DRIVEWAY NEW STONE WAINSCOT W/ CUT SANDSTONE SLOPED CAP CA N T I L E V E R L A N D I N G B A L C O N Y 4 A4 . 2 ------ 3 A4.2 8 7 1 ---- 2 A5 . 2 3 A5 . 2 4 A5 . 2 NE W S L A B O N G R A D E 1 A5 . 2 5 A5.2 FR O N T P O R C H : 2" F L A G S T O N E O V E R 3 " CO N C R E T E O V E R P L Y . OV E R 2 X 8 J O I S T S 6 A5 . 2 10 1 10 6 10 5 7 A2 . 4 5 A4 . 2 SD CMSMOKE DETECTOR CARBON MONOXIDE DETECTORSYMBOL LEGEND FCEILING FAN SD SD CM REPLACE AND UPGRADE EXISTING FORCED AIR HEATING SYSTEM 2' - 1 0 5 / 8 " 6' - 3 3/4" RC-23 RC - 2 2 RC - 2 1 RE M O V E CL O S E T 61 9 . 5 S F EX I S T I N G L O W E R L E V E L 48 2 S F GA R A G E 51 9 . 3 S F NE W M A I N L E V E L 11 5 0 . 6 S F EX I S T I N G M A I N L E V E L 29 ' - 0 " 18' - 0 1/8" 52 0 . 2 S F NE W U P P E R L E V E L 59 4 . 4 S F EX I S T I N G U P P E R L E V E L AR E A O F V A U L T E D C E I L I N G O V E R 1 6 ' H E I G H T = 7 6 S Q . F T . 18' - 0 5/8" 29 ' - 0 " 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:29 PM A2.1 LOWER LEVEL FLOOR PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1Revision 1Date 1 1/4" = 1'-0"1LOWER LEVEL 1 / 8 " = 1 ' - 0 " 2 LO W E R L E V E L 1 / 8 " = 1 ' - 0 " 3 MA I N L E V E L 1 / 8 " = 1 ' - 0 " 4 UP P E R L E V E L AR E A S C H E D U L E - E X I S T I N G Na m e A r e a EX I S T I N G L O W E R L E V E L 6 1 9 . 5 S F EX I S T I N G M A I N L E V E L 1 1 5 0 . 6 S F EX I S T I N G U P P E R L E V E L 5 9 4 . 4 S F Gr a n d t o t a l : 3 2 3 6 4 . 6 S F AR E A S C H E D U L E - G A R A G E Na m e A r e a GA R A G E 4 8 2 S F Gr a n d t o t a l : 1 4 8 2 S F AR E A S C H E D U L E - N E W Na m e A r e a NE W M A I N L E V E L 5 1 9 . 3 S F NE W U P P E R L E V E L 5 2 0 . 2 S F Gr a n d t o t a l : 2 1 0 3 9 . 5 S F AR E A S C H E D U L E - A L L Na m e A r e a EX I S T I N G L O W E R L E V E L 6 1 9 . 5 S F EX I S T I N G M A I N L E V E L 1 1 5 0 . 6 S F EX I S T I N G U P P E R L E V E L 5 9 4 . 4 S F NE W M A I N L E V E L 5 1 9 . 3 S F NE W U P P E R L E V E L 5 2 0 . 2 S F Gr a n d t o t a l : 5 3 4 0 4 . 1 S F CO N S T R U C T I O N D O C U M E N T S N O T E : TH E S E C O N S T R U C T I O N D O C U M E N T S I N C L U D I N G A R C H I T E C T U R A L S H E E T S H A V E BEEN PREPARED IN RESPONSE TO THE SPECIFIC BASIC SERVICES REQUESTED BY T H E O W N E R C O N T E M P L A T I N G C O N T I N UE D I N V O L V E M E N T , S E L E C T I O N S A N D DECISION MAKING BY THE GENERAL CONTRACTOR AND OWNER THROUGH CO M P L E T I O N O F C O N S T R U C T I O N . TH E S E D O C U M E N T S I N D I C A T E T H E S C O P E O F A R C H I T E C T U R A L D E S I G N C O N C E P T S A P P R O V E D B Y T H E O W N E R A N D I N C L U D E D I M E N S I O N S O F T H E B U I L D I N G, THE TY P E S O F S T R U C T U R A L S Y S T E M S A N D A N O U T L I N E O F T H E A R C H I T E C TURAL AND STRUCTURAL ENGINEERING ELEMENTS OF CONSTRUCTION. TH E S E C O N S T R U C T I O N D O C U M E N T S P R O V I D E T H E S C OP E O F S E R V I C E S A S O U T L I N E D I N T H E A G R E E M ENT FOR ARCHITECTURAL SERVICES AND THEREFORE DO NO T N E C E S S A R I L Y I N D I C A T E O R D E S C R I B E A L L M A T E R I A L S R E Q U I R E D F O R F U L L P E R F O R M A N C E A N D C O M P L E T I O N O F T H E W O R K . IT I S T H E U N D E R S T A N D I N G O F T H E A R C H I T E C T A N D E N G I N E E R T H A T T H E GENERAL CONTRACTOR SHALL FURNISH ALL WORK REQUIRED FOR PROPER CO M P L E T I O N O F T H E W O R K A N D T H A T T H E W O R K S H A L L B E O F S O U N D A N D QUALITY CONSTRUCTION IN ACCORDANCE WITH INDUSTRY STANDARDS AND ALL MA N U F A C T U R E R S S P E C I F I C A T I O N S , I N S T R U C T I O N S , A N D W A R R A N T Y R E Q U I R E M E N T S . TH E C O N T R A C T O R , B A S E D O N T H E F O R E G O I N G , S H A L L P R E P A R E F O R O W N E R R EVIEW A REALISTIC BUDGET WITH A LATITUDE OF PRICES BASED ON AS S U M P T I O N S O F S C O P E O F W O R K AN D O W N E R P R O D U C T S E L E C T I O N S . CO N T R A C T O R ' S R E SP O N S I B I L I T I E S : TH E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R FI E L D V E R I F Y I N G A L L E X I S T I N G C O N D I T I O N S , CONSTRUCTION DOCUMENTS, STRUCTURAL DOCUMENTS, MU N I C I P A L A N D / O R C O U N T Y Z O N I N G C O DE S , P E R T I N E N T I R C 2 0 0 6 C O D E R E Q U I R EMENTS, AND GENERAL SPECIFICATIONS. TH E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A L L M E C H A N I C A L A N D E L E C T R ICAL ENGINEERING, DESIGN, SPECIFICATIONS AND DRAWINGS AS REQUIRED FO R B U I L D I N G P E R M I T A N D A P P R O VA L B Y O W N E R A N D A R C H I T E C T . CO P Y R I G H T R E S E R V A T I O N : TH E D R A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M EN T S P R E P A R E D B Y T H E A R C H I T E C T F O R T H I S PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FO R U S E S O L E L Y W I T H R E S P E C T T O T H I S P R O J E C T A N D , U N L E S S O T H E R W I S E P R O V I D E D I N W R I T I N G , T H E A R C H I T E C T S H A L L B E D E E M E D T H E S O L E A ND EX C L U S I V E A U T H O R O F T H E S E D O C U M E N T S A N D S H A L L R E T A I N , W I T H O U T L I MITATION, ALL RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON, WHETHER HA V I N G C O M E R I G H T L Y I N T O P O S S E S S I O N H E R E O F O R O T H E R W I S E , S H A L L EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO THIS PR O J E C T N O R F O R T H E C O M P L E T I O N O F T H I S P R O J E C T B Y O T H E R S , U N L E S S WITH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON AP P R O P R I A T E C O M P E N S A T I O N T O T H E A R C H I T E C T I N A N A M O U N T A N D K I N D SATISFACTORY TO THE ARCHITECT. THE ARCHITECT EXPRESSLY CLAIMS ALL PR O P R I E T A R Y R I G H T S I N T H E M A T E R I A L W H I C H I S I S S U E D I N C O N F I D E N C E FOR DESIGN AND/OR CONSTRUCTION PURPOSES OF THIS PROJECT AS NOTED. THESE MA T E R I A L S M A Y N O T B E C O P I E D , M O D I F I E D , N O R E M P L O Y E D I N A N Y W A Y W I T H O U T T H E S P E C I F I C P R I O R W R I T T E N C O N S E N T A N D P E R M I S S I O N O F T H E ARCHITECT. Design Review Staff Approval By Warren Campbell at 3:29 pm, Oct 04, 2013 UP A3 . 1 A3 . 1 A3.21 A3 . 2 21 2 2 A4.11A4.2 2 A4 . 2 3 A4.1 4 A4 . 1 10 ' - 0 " 16 ' - 0 " 18' - 0 1/8"13' - 0" EN T E R T A I N M E N T 1 A4.1 KI T C H E N LI V I N G R O O M BEDROOM 2DINING PATIO SU N S E T P A T I O BATH 2 SU N K E N H O T T U B : AL L R A I L I N G S T O B E R E P L A C E D DN NE W W I N D O W AB O V E B U I L T - I N S EX I S T I N G G A S FI R E P L A C E REPLACE WALL W/TIMBER BRACKET RE P L A C E W A L L W / TIM B E R B R A C K E T EX I S T I N G B A L C O N Y EXISTING BALCONY 4 A4 . 2 -- 13' - 0" - BU I L T - I N B B Q B E N C H NA T U R E PA T H 6' - 0"5' - 9 3/8"1 A5.1 5' - 0"8' - 1 3/8" WET BAR &WINE DINING ROOM 8' - 3 3/4"NEW POWDER BB Q P A T I O 8' x 3'-6"TABLE 13' - 2 3/8" 16 ' - 9 1 / 2 " 10' - 10" 3' - 9 1/2" 3' - 7 1 / 2 " 5' - 6 " 2' - 8 " 5' - 0 " 5 1 / 2 " NE W S T O N E SU R R O U N D 10 1 / 2 " 6' - 7 1 / 2 " 3' - 1 0 1 / 2 " 2' - 0" 9 5/8"6' - 2 3/8"3' - 9 5/8"2' - 0" 3 A4.2 9 8 7 1 SL I D I N G D O O R S GA S F I R E P L A C E A N D EN T E R T A I N M E N T B U I L T - I N S T O B E DE S I G N E D RENOVATED 29 ' - 0 " 3' - 6 1/2" 2' - 1" 8' - 0"4' - 4 1/2" 5' - 11 1/2"2' - 3"8' - 0"1' - 9 5/8" 13 ' - 1 " 2 A5 . 2 3' - 0"3' - 8 " 3 A5 . 2 4 A5 . 2 8"8' - 8"1' - 10 1/2" 21 ' - 7 1 / 2 " 8" 6' - 4 " 8" 7' - 1 1 " 3' - 7 1 / 2 " 2' - 5 " HO T S P R I N G G R A N D D M O D E L (O R E Q U A L ) 8 ' - 4 " X 7 ' - 7 " 38 " H E I G H T S L O P E S U R F A C E T O D R AI N 1/ 8 " / F T . 82 8 1 ' - 6 " 2" F L A G S T O N E T O P P I N G OV E R 4 " C O N C . S L A B O N GR A D E . 2' - 0"4' - 8"2' - 0" CO M P O S I T E DE C K I N G P A L A T T E S CE N T E R S E C T I O N RE M O V A B L E BU I L T - I N S T O N E B E N C H BU I L T - I N S T O N E F I R E P I T 10 5 10 6 10 7 102101102 10 3 107 109108 RA D O N M I T I G A T I O N F L U E PR O V I D E A C C E S S P A N E L A N D E L E C . HO O K U P S F O R F U T U R E F A N . 7 A2 . 4 GA S A P P L I A N C E F I R E P L A C E , S E A L E D U N I T MO D E L T O B E S E L E C T E D B Y O W N E R VE N T T H R U E X T E R I O R W A L L SD CMSMOKE DETECTOR CARBON MONOXIDE DETECTORSYMBOL LEGEND WA L L M O U N T E D H O O D SP E C S : 3 0 0 C F M (V E N T - A - H O O D N P H 1 8 - 1 3 6 H OR E Q U A L ) . 5 A4 . 2 CM SDSD SD FCEILING FANFF CA N T I L E V E R LA N D I N G RC-23 RC - 2 2 RC - 2 1 RC - 2 4 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:38 PM A2.2 MAIN LEVEL FLOOR PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1 / 4 " = 1 ' - 0 " 1 MA I N L E V E L Design Review Staff Approval By Warren Campbell at 3:29 pm, Oct 04, 2013 DN W DN 2 A4.11A4.2 2 A4 . 2 3 A4.14A4.1 6' - 0"6' - 0"1 A4.1 GU E S T BE D R O O M GUEST BATH MASTER BEDROOMMASTERBATHHALLVESTIBULEM. CLOSET18' - 0 5/8"29' - 0" 15' - 1" 4' - 6" 15 ' - 4 3 / 4 " BALCONY OP E N T O L I V I N G RO O M B E L O W ST A C K A B L E W/D HIGH WINDOWS HIGH WINDOWS 16 ' - 0 " 13' - 0" 4 A4 . 2 NA T U R E PA T H NOTE : REAR WALL TO MEET STRUCTURAL ENGINEERING REQUIREMENT IN RESPONDING TO THE ROCKFALL HAZARD REPORT FL A G S T O N E PA T I O 3' - 5 5/8"2' - 6"8"2' - 6"3' - 5 1/2"12' - 7 1/8"NEW RAILINGLINEN3A4.24' - 0"8' - 6"5' - 6" 13' - 10" 14' - 9" 12' - 0" 5' - 0 5 / 1 6 " 6' - 9"5' - 6"6' - 8"4' - 7 3/4"17' - 5 1/4"8' - 6"3 1/2"8' - 0"103 104 10 4 116110 117112115111113 118 RA D O N M I T I G A T I O N F L U E 7 A2 . 4 GA S A P P L I A N C E F I R E P L A C E , S E A L E D U N I T MO D E L T O B E S E L E C T E D B Y O W N E R VE N T T H R U E X T E R I O R W A L L GA S A P P L I A N C E F I R E P L A C E , S E A L E D U N I T MO D E L T O B E S E L E C T E D B Y O W N E R VE N T T H R U E X T E R I O R W A L L 5 A4.2 SD CMSMOKE DETECTOR CARBON MONOXIDE DETECTORSYMBOL LEGEND FCEILING FANSDSDSDCMFF 2 A4 . 1 1 A4 . 2 2 A4 . 2 3 A4 . 1 4 A4 . 1 1 A4 . 1 4 A4 . 2 6: 1 2 6: 1 2 6:12 6:12 6:126:12 2. 5 : 1 2 6: 1 2 3 A4 . 2 AR E A O F E X I S T I N G RO O F T O B E R E M O V E D NE W R O O F M A T E R I A L T O B E AS P H A L T P U R S U A N T T O T H E D R B AP P R O V A L . S E E F R O N T S H E E T FO R A S P H A L T R O O F M A T E R I A L AN D C O L O R SH E D R O O F T O R E C E I V E ST A N D I N G S E A M M E T A L RO O F I N G 2 A5 . 2 3 A5 . 2 4 A5 . 2 1 A5 . 2 5 A5 . 2 6 A5 . 2 7 A2 . 4 5 A4 . 2 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:48 PM A2.3 UPPER LEVEL FLOOR PLAN0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1Revision 1Date 1 1/4" = 1'-0"1UPPER LEVEL 1 / 4 " = 1 ' - 0 " 2 RO O F P L A N Design Review Staff Approval By Warren Campbell at 3:29 pm, Oct 04, 2013 UP W 1 A5 . 2 5 A5 . 2 FR O N T L A N D I N G : 2" F L A G S T O N E O V E R 3 " CO N C R E T E O V E R P L Y . OV E R 2 X 8 J O I S T S FR O N T P O R C H : 2" F L A G S T O N E O V E R 3 " CO N C R E T E O V E R P L Y . OV E R 2 X 8 J O I S T S 7' - 1 0 " 8" 2' - 8 1 / 4 " 8" 1' - 6 " 1' - 6 " 3' - 5"1' - 6"4' - 0"8" 6 A5 . 2 2 A5.2 3 A5.2 4 A5.2HOT TUB OUTLINE 7'-7" X 8'-4"6"8"2"8' - 4"2"8"2"7' - 7"2"3' - 7 1/2"8"1' - 2 1/2" 6" 8"6' - 4" 11' - 2 1/2" 8"4' - 2"8"4' - 6"1' - 2 1/2" 3' - 6 1/2"3' - 8"10' - 9 1/2"18' - 0"13' - 1"6' HEIGHT RETAINING WALL 6" STONE VENEER OVER CONC. WALL SLOPE TOP OF WALL 3'0" TO 6'0"6' HEIGHT RETAINING WALL 6" STONE VENEER OVER CONC. WALLSUNKEN SLAB W/SLOPE TO DRAIN REMOVABLE DECKING PALETTEON-GRADE PATIO:2"(MAX WIDTH) FLAGSTONE OVER 4" CONC. SLAB W/ WELDED WIRE FABRIC REINFORCING 13' - 11 1/2"8' - 8"D 2' - 5"8281' - 6"8281' - 6"8281' - 6"8281' - 4" 9' - 8 3/1 6" 7' - 5 1/4" 3' - 7 3 / 8 " 19' - 9 1/4" 5' - 5 3/16"BUILT-IN STONE BENCH BUILT-IN GAS FIRE-PIT RE: DETAIL 5 A4.2 RE M O V E W / D RE M O V E W A L L / D O O R NE W D B L . D O O R NE W W A L L S ( T Y P ) EX I S T I N G W A L L ( T Y P ) DE M O W A L L ( T Y P ) RE M O V E D E C K & S T A I R RE P L A C E T I M B E R R E T A I N I N G WA L L / C M U / S T O N E W A L L RE P L A C E F R O N T D O O R NE W W I N D O W T R I M ( T Y P ) NE W G A R A G E D O O R NE W W A T E R H E A T E R RE M O V E R O O F RE M O V E O L D D E C K RE P L A C E W I N D O W S RE M O V E S T A I R S RE M O V E E X I S T I N G BA Y W I N D O W VE R I F Y M E C H C H A S E RE P L A C E F I R E P L A C E NE W W I N D O W EX I S T I N G W A L L TO R E M A I N NE W A N D M O V E D W I N D O W MA I N L E V E L 82 8 1 ' - 9 " UP P E R L E V E L 82 9 0 ' - 8 " Pl a t e H e i g h t 82 9 8 ' - 9 " IN S T A L L 9 0 D E G R E E F I TT I N G A N D 4 F T . T A I L OF 4 I N . D R A I N T I L E E M B E D D E D I N F R E E DR A I N I N G G R A V E L . NO T E : A L L C O N T R O L J O I N T S , I S O L O A T I O N J O I N T S , C O N S T R U C T I O N J O I N T S A N D A N Y O T H E R JO I N T S I N T H E C O N C R E T E D S L A B S , O R B E T W E E N S L A B S A N D F O U N D A T I O N W A L L S S H A L L B E SE A L E D W I T H A C A U L K O R S E A L E A N T . G A P S A N D J O I N T S S H A L L B E C L E A R E D O F L O O S E MA T E R I A L A N D F I L L E D W I T H P O L Y U E R E T H A N E C A U L K O R O T H E R E L A S T O M E R I C S E A L A N T AP P L I E D I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R'S R E C O M M E N D A T I O N S . RO U T E 4 " A B S , P V C , O R E Q U I V I L E N T G A S - T I G H T , S U B S L A B P A S S I V E SL A B D E P R E S S U R I Z A T I O N V E N T F R O M B A S E M E N T T O R O O F TH R O U G H I N T E R I O R W A L L S ( S E E R A D O N P L A N S ) . AL L O W F O R T H E F U T U R E I N S T A L L A T I O N O F A N I N - L I N E F A N . PR O V I D E A 1 1 0 V O L T R E C E P T A C LE A T T H E F A N L O C A T I O N . PL A C E L A B E L S O N V E N T A T E A C H L E V E L : " R A D O N M I T I G A T I O N SY S T E M " . EX T E N D V E N T P I P E 1 2 " A B O V E R O O F . FAN IN S T A L L R A D O N S E N S O R A T L O W E S T L E V E L 6' - 8 " 1' - 0 " 6' - 8 " 1' - 6" 4' - 10" 6 12 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:46:52 PM A2.4 CONSTRUCTION DWGS &SCHEDULES0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1 / 4 " = 1 ' - 0 " 1 EN T R Y P O R C H C O N S T R U C T I O N P L A N 1/4" = 1'-0"2PATIO FOUNDATION PLAN 1 / 8 " = 1 ' - 0 " 3 EX I S T I N G L O W E R L E V E L 1 / 8 " = 1 ' - 0 " 4 EX I S T I N G M A I N L E V E L 1 / 8 " = 1 ' - 0 " 5 EX I S T I N G U P P E R L E V E L Door Schedule MarkFamilyWidthHeightComments 101Single-Raised Panel with wide Sidelights3' - 6"8' - 0"FRONT DOOR + SIDELITES 102Sliding-2 panel18' - 0"6' - 8"EXTERIOR GLASS 103Sliding-2 panel18' - 0"6' - 8"EXTERIOR GLASS 104Double-Glass 2 NO MULLIONS6' - 0"8' - 0"EXTERIOR GLASS 105Single-Flush13' - 0"6' - 8"GARAGE DOOR 106Flush_Double_Door_-_Adj_Swing_14' - 0"6' - 8"108Single-Flush12' - 6"6' - 8"110Single-Flush3' - 0"7' - 0"111Single-Flush2' - 8"7' - 0"112Door-Adjustable_22372' - 8"7' - 0"113Single-Flush2' - 6"7' - 0"115Single-Flush2' - 6"7' - 0"116Single-Flush2' - 6"7' - 0"117Single-Flush2' - 0"6' - 8"118Door-Adjustable_22372' - 0"7' - 0"Grand total: 15Window Schedule Ma r k T y p e M a r k W i n d o w T y p e W i d t h H e i g h t Head HeightCommentsType Comments 10 1 A C l a d U l t i m a t e C a s e m e n t 2 ' - 0"4' - 0"8' - 0"U-Value .32 max SHGC .48 max 10 2 A C l a d U l t i m a t e C a s e m e n t 2 ' - 0"4' - 0"8' - 0"RE-USE EXISTINGU-Value .32 max SHGC .48 max 10 3 B A w n i n g 3 ' - 0 " 2 ' - 0 " 9 ' - 0 " U-Value .32 max SHGC .48 max 10 4 B A w n i n g 3 ' - 0 " 2 ' - 0 " 9 ' - 0 " U-Value .32 max SHGC .48 max 10 5 C C l a d U l t i m a t e C a s e m e n t 2 ' - 0"3' - 4"6' - 8"REPLACEMENTU-Value .32 max SHGC .48 max 10 6 C C l a d U l t i m a t e C a s e m e n t 2 ' - 0"3' - 4"6' - 8"REPLACEMENTU-Value .32 max SHGC .48 max 10 7 C C l a d U l t i m a t e C a s e m e n t 2 ' - 0"3' - 4"6' - 8"REPLACEMENTU-Value .32 max SHGC .48 max 10 8 D C l a d U l t i m a t e C a s e m e n t P i c t ur e U n i t 6 ' - 0 " 2 ' - 0 " 6 ' - 6 " U-Value .32 max SHGC .48 max Gr a n d t o t a l : 8 WI N D O W N O T E S : 1. " S I E R R A P A C I F I C " O R E Q U A L - L O W- E , A L U M I N U M C L A D W O O D W I N D O W S . 2. U V A L U E S A N D S H G C V A L U E S C O M P LY W I T H I E C C 2 0 12 REQUIREMENTS. 3. A N Y W I N D O W S W H I C H D O N O T M E E T T H E M A X V A L U E L I S T E D M U S T B E B R OUGHT TO THE ATTENTION OF THE ARCHITECT.DOOR AND HARDWARE SELECTIONS BY OWNER 1 / 4 " = 1 ' - 0 " 6 FI R E P I T D E T A I L 1 / 4 " = 1 ' - 0 " 7 RA D O N M I T I G A T I O N D E T A I L 1 / 4 " = 1 ' - 0 " 8 TR A P E Z O I D W I N D O W S SE E T R A P E Z O I D D I A G R A M S F O R A L L TR A P E Z O I D W I N D O W S Design Review Staff Approval By Warren Campbell at 3:29 pm, Oct 04, 2013 MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"8' - 11"8' - 1"LOWER LEVEL 8272' - 6 1/2" 10 1 10 2 A2 . 4 8 MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"9' - 2 1/2"8' - 1"8' - 11"EXISTING FASCIAS NEW HORIZONTAL WOOD SIDING:8" REVEAL SHIPLAP NEW 2X6 CORNER TRIM NEW COPPER GUTTER EXISTING BRACKET WROUGHT-IIRON RAILING W/ WOOD CAP AND POSTS EXISTING WOOD DECK NEW STUCCO W/ INTEGRATED COLOR (NO ELASTOMERIC PAINT)NEW WOOD TRIM AROUND EXISTING WINDOWS EXISTING KEYSTONE BLOCK WALL. NE W C O P P E R C H I M N E Y C A P EX I S T I N G W I N D O W S W / N E W LA R G E W O O D T R I M SU R R O U N D EX I S T I N G D E C K T O B E R E M O V E D , NE W F L A G S T O N E P A T I O O V E R C R A W L S P A C E NE W S T O N E W A L L : 6' H E I G H T M A X I M U M 6' - 0" A5 . 13 A5 . 1 5 NE W F R O N T D O O R - S E L E C T I O N B Y O W N E R RE M O V E E N T R Y R O O F NEW STONE WAINSCOT VENEER RANDOM ASHLAR PATTERN MATCH GALLEGOS #54 HIGHLANDS BEAVER CREEK BLEND EX I S T I N G D E C O R A T I V E F A S C I A EXISTING KNEE BRACE EX I S T I N G K N E E B R A C E NEW PLANTER WALLS /W STONE VENEER NE W E N T R Y S T A I R S T O R E P L A C E E X I S T I N G RA I L I N G T O M A T C H N E W R A I L I N G S NE W ( 3 ) W I N D O W S T O RE P L A C E E X I S T I N G W/ H I G H E R S I L L 10 7 10 6 10 5 10 1 NEW AND EXISTING ROOF:40 YR. ASPHALT SHAKES:"CERTAINTEED PRESIDENTIAL SHAKE "CHESTNUT" COLOR BLEND 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:47:04 PM A3.1 NORTH & SOUTH ELEVATIONS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1 / 4 " = 1 ' - 0 " 1 EL E V A T I O N - N O R T H 1/4" = 1'-0" 2 ELEVATION - SOUTH Design Review Staff Approval By Warren Campbell at 3:29 pm, Oct 04, 2013 W MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"A5.172x12 RIM JOIST 102103104A5.14 10 8 10 3 10 4 2 A4 . 1 1 A4 . 2 2 A4 . 2 3 A4 . 1 4 A4 . 1 1 A4 . 1 4 A4 . 2 3 A4 . 2 SH E D C E I L I N G SL O P I N G C E I L I N G SH E D C E I L I N G SL O P I N G C E I L I N G 6:12 6:12 6: 1 2 6: 1 2 6: 1 2 2. 5 : 1 2 2. 5 : 1 2 6: 1 2 6: 1 2 6: 1 2 6: 1 2 6:12 6:12 FL A T C E I L I N G F O R HE A D H E I G H T EX I S T I N G RID G E B E A M NE W R I D G E BE A M A B O V E HE A D E R HE A D E R EX I S T I N G B E A M EX I S T I N G R O O F B E A M S , C U T A T N E W W A L L NE W E X P O S E D 6 X 8 B E A M T A I L S DE C O R A T I V E , S I S T E R O N T O R O O F RA F T E R S @ 3 2 " O N C E N T E R . NE W E X P O S E D 6 X 8 B E A M 5 1/2" RID G E B E A M SH O U L D E R B E A M DE C O R A T I V E B E A M AN D B R A C K E T ST R U C T U R A L B E A M AN D B R A C K E T SH O U L D E R B E A M RI D G E B E A M RI D G E B E A M E X P O S E D NE W E X P O S E D 6 X 8 B E A M 7 A2 . 4 5 A4 . 2 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:47:12 PM A3.2 EAST & WEST ELEVATIONS &CEILING0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1 / 4 " = 1 ' - 0 " 1 EL E V A T I O N - E A S T 1 / 4 " = 1 ' - 0 " 2 EL E V A T I O N - W E S T 1 / 4 " = 1 ' - 0 " 3 UP P E R L E V E L Design Review Staff Approval By Warren Campbell at 3:30 pm, Oct 04, 2013 MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"NEW BEDROOM NE W M A S T E R CL O S E T NEW REC ROOM NE W D I N I N G R O O M MO V E E X I S T I N G W I N D O W AN D A D D A D D I T I O N A L MA I N L E V E L 82 8 1 ' - 9 " UP P E R L E V E L 82 9 0 ' - 8 " Pl a t e H e i g h t 82 9 8 ' - 9 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " 10"8' - 4 1/2" 8' - 11"9' - 2 1/2" 9' - 2 1/2" 2' - 0" 52 ' - 0 " 8' - 1" 8' - 9" MA S T E R B E D R O O M MA S T E R B A T H BE D R O O M 2 GR E A T R O O M EN T R Y GA R A G E BA T H 1 KI T C H E N 16' - 0" MO V E DO O R ME C H . MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2" 52 ' - 0 " 8' - 4 1/2"9' - 2 1/2"8' - 11"8' - 1" MA S T E R BE D R O O M GREAT ROOM MA S T E R B A T H BE D R O O M KI T C H E N MA I N L E V E L 82 8 1 ' - 9 " UP P E R L E V E L 82 9 0 ' - 8 " Pl a t e H e i g h t 82 9 8 ' - 9 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " MA S T E R BE D R O O M BA T H KI T C H E N NE W D I N I N G 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:47:23 PM A4.1 BUILDING SECTIONS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 3 / 1 6 " = 1 ' - 0 " 1 LO N G S E C T I O N - N E W S O U T H 3 / 1 6 " = 1 ' - 0 " 2 LO N G S E C T I O N - N O R T H 3 / 1 6 " = 1 ' - 0 " 3 LO N G S E C T I O N - S O U T H 3 / 1 6 " = 1 ' - 0 " 4 SE C T I O N E N T R Y Design Review Staff Approval By Warren Campbell at 3:30 pm, Oct 04, 2013 MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"2 A4.1 8' - 1"3 A4.1 A5.11 NE W P O W D E R EXISTING BEDROOMREMODELM. BATH EXISTING GARAGE 3 A4 . 2 NE W D I N I N G RO O M NE W M A S T E R CL O S E T NE W G U E S T B A T H PLANTER GRADE AT ORIGINAL HEIGHT CUT-STONE CAP (SLOPED TOP)STONE VENEER OVER CMU BLOCK RETAINING WALL FLAGSTONE WALK OVER CONC. SLAB EXISTING KEYSTONE BLOCK RETAINING WALL TO REMAINNEW STONE VENEER 4' - 1 1/2"NEW CONC. FTG.RE: STRUC. DWGS 2 A4 . 1 3 A4 . 1 GR E A T R O O M EX I S T I N G B E D R O O M BA T H NE W F I R E P L A C E SU R R O U N D T O B E DE S I G N E D NE W B U I L T - I N S T O BE D E S I G N E D 5 A4 . 2 MAIN LEVEL 8281' - 9"UPPER LEVEL 8290' - 8"Plate Height 8298' - 9"LOWER LEVEL 8272' - 6 1/2"1 A4.24A4.14A4.2 GUEST BEDROOMGUEST BATH DININGENTERTAINMENT BB Q 2 A5 . 2 7 A2 . 4 MA I N L E V E L 82 8 1 ' - 9 " UP P E R L E V E L 82 9 0 ' - 8 " Pl a t e H e i g h t 82 9 8 ' - 9 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " 2 A4 . 1 3 A4 . 1 1 A4 . 1 3 A4 . 2 GR E A T R O O M GU E S T BE D R O O M DE N EX I S T I N G B E D R O O M ST A I R S RE A R W A L L O F A D D I T I O N T O M E E T LA T E R A L L O A D S F O R F A L L I N G BO U L D E R S A S P R E S C R I B E D B Y T H E RO C K F A L L H A Z A R D R E P O R T 5 A4 . 2 MA I N L E V E L 82 8 1 ' - 9 " UP P E R L E V E L 82 9 0 ' - 8 " Pl a t e H e i g h t 82 9 8 ' - 9 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " 7 5/8" 11 " 3' - 0" EX I S T I N G S T A I R S NO C H A N G E NE W S T A I R S 7' - 6" 8' - 11" R @ 7 5 / 8 " 14 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:47:31 PM A4.2 BUILDING SECTIONS0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1 / 4 " = 1 ' - 0 " 1 SE C T I O N G A R A G E - E A S T 1 / 4 " = 1 ' - 0 " 2 SE C T I O N L I V I N G R O O M 1/4" = 1'-0"3LONG SECTION - NEW NORTH 1 / 4 " = 1 ' - 0 " 4 SE C T I O N G B E D W E S T 1 / 4 " = 1 ' - 0 " 5 ST A I R S E C T I O N Design Review Staff Approval By Warren Campbell at 3:30 pm, Oct 04, 2013 6 1/4"2' - 2 1/4"3 1/2"2' - 5 3/4"3' - 0"3' - 6"4 1/2"3 3/4"3 3/4"7 1/2"3/4" SQUARE WROUGHT-IRON PICKETS 8X 8 W O O D P O S T W / DE C O R A T I V E N O T C H ME T A L C A P A T A L L P O S T S 3X 5 W O O D R A I L I N G C A P , SL O P E T O E X T E R I O R , C O V E R W/ M E T A L C A P 7/8 " X 2 1 / 2 " T O P R A I L S ( B O T H SI D E S O F R A I L I N G ) 3/ 4 " S Q U A R E W R O U G H T - IR O N P I C K E T S 3/ 4 " S Q U A R E W R O U G H T - I R O N MID - H E I G H T H O R I Z . B A R 1" S Q U A R E W R O U G H T - IR O N B O T T O M R A I L EX I S T I N G R I M J O I S T & WO O D D E C K I N G DECORATIVE 2X10 SISTERED ON EITHER SIDE OF EXISING 2X10 DECK JOISTS AT UNDERSIDE OF ALL DECKS.9" 5 1 / 2 " 2 1/2"5" 9 1/2" 3X 1 0 W O O D H E A D E R 2X 6 S I D E T R I M SL O P E D A P R O N 2X 6 B O T T O M T R I M ST U C C O O R W O O D S I D I N G W A L L 7' - 4 " 3' - 0" CO P P E R S H R O U D CO P P E R S U P P O R T L E G S CU T - S T O N E C A P 3' - 0"6" 3' - 5 " WO O D S I D I N G ( R E : E L E V S ) O V E R TH E R M A L A N D A I R - I N F I L T R A T I O N BA R R I E R O V E R P L Y W O O D SH E A T H I N G FL A S H I N G 3X _ W O O D H E A D E R ( R E : EL E V S ) W / S L O P E D T O P WA T E R P R O O F M E M B R A N E WIN D O W T A P E O V E R N A I L I N G FL A N G E SE A L A N T B E H I N D NA I L I N G F L A N G E 5/ 8 " G W B O V E R V A P O R RE T A R D E R O V E R 2 X 6 EX T E R I O R W A L L S T U D S CA V I T Y I N S U L A T I O N R E : SE C T I O N S PR E - F A B I N S U L A T E D HE A D E R WO O D C A S I N G PR O F I L E T B D BA C K E R R O D AN D S E A L A N T SH I M S P A C E 2X _ W O O D S I L L A P R O N W / SL O P E D T O P DR I P N O T C H WO O D C A S I N G PR O F I L E T B D BA C K E R R O D AN D S E A L A N T WA T E R P R O O F M E M B R A N E TA P E T O O V E R L A P A I R - IN F I L T R A T I O N B A R R I E R A N D EX T E N D O V E R R O U G H S I L L 5/ 8 " G W B O V E R V A P O R RE T A R D E R O V E R 2 X 6 EX T E R I O R W A L L S T U D S 2X _ W O O D S I L L ( R E : E L E V S ) WA T E R P R O O F M E M B R A N E WI N D O W T A P E EX T E R I O R IN T E R I O R EX T E R I O R WO O D S I D I N G ( R E : E L E V S ) O V E R TH E R M A L A N D A I R - I N F I L T R A T I O N BA R R I E R O V E R P L Y W O O D SH E A T H I N G 2X _ W O O D S I L L 5 1 / 2 " 10" 5 1 / 2 " 15 ' - 1 1 1 / 2 " 5 1 / 2 " 8" 7" 5 1/2" 1' - 3 3/8"6"5' - 3 1/8"6" WO O D T R I M P A C K A G E O V E R W O O D P A N E L L I N G WOOD OR STUCCO SIDING OVER WEATHER BARRIER HOUSE WRAP2X6 OVER 2X12 FASCIAGALV. MTL FLASHINGNEW ASPHALT SHINGLES OVER FULL-COVERAGE WATERPROOF MEMBRANE OVER PLYWOOD SHEATHING TIE AIRSPACE INTO EXISTING VENT AT ALL DISTURBED EXTERIOR WALLS:R-23 (5 1/2" )BLOWN -IN-BLANKET SYSTEM - FIBERGLASS INSULATION (BIBS)AT ALL DISTURBED EXTERIOR WALLS AND CEILING:DRYWALL REMOVED - REPLACE W/5/8"DRYWALLAT ALL DISTURBED EXTERIOR CEILING:R-38 (9 3/4") BLOWN -IN-BLANKET SYSTEM - FIBERGLASS INSULATION (BIBS)6X811 1/4"AT ALL DISTURBED EXTERIOR CEILING:1 1/2" AIR SPACE BAFFLES FOR VENTILATION MAIN LEVEL T.O.PLY.MAIN LEVELUPPER LEVEL R-72 SPRAY FOAM INSULATION 2"4"4"5/8" GWB3"7"SIDING - SEE ELEVATIONS OVER WEATHER BARRIER HOUSE WRAP CONCRETE SLABBASE TRIM (PROFILE TBD)AT ALL DISTURBED EXTERIOR WALLS:R-23 (5 1/2" )BLOWN -IN-BLANKET SYSTEM - FIBERGLASS INSULATION (BIBS)AT ALL DISTURBED EXTERIOR WALLS:DRYWALL REMOVED - REPLACE W/5/8"DRYWALL AT ALL DISTURBED FURRING WALLS:R-15 (3 1/2" )BLOWN -IN-BLANKET SYSTEM - FIBERGLASS INSULATION (BIBS)STONE VENEER W/ AIRSPACE AND WEEPHOLES -OVER-1" "DOW" (OR EQUAL) STYROFOAM INSULATION = R-5 SUPPORTED ON EXTRA DEEP STEEL ANGLE BOLTED TO CONC. WALL EXISTING GRADE MA I N L E V E L T . O . P L Y . 5/ 8 " G W B O V E R V A P O R B A R R I E R TR E A T E D S I L L P L A T E MA I N L E V E L UP P E R L E V E L RI M J O I S T ST O N E V E N E E R W / A I R S P A C E A N D WE E P H O L E S -O V E R - 1" " D O W " ( O R E Q U A L ) S T Y R O F O A M IN S U L A T I O N = R- 5 SU P P O R T E D O N E X T R A D E E P S T E E L AN G L E B O L T E D T O C O N C . W A L L 2x 4 F U R R I N G W A L L R- 1 4 S P R A Y F O A M I N S U L A T I O N R- 7 2 S P R A Y FO A M IN S U L A T I O N 2"4" FO U N D A T I O N P R O T E C T I O N S Y S T E M : CO M P O S I T E D R A I N A G E B O A R D W / F I L T E R F A B R I C TO C O N T I N U E F R O M F O O T I N G T O W I T H I N 8 " B E L O W F I N I S H GR A D E . -O V E R - 1" " D O W " ( O R E Q U A L ) S T Y R O F O A M I N S U L . = R-5 TO E X T E N D F R O M F T G . T O T O P - O F - W A L L . -O V E R - WA T E R P R O O F M E M B R A N E O N C O N C R E T E W A L L TO C O N T I N U E F R O M F O O T I N G T O 2 ' - 6 " A B O V E F I N I S H E D GR A D E . AL T E R N A T E : U S E 3 / 4 " " D R A I N & D R Y " B O A R D IN S T E A D O F C O M P O S I T E D R A I N A G E B O A R D = T O CO N T I N U E F R O M F O O T I N G T O W I T H I N 8 " B E L O W FI N I S H G R A D E . = R- 3 . 1 4" 5/ 8 " G W B 3" 7" ST O N E C A P SI D I N G - S E E E L E V A T I O N S OV E R W E A T H E R B A R R I E R H O U S E W R A P R-3 3 S P R A Y F O A M I N S U L A T I O N TH E R M A L B R E A K R- 7 . 5 U N D E R - S L A B R I G I D BO A R D I N S U L A T I O N ( 1 . 5 " ) CO N C R E T E S L A B GR A N U L A R F I L L - I N C L U D E S O I L - GA S ( R A D O N ) V E N T I L A T I O N SY S T E M RE F E R T O S T R U C T U R A L D R A W I N G S FO R F O U N D A T I O N / F O O T I N G D E S I G N AN D R E I N F O R C E M E N T SL O P E D 4 " P E R F O R A T E D D R A I N P I P E . AL L F O U N D A T I O N W A L L S IN C L U D I N G I N T E R I O R W A L L S . R E : SO I L S R E P O R T BA S E T R I M ( P R O F I L E T B D ) FIN I S H G R A D E : 6" B E L O W S I L L P L A T E M I N . SL O P E A W A Y PO L Y E T H Y L E N E VA P O R B A R R I E R PL Y W O O D S H E A T H I N G T O OV E R L A P S I L L P L A T E 2 " WO O D S I D I N G O V E R WE A T H E R B A R R I E R HO U S E W R A P 2X 6 O V E R 2 X 1 2 FA S C I A GA L V . M T L FL A S H I N G SH I N G L E S O V E R F U L L - C O V E R A G E WA T E R P R O O F M E M B R A N E O V E R P L Y W O O D SH E A T H I N G BL O C K I N G R- 3 3 S P R A Y F O A M I N S U L A T I O N 5/8 " G W B R- 6 7 . 5 S P R A Y F O A M I N S U L A T I O N NO V E N T 6X8 11 1/4" 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 4:03:06 PM A5.1 DETAILS - GENERAL0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1Revision 1Date 1 1" = 1'-0"1DECK & RAILING DETAIL 2 RA I L I N G V I E W 1 " = 1 ' - 0 " 3 WI N D O W T R I M D E T A I L 3 / 4 " = 1 ' - 0 " 4 CH I M M E Y C A P S O U T H 3 / 4 " = 1 ' - 0 " 5 CH I M N E Y C A P W E S T 1 1 / 2 " = 1 ' - 0 " 6 DE T A I L - W I N D O W 1 / 2 " = 1 ' - 0 " 7 GA R A G E D O O R D E T A I L 1" = 1'-0"8DETAIL - EAVE 1" = 1'-0"9FOUNDATION DETAILEXISTING CONDITION EXISTING CONDITION 1 " = 1 ' - 0 " 10 FO U N D A T I O N D E T A I L N E W 1 " = 1 ' - 0 " 11 DE T A I L - E A V E - N E W NE W C O N D I T I O N NE W C O N D I T I O N 1 Design Review Staff Approval By Warren Campbell at 3:30 pm, Oct 04, 2013 MAIN LEVEL 8281' - 9"6' - 0"3' - 0"3' - 0"8281' - 6"8280' - 7"8287' - 9"STONE VENEER W/ AIR SPACE AND WEEP HOLESCUT STONE CAP -SLOPE TOP MA I N L E V E L 82 8 1 ' - 9 " 4 A5 . 2 3' - 2 1/2"5' - 11 1/2"3' - 6 1/2" 8' - 8 " 3"2' - 10 1/2" 8" 2" 1' - 1 0 " 4' - 8 " 2' - 0"8" 8' - 8 " 2"4"REMOVABLE DECKING PALATTE COMPOSITE DECKING OVER 2X8 FRAMING TREATED WOOD STUB WALLS DR A I N T O D A Y L I G H T HOT TUB LIP 3 1/2" ABOVE PATIO SURFACE HO T T U B A C C E S S P A N E L 50 " W I D E , C E N T E R O F T U B WALL NOT TO EXCEED 6'-0" HEIGHT82 8 1 ' - 4 " 8281' - 4"8281' - 6" ST O N E V E N E E R O V E R DR A I N A G E F A B R I C 82 7 2 ' - 0 " 8275' - 0"8278' - 7 1/2" MA I N L E V E L 82 8 1 ' - 9 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " 3 A5 . 2 EX I S T I N G BU I L D I N G OV E R H A N G HO T S P R I N G G R A N D D M O D E L (O R E Q U A L ) 8 ' - 4 " X 7 ' - 7 " 38 " H E I G H T RE M O V A B L E DE C K I N G P A L E T T E 8" 7' - 1 1 " 3' - 7 1 / 2 " 2' - 5 " 2' - 4 1/2"6"3"3' - 7 1/2" 82 7 5 ' - 0 " 82 8 1 ' - 6 " 82 7 8 ' - 7 1 / 2 " EX I S T I N G H O U S E F T G . ON - G R A D E P A T I O : 2" ( M A X W I D T H ) F L A G S T O N E O V E R 4" C O N C . S L A B W / W E L D E D W I R E FA B R I C R E I N F O R C I N G 82 8 1 ' - 0 " HO T T U B C O V E R CR A W L S P A C E 82 7 0 ' - 9 1 / 2 " 82 7 0 ' - 4 1 / 2 " LO W E R L E V E L 82 7 2 ' - 6 1 / 2 " 6 A5 . 2 CR A W S P A C E CM U S T O N E S U P P O R T CM U B L O C K W A L L ST O N E V E N E E E R FL A G S T O N E T O OV E R L A P S T O N E TY P I C A L N E W R A I L I N G 82 7 2 ' - 6 1 / 2 " 82 7 2 ' - 0 1 / 2 " LOWER LEVEL 8272' - 6 1/2"1 A5.25A5.2 EX I S T I N G K E Y S T O N E BL O C K R E T A I N I N G W A L L EX I S T I N G G R A D E GR A D E B E A M S P A N B E T W E E N CO R N E R P I E R S (R E - U S E E X I S T I N G I F P O S S I B L E ) ST O N E V E N E E R O V E R CM U W A L L 2X 1 2 C U R V E D R I M - J O I S T 2X 8 J O I S T S C A N T I L E V E R E D 2" F L A S T O N E T O OV E R L A P R I M - J O I S T 3" C O N C . O V E R 1 " P L Y W D . FL A G S T O N E O V E R C O N C . S T A I R S CRAWLSPACE VENT RE M O V A B L E P A N E L B E Y O N D HA N D R A I L T O M E E T I R C R E Q ' S . CONC. PIER TO FROST DEPTH CR U S H A B L E M A T E R I A L 8272' - 6 1/2"8270' - 9 1/2"8270' - 4 1/2"8272' - 0 1/2" 1X 4 T & G W O O D S O F F I T 970.328.5151 OFFICE PO Box 1587, Eagle, CO 81631 www.martinmanleyarchitects.com Project number DateREVISIONSSTRUCTURAL ENGINEER:KRM CONSULTANTS, INC PO BOX 4572 VAIL, CO. 81658 P (970)949-9391 tdh@krmconsultants.com 9/24/2013 3:47:40 PM A5.2 DETAILS - PATIO AND ENTRY0413Nate Ford Remodel BUILDING PERMIT SET 5-14-13Nate Ford 1079 Sandstone Drive #W, Vail, CONo.DescriptionDate 1/2" = 1'-0"2BBQ WALL DETAIL 1 / 2 " = 1 ' - 0 " 3 HO T T U B S E C T I O N 1 1 / 2 " = 1 ' - 0 " 4 HO T T U B S E C T I O N 2 1 / 2 " = 1 ' - 0 " 1 EN T R Y P O R C H S E C T I O N 1 1 / 2 " = 1 ' - 0 " 5 EN T R Y P O R C H S E C T I O N 2 1 / 2 " = 1 ' - 0 " 6 EN T R Y P O R C H S E C T I O N 3 Design Review Staff Approval By Warren Campbell at 3:30 pm, Oct 04, 2013