The URL can be used to link to this page

Home My WebLink AboutB08-0079 Plansm yj 0 A, be 0 m 7777731 bib DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC I AIA P 0 F F I C E BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW.SRIARCHITECT. COM It JJ OWNER REVIEW------- OWNER REVIEW--- fq FINAL DRB SUBMITTAL DRB_REVISIONS DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC I AIA P 0 F F I C E BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW.SRIARCHITECT. COM It JJ PERMIT MAY 8, 2008 ."ROJECT: 0621 C944 BIGHORN ROAD REMODEL T I L COLORADO mm I$] OWNER REVIEW------- OWNER REVIEW--- FINAL DRB SUBMITTAL DRB_REVISIONS DRB REVISIONS DR13 REVISIONS ■ DRB REVISIONS PRICING SET "ll "m PERMIT REVISIONS PERMIT MAY 8, 2008 ."ROJECT: 0621 C944 BIGHORN ROAD REMODEL T I L COLORADO mm I$] r r r � F A A , - 0 � : N MrA ABV ABOVE FRMG AFF ABOVE FINISHED FLOOR FRZR AFG ABOVE FINISH GRADE FURR (A) ACTIVE FLIT ACOUS ACOUSTICAL GALV ADD ADDENDUM GA ADDL ADDITIONAL GC ADJ ADJACENT GL AGGR AGGREGATE CLAM ALT ALTERNATE GB ALUM ALUMINUM GR APPROX APPROXIMATE GYP ARCH ARCHITECT (URAL) GWB BSMT BASEMENT HDRL BATT BATT INSULATION HDWR BM BEAM HDWD BRG BEARING HDR BR BEER HVAC BIT BITUMINOUS HT BLK BLOCK(ING) HM BLDG BUILDING HORIZ BD BOARD HB BOT BOTTOM HR B 0 H BOTTOM OF HEADER IN BO BY OTHERS INCL CPT CARPET INFO CSMT CASEMENT ID CLK CAULK IBC CLG CEILING IBO CT CERAMIC TILE INSUL INTERIOR CENTERLINE INT CLR CLEAR (ANCE) JAN CL CLOSET JT COL COLUMN KIT CONC CONCRETE KP CMU CONCRETE MASONRY UNIT LAM CONN CONNECTION LDG CONT CONTINUOUS LAV CJ CONTROL JOINT L CORR CORRIDOR LVL OUST CUSTOM LT DEMO DEMOLISH, DEMOLITION LV DTL DETAIL MFR DIA DIAMETER MO DIM DIMENSION MATL DOCS DOCUMENTS MAX DBL DOUBLE MTL DN DOWN MECH DR DOOR MC DWG DRAWING MIN EA EACH MISC EPB ELECTRICAL PANEL BOARD N/A ELEC ELECTRIC (AL) NOM ELEV ELEVATION NIC ENG ENGINEERING) NTS EQ EQUAL OFC EQUIP EQUIPMENT OC EXG EXISTING OPG EXT EXTERIOR OPP EJ EXPANSION JOINT OBB EXT EXTERIOR OV FDC FACE OF CONCRETE OA FOS FACE OF STUD(S) OD FIN FINISH PTD FF FINISHED FLOOR PR FA FIRE ALARM PAN FE FIRE EXTINGUISHER PRHT FP FIREPLACE PARTN FIXT FIXTURE PVMT FLR FLOOR (ING) PLAS FD FLOOR DRAIN PL FT FOOT /FEET PLMB FTG FOOTING PLYWD FNDN FOUNDATION PKT FRAMING PT POINT FREEZER QT QUARRY TILE FURRING RAD RADIUS FUTURE REF REFERENCE GALVANIZED REFRIG REFRIGERATOR GAUGE REINF REINFORCED GENERAL CONTRACTOR READ REQUIRED GLASS, GLAZING RESL RESILIENT GLUE LAMINATED BEAM REV REVISION GRAB BAR R RISER GRADE R & S ROD AND SHELF GYPSUM / GYPCRETE RD ROOF DRAIN GYPSUM WALL BOARD RFG ROOFING HANDRAIL RM ROOM HARDWARE RO ROUGH OPENING HARDWOOD R/S ROUGH SAWN HEADER SCHED SCHEDULE HEATINGNENTING /AIR SECT SECTION HEIGHT SHTG SHEATHING HOLLOW METAL SHT SHEET- HORIZONTAL SHWR . SHOWER HOSE BIB SIM SIMILAR HOUR STC SOUND TRANSMISSION CLASS INCH SPEC SPECIFICATION (S) INCLUDE (D), (ION) SPRING SPRING POINT INFORMATION SST STAINLESS STEEL INSIDE DIAMETER SQ SQUARE INSTALLED BY CONTRACTOR SF SQUARE FEET INSTALLED BY OWNER STD STANDARD INSULATION STL STEEL INTERIOR STN STONE JANITOR CLOSET STRG STORAGE JOINT STRUCT STRUCTURAL KITCHEN SIP STRUCTURAL INSULATED PANEL KICKPLATE SUSP SUSPENDED LAMINATE(D) SYM SYMMETRICAL LANDING TBD TO BE DETERMINED LAVATORY TC TRASH COMPACTOR LENGTH TEL TELEPHONE LAMINATED VENEER LUMBER TJI ENGINEERED -BEAM LIGHT TV TELEVISION LOUVER TGL TEMPERED GLASS MANUFACTURE (ER) THK THICK MASONRY OPENING TMB TIMBER MATERIAL THRU THROUGH MAXIMUM TLT TOILET METAL T & G TONGUE AND GROOVE MECHANICAL TO TOP OF (MATERIAL) MEDICINE CABINET TB TOWEL BAR MINIMUM T TREAD MISCELLANEOUS TRTD TREATED NOT APPLICABLE TYP TYPICAL NOMINAL LIND UNDER NOT IN CONTRACT UNCOND UNHEATED / UNCONDITIONED SPACE NOT TO SCALE UNF UNFINISHED OFFICE LINO. UNLESS NOTED OTHERWISE ON CENTER UR URINAL OPENING UTiL UTILITY(IES) OPPOSITE VIF VERIFY IN FIELD ORIENTED STRAND BOARD VERT VERTICAL OVER VEST VESTIBULE OVERALL WSCT WAINSCOT OUTSIDE DIAMETER WC WATER CLOSET PAINT(ED) WPG WATERPROOFING PAIR WPM WATERPROOFING MEMBRANE PANELING) WS WEATHERSTRIPPING PARTIAL HEIGHT WT WEIGHT PARTITION WWF WELDED WIRE FABRIC PAVEMENT W WIDTH, WIDE PLASTER WDW WINDOW PLATE W/ WITH PLUMBING W/O WITHOUT PLYWOOD WD WOOD POCKET DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM GENERAL NOTES PROJECT DIRECTO AO PR OJECT "•` A • ARCHITECT LANDSCAPE ARCHITECT DRB REVISIONS FI FL OOR ! 1 : DEM PLA DOUGLAS MILLER DECHANT ARCHITECTS N/A 1. ALL DISTRIBUTIONS OF THESE DRAWINGS BY THE GENERAL CONTRACTOR SHALL INCLUDE ALL ADDITIONAL DOCUMENTS ASSOCIATED Shepherd Resources, Inc / AIA ROOF PLA A WITH THIS ISSUE. THESE DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, PROJECT MANUAL, SPECIFICATIONS, AND DETAIL MANUAL. 37347 US Highway 6, Suite 102 INTERIOR FIXED FINISHES A4 FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SHALL BE DISTRIBUTED WITHOUT THESE DRAWINGS. PO Box 1624 SARA ZOOK DESIGN A4 BUILDING • Avon, CO 81620 3111 Meade Street 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ARCHITECT RESERVES THE(phone) 970.949.3302 Denver, Co. 80211 INTERIOR ELEVATIO RIGHT TO TAKE EXCEPTIONS TO METHODS AND MATERIALS NOT REFLECTED HEREIN. (Fax) 970.949.5121 (Phone) 303.237.4555 3. WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTSMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. STRUCTURAL ENGINEER (Fax) 303.237.1647 DET A ILS A8 KRM CONSUTANTS, INC. A 8.3 4. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION DIMENSIONS. THE CONTRACTOR AND EACH SUBCONTRACTOR PO Box 4572 GENERAL CONTRACTO SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK, AND SHALL BE RESPONSIBLE FOR THE CORRECT AND ACCURATLail, CO 81658 SRE BUILDERS, INC. LAYOUT AND CONSTRUCTION OF THE PROJECT. (Phone) 970.949.9391 POB 6376 (Fax) 970.949.1577 Vail, CO 81658 5. DIMENSIONS ARE TO FACE OF STUD OR TIMBER, CENTERLINE OF TIMBER AND FACE OF CONCRETE, UNLESS NOTED OTHERWISE. LIGHTING DESIGNER (Phone) 970.376.1536 (Fax) 970.748.6452 WHITE LIGHTING DESIGN 6. , A DENOTES A DOOR AND DETAIL. REFER TO DOOR SCHEDULE. IN CASES WHERE A DOOR IS INDICATED IN PLAN AND NOT CALLED 3775 Chase St. OUT ON THE DOOR SCHEDULE, THE DOOR IS TO BE SUPPLIED BY THE WINDOW MANUFACTURER, UNO. Wheat Ridge, CO 80212 7. DENOTES A WINDOW AND DETAIL. REFER TO WINDOW SCHEDULE. (Phone) 303.463.6661 (Fax) 303.463.6665 www.whitelightingdesign.com 8. REFER TO DETAIL MANUAL FOR ROOM FINISH SCHEDULE. 9. COORDINATE ELECTRICAL AND MECHANICAL WORK WITH STRUCTURAL FRAMING. P ROJECT I 10. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO TOILETS, BATH ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CLOSET RODS, CABINETRY, COUNTER TOPS, STAIR PARCEL NUMBER: 210111104012 HANDRAILS AND FALSE BEAMS. LEGAL DESCRIPTION: LOT 7E, BLOCK 0471, LANDMARC TOWNHOMES PH I &II 11. CONFIRM DATUM INFORMATION WITH CIVIL PLANS. CLASS OF WORK: RENOVATION TYPE OF CONSTRUCTION: TYPE V -B 12. ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED. TYPE OF OCCUPANCY: RA LEVELS: 13. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOR PLANS TAKE PRECEDENCE. HEIGHT: 32' -11" PARKING: 4 SPACES 14. ALL ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING. THE SPRING LINE OF THE ARCH IS LOCATED AT T -0" AFF, UNLESS NOTED OTHERWISE. FIRE SUPPRESSION SYSTEM: NO 15. WOOD/TIMBER MEMBERS NOTED AS "ACTUAL" REFER TO THE ACTUAL FINISHED DIMENSION OF THE MEMBER. FOR EXAMPLE: "4X12 CURRENT APPLICABLE CODES: IRC 2003 ACTUAL" REFERS TO A MEMBER THAT MEASURES 4 INCHES WIDE BY 12 INCHES DEEP. MEMBERS NOT NOTED AS "ACTUAL" REFER TO THE IFC 2003 NOMINAL FINISHED DIMENSION OF THE MEMBER. FOR EXAMPLE: "4X12" REFERS TO A MEMBER THAT MEASURES 3 1/2 INCHES WIDE BY 11 1/4 VAIL, CO TOWN CODE INCHES DEEP. REFER TO SPECIFICATIONS FOR SURFACE TEXTURE AND FINISH. AREAS LISTED BELOW ARE COMBINED FOR LOT 7E AND 7W 16. INSTALL PERFORATED PIPE PERIMETER DRAIN SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM AS REQUIRED. REFERENCE SOILS REPO$a1mNG LOT SIZE: 0.61 ACRES (26,554 SF) ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLIGHT. ALL DOWNSPOUTS ATTACHED TO DRAIN SYSTEM AND HEAT SITE COVERAGE: 3,504 SF (13.2% OF LOT) TRACED TO 48" BELOW FINISHED GRADE. LANDSCAPE AREA: NA (EXISTING) IMPERVIOUS AREA: NA (EXISTING) 17. TYPICAL OFFSET OF INTERIOR DOORS IS 6 ", UNLESS AT END OF CORRIDOR (WHERE THEY ARE CENTERED),OR LINO. GRFA (8,002SF ALLOWABLE BOTH SIDES): 3,785 SF (UNIT 7E) 3,454 SF (UNIT 7W) 18. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF UNIT, UNO. 7,239 SF (TOTAL RFA) DATUM ELEVATION OF 100' -0" EQUALS ACTUAL ELEVATION 0 8379.8' ABOVE SEA LEVEL TOP OF FINISHED FLOOR FF = XXX' -X° SYSTEM NOTE T O X = -X TOP OF PLYWOOD (P) OR CONCRETE (C) THIS SYMBOL REFERS TO PROJECT NORTH. FOR NORTH, REFER TO SITE PLAN OR SURVEY DOCUN TT LOT 7E GROSS RESIDENTIAL FLOOR AREA CALCULATIONS SEC OND FLOOR •i FLOOR 1,118 SF - S. TOGR FA - 3,785 SF INDEX OF DRAWINGS AO . 0 COVER AO PR OJECT "•` A • DRB REVISIONS LAN DSC APE ! P LAN DRB REVISIONS FI FL OOR ! 1 : DEM PLA A2.1 SECOND FLOOR PLAN & DEMO PLAN PRICING SET THI FLOOR PLAN : DEMO ! • A2 ROOF PLA A EXTE RIOR ELEV A3 • • R ELEVATIO A4 BUILDING • A4 BUIL • A4 BUILDING • A4 ! B UIL DING SECTI A B UIL DING SECTI Asi INTERIOR ELEVATIO A 6 . 1 ` • ` ELEV A6 .2 ` • ` A • A8 r•i` : WINDOW SCHE A8 DET A ILS A8 SYSTEM D ETAILS A 8.3 SYSTEM D ET A ILS GENE N FN DN PLAN A ••R FRAMING PLA S3 SECOND & THIRD FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN / DETAILS DET A ILS ! I ` A • 1 ` ••` ! A, COPYRIGHT RESERVATION EL2. SECOND FLOOR ELECTRICAL PLAN ALL DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT (DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD EL2.2 THIRD FLOOR ELECTRICAL PLAN RESOURCES, INC./ AIA HERE IN AFTER, "SRI ") FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN RETAINED ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THE SPECIFIC PROJECT, UNLESS OTHERWISE PROVIDED IN WRITING, THE ARCHITECT SHALL BE DEEMED THE SOLE AND EXCLUSIVE AUTHOR OF SUCH DOCUMENTS AND SHALL RETAIN, WITHOUT LIMITATION, ALL COMMON LAW, STATUTORY AND OTHER REVERSED RIGHTS, INCLUDING THE COPYRIGHT HEREOF. NO PERSON (INCLUDING, WITHOUT LIMITATION, ALL EMPLOYEES AND /OR INDEPENDENT CONTRACTORS OF THE ARCHITECT), WHETHER HAVING COME RIGHTLY INTO POSSESSION THERE OF OR OTHERWISE, SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS TO ANY PROJECT NOR FOR THE COMPLETION OF ANY PROJECT FOR WHICH THE ARCHITECT HAS BEEN RETAINED BY OTHERS, OR MAKE ANY OTHER USE THEREOF WHATSOEVER, UNLESS WITH THE PRIOR EXPRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND SATISFACTORY TO THE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING. THE ARCHITECT EXPRESSLY CLAIMS ALL PROPRIETARY RIGHTS IN ALL MATERIAL FOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN AND /OR CONSTRUCTION PURPOSES OF ALL PROJECTS FOR WHICH THE ARCHITECT HAS BEEN RETAINED AS NOTED. THESE MATERIALS MAY NOT BE COPIED, MODIFIED, NOR EMPLOYED IN ANY WAY BY ANY PERSON (INCLUDING, WITHOUT LIMITATION, AN EMPLOYEE ORE EMPLOYEES) WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE ARCHITECT. THE FOREGOING SHALL APPLY EQUALLY TO ALL CONCEPT DRAWINGS, RENDERINGS, SKETCHES, BIDS AND ALL OTHER WORK PRODUCT OF THE ARCHITECT EVEN IN THE EVENT THAT THE ARCHITECT IS NOT ULTIMATELY RETAINED FOR THE SPECIFIC PROJECT FOR WHICH SUCH MATERIALS WERE CREATED AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT. (C) 2006 DOUGLAS MILLER DECHANT ARCHITECTS / SHEPHERD RESOURCES, INC. ALL RIGHTS RESERVED. ALL ISSUANCES SHALL BE DISTRIBUTED IN FULL, WHICH INCLUDES BUT IS NOT LIMITED TO, ALL OF THE SHEETS LISTED IN THE INDEX OF DRAWINGS ON THIS SHEET, THE DETAIL MANUAL, THE PROJECT MANUAL, ADDENDA AND ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS. PLEASE CONTACT THE GENERAL CONTRACTOR IF YOU HAVE NOT RECEIVED A COMPLETE SET OF DOCUMENTS. DATE ISSUE 05 -14 -07 FINAL DRB SUBMITTAL 06 -25 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 11 -28 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT MAY 8, 2008 m - 17621 r r # VAIL ! #'•i! P RO JECT INF ORMATIO N DA GENErxl" N I. REMOVE ALL EXISTING WINDOWS - REPLACE WITH NEW ALUMINUM CLAD WOOD WINDOWS WITH LOW E GLAZING - REF TO THE ELEVATIONS. 2. REMOVE ALL DOORS AND HARDWARE AND REPLACE WITH NEW DOORS AND HARDWARE AS SELECTED BY INTERIOR DESIGNER. FULLY INSULATE ALL INTERIOR WALLS AND FLOORS THRU -OUT FOR SOUND CONTROL. PROVIDE NEW HEATING SYSTEM THRU -OUT - VERIFY WITH OWNER ( PROVIDE HVAC OPTION). PROVIDE HUMIDIFICATION PER OWNER. PROVIDE ALTERNATE PRICING FOR AIR CONDITIONING. [4 061 - :40 EXISTING WALL NOTE: WEST UNIT NOT SHOINN FOR CLARITY DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM m MAI ---------------- - - - -�. s -------------- � " EX15TING- OAS SUPPLY PERMIT r • MAY 8, 2008 3. REMOVE ALL INTERIOR FLOOR FIN15HE5 — COORDINATE NEW FINE5HE5 WITH OWNER AND INTERIOR DE5I6NER. T 1• 3944 • R EMODEL ROAD VAIL • •' ♦i• SCALE:1 /4" = 1' -0 " FIRST FLOOR PLAN • r E WHINKI NNA 0 2' 4" 8" IN I m ME SCALE: 1/4" = V -0" FIRST FLOOR PLAN D ll� iV Ni O WNER 1• r I O WNER ■ i 1 FINAL D': SUBMITTA r. 1 D•: REVISI i 1 - : REVISIO D•: REVISIO D•: REVISIO =if 1 • 1 ' PRICING SET1 1 1. r, PERMIT REVISI PERMIT r • MAY 8, 2008 3. REMOVE ALL INTERIOR FLOOR FIN15HE5 — COORDINATE NEW FINE5HE5 WITH OWNER AND INTERIOR DE5I6NER. T 1• 3944 • R EMODEL ROAD VAIL • •' ♦i• SCALE:1 /4" = 1' -0 " FIRST FLOOR PLAN • r E WHINKI NNA 0 2' 4" 8" IN I m ME SCALE: 1/4" = V -0" FIRST FLOOR PLAN D ll� DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST O BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW.SRIARCHITECT, COM 19-1 SMSM 1601119 WA SCALE:1/4" = V-0" Ino"go in ---------------------------- of A, - c i ------------------ - - - - - - - - - LINE OF F CANTILEVER Y4ALL5 ABOVE F ------------------ I --- F = = = = = = = = = = =r- = = = RAILING REF TO Ab.1/5 O II II II II II I W3A I PECK 6UE5T SUITE E2 5' NEW WALL EX15TINC7 WALL NOTE: V4E5T UNIT NOT 5HOPqN FOR CLARITY 2-0 GUEST BATH r2 T �4 INE OF OFFIT ,ROVE - 0 6VE5T z DR56. r T i m 4 GALLERY 204 II f II W&W- A M IN51DE FACE OF I 0 5TRLr-,TURAL 32 " 3 1 A EXTERIOR WALL - 12'-1" I - --------- .__...._. - - - -I- CL II II II II II - - - - - - - - - - - I BATH r2O-q on m -, BEDROOM F2 7 ini - i PROPERTY LINE STAIR IL LINE OF 0 Lu FLOOR ABOVE AW4A, (3 = 111 C iiJ ® ' NW91 EWA j I& m N� Lu I SECOND FLOOR PLAN 2 SCALE:1/4" = 1 " -0" 0 2 4' 8' 1 m I SCALE: 1/4" = 1' -0" mm 11 DATE ISSUE 03-22-07 OWNER REVIEW 04-02-07 OWNER REVIEW 05-1407 FINAL DRIB SUBMITTAL 06-25-07 DRB REVISIONS F F I f - - W3 A - - - - - - - - ---- r - i PROPERTY LINE STAIR IL LINE OF 0 Lu FLOOR ABOVE AW4A, (3 = 111 C iiJ ® ' NW91 EWA j I& m N� Lu I SECOND FLOOR PLAN 2 SCALE:1/4" = 1 " -0" 0 2 4' 8' 1 m I SCALE: 1/4" = 1' -0" mm 11 DATE ISSUE 03-22-07 OWNER REVIEW 04-02-07 OWNER REVIEW 05-1407 FINAL DRIB SUBMITTAL 06-25-07 DRB REVISIONS 07-23-07 DRB REVISIONS 10-11-07 DRB REVISIONS 11-28-07 DRB REVISIONS 01-04-08 PRICING SET 04-07-08 PERMIT 05-08-08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAIL COLORADO SECOND FLOOR PLAI & DEMO PLAN A201 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM SCALE:1 /4" = 1' -0" 11D m 13UILT IN DE5K REF TO INTERIOR DOGS WALL5 AT FLOOR BELOW NOTE: WEST UNIT NOT 5HOWN FOR CLARITY SCALE:1 /4" = V -0" I EXI5TIN6 WALL NOR 11% A 0 2' 4' 8' SCALE: 1/4" = 1' -Q" DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 06 -25 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 10 -11 -07 DRB REVISIONS 11 -28 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 4621 3944 BIGHORN ROAD REMODEL VAI L COLORADO THIRD FLOOR PLAN & DEMO PLAN DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM IT IV -- _..-------- .._---- - - - - -- �-- I I ----------------------- I M J HEATED GUTTER AND DOWNSPOUT NOTE: PROVIDE ALL NEW ROOFING TO MATCH WE5T UNIT. IIH " PR OJECT: i• 3944 B IGHORN ROAD REMODE IF VAI L COLORADO ROOF PLAN ROOF P LAN 1 r • � 1 OWNER R FINAL . - - w SUBMITTAL 1 . -: R EVISIONS � 1. �� DRB REVISIO . -: REVISIO PRICING f• f: 1: PE • NOTE: PROVIDE ALL NEW ROOFING TO MATCH WE5T UNIT. IIH " PR OJECT: i• 3944 B IGHORN ROAD REMODE IF VAI L COLORADO ROOF PLAN ROOF P LAN 1 r • � 1 Doueum MILLER DpCnAwr Anonnscro a*sp*sno nsaounuso INC /A/A POST OFF|CE BOX 1624 AVON COLORADO 81020 T9709493302 F0700495121 IT ,V APPLIED HOOD FACE TO MATCH k1E5J'UNIT N ORTH le T 9� PL-4,jr; M65:r CLQ!5f3 ---''---''---''-- TO MATCH YqE5T UNIT | --- ' ' ---1r ' "` / � 0 ---��---------m �. NOTE 'NE5TUNIT NOT5HOYqN FOR CLARITY NEM | TO MATCH y4E5T | UNIT . . . � . . .. . ..�. .. ' . � ... . ... . ..` . ..�. . . . � . . . . . . . � ' .. .'. . ..' . . . . �.` . ...� . �. . . . . �.� .. , .. .. .. . � NEk15TUCCC` —~---�—TC> MATCH k4E5T UNIT EAST U 2' 4 8 IN I �� ' 1/�":�1LO« -----' '' ' ' - um DATE ISSUE 03-22-07 OWNER REVIEW 04-02-07 OWNER REVIEW 05-14-07 FINAL DRB SUBMITTAL 06-25-07 DRB REVISIONS 07-23-07 DRB REVISIONS 11-28-07 DRI3 REVISIONS 01-04-08 PRICING SET 04-07-08 PERMIT 05-08-08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAIL COLORADO ELEVATIONS um Mr7d, sew. wrolw1w:.S1 no I' • • mm 4iifiSlCi7i� • •• • • `it�i►.Ztax�4lir• • • r F. • • 4 V AM '7 MATCH NE5T • • v NEW STUCCO T MATCH EX15T11` NEW TEKA T65 GLA55 LEN5E SCONCE LIGHT i N FA561A AND SOFFIT, sRK BROWN MATCH WE5T UNIT N DECORATIVE 9ULDER BEAMS I KNEE .ACE, DARK BROWN MATCH WEST UNIT F TO STRUCTURAL 0065 N DOOR, WINDOW D CORNER TRIM, kRK BROWN MATCH WEST UNIT N TEKA T30 ONCE, BEYOND N HARDIPLANK ?INC, KHAKI BROWN MATCH WEST UNIT 'LACE FLUE WEST UNIT 2 T21 1GHT NG T21 IGHT ., WINDOW IER TRIM WEST UNIT Irej ROW T21 IGHT -Y. AT Q_M F� 0 2' 4' 8' SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM IT GREEN /TAN, TO MATCH Q U T H WEST UNIT SCALE:1 /4" = V -0" NOT SHOWN FOR REMAI � I - � �. ,. � V V C o CLARITY 1 DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWMER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 06 -22 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 11 -28 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO ELEVATIONS A3 GREEN /TAN, TO MATCH Q U T H WEST UNIT SCALE:1 /4" = V -0" NOT SHOWN FOR REMAI � I - � �. ,. � V V C o CLARITY 1 DOUGLAS MILLER DECHANIT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM • r r . s I 2 .. IV 142" ajE QA_ IEW ROOFING OVER ;OLD ROOF 'O MATCH WEST UNIT IEW RAKE 'O MATCH WEST UNIT i r- i— </ IEw HORIZONTAL TIDING TO MATCH VEST UNIT t da l r . i , Cf' '41 luu ,AT v, P L,iV IN�Z *jROJECT: 0621 5- BIGHORN ROAD REMODEL r COLO i SECTION Q,. V-�O� 'WI 1 1 OWNER REVIEW it F IN AL L7D' : SUBMI i • i DR 'EVL;I- D•: R EVIS IO N S PR ICING wIlls "m t da l r . i , Cf' '41 luu ,AT v, P L,iV IN�Z *jROJECT: 0621 5- BIGHORN ROAD REMODEL r COLO i SECTION Q,. V-�O� 'WI DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM bal i Eli, r .m Lo p SECTION (D ---! s 2 cALE:1/2" = 1' -0" DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 06 -25 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL. VAI L COLORADO BUILDING SECTION A401 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM :11 9 • - 1 • .l><► • M SE CTION (D_ m! s 2 cALE:1/2" = V -0" r r DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRIB SUBMITTAL 06 -25 -07 DRIB REVISIONS 07 -23 -07 DRB REVISIONS 01 -040$ PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO BUILDING SECTION A402 m gr oAMEWINER s SECTION SCALE:1 /2" = V -0" I SECTION SCALE:1 /2" = V -0' DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM 3 DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 06 -25 -07 DRB REVISIDNS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO BUILDING SECTION A403 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC J AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM 11 1 r =ter /T�- `-.... _ a' O WNER 1 i i OWNER R EVIEW • r FINAL DRB SUBMITTAL r D REVISIO . . PER PERMIT REVISIONS a' " 1 1• t 944 B ROAD REMODEL VAIL COLO B UILDING SECTION SCALE:1 /2" = V -0" um S i.P ELL TC . -OR, " 1 1• t 944 B ROAD REMODEL VAIL COLO B UILDING SECTION SCALE:1 /2" = V -0" um 2s GUEST BATH 202 - WEST 2s GUEST BATH 202 - NORTH 33 TLT 202 WEST _ 32 TLT 202 NORTH 31 TLT 202 -EAST TLT 202 - SOUTH i GUEST SUITE 201 - WEST NOOK 105 / KITCHEN 106 - WEST 15 LIVING ROOM 104 - WEST HALF WA WITH HOOD CAP DRAWERS (3) IN SHOE 5HELVE5- BELOH FOYER 103 - WEST GUEST SUITE 201 - NORTH 24 KITCHEN 106 - NORTH 14 �•r� I ■I.� TT ISSUE 03 -22 -07 .., 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRIB SUBMITTAL 05 -21 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS 1r► • i s .t.. ... >:. PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO IRON ��r.--..."��c�i, �—, iTi �Tir Wig -III- -TI GUEST SUITE 201 - EAST 23 POWDER 107 - WEST POWDER 107 - NORTH /--\ POWDER 107 -EAST POWDER 107 - SOUTH NOOK 105 / KITCHEN 106 - EAST 13 TIMBER HRAPPED COLUMN— LIVING ROOM 104 - NORTH LIVING ROOM 104 - EAST N BUILT –IN LIVING ROOM 104 - SOUTH s 6 FOYER 103 - NORTH zz GUEST SUITE 201 - SOUTH ti FOYER 103 - EAST SITTING 101 - WEST 4 SITTING 101 - NORTH 3 SITTING 101 - EAST SITTING/ DINING 101 - SOUTH 1 0 2 1 4 ' 8 " SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC ! AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM IT TI DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRIB SUBMITTAL 05 -21 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO INTERIOR ELEVATION -III- zz GUEST SUITE 201 - SOUTH ti FOYER 103 - EAST SITTING 101 - WEST 4 SITTING 101 - NORTH 3 SITTING 101 - EAST SITTING/ DINING 101 - SOUTH 1 0 2 1 4 ' 8 " SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC ! AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM IT TI DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRIB SUBMITTAL 05 -21 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO INTERIOR ELEVATION � 1 1 HALL 110 - NORTH 20 HALL 110 SOUTH NOOK 105 - SOUTH 12 _ --- ------ r MASTER SUITE 304 - WEST sa 6z STUDY 302 / SITTING 303 - NORTH BATH 210 - NORTH 5T LAUNDRY 206 - SOUTH az O V A S I IPA [ 101A . M . Q '•' 2 1 0 - SOUTH BE DROOM 1: - WEST i r 37 GUEST DRSG 203 - WEST � BATH 209 _WEST _ 53 BATH 209 - NORTH 52 BATH 2O9 -EAST 51 BATH 209 -SOUTH BED ROOM 1. EA MASTER SUITE 304 - EAST 66 STUDY 302 / SITTING 303 - SOUTH 59 BEDROOM i NOR GALLERY 204 - NORTH as BE DR OOM i. NOR BEDROOM 2 08 - 01 BEDROOM i SO Ill r GALLERY 204 - EAST GALLERY 204 - SOUTH DATE ISSUE 03 -22 -07 r 04 -02 -07 OWNER REVIEW \ FINAL DRB SUBMITTAL 05 -21 -07 r � DRB REVISIONS '•' 2 1 0 - SOUTH BE DROOM 1: - WEST i r 37 GUEST DRSG 203 - WEST � BATH 209 _WEST _ 53 BATH 209 - NORTH 52 BATH 2O9 -EAST 51 BATH 209 -SOUTH BED ROOM 1. EA MASTER SUITE 304 - EAST 66 STUDY 302 / SITTING 303 - SOUTH 59 BEDROOM i NOR GALLERY 204 - NORTH as BE DR OOM i. NOR BEDROOM 2 08 - 01 BEDROOM i SO Ill r GALLERY 204 - EAST GALLERY 204 - SOUTH Q ., D• N r GUEST DRSG 203 - EAST 35 GUEST DRSG 203 - SOUTH 3a 0 2' 4' 8 SCALE: 114" = V -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM 11 DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 05 -21 -07 r � DRB REVISIONS 01 -04 -08 � 04 -07 -08 Q ., D• N r GUEST DRSG 203 - EAST 35 GUEST DRSG 203 - SOUTH 3a 0 2' 4' 8 SCALE: 114" = V -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM 11 MASTER SUITE 304 - SOUTH 65 MASTER SUITE 304 - NORTH aT SITTING 303 - EAST 60 STUDY 302 - EAST BATH i - WEST BEDROOM i BEDROOM i DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 05 -21 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN R OAD REMODEL VAI L COLORADO INTERIOR ELEVATION A601 MASTER SUITE 304 - SOUTH 65 MASTER SUITE 304 - NORTH aT SITTING 303 - EAST 60 STUDY 302 - EAST BATH i - WEST BEDROOM i BEDROOM i DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM It MASTER CLOSET 307 - WEST 80 ll� 7s MASTER CLOSET 307 - NORTH MASTER CLOSET 307 - EAST 78 7� TLT�306 - 7s TLT. 306 -NORTH MASTER BATH 305 - EAST 7a MASTER CHANGING 308 - WEST 81 7a TLT. 306 BEAST 7a TLT. 306 SOUTH 0 2' 4 8 SCALE: 1/4" = 1' -0" mov ss MASTER BATH 305 - SOUTH MASTER CLOSET 307 - SOUTH 77 MASTER BATH 305 - NORTH 71 MASTER BATH 305 - WEST 72 DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRIB SUBMITTAL 05 -21 -07 DRB REVISIONS 07 -23 -07 DRB REVISIONS 01 -0408 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO INTERIOR ELEVATIOI mov ss MASTER BATH 305 - SOUTH MASTER CLOSET 307 - SOUTH 77 MASTER BATH 305 - NORTH 71 MASTER BATH 305 - WEST 72 QRCULAR RAIL 1 1/4 MIN / 2 MAX DIAMETER kf^kl_Pfn' 1 111 A=> OA11 w +ln" ►ww .r TYPICAL STAIR CLEARANCES DCQR SCHEDULE NOTES: 1) COORDINATE TH15 SCHEDULE WITH ALL OTHER DRAWINGS CONTAINED IN TH15 SET AND /OR THE DETAIL MANUAL FOR HEAD HEIGHT, LOCATION, SIZE, OPERATION, HANDING d DETAILS OF DOORS. 2) "OR 51ZE - W x H x T" DOES NOT INDICATE ROUGH OPENING OR FRAME DIMENSIONS, IT DESCRIBES THE SIZE OF THE DOOR, UNO. 3) ROUGH OPENING DIMENSIONS ARE PER MANUFACTURER SPECIFICATIONS AND /OR SHOP DRAWIN65. 4) REFER TO GRAPHIC DOOR TYPE DRAWING(5) IF APPLICABLE. 5) TYPES "1" 4 "0" WILL NOT BE USED. 6) REFER TO INTERIOR DOCUMNETS FURTHER DOOR INFORMATION AND DETAIL. iii" • TYPE DOOR r •��i�i�ill� 001 r ��::� • " iL�l1� r • �� 002 s r ��,�lii1i�l�� -- 003 -- (2) 2' -4 X 3' -0"' 004 -- 2" -6 X 4' -0" -- 005 -- (3) 2 - X 4 -0" -- 006 -- 2' -b" X 4 -0i r i M r r r 6-5 �� DO8 `♦ 3 - 0 " X 4 - 0 " OOq -- (2) 2 -2" X 4' -0" 010 H R FI R r • (2) 2' -6 X 3 -0 -- OII -- 3 -0" X 5" -0 0111 r:• 2' -65 X 4' -0" • s • 012 6-0" X 8' -0 "' r OARA oo 013 -- 6 -0 X 6' -6i 5LIDIN6 DR 014 -- 2 -65 X 4 - 015 -- 2 -6t X 4 - -_ Olb -- �II�I ®'� -- ° r it ' '��.. 6' - X 6 -8" ` ♦ "�® Olq -- 2 -b" X 5' -0" -- 020 -- 2 -6/ X 3 -0 021 -- 3' - 0 " X 3 -6 -_ 022 -- 3' -6 X 2' -0 - 3' -b" X 6-0" MULLED AWNING /PICTURE UNIT 023 • r • 6-&" 3' -6" X 2' -0" - 3' -6" X 6 -0" MULLED AWNING /PICTURE UNIT 024 3" -b " X 2' -0" - 3' -b" X 6-0" MULLED AWNING /PICTURE UNIT 025 -- 3' -6" X 2' -0" - 3' -b" X b' -0" MULLED AWNING/PICTURE UNIT 026 0 Flow= ® 1 1 -2 r i O21 -- 2 " -b" X 4' -0" 028 -- 2' -b" X 4' -0" - 4' -0 X 4' -0" MULLED CASEMENT /PICTURE UNIT O2q -- 3 -0 X 6 - PATIO DOOR 030 -- (2) 2 -6 X 4' -O'" 031 -- (2) 3 -0 X 5 -0'" 032 -- (2) 3 -b" X 5" -0 -- 033 -- (2) 3' -b" X 5 -0 034 -- (2) 3 -0 X 5 -0" 035 -- (2) 2 -6 X 3' -6 036 -- 2' -6 X 4' -O" -- 0 - 2 -- 4 -0" X 4' -0 -_ 0 38 -- �I � M-or. ,® _- O3q -- i " 2' - 3' -0 " 040 -- 3' -0 X 3 -0 _- 041 -- 3 -0 X 4 -6" -_ 042 -- 3 4' -b" _- 043 -- 3 - X 3 - -_ 044 -- 6-0" X b' -8 "' SLIDING DR 045 -- 2 -6" X 5' -0" r -- 2 -6" X 5' -0" -- 4' -0 X 3 -0" -_ 2' - 6" X 3 -0" -- N I ND .N. SCH # TYPE UNIT W x H REMARKS 001 -- (2) 2 -4" X 5' -0 002 -- (2) 2 -4" X 3' -0" -- 003 -- (2) 2' -4 X 3' -0"' 004 -- 2" -6 X 4' -0" -- 005 -- (3) 2 - X 4 -0" -- 006 -- 2' -b" X 4 -0i 001 -- (2) 2' -6" X 4' -0" DO8 -- 3 - 0 " X 4 - 0 " OOq -- (2) 2 -2" X 4' -0" 010 -- (2) 2' -6 X 3 -0 -- OII -- 3 -0" X 5" -0 0111 -- 2' -65 X 4' -0" -- 012 -- 6-0" X 8' -0 "' 5LIDIN6 OR 013 -- 6 -0 X 6' -6i 5LIDIN6 DR 014 -- 2 -65 X 4 - 015 -- 2 -6t X 4 - -_ Olb -- (2) 2-6t X 4' -0 -- 018 -- 6' - X 6 -8" 5LIDING DR Olq -- 2 -b" X 5' -0" -- 020 -- 2 -6/ X 3 -0 021 -- 3' - 0 " X 3 -6 -_ 022 -- 3' -6 X 2' -0 - 3' -b" X 6-0" MULLED AWNING /PICTURE UNIT 023 -- 3' -6" X 2' -0" - 3' -6" X 6 -0" MULLED AWNING /PICTURE UNIT 024 -- 3" -b " X 2' -0" - 3' -b" X 6-0" MULLED AWNING /PICTURE UNIT 025 -- 3' -6" X 2' -0" - 3' -b" X b' -0" MULLED AWNING/PICTURE UNIT 026 -- (2) 3' -6' X 5 -0" -_ O21 -- 2 " -b" X 4' -0" 028 -- 2' -b" X 4' -0" - 4' -0 X 4' -0" MULLED CASEMENT /PICTURE UNIT O2q -- 3 -0 X 6 - PATIO DOOR 030 -- (2) 2 -6 X 4' -O'" 031 -- (2) 3 -0 X 5 -0'" 032 -- (2) 3 -b" X 5" -0 -- 033 -- (2) 3' -b" X 5 -0 034 -- (2) 3 -0 X 5 -0" 035 -- (2) 2 -6 X 3' -6 036 -- 2' -6 X 4' -O" -- 0 - 2 -- 4 -0" X 4' -0 -_ 0 38 -- 2 1 -6 11 `/ 4 - _- O3q -- i " 2' - 3' -0 " 040 -- 3' -0 X 3 -0 _- 041 -- 3 -0 X 4 -6" -_ 042 -- 3 4' -b" _- 043 -- 3 - X 3 - -_ 044 -- 6-0" X b' -8 "' SLIDING DR 045 -- 2 -6" X 5' -0" 046 -- 2 -6" X 5' -0" 041 -- 4' -0 X 3 -0" -_ 2' - 6" X 3 -0" -- DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM 11 I DATE ISSUE 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PER MIT i . r � . ♦s 3944 BIGHOR ROAD REMODEL T • O"' DO D OOR s WINDO SCHEDULE TY 1 r r w * 1 • SCALE3/4 "= 1' -0" METAL FLASHING ON EXPOSED TIMBER MATCH WEST UNIT 8X8 OUTLOOKER #1 OR BETTER 8X8 KNEEBRACE #1 OR BETTER i 3 X 6 RAFTERS #1 OR BETTER 8X12 BEAM #1 OR BETTER 8X12 OUTLOOKER #1 OR BETTER 8X12 KNEEBRACE #1 OR BETTER t 6" x 6" TIMBER NEWELL 3" x 4" TOP- AND 130TTOM RAILS 1 1 /2 "x1 1 /2" — PICKETS PICKET PROFILE TBD, 4" MAX OPENING BETWEEN PICKETS 5" -1N -try N 1 X 3 -- ~-•- BLOCKING STAGGERED TO ALLON DRAINAGE 4 AIR FLON I X 12 R5 -- RIPPED AND ALIGNED WITH TRIM BAND AT CANTILEVER 8 X 12 - ---''" REF TO STRUCTURAL DOCS _:9 I IM SCALE:1 1/2" = V -0" IXIO TRIM REF TO INTERIOR 0005 2X8 STUDS AT 16" OC WOOD TRIM REF TO INTERIOR 0005 FLOOR FIN15H VARIES REF INTERIOR D005 --- - - - - - REF TO INTERIOR DOGS FOR FIN51H FLOOR FIN15H VARIES REF INTERIOR DOGS --------- EX515TING GONDITION5 igglim mwa SCALE:1 1/2" = V -0" SHIM 3/ X DOOM 5TOPI WOOD TRIM REF TO INTERIOR 0005 ISSUE 03 -22 -07 y „ 2 �° 3 /4° x I Y DOOR OWNER REVIEW STOPPER FINAL DRB SUBMITTAL REF TO STRUCTURAL D005 HOOD TRIM REF TO INTERIOR 19005 DOOR STYLE REF TO INTERIOR 0005 ` --DOOR STYLE REF TO INTERIOR DOGS JAM B 4.6 INTERIOR DOOR 4 SCALE:1 1/2" = V -0" SAVE 7 SCALE :1 1/2" = V -0" 5TUCCC WOOD METAL FLASHI WOOD MATCH NEST U EXTEF 5EALAI AROUNI REF TO 5TRUCUTRAL 0005 WOOD TRIM REF TO INTERIOR 0005 INTERIOR NOTE: INSTALL PER MFGR RECOMMENDATION HEAD 3.G INTERIOR WOOD TRIM REF TO INTERIOR 0065 " WOOD TRIM —► STUCCO MATCH NEST OR WOOD UNIT SIDING EXTERIOR J,A B EXTERIOR b . SEALANT ALL AROUND (TYP) - THRESHOLD SET IN SEALANT - WATERPROOF MEMBRANE INTERIOR �0 4 4 O � O 0 O a L► . A � t t1•' �-- FLOOR JOISTS RE: STRUCTURAL NOTE: INSTALL PER MFGR RECOMMENDATION 5TUCCC WOOD. METAL FLA5H1 WOOD MATC WEST U EXTEF SEALAI AROUNI REF TO 5TRUCUTRAL D005 WOOD TRIM REF TO INTERIOR D005 INTERIOR NOTE: INSTALL PER MFGR RECOMMENDATION HEAD 2.0 INTERIOR WOOD TRIM REF TO INTERIOR 0005 ' WOOD TRIM \- -SEALANT ALL STUCCO MATCH WEST AROUND (TYP) OR HOOD UNIT SIDI EXTERIOR EXTERIOR �Q 4 d 0 0 oQ�o�ao d :d 4. A 4 0 ��• '- FLOOR JOISTS RE: STRUCTURAL NOTE: INSTALL PER MFGR RECOMMENDATION AL 5HING ;R WOOD WOOD -" IA RIPS 4.H WEST IT VENT 5OFFIT TO H P SIO NG LATCH WEST 5TUCCC WOOD METAL FLASHI WOOD MATCH NEST U EXTERI SEALANT AROUND METAL FLA5HING OVER WOOD I X - WOOD FASCIA BOARDS MATCH WEST UNIT •ter WOOD 51 DI NG TO MATCH WEST UNIT REF TO 5TRUCUTRAL 0065 WOOD TRIM REF TO INTERIOR 0005 INTERIOR NOTE: INSTALL PER MFR RECOMMENDATION HEAD 1.0 INTERIOR. WOOD TRIM REF TO INTERIOR D005 WOOD TRIM L- SEALANT ALL STUCCO MATCH WEST AROUND (TYP) OR WOOD UNIT SIDING EXTERIOR NOTE: INSTALL PER M RECOMMENDAT SEALANT AL AROUND (TYI WOOD TRIM EXTERI WOOD TRIM REF TO INTERIOR 0005 SHIM AS REQUIRED SILL 1.A WINDOW 1 SCALE:1 1/2" = V -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM �J - THRESHOLD SET IN SEALANT - WATERPROOF MEMBRANE INTERIOR SCALE:1 /2" = V -0" E3M re RAKE SCALE :1 1/2" =1' -0" DATE ISSUE 03 -22 -07 OWNER REVIEW 04 -02 -07 OWNER REVIEW 05 -14 -07 FINAL DRB SUBMITTAL 06 -25 -07 DRIB REVISIONS 07 -23 -07 DRB REVISIONS 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO DETAILS A8 ■ 1 - THRESHOLD SET IN SEALANT - WATERPROOF MEMBRANE INTERIOR SCALE:1 /2" = V -0" E3M re RAKE SCALE :1 1/2" =1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM 7 WHEN A FIRE RATED WALL 15 INDICATED: UL DE516N U370: FRAMING AT Ib" or 24" OG I HOUR RATED ASSEMBLY " 6YP5UM BOARD REF INTERIOR 0065 FOR FINISH REF 5PE05 FOR TYPE AND LOCATION 2X FRAMING AT Ib" OC ON 5EPERATE PLATES UNO ON 5TRUCTURAL 0065 5TG 5� FULL -WIDTH BATT INSULATION WHEN GWB 15 INDICATED ON THE INTERIORS DOCUMENTS, STANDARD WALL5 SHALL BE TYPE "X"'. DAMP LOCATIONS REQUIRE GREENBOARD. WET LOCATIONS REQUIRE CEMENT BOARD. ACOUSTIC SEALANT TYPICAL TOP AND BOTTOM OF NALL 51LL 6A5KET TYPICAL AT BASE OF WALL q_mT "T SCALE:1 1/2" = 1'4' [ l7��ERIOR 5TG b7 R VALUE 2xb 37 EXTERIOR LNERIOR WOOD 510IN6 ON IX FURRING AIR INFILTRATION BARRIER EXTERIOR PLYW000 SHEATHING REF STRUCTURAL DOGS 2X WOOD FRAMING REF STRUCTURAL DOGS SPRAY -IN INSULATION 5TG b7 VAPOR RETARDER REF INTERIOR ELEVATIONS/ FIN15H SCHEDULE FOR FINISH R VALUE 2xb 37 EXTERIOR DRAINAGE BOARD AND FLITER FABRIC FACED TO 501L 2" PERIMETER RIGID INSULATION WATERPROOFING TO IS" MINIMUM ABOVE FIN15HED GRADE REINFORCED CONCRETE WALL REF STRUCTURAL DOGS VAPOR RETARDER WHEN GHB 15 INDICATED ON THE INTERIORS DOCUMENTS, STANDARD WALLS SHALL BE TYPE "X ". DAMP LOCATIONS REQUIRE GREENBOARD. HET LOCATIONS REQUIRE CEMENT BOARD. SCALE:1 1/2" = 1' -0" 5TG 34 WHEN GWB 15 INDICATED ON THE INTERIORS DOCUMENTS, STANDARD WALLS SHALL BE TYPE "X ". DAMP LOCATIONS REQUIRE GREENBOARD. NET LOCATIONS REQUIRE CEMENT BOARD. FLOOR/CEILING OR ROOF /CEILING A55EMBLY ACOUSTIC SEALANT TYPICAL TOP AND BOTTOM OF WALL REF INTERIOR ELEVATIONS/ FIN15H 56HEOULE FOR FINISH 2X FRAMING AT Ib " OG UNO ON STRUCTURAL DOGS FULL -WIDTH BATT INSULATION WHEN A FIRE RATED WALL 15 INDICATED: UL DE516N U305: FRAMING AT 16" 06 I HOUR RATED A55EMBLY 51LL GASKET T O PLYWD OR CON SCALE:1 1/2" = V -0" ACOUSTIC SEALANT TYPICAL TOP AND BOTTOM OF WALL SILL GASKET TYPICAL AT BASE OF WALL alk ' i' • sir r SCALE:1 1/2" = 1' -0" i 5TG 32 WHEN GNB 15 INDICATED ON THE INTERIORS DOCUMENT5, 5TANDARD WALL5 SHALL BE TYPE "X " DAMP LOCATIONS REQUIRE GREENBOARD. NET LOCATIONS REQUIRE CEMENT BOARD. SCALE:1 1/2" = 1'4' FLOOR/CEILING OR ROOF /CEILING ASSEMBLY MEGH ACOUSTICAL FIRE -RATED SEALANT TYPICAL TOP AND 130TTOM OF WALL " FIRE RATED PLYWOOD SHEATHING 2X FRAMING AT 16" 0C UNO ON STRUCTURAL 0005 FULL -WIDTH BATT INSULATION REF INTERIOR ELEVATIONS/ FIN15H SCHEDULE FOR FIN15H NHEN A FIRE RATED WALL IS NOCATED: 1L DE516N U344: 2 RAMING AT 16" OG HOUR RATED A55EMBLY SILL GASKET T O F'.J„Y{ND OR GONC WHEN GWB 15 INDICATED ON THE INTERIORS DOCUMENTS, STANDARD HALLS SHALL BE TYPE "X". DAMP LOCATIONS REQUIRE GREENBOARD. WET LOCATIONS REQUIRE CEMENT BOARD. EXTERIOR STUCCO METAL LATH (2) LAYERS AIR INFILTRATION BARRIER EXTERIOR PLYWOOD SHEATHING REF STRUCTURAL D005 2X WOOD FRAMING REF STRUCTURAL DOGS 5PRAY-IN INSULATION VAPOR RETARDER REF INTERIOR D005 FOR FINISH ACOU5TIC SEALANT TYPICAL TOP AND BOTTOM OF WALL 51LL GASKET TYPICAL AT BASE OF WALL ImA ' �. • r SCALE:1 1/2" = 1' -0" M 5TG 3� WHEN 6H13 15 INDICATED ON THE INTERIORS DOCUMENTS, STANDARD WALL5 SHALL BE TYPE "X" DAMP LOCATIONS REQUIRE GREENBOARD. NET LOCATIONS REQUIRE CEMENT BOARD. FLOOR /CEILING OR ROOF /CEILING A55EMBLY ARA 6E OR 4 I NE ROOM REF INTERIOR ELEVATIONS/ FINISH SCHEDULE FOR FINISH 6YP5UM 130ARD REF INTERIOR 0005 FOR FIN15H REF SPECS FOR TYPE AND LOCATION VAPOR RETARDER ON HARM 5 2X FRAMING AT Ib" OG UNO ON STRUCTURAL DOGS FULL -WIDTH BATT IN50LATION WALLS SHALL BE R -21 MINIMUM 1 MIN MIN DATE ISSUE 01 -04 -08 PRICING SET 04 -07 -08 PERMIT 05 -08 -08 PERMIT REVISIONS PERMIT REVISIONS MAY 8, 2008 PROJECT: 0621 3944 BIGHORN ROAD REMODEL VAI L COLORADO SYSTEM DETAILS 1 MIN MIN EXTERIOR 12 R VALUE 84 SYNTHETIC 5HINGLE ROOFING SYSTEM, REF ROOF PLAN FULL - COVERAGE SHEET MEMBRANE WATERPROOFING PLYWOOD ROOF SHEATHING, REF STRUCTURAL 0005 ROOF 5TRUCTURRE, REF STRUCTURAL 0065 SPRAY -IN INSULATION CONTINUOUS REINFORCED VAPOR RETARDER FIN15H CEILING, REF INTERIORS 0065 EXTERIOR 12 R VALUE 84 ROOFING 5Y5TEM, REF ROOF PLAN FULL - COVERAGE SHEET MEMBRANE WATERPROOFING PLYWOOD ROOF 5HEATHING, REF STRUCTURAL 0005 ROOF STRUCTURE, REF STRUCTURAL 0005 SPRAY -IN INSULATION CONTINUOUS REINFORCED VAPOR RETARDER FIN15H CEILING, REF INTERIORS 0065 5TC 24 +/- R VALU 10+/ ct� STONE MORTAR SETTING BED RADIANT TUBING WHERE INDICATED CONCRETE 5LAB -ON -6RADE REF STRUCTURAL 0065 SLOPE AS REQUIRED A. T O GONG • - . • =' 1 w RIGID INSULATION CONTINUOUS REINFORCED VAPOR RETARDER GRAVEL BASE REF 5011-5 REPORT COMPACTED EARTH • " r " ii " s SCALE:1 1/2" V -0" SCALE 1/2" =1' -0" l i �: r FLOOR FINISH VARIES REF INTERIOR DOGS PLYWOOD FLOOR 5HEATHING REF STRUCTURAL DOGS L �AN=> siamm SPRAY -IN INSULATION MAY 8, 2008 FLOOR J015T REF STRUCTURAL 0005 CONTINUOU5 REINFORCED VAPOR RETARDER INTERIOR 5TC 43 +� FLOOR FINISH VARIE5 REF INTERIOR 0005 PLYWOOD FLOOR SHEATHIN& REF STRUCTURAL 0005 ,. T 0 PLYWD FLOOR JOIST REF 5TRUCTURAL D005 BATT INSULATION FIN15H CEILING REF INTERIOR 0065 01 k r4 Mel :�r7•Z z_ i-- FLOOR FINISH VARIE5 REF INTERIOR 0005 PLYWOOD FLOOR 5HEATHING REF STRUCTURAL 0065 ,t T O PLYWD CONTINUOUS REINFORCED VAPOR RETARDER FLOOR JOIST REF 5TRUGTURAL D005 SPRAY -IN INSULATION T46 SOFFIT z WATERPROOFING MEMBRANE DECK 5LEEPER5 REF 5TRUCTURAL D005 SLOPE AS REQUIRED TO ATTAIN FLAT FLOOR SURFACE PLYWOOD FLOOR SHEATHING REF STRUCTURAL 0005 DECKING REF 5TRUCTURRAL D005 TIMBER DECK JOIST REF 5TRUCTURAL D005 SLOPE AS REQUIRED DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM � LL it me r SYSTEM DETAILS I lo 11-:4 • i' 2 fiej :m go SCALES" = 1' -0 " N i i' wl a SCALES" = 1' -0 " 5TC 43 +/- R VALUE 41 III i' i i' SCALES" = V -0" SCALES" = 1' -0" . i . ii• I wo SCALES" = 1' -0" 10 EXTERIOR INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR � i : 1 1 --- �---------.----�---------,-----------�-.---�-�-------�,---------------,----------------�,-,-�I LEGEND - I I : ,-----------------,------,-------------,--"-----------------,---------,,-,------------------I CATALOG # LAMP NOTES i i i -4yxx (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) 'd.E. ONSTANT COLOR PRECISE -E. 1 i WALL MOUNTED DECORATIVE FIXTURE _F_ 55 DEGREE, WIDE FLOOD I � ; 4 (REFER TO DECORAflVE LIGHTING FIXTURE SCHEDULE) � ; -0- � I _(�_ OTHER WALL MOUNTED FIXTURE I � NOT FOR CONSTRUCTION JANUARY 4, 2008 f i RECESSED FIXTURE 3944 BIG HORN I REMODEL i RECESSED FIXTURE WITH LAMP AND LENS SPECIFICATION . i I TOKISTAR AV-2.4-101-MC 5W FIR XENON, 24V, 2.4" OX. REMOTE TRANSFORMER 1 i ! 0 IN-GRADE WELL LIGHT i i K-36 1 j t I 0 :::] SURFACE MOUNTED FLUORESCENT FIXTURE SYLVANIA - F025/830/XP/ECO (T8) i i I ( ) �� FLUORESCENT CLOSET STRIP NTH SIZE CREATIVE ILLUMINATION i SYLVANIA - F032/830/XP/ECO (T8) MOUNT LENS DOWN I W FIR XENON, 24V, 2.4" D.C. REMOTE TRANSFORMER I ! LINEAR LOW VOLTAGE STRIP � 3 ! a - - - ROPE LIGHT (LOW OR LINE VOLTAGE) __ -------------------------------------------.---------� � 1 E V :1 TRACK WITH HEADS i ILL. i 1:1 I ,-------------------------------�----"--�-- FIBER OPTICS ILLUMINATOR I J i L---. i Q FIBER OPTICS FIXTURE LENS T SWITCH � 3 3-WAY SWITCH I S RECESSED STEP LIGHT - - - - ------ _] EXTERIOR LOW VOLTAGE MONOPOINT B-K LIGHTING "DELTA STAR" � D3 3-WAY DIMMER SWITCH I I ## LIGHTING CONTROL KEYPAD (WITH TWO-DIGIT ADDRESS) I I , ,-W- #XXX LIGHTING CONTROL LOAD NUMBER _____________,____________ -- ___ : DUPLEX RECEPTACLE i — I r — :::i --:t - ---- : �_:�_______:�:______________ — __ - _ -- __i -- :_ -- _�:: - � - - - -- --------------------------,---------- - - - ]------- QwP DUPLEX RECEPTACLE i � FULLY-SWITCHED DUPLEX RECEPTACLE I : (11111, SWITCHED SIMPLEX RECEPTACLE : I Q FLOOR RECEPTACLE (SEE INSTALLATION NOTES FOR SPEC) � n HALF-SWITCHED FLOOR RECEPTACLE (SEE INSTALLA : I 0 FULLY-SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) I EXHAUST FAN � (�) DRAPERY MOTOR I DISPOSAL I : MOTION SENSOR (MOUNT ON WALL UNLESS NOTED OTHERWISE) i TELEVISION OUTLET � i CEILING SPEAKER � � WALL SPEAKER � i [S D] SMOKE DETECTOR � : JUNCTION BOX � e (o FIREPLACE IGNITION � |K] L| A KJ/ CONFLICTS OR SUB0TITUTIDNEi , ELECTR AND GENERAL CONTRACTORS ARE TO CONTACT WHITE uoxnwn osSIow IF ANY CONFLICTS ARISE OUT OF FIxTuncy SPECIFIED AND THEIR AVA ^ NO SUBSTITUTION FOR SPECIFIED FIXTURES IS PERMITTED WITHOUT PRIOR APPROVAL FROM WHITE LIGHTING os3|6w. ° owcrac "CONSTANT COLOR PRECISE" Mn15 LAMPS, ooW, asAw SPREADS AS SPEC nYvLo AS PER DRAWINGS. ° CONTRACTOR SHALL INSTALL HONEYCOMB CLEAR LENSES OR SPREAD LENSES WHERE SPECIFIED. IF NO INDICATION |3 MADE, THE LEN3E PROVIDED BY MANUFACTURER SHALL BE LEFT IN PLACE ° ALL A19 LAMPS ARE TO BE FROSTED, 12OV, HALOGEN x-LAMPS WHEREVER POSSIBLE, INCLUDING DECORATIVE FIXTURES (S,Lvxw|A #100 A/*AL/RP-120vFOR 10UW, ALSO COMES IN 68WxwD 75w). " C0w7n4CT0R U3[ w4x|wuw WATTAGE IN ALL FIXTURES, INCLUDING ocCURxnvE FIXTURES. ELECTRICAL: ° ELECTRICAL CONTRACTOR |8 RESPONSIBLE FOR ELECTRICAL NEEDS FOR ALL APPLIANCES. ° ELECTRICAL CONTRACTOR onAu ENSURE THAT ALL NATIONAL AND LOCAL ELECTRICAL CODES ARE FOLLOWED, |wCLoD}wu BUT NOT LIMITED TO CONVENIENCE OUTLET PLACEMENT, YNR[ TERMINATIONS, ... ° uoNTRxCTDR T0 nuN SEPARATE CONDUIT FOR TELEPHONE, LOW VOLTAGE LIGHTING CONTn0L, on x/v CONTROL WIRE WHERE INDICATED. MAINTAIN AT LEAST 12^ SEPARATION BETWEEN ANY PARALLEL RUNS oF LINE AND LOW VOLTAGE WIRE. ° CONTRxCTOR T0 RuN 612 vwnE FROM REMOTE TRANSFORMERS TO LOW VOLTAGE FIXTURES. ° MOUNT LOW VOLTAGE aTn|p uonT IN LswuTxs No Lomocn THAN 15'-o~ PER FEED (TYPE 'J' AND 'L') ° WALL OUTLETS SHALL BE VERTICAL, y^A.[[TO BOTTOM 0FBOX, DECORA STYLE. [[N0vER|RED.]] ° BATHROOM GF|OUTLETS SHALL BE HORIZONTAL |w THE 8ACKpLASH.[[mOTwERIRED.]] ° KITCHEN OUTLETS T0 BE VERTICAL IN THE BACK3PLAsn. [[NOT VERIFIED.]] ~ CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN. ° CONTRACTOR TO VERIFY COLOR OF ALL WALL AND FLOOR BOX DEVICES WITH OWNER PRIOR TO ROUGH-IN. " CONTRACTOR TO VERIFY EXACT LOCATION AND STYLE OF FLOOR PLUGS NTH OWNER PRIOR TO ROUGH-IN. ° USE STEEL CITY #864/664-CsT-8nw WHERE FLOOR oox[S ARE TO BE INSTALLED UNDER rUnw|TVnE OR wmsnE A FLOOR MOUNTED TELEPHONE JACK IS REQUIRED. USE LEW #RCFB-1 WHERE FLOOR BOXES ARE VISIBLE SUCH AS PERIMETER WALLS. LIGHTING CONTROLS ° LIGHTING CONTROL SYSTEM SHALL BE^^XXXXXXXX^ SYSTEM. ELECTRICAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER GUINDELINB AND SPECIB011ON3 WITHOUT EXCEPTION. ~ CONTROL DEVICES 0 BE INSTALLED 46^ A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. [[NOT VERIFIED.]] " LIGHTING CONTROL DEVICES AT BEDSIDES TO BE INSTALLED 34^ A.F.F. TO BOTTOM OF BOX. [[NOT VERIFIED.]] ° w01ION SENSORS 8*xu' BE WALL u0uwTcD WHERE pOSS|BLE. USE WATT STOPPER #wS-200. DECORATIVE "A/B" FIXTURES ° VERIFY w0UwTIwC HEIGHTS OF *NU' SCONCES WITH OWNER PRIOR T0 ROUGH-IN. LEAVE 2*^ w*|P TO ALL WALL MOUNTED FIXTURES. ° USE WAx|wVM ALLOWABLE WATTAGE IN ALL DECORATIVE FIXTURES, CONSTRUCTION ADMINISTRATION: ° ELECTRICAL CONTRACTOR SHALL HAVE ALL BOX LOCATIONS APPROVED BY WLD AND OWNER IN A ROUQ+|wwALK THROUGH PRIOR TO RUNNING WIRE. LIGHTING CONTROL SYSTEM: ° |N THE EVENT THAT A TOTAL OR PARTIAL LIGHTING CONTROL SYSTEM IS SPECIFIED, THE ELECTRICAL CONTRACTOR (IN CONJUNCTION NTH CONTROLS DEALER, IF NOT THE CONTRACTOR) SHALL BE RESPONS FOR SCHEDULING THE "START UP" OF THE LIGHTING CONTROL SYSTEM, INCLUDING BUT NOT LIMITED To: ^ CONFIRMING THAT ALL EQUIPMENT iS AS SPECIFIED ANDLOCATED/xDDRESSED CORRECTLY, AS PER PANEL SCHEDULES ° VERIFYING ALL WIRING TERMINATIONS AND LOW VOLTAGE COMMUNICATION ° CHECKING FOR SHORTS ° VERIFYING THAT EACH LOAD IS LANDED AS SPECIFIED PER PANEL SCHEDULES AND IS FUNCTIONING PROPERLY ° VERIFYING THAT EACH KEYPAD AND/On DIMMER IS COMMUNICATING AND FUNCTIONING PROPERLY ° WHITE LIGHTING DESIGN sxxu SPECIFY, DESIGN AND PROGRAM THE LIGHTING CONTROL SYSTEM BUT SHALL NOT PROVIDE ANY EQUIPMENT OR WARRANTY FOR THE SYSTEM. ° |T0 NOT CONSIDERED 0BE|N WHITE LIGHTING DESIGN'S SCOPE OF WORK 0 TROUBLESHOOT, ISOLATE, oROTHERWISE DIAGNOSE WIRING OR EQUIPMENT PROBLEMS. TRIM-OUT AND MOVE-|N PHASE " OF DRAWINGS THAT WILL DETAIL ALL wR1nmmPINGAND LENSING INFORMATION mac INSTALLED aY ELECTRICAL CONTRACTOR vJ THE TIME OF Tmm-our TEwPORAR,LAwPIw8 MAY BE INSTALLED UNTIL TVAT ° WUJ WILL REQUEST ASSISTANCE FROM ELECTRICAL CONTRACTOR DURING FINAL AIMING. THIS WILL INCLUDE TIME FROM 2-3 ELECTRICIANS AS WELL AS THE USE or LADDERS TO n[^Cn ALL ADJUSTABLE ACCENT FIXTURES. THIS MAY BE DIVIDED INTO SEPARATE VISITS oEP[wD|wo ON OWNER'S MOVE-IN SCHEDULE. ° KEY N OTE 5 0 uexTouom ^woLn-ssT xc,Pxn #wspsco-*. 0 uu*nOL/sn ~wuon-sET~ mwuoa. #wopaoovA-~ Q mGHmuER "Mum-SET DIMMER, #Mx 000m-*. INSTALL DIMMER |w SEPARATE BOX. (a) mcxnow OF u|wwED RECEPTACLE, mTRow 8wTn-20-opou-~/np-roo-10-*. (* = FIw|ox scLcoTuw) (a) unxToucn^moLn-acT^ REMOTE DIMMER, #mscn-*. I FALKENBERG REMODEL WHITE LIGHTING DE51GN 'I I VAIL, COLORADO LIGHTING NXTURE 5CHEDULE 3775 CHA51f 5TREET i MARK DE5CRIPTION MANUfACTURER CATALOG # LAMP NOTES i 25 DEGREE, NARROW FLOOD ___ E�K - 'd.E. ONSTANT COLOR PRECISE -E. 30 DEGREE, NARROW FLOOD _____ ]7�6. G.E. CONSTANT COLOR PRECISE _F_ 55 DEGREE, WIDE FLOOD PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 PROJECT: 0621 3944 BIG HORN ROAD REMODEL FIRST FLOOR PLAN . i LOW VOLTAGE STRIP LIGHT UNDER CABINETS 24V TOKISTAR AV-2.4-101-MC 5W FIR XENON, 24V, 2.4" OX. REMOTE TRANSFORMER 1 i K-36 WALL MOUNTED FLUORESCENT CLOSET LIGHT - 36" CREATIVE ILLUMINATION UC-125-EL SYLVANIA - F025/830/XP/ECO (T8) MOUNT LENS DOWN �-i ! i K-48 WALL MOUNTED FLUORESCENT CLOSET LI CREATIVE ILLUMINATION UC-132-EL SYLVANIA - F032/830/XP/ECO (T8) MOUNT LENS DOWN I W FIR XENON, 24V, 2.4" D.C. REMOTE TRANSFORMER I I S RECESSED STEP LIGHT - - - - ------ _] EXTERIOR LOW VOLTAGE MONOPOINT B-K LIGHTING "DELTA STAR" - G.E. PRECISE - 5OW MR16 REMOTE TRANSFORMER I ----------------------- -----------------------------,------------------ _____________,____________ -- ___ � _____ wv- ____ ____ - - - - - _________ ________________ ------ — I r — :::i --:t - ---- : �_:�_______:�:______________ — __ - _ -- __i -- :_ -- _�:: - � - - - -- --------------------------,---------- - - - ]------- -------�--------,------------------,�------------�.----�-.--------------,------ I VAIL, COLORADO DECORATIVE fIXTURE 5CHEDULE 3775 CHA517 5TREET 1 I PROJECT #07-021 . WHEAT RIDGE, CO -50212 __1 I MR I G LAMP 5CHFDULE NOTE: REFER TO MARKS ON DRAWNGS NEXT TO MR16 FIXTURES FOR LAMP BEAM SPREAD TO USE. DATE ISSUE xZ G.E. CONSTANT COLOR PRECISE 25 DEGREE, NARROW FLOOD ___ E�K - 'd.E. ONSTANT COLOR PRECISE -E. 30 DEGREE, NARROW FLOOD _____ ]7�6. G.E. CONSTANT COLOR PRECISE _F_ 55 DEGREE, WIDE FLOOD PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 PROJECT: 0621 3944 BIG HORN ROAD REMODEL FIRST FLOOR PLAN EL2,00 MR I G LAMP 5CHFDULE NOTE: REFER TO MARKS ON DRAWNGS NEXT TO MR16 FIXTURES FOR LAMP BEAM SPREAD TO USE. DATE ISSUE xZ G.E. CONSTANT COLOR PRECISE 25 DEGREE, NARROW FLOOD ___ E�K - 'd.E. ONSTANT COLOR PRECISE -E. 30 DEGREE, NARROW FLOOD _____ ]7�6. G.E. CONSTANT COLOR PRECISE _F_ 55 DEGREE, WIDE FLOOD /-/-�\/F� LIGHTING [lFT]1|| ��"�-�.��'/'..,�� ^,�_/'v` 5CALE: NONE mu BY 3/4 WIDE )ING MOUNTING CUPS) � I i I I ! �l ROPELIGHT BEYOND. � i ! � , CONCEAL RECEPTAC .E ' � _ - ______ -,---------,---- _ - - >__ - _ � , ,---- , - 1- I ! \� $HELF 1 i � I CAWKY/gOOKSHELF FACE FRONT EDGE OF SHEW SCALE: NONE WHITE LIGHT DESIGN 3775 Chase St. Wheat Ridge, CO 80212 303'463-6661bd 303-463-6665 fax www,whitelightingdesign,com Dousms MILLER DcC*xmr ARCHITECTS sxep*exm ns000xcex /wc/mx POST DFF|CE BOX 1624 AVON COLORADO 81620 T9 7 O 949 3 3 O2 F9 70 94 9 5 | 2 | YYYYYY.SK|AKCH\TECT.COM T REMOTE TRANSFORMER DATE ISSUE PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 PROJECT: 0621 3944 BIG HORN ROAD REMODEL FIRST FLOOR PLAN EL2,00 T REMOTE TRANSFORMER DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC 1 AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970949 3302 F970 949 5121 WWW.SRIARCHITECT. COM KEY NOTf-5 0 LIGHTOLIER "MULTI -SET" KEYPAD, h LIGHTOLIER "MULTI -SET" DIMMER, #! OO LIGHTOLIER "MULTI -SET" DIMMER, # SEPARATE BOX. ® LOCATION OF DIMMED RECEPTACLE, #NTR- 20- DFDU- * /RP- FDU -10 - *. U LIGHTOLIER "MULTI -SET" REMOTE DI 3i" IN(; ✓SAL L WHITE LIGHTING DESIGN 3775 Chase St, Wheat Ridge, CO 80212 303- 463 -6661 tel 303 - 463 -6665 fax www.whitelightingdesign.com [A] Il PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 "' • 06 B ROAD D R EMOD E L VAIL • •' AD• FI FL OOR s - � FIRST FLOOR PLAN 0 2' 4 8' W %E SCALE: 1/4" = 1' -0" EL2*0 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T97 3302 F920 949 5121 �� WWW.SRIARCHITECT. COM KEY NOTE (1 LIGHTOLIER "MUL1 0 LIGHTOLIER "MULZ LIGHTOLIER "MULZ SEPARATE BOX. (4 LOCATION OF DIM #NTR- 20- DFDU -' Q LIGHTOLIER "MUL1 WHITE LIGHTING DESIGN 3775 Chase St. Wheat Ridge, CO 80212 303- 463 -6661 tel 303 - 463 -6665 fax www.whitelightingdesign.com IS SUE SEC OND FL OOR P LAN SCALE: 1/4" = 1' -0" 0 2' 4' 8 SCALE: 1/4" = 1' -0" 11 W PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 R O A D ZEM ODEL PROJECT: 1. 30 ORN VAI L COLORADO SECOND FLOOR PLAN E L2,0 WHITE LIGHTING DESIGN 3775 Chase St. Wheat Ridge, CO 80212 303- 463 -6661 tel 303 - 463 -6665 fax www.whitelightingdesign.com IS SUE SEC OND FL OOR P LAN SCALE: 1/4" = 1' -0" 0 2' 4' 8 SCALE: 1/4" = 1' -0" 11 W PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 R O A D ZEM ODEL PROJECT: 1. 30 ORN VAI L COLORADO SECOND FLOOR PLAN E L2,0 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC 1 AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM KEY NOTES mm O ki loll —!0 SCALE: 1/4" = V-0" WHITE LIGHTING DESIGN 3775 Chase St. Wheat Ridge, CO 80212 303 - 463 -6661 tel 303 - 463 -6665 fax www.whitelightingdesign.com I 0 2' 4' 8" ■' m 111 mmmJ SCALE: 1/4" = 1'4' �l LIGHTOLIER "MULTI -SET" Q LIGHTOLIER "MULTI -SET" LIGHTOLIER "MULTI -SET" SEPARATE BOX. Q LOCATION OF DIMMED RE #NTR- 20- DFDU- * /RP -F Q LIGHTOLIER "MULTI -SET" mm O ki loll —!0 SCALE: 1/4" = V-0" WHITE LIGHTING DESIGN 3775 Chase St. Wheat Ridge, CO 80212 303 - 463 -6661 tel 303 - 463 -6665 fax www.whitelightingdesign.com I 0 2' 4' 8" ■' m 111 mmmJ SCALE: 1/4" = 1'4' �l DATE ISSUE PRICING SET NOT FOR CONSTRUCTION JANUARY 4, 2008 PROJECT: 0621 3944 BIG HORN ROAD REMODEL. VAI L COLORADO THIRD FLOOR PLAN EL202 D ESIGN Roof Live Load (Snow) (Pitch >= 4:12) ----------------------------------- 80 psf Roof Live Load (Snow) (Pitch < 4 :12) - - - - - -- --------------------- - - - - -- 100 psf e ---------------------- - - -___ p Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 psf Deck Live Load _ ___�__ -____ __ _ --- - - -_�_ __ ________ _ __-__ 100- psf Wind (3 Second Gust) --------------------------------- - - - - -- 90mph (EXP. B) Seismic-------------------------------------------------- - - - - -- EXEMPT IBC' /IRC Edition ------------------------------------------- - - - - -- -2003 FOUNDATION DESIGN: a. Design of individual and continuous footings is based on a maximum allowable bearing pressure of 3000 psf (dead load plus full live load). b. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. c. This foundation has. been . designed according to the design- recommendations set forth in geotechnical report #07 -129 by Koechlein Consulting Engineers, Inc. The contractor shall follow the construction requirements from this some report. d. Provide continuous - foundation drains around the perimeter of oil basement walls and at the base of retaining walls. Contact geotechnical engineer details. e. Provide crawl space ventilation per IBC /IRC requirements. f. A representative of the geotechnical engineer shaft verify soils conditions' and types' during excavation. Report any discrepancies from original findings to structural engineer for re- evoluation of foundation design. g. Backfift around and above structural buttresses and retaining walls shall be compaction- tested per the recommendations of the geotechnical engineer. h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. R INFORQM Q EE a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as odopted by Chapter 19 of the- 2003 iBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. c. Concrete shall be proportioned using Type 1 -11 sulfate - resistont cement. Admixtures containing chloride salts shalt not kre used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Mgnuol of Concrete Practice. e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates- shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. All exposed edges and corners shall be chamfered 3/4 ". i. Concrete floor slobs on grade and on metal decking supported by steel framing shall have sawn or tooled control joints at a maximum spacing of 15' -0" in each direction. Locate control joints otorrg column grid tines where possible arrd provide stab isolation joirrts� around columns. j. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2 B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists ( #11 bar and smaller) 3/4" B. Beams, coturrms 1 1/2 REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. c. At splices, lap bars 44 diameters_ Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide- (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plod or details, coordinate cold joint locotions- with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lop welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive far reinforcing dowels shalt be "Hilti" or "Simpson" or approved equivatent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 U.S. # # # # # # # #10 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, , except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts - 3-" nominal and wider shall be Douglas- Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. c. Built -up posts shatl consist of Dougtas Fir - Larch ar Hem Fir #Z or better 2x4 - or - 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails 0 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e, Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 , and better. Plates placed directly on concrete walls or slobs shall be pressure - treated Hem Fir #2. f. Ledgers attached to concrete wails shall be treated Hem Fir #2, or if LVL material is used, shall have a continuous waterproof membrane between the_ concrete and woad. g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2x6 bearing block. Provide X" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide lateral support for beam. h. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of cr single- stud do not require special blocking irr the- joist space. i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.9.1). j. Botts used for wood framing connections shall be installed. with standard washers and nuts. k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush - framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers- of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structura engineer for details as required. 1. Wood nailer plates installed on steel beams or concrete walls for top -flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers- from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. m. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to BCI 6000 1.7 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. n. Prefabricated trusses shalt be designed by a Colorado registered engineer to support the full dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator shall determine web arrangement and member forces. Load duration factor for snow loads is 1.0. Calculations and shop drawings shall be submitted to the architect /engineer for review prior to fabrication. The truss manufacturer shall specify all truss -to -truss connections. Temporary and permanent lateral bracing of trusses shall be installed as required by the truss manufacturer. o. Laminated veneer cumber (LVL) shall have the following minimum properties: 1. Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi 2. Modulus of elasticity .------------------------ - - - - -- 1,900,000 psi 3. Tension parallel to grain - - - - - - - - - - - - - - - - - - - - - - - - - 1854 psi 4. Compression parallel to grain ------------ - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel- to glue tine) - ___ -_ -- 750 psi 6. Horizontal shear ----------- -- - - -- - -- ---- - - - - -- 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams i) For two or three member 'beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2 ' diameter bolts at o.c. iii) For members consisting of more than four members, contact structural engineer. p. All lumber used in construction shall have a maximum moisture content of 1970. q. Unless made of treated or naturally decay - resistant wood, all deck beams and joists (including glue -lams) wider than 1%" shall be sealed and flashed at the top surface per architect. r. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x6 studs 0 16" o.c. to a maximum height of 12' -6 ", 2x6 studs 0 12" o:c. to a maximum height of 14' -6 ", and (2)2x6- studs 0 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 17' -4" shall be framed with manufactured parallam studs, contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strop top plates with metal strop ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall trusses unless approved by engineer. C. Floor or roof froming members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, at exterior fa¢e of exterior waits.. Block all horizontal joints and nail - ponels. with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3) -2x10 headers over oil door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated: F. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 2. Interior Load Bearing Walls: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) @ 16" o.c, with 1/2" gypsum wallboard both. sides, unless. noted.. otherwise. Cap with a double top, plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strop ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide (2) -2x1O headers over all openings in wall, with one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 3, Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and .groove, exposure. 1. Glue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. 4. Roof Construction- A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members (rafters or trusses) below- overfromed areas to provide adequate, laterat stability.. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Provide solid blacking between roof rafters, trusses and lookouts at alt bearing locutions; Blocking material shall match rafter, truss chord, or lookout material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear walls on plan have been designed to resist wind forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls,. screw 1/2" gypsum wallboard to all _studs and to top and bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior p.tywood. or QSB. wall sheathing is required unless. specifically deleted by engineer.. STRUCTURAL. STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steep W shapes -- shall. be- ASTM A932. Other rolled shopes, including plates -and angles- shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B or ASTM A501. c. Tube scrapes are- actual size as specified orr plan. Pipe sizes indicated on plon- are nominal (approximate inside diameter) and refer to AISC pipe schedule dimensions. d. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes_ shall be 3/4" diameter unless noted otherwise. e. Bolts used in structural steel framing shall be the break -off, torque indicating type, or torque inspection shall be provided as required by the building inspector. f. Typical framed beam connection shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II-A of the AISC Manual (A D, Ninth Edition). g. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: T /2" diameter - - -- 2 5/8" diameter - - -- 3" 3/4" diameter - - -- 4" h. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according- to the manu €octureir's- specifications. i. All welding shall be done by an AWS qualified welder. j. Delay painting within 3" of field welds until welds are completed. k. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. 1. All grout beneath column base plates and steel beams at bearing shall be non- shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. GENERA. REQUIREMENTS: a. Structural erection and bracing: The - structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed stricture. Contact structurot engineer for consultation (not irr contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured wood joists and glue -lam beams to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. c. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor.. d. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings_ e. Construction practices: General contractor is responsible for means, 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. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest edition IBC /tRC. f. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval.. Approval shall be obtained prior to installation. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observations visits. Observation visits to the jobsite by the engineer- are for determination of general conformance with the construction documents and shall not be construed as inspection. h. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect, and_ engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE - TREATED LUMBER SHALL HAVE A SIMPSON ZMAX FINISH' OR EQUIVALENT CONNECTION- SCHEDULE TOP FACE JOIST {}A SIMPSON H5 4 -8d 4 -8d - ` SiMPSON LSSU210 - 10 -1Qd 7 -1Odxl 1/2 (C SIMPSON LSSU410 - 18 -16d 12 -10dx1 1/2 LAMINATED VENEER LUMBER SIMPSON HU610 - 14 -16dx2 1/2 8 -16d Q SIMPSON IUT410 - 8- 10dx.1 1/Z 2 -10dx1 1/2 Q SIMPSON IUS2.37/9.5 - 8 -1Od - MA.T'L SEE 3/S4 - - - Q SIMPSON LUS28 - 6 -1Od 4 -1Od ` NOT USED - - - BOTTOM OF WALL SIMPSON U36 - 8 -16d 4 -1 Qdxl 1/2 N.W. SIMPSON HB5.5/9.5 6 -16d L 16-16d 10 -16d �0�a A.B. ANCHOR BQLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGH-TWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RiM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. , BUILDING MA.T'L MATERIAL. BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER O.C. ON CENTER C.J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED. STRAND BOARD C£M. CEMENT R PLATE CLG. CEILING PLYWD. PLYWOOD CLR. CENTERLINE PKT. POCKET 3" x 0.131" nail at 8" o.c. 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 SAM DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DRAG. DIAGONAL SHT. SHEET DWL DOWEL SIM. SIMILAR DWG. DRAWING S.I.R. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E.J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STly. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUiV. EQUIVALENT T TRIMMER EXSTG. EXISTING T&B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T.O. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING" FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G.L. GLUE -LANG TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE HT. HEIGHT W.P. WATERPROOF iNT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD K KING STUD W/ WITH JST. JOIST W/0 WITHOUT P ROVID E OF ONE i •' i • LN . . SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS gr'.AI r- 1 f4" = 1' -n" 2003 IBC FASTENING SCHEDULE (T ABLE 230 4.9.1) CONNECTION FASTENING a, m LOCATION 1. Joist to sill or girder 3 - 8d common toenail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 2. Bridging to joist 2 - 8d common toenail each end 2 - 3" x 0.131" nail 2 - 3" 14 gage staple 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 -16d common blind and face nail 6. Sole plate to joist or blacking 16d at le o.c. typical face noit 3" x 0.131" nail at 8" o.c. 3" 14 gage staple at 12" o.c. Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels wall panel (4) -3" x 0.131" Waif per 16" (4) -3" 14 gage staple per 16"` 7. Top plate to stud 2 - 16d common end nail 3 -3 "x0.131 "nail 3 - 3" 14 gage staple 8. Stud to sole plate 4 - 8d common toenail 4 - 3" x 0.131" nail 3 - 3" 14 gage staple 2 - 16d comm= end- nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 9. Doubts studs 16d at 24" a.c face- nail 3" x 0.131" nail at 8" o.c. 3" 14 gage staple at 8" o.c. 10. Double top plates 16d at 16' o.c. typiicof face° noel 3" x 0.131" nail at 12" o.c. 3" 14 gage staple at 12" o.c. Double top plates 8 - 16d common lop splice 12 -3 "x0.131 "nail 12 - 3" 14 gage staple typical face nail 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail 3" X 0.131" nail at 6` o c. 3" 14 gage staple at 6" o.c. 13. Top plates, lops and intersections 2 - 16d common face nail 3 - 3" x 0.131» noil 3 - 3" 14 gage staple 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 16. Continuous header to stud 4 - 8d common toenail 3 - 16d common minimum, Table 2308.10.4.1 face nail 17. Ceiling joists, lops over portions 4 - 3 x 0.131 noil (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" 14 gage staple 18. Ceiling joists to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 4 - 3" x 0:131 nail face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3' 14 gage staple 19. Ratter to plate. 3 - 8d common T - 3 x 0.131" nail toenail ( See Section 2308.10.1, Table 2308.10.1) 3 - 3" 14 gage staple 20: 1" diagonrrF brace- to each stud and plate 2 - " 8d common 2 - 3 x 0.131 nail face nail 2 - 3" 14 gage staple 21. 1" x 8" sheathing. to each bearimg. wall 2 - 8d_ common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall 23: Built -up corner studs 16d common 24" o.c. 3" x 0.131" nail 16" o.c. 3" 14 gage staple 16" o.c. 24. Built -up girder and beams 20d common at 32" o.c. face nail at top and 3" x 0.131" nail at 24" o.c. bottom staggered on 3" 14 gage staple at 24" o.c. opposite sides 2 - 20d common face nail at ends and at 3 - 3" x 0.131" nail each splice 3 - 3" 14 gage staple 25. 2" planks 16d common at each bearing 26. Collor tie to rafter 3 - 10d common face nail- 4 -3 "x0.131 "nail 4 - 3" 14 gage staple face n 27: Jack rafter to hip 3 - Tod common toenail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 2 - 16d common face nail 3 -3 "x0.131 "nail S- 3 gage staple 28. Roof rafter to 2 -by ridge beam 2 - 16d common toenail 3 -3 "x0.131 "nail 3 - 3" 14 gage staple 2 - 1.6d common face nail 3 -3 "x0.131 "nail 3 - 3" 14 gage staple 29.- Joist to band joist 3 - 164 common face nail 5 -3 "x0.131 "nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d commorr face Trail 4 -3 "x0.131 "nail 4 - 3" 14 gage staple 31. Wood structural panels and particleboord:b 1/2" and less UO (per KRW)q Subfloar, roof and wall sheathing 2 3/8" x 0.131" nail" (to framing): 1 3/4" x 16 gage 19/32"' to 3/4" a (per KRW)q' 2 3/$" x 0.131" nailP 2" 16 gageP 71W to 1" 8d 1 1/8" to 1 1/4" 10d or 8d" Single Floor (combination subfloor- 3/4" and less 8d" (per KRM)q underlayment to framing): 7/8 to 1" 8d" 1 1 to 1 1/4" 10d or ad" 32. Panel siding (to froming} 1/2" or less 64 5/8" 8d' 33. Fiberboard sheathing: 1/2" No. 11 gage roofing nail 6d common nail No. 16 gage staple 25/32" No. 11 gage roofing noil 8d common- nail No, 16 gage stapie 34. Interior paneling 1 /4" 4d l 3/8" 6d k NOTES TO TABLE 2304.9.1 For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.137` nails are standard Sd and 10d Gun nails. a. Common or box nails ore permitted to be used except where otherwise stated, b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear. walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank, d. Common e. Deformed shank. f. Corrosion - resistont siding or casing nail. g, Fasteners spaced ,3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion- resistant roofing nails with 7/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sheathing and 1 3/4 inch length for 25/32 -inch sheathing, I. Corrosion - resistant stoples with nominal 7/16 -inch crown and 1 1/8 inch length for 1/2 -inch sheathing and 1 1/2 inch length for 25/32 -inch sheathing. Planet supports at 16 inches (20 inches if strength axis is the tong direction of the panel, unless otherwise marked). j Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports- as_ 24 inches.. Casing or finish nails. spaced- 6- inches_ on• panel. edges,, 12 inches. of intermediate supports.. 1. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. a. Fasteners spaced 4 inches on center _at edges, .8 . inches at intermediate supports for subfloor and wolf .sheathing. and. 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as "per KRbt" have been changed from the IBC schedule to a more- restrictive requirement. II II II II I} }I II S4 100 I I STEP }_J T. E PLYWD. 100 " -0 II ( T.O. PLYWD ��.�� -- .� - T.O. SLAB Y, I r T.O. (E)_ PLYWD. _�._._ _ j �._ _ , rte-- -- - - - - - = III II (E) GARAGE SLAB ON GRADE II 1 � � If— —__ _ _ (E) STF.�_ _ , T.O. PLYWD r -.-1_ _._... - - _—_ T I 2x10 LEDGER. W/ / \ (3)- LEDGERLOKS 0 QT YP. T .O. P LYWD . } �_. - -I _ _ - __ I .__. I / \ 1 } { ^ ice_. ._________ ____ __._._______ �� ________ -- (E) KNEE BRACES 1 1/4x9 1/2 LSL RIM Cr FLOOR 1 } PERIMETER INDICATED THUS, Illy NORTH MAIN FLOOR FRAMING PLAN SCALE: ,i <- - r -o° PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN. -THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON.- CONTINU.O.US_ POSTTS_. FROM ABOVE ARE._ INDICATED: a SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 7. ALL (N) FLOOR JOISTS ARE 9 1 /2- BCI 6000=1.7 0 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. (E) REFERS TO EXISTING CONSTRUCTION (. - - -- - -- -- - -rt- -- ), (N) REFERS TO NEW ( }. Ji ll II Jil II �� - - --- - - - - -- Fr ii III` i I �__®-_® III it (E) CRAWLSPACE I } T.O.W. = 99' -4 T.O.F. = 95" -0 ______- _ _ _ _ _ _ _ _ S4 (V.I.F. 4' -0 MINIMUM FROST DEPTH) L L (E) CRAWLSPACE No- 100 } I I I} 1 I T.O. SLAB in I( I I } I I T.O.W. = 99' -9 3/4 T.O.F. = 95' - 0 I F _J I Il I F F ---I I I 11 IF }! f I f (E) CRAWLSPACE I I I I I I I I I I DWL. (N) CONC. WALLS TO (E) W/ I{ I } I I I I I I ##5 DWLS. x 24" EPDXIED INTO , }! I l ( I I I I I l} 3/4 "0x4" HOLES @ 16" O.C. TYP. I I I I } I I I I � ._._ � _ -I I I I l f I I I ( DWL. N CONC. WALLS TO E W I I I I I (} I I #5 DWLS. x 24" EPDXIED INTO ° ' 1 I (E) GARAGE SLAB ON GRADE } i 3/4 "0x4" HOLES @ 16" O.C. TYP. ( I I (E) CRAWLSPACE J Or I I I II I I } I! ,o s4 I I I 1 CRAWLSPACE I) } I II (I (} ( II l L T L II I I I }} }I T.O.W. = 99' -0 1/4 T.O.F. = 94' -6 1/4 2 S4 7' -9 1/2" SCALE. 1 f4„ — 1 m r*T w - wm i i• i i 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. =TOP- OF CONCRETE- WALL T.O.F. =TOP- OF- CONCRETE: -FOOTING THESE ELEVATIONS 'RELATE TO 100' -0 AS A REFERENCE ELEVATION AT THE MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP - OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE - SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: -- 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 16" WIDE UNLESS NOTED OTHERWISE. 6. DO NOT SCALE DRAWINGS. 7. (E) REFERS TO EXISTING CONSTRUCTION (N) REFERS TO NEW (- c� • fll��n ]UT 24 Or JB-FASCA, we T 1011111961 am PLAN SCALE: 1/4" = 1 31-0j.), 1, INTERIOR VVQQD STUD- BEARING WALLS ARE INDICATED 04 PLA4 THUS: 2. POSTS BELOW (ORIGINATING FROM THIS ARE INDICATED: NOR,-CW[NUOLS POSTS, FROM, ABOVE ARE INDICATED: 9 SINGLE STUD TRIMMERS THAT D(] NOT REQUIRE BLOCKING BELOW ARE INDICATED: O 3. ALL COUJk4W8 ARE LABELLED AT THE TOP, 4. FLOOR SHEATHING IS 3/4 TONGUE AND GROOVE APA 3TUR0FLO(JR, EXP.1, SPAN RATING 24 O.C. 5. /XXX`-XX~\ INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH NTH FLOOR JOISTS UNLESS NOTED (DROPPED). S. ° 0' ^ INDICATES CONNECTION TYPE - REF. 81 FOR SCHEDULE. 7. ALL (N) FLOOR JOISTS ARE 81/2 BC[ 6I0O-Y�70 18" O.C., TYPICAL UNLESS NOTED OTHERWISE. 8. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. g. ALL /N\ ROOF RAFTERS ARE: 2xlO"s 0 24" TYPICAL, UNLESS NOTED OTHERWISE. 10. /E\ REFERS T{} EXISTING CONSTRUCTION (N REFERS TO NEW [ ' INDICATED THUS, TYP. lb ocr (N) EXIERIQR HEAQERS ARE: (2)-1 3/4x -v (3)-2-xlO's- W/ (I)-2x6 KING STUD EA. SIDE, TYP. iL < UNLESS NOTED OTHERWISE Ld w i C13 -m- (E) WATERPROOF DEC KNEE BRACE - (E) BEAM \ \ \ __ ( __ TOE NAILS TY9. 2x6- LEDGER W/ /�l_ \ � \ \ | �. � � | |' | �. � � | |' | �. |� |� ' | ~` | ' ^�/ ~�~~�'`�~'-~ ' | @ 16" 0. C. | |' |� | |' | |' �. || |� | (N) EXTERIOR HEADERS AF �. | | ' (3)-2x1Os VY/ |� | | KING 3TUa EA, SIDE, TYP.� ' NOTED OTHERWISE 0TYP. @ RAFTER & LODKOUTBRG. agaoi PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS ARE INDICATED: Ul NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: N SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BEU]VY ARE INDICATED: O 3' ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4 TONGUE AND GROOVE APA STURQ|FLOOR^ EXP.1, SPAN RAT 24 G.C. 5. /XXX INDICATES' TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH VNTH FLOOR JOISTS UNLESS NOTED (DROPPED). /_\~ O. ~ �� INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE' 7. ALL (N) FLOOR JOISTS ARE 2x12`o 0 16 U'C^, TYPICAL, UNLESS NOTED OTHERWISE. 0, ROOF SHEATHING I8 5/8" APA RATE[} SHEATHING, EXP1, SPAN RATING 40/20. S' ALL ROOF RAFTERS ARE: 2x\0 @24~, TYPICAL, UNLESS NOTED OTHERWISE. 10, (E) REFERS TO EXISTING CONSTRUCTION (----------), /N\ REFERS TO NEW / \. CON'[ 2xO STRUCTURAL SUB TYP. � 2xl 0 LEDGER W/ (3) LEDGERLOKSAA - IT IIEZ BE - OW VERI[Fr(E) M - REKACE TrtIMM r - C00a. VWT DIFFER FROM PLAN *j 7j L ENGINEER FOR COL. To 3 STL, COL. MAY NEED TO EXTEND TO FDTN @ = CD co ui Aw -xi � ------ ------ (3)-1 3/4v11 7/8 L\8_ | -- ~� --------- �- V110 c�[�4| E` 1 " , m `~�',�_- .��. � - rallo w �F. TRIMMER AND (l)-2x6 KING STUD EA. SIDE, TYP, UNLESS NOTED OTHERWISE- #4 DWLS x 0 2'-0 4" CONC. SLAB PER PLAN 0 24" O.C. C. OL 100 d SLAB O L 99'-4 .. .. . ...... A (1)-#4 CONT. HORIZ. C 4 4" (1) - #5 .CONT, HORIZ. 0 MID-HT. 4 #5 DWLS x @ 48" O.C. 1 01-1 6 A (2)-#5.'s CONT. HORIZ. TOP & BOT. 95' -0 fi T I . c 00 Al PERIMETEP, DRAIN, PER, SOILS ENGINEER 14� 8" 4' 1 1 ' - 4* SCALE: 3/4" = l'-O" STL. BM. PER PLAN - (2)-1/2"O LAGS - BUILT-UP STUD COL. PER PLAN =17 SCALE: 3/4" = 1 - 0 " 719: �� CAP E. 1/2x5xBM. WIDTH W/ 2)-1/2 0 THRU-BOLTS ONE EA, SIDE OF WEB) TS COL. PER PLAN "" STUD WALL BEYOND - -"'� BASE t. 5/8"x5"xO ' -1 W/ (2)-3/4 7�xC EXP ANCHS., TYP. I" mw SHIm NON-SHRINK GROUT FOUNDATION WALL----- SCALE. 3/4" = l'-O" DWL. (N) CONC. WALLS TO (E) W/ #5 DWLS, x 24 EPDXIED INTO 3/4"&4" HOLES @ 16" O.C. TYP. ALONG JUNCTION OF NEW FOUNDATION TO EXISTING FOUNDATION WALL & FOOTING SCALE: 3/4" = l'-O" 2x6 STUDS 0 16" O.C. W/ 1/27-PLYW0_ OR OSS, SHEATHING I 1/4x9 1/2 TIMBERSTRAND LSL (OR - EQUIV.) RIM 1/2" 0 is TO" A.B.*s .0 48" O.C. IN CONT. TREATED 2x6 It O L 99'_ 1/4 4 T T.O.W. r 2x6 STUDS 0 16 O.C. W/ PLYWD. OR OSI3 SHEATHING FLASHING PER ARCK 2y. DECKING PE2 COUNTER - SLEEPERS OVER WATERPROOF MEMBRANE OVER 3 PL4VD. ARCH ........ DECKING QTYP (N) RIPPED 3x8s 0 16" O.C. (2" MAX) (N) CONT. 2x8 LEDGER W/ (3)-LEDGERLOKS 0 16 O.C. It 4 L L 4 fi cn 1 4 0# �4" 1 1/2 GYPCRETE, TYP. — 117'-9 T.O. PLYWD.+ X OL 9-4' -6 1/4 +4. T T. 00 A w a. Z2xl O's 0 16" O.C. 2x10 BLKG_ 0 24" IN PERIMETER DRAIN- PER FIRST JOIST SPACE W/ SOILS ENGINEER 14�' 8" 4� (5)-8d NAILS INTO EA. PANEL, TYP. 1 1 ' -4" SCALE: 3/4" = l'-O" :4' CONT. 2x TOP e DRIVE PINNED TO O L SEE PLAN • T.O. STL. F 1 1/2 GYPCRETE, TYP. SEE PLAN FOR D17AKI C17CC TYP PER PLAN J T.O. PLYWD. 'Y J L1 /4x4x4xO' -6 1/2 W/ (2)-3/4"0 THRU BOLTS OR WELDED ALL AROUND kF SCALE: 3/4" = l'-O" NEW I, EXIST. 99'-0 1 Z4 C W > Go 04 LO.W. 7 dim • 00 • (0 r- • 't ( 3 r z C • tq #5 D WLS X 0 • 2 �to � • r- r- 3i C14 F_ • • z 00 LLI W < @ 16" O.C. •. • 1- • V) J V) 7- • #5 CONT. HORIZ. 0 C - 0) ()o r- • 0 0 16" 0. C. 6 r- U-), (2)-#5'.% CONT. HORtZ. m 4- 0 u 0 m I :I L 4j TOP & BOT. 0) U_ • 94'-6 1/4 T.Cr.F. 9 11Z I-JOISTS PER PLAN (PARALLEL 0 SIM) CRAWILSPACE #5 CONT. HORIZ. 0 16" O.C. S . #5, DWLS x 0 16" O.C. (2)-#5's CONT. HORIZ. TOP & BOT. SCALE: 3/4" = l'-O" ROOF FRAMIING4 PLAN - SCALE: 1/4- 31> = l' — 0 II II 24", TYP. 'URAL 2!"� PLAN NOTES FOR NEW- FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED 04 PLAN THUS: 2, POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON" CONTINUOUS 'POSTS FROM ABOVE ARE INDICATED: 9 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 5. " 0 - INDICATES CONNECTION TYPE - REF. - S1 FOR SCHEDULE. 6: ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED. UNLESS NOTED AS (DROPPED) AT THts LEVEL. 7. ALL NEW ROOF RAFTERS ARE: 2x12's 0 24", TYPICAL, UNLESS NOTED OTHERWISE. 9. 1 INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48 O.C. MAX ALONG EACH OVERFRAME MEMBER. 9. (E) REFERS TO EXISTING CONSTRUCTION (-- - --- --- -- ), (N.) REFERS TO NEW ( designed by C W > Go 04 7 dim • 00 • (0 r- • 't ( 3 • co 0• z C • tq issued 0 • 2 �to � • r- r- 3i C14 F_ • • z 00 LLI W < C •. • 1- • V) J V) 7- • 0 C - 0) ()o r- • 0 04 Lr) 6 r- U-), 0) CV) X C m 4- 0 u 0 m I :I L 4j _lox, • 0) U_ • designed by RAU 7 dim • designed by RAU I rawn bv RA U checked by issued PRELIM. 08/09/07 PRIONG • /15 Z08 RERMIT 04ZO7/08 REVISED 05/05L08_l& — shee-t offfi il-o-111, m oil' U STL- RIDGE BM. PER PLAN 12 PER PLAN — 2x10 RAFTERS PER PLAN RAFTERS PER PLAN PACK WEB SOLID W/ 3/4 TRHU-BOLTS 0 24** O. C. SCALE: 3/4" 7 SCALE: L4" CAP t: 1/2 x BM. WIDTH x 0'-10 W/ (4)-1/2 THRU-BOLTS BLKG. 0 BEARI MANUF. O L 117'-9 T T.O.PLYWD. SIMPSON A35 SlWPSON- T.' STL BM. PER PLAN W/ 2x AILER (ONE EA. S LP IDI DRIVE PINNED TO TOP FLA GE STUD PACK) JL4x4x1 /4x0'-5 1/2" W/ (4)-3/4 THRU-BOLTS (2 EA. SIDE) (4)-3/4"Oxl 2 SPLICE SCALE. 3/4" = l'-O" SCALE-- 3/4" = l'-O"-. (3)-10d NAILS INTO EA. LOOKOUT, TYP. EQ. (4)-3/4"Ox12 2x1 STRUCTU SUB - FASC (P. 2x1.0, LOOKQUT. 0 - 24" O.C, TYP; 2x6 STUDS @ 16 W/ 1/2 PLYWD. OR OSB SHEATHING 2x6 STUDS @ 16" O.C. W/ 1/2" PLYWD. OR OSB SHEATHING 12 2x6 STUDS @ 16" O.C. W/ 1/2 PLYWD. OR OSB SHEATHING 1 1/2" GYPCRETE, TYP. 1-1 109'-0 --- ARCH. (E) 2x12 RAFTERS @ 24" O.C. 1 1/2" GYPCRETE, TYP. 117-9 -Z I — T LO- PLYWD STYP. \--I-JOISTS PER PLAN STL. BM. PER PLAN W/ 2x DRIVE PINNED TO TOP FLANGE, PACK WEB SOLID & ATTACH W/ 3/4 THRU-BOLTS 0 24" O.C. 0 2x8 CEILING CEILING JOISTS 0 24" O.C. (4)-16d TOE NAILS SISTER CEILING JOISTS TO (E) RAFTERS W/ (4)-16d NAILS O T'S PER PLAN 1/2" • 2x1 RAFTERS PER PLAN 2x BLKG BTWN (E) RAFTERS SCALE: 3/4!' = l'-O" (N) WO RAFTERS 0 24" O.C. OVERLAP JOINT W/ (N) PLYWD 2x BLKG BTWN (N-)- RAFTERS 1 1/2" GYPCRETE,,.. TYP. 117'-9 — T T.O. PLYWD. OTYP. STL. BM. PER PLAN W/ 2x DRIVE PINNED TO TOP' FLANGE, PACK WEB SOLID & ATTACH W/ 3/4 THRU-BOLTS 0 24 O.C. 2x BLKG BTWN (E) RAFTERS (E) 202 RAFTERS @ 24" O.C. SISTER CEILING JOISTS TO (E) RAFTERS W/ (4)-16d NAILS SCALE: 3/4" = l'-O" SIMPSON A35 OR SIMPSON LPT5 (ONE EA. SIDE OF STUD PACK) (4)-3/4 LAGS STUD PACK PER PLAN (4)-3/4"002" LAGS FAI INSTALL SIMPSON FWAZ w/ UPTURNED LEG TO INSIDE 0 SIM SCALE: 3/4" = l'-O" 2x6 LEDGER W/ (2)-LEDGERLOKS 0 16 O.C.. (4)-16d TOE NAILS 34s 0 42" O.C. SLOPE LSL RIM BOARD PER PLAN IIZOx12f LAG 0 BRG. TYP. #1 OR BETTER 1/2"Ox12" LAG @ BRG. TYP. D'F 8x12 #1 OR BETTER D-F 8xl2 (2)-3/4"Ox12" LAG -F 8x12 BRACE L I& I • j#j E aa, jTA W M 109'-o T.O. (E) PLYWD. (E) GARAGE SLAB AND STEM WALL 0 SIM w. F. (E) T.O.W. SCALE: 3/4" = 1"-0" SIMPSON A35 OR SIMPSON LPT5 (ONE EA. SIDE OF STUD PACK) All = TYPICAL BLKG. IN JOIST SPACE 0 is 0 0 • � T I - c� • All = TYPICAL BLKG. IN JOIST SPACE 0 is 0 0 0 � T I - c� All = TYPICAL BLKG. IN JOIST SPACE RIM i is All = TYPICAL BLKG. IN JOIST SPACE Y f)PN10T17(Z ('0?,J1;797Pr)H<C TPf WITH APPPOYWATF TPHNK f)!AMFTrR UN K DIAMETER X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE � T R W EN km.m �!nn APPROX. LOCATION 100 YEAR FLOOD PLAIN LINE INTERPOLATED FROM F.E.M,A. EAGI - E COUNTY, COLORADO L INSURANCE STUDY NUMBER 08037VOOOA REVISED PRELIMINARY DATED AUGUST 28, 2003, CENTERLINE DITCH , GAS LINE EASEMENT i. ACCESS EASEMENT 24'X10' 31291'-C—T.DWG 10/22/08 KPJ 0 made by me and under my supervision, and that the survey is accurate and correct to 'the best of my knowledge, Mi c hael i hoe! j� Colorado P.L.S. 0 L---j TOWN TOWN 11--- OF VAIL SURVEYOR'S CERTIFICATE Wchael J. Post, a Professionol Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this to pographic survey was !NV. OUT 2' CMP