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Home My WebLink AboutB12-0049 ILC and PLANS NOTES: 1) DATE OF SURVEY: 11/11/12 2} REFER TO LAND TITLE GUARANTEE CO. POLICY NO, V5003105,3-2 DATED 5/10/11 FOR ALL TITLE INFORMATION, 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN PEARS FROM T-lE DATE OF THE CERTIFICATION SHOWN HEREON: 4) BASIS OF ELEVATION: SEVAER MH 1240, INVERT EL = 7947.5, MEAS. RIM EL = 7957.6 LOT 26 / (LOCATED SOUTH OF THE SOUTH CORNER LOTS 24 & 25). 5} BASIS OF PROPERTY LINE LOCATION: 46.62 W.C. N. CRN LOTS 25/26 & N CRN, LOTS 46/47. 0.2292 AC, UTILITY EASEMENT (PER PLAT) END. PIN & CAP L.S. #11204 6) `°FL:OODWAY" SCALED FROM TOWN OF VAIL FLOOD HAZARD MAP AND FEMA MMI) INSURANCE .,,, , RATE MAP (FIRM) #08037^0468D, EFFECTIVE DATE: 12/04/07, Dt 7/ POSTED ADDRESS: 1895 W, GORE CREEK DRIVE. ,; • END WIT. CRN. } j PIN & CAP L.S. 11204 EDGE CREEK - - -.- - f STAMPED W.C. 46.62 8) SEWERLINE SHOWN HEREOII CONNECTS CENTERS OF FIELD LOCATED MANHOLE RIMS. THERE COULD BE A SLIGHT VARIATION IN LCCATION ACCORDING TO WHERE BURIED LINE ENTERS AND EXITS MANHOLES, 9) MEASUREMENTS AND TIES WERE TAKEN TO OUTSIDE CONCRETE FOUNDATION WALLS, WOOD FRAMING " —SE 'R LINE AND INSULATION. PEAK EL_:VATIONS SHOWN RE TAKEN TO TOP OF STRUCTURAL ROOF JOIST ON SURVEY CONDUCTED 9/19,/12. / /1NV OUT 4"•PVC, CENTERLINE 20' WIDE SEWER VERY APPROXIMATE LOCATDN OF "FLOODWAY" _ EASEMENT RECORDED B 217, P 493, IMPROVEMENT LOCATION CERTIFICATE SCALED FROM TOWN OF VAIL FLOOD HAZARD MAP. FEMA FLOOD HAZARD ZONr AE (1% ANNUAL CHANCE f / p OF FLOODING) PER MAP 08037C04fi8D„ EFFECTIVE I hereby certify that thin Improvement Location Certificate was prepared �} ,r *' ^` �' � DATE: 12/4/07 l d for VAIL CUSTOM BUILDER that it is not a land survey plat or improvement survey pleat, and that it is \ not to be relied upon fcr the establishment of fence, building_car other future improvement Tines. I further certify that the improvements on the above described parcel on \ / l 15.3" this date, 11/13/12, except utility connections, are entirely within the DRAINAGE EASEMENT .^--° �,,' � .��.� � boundaries of the parcel, except as shown, that -there are no encroachments (PER PLAT} / upon the described premises by improvements an any adjoining prerraises, 0 / 73667.8 { �" .� � 1 except as indicated, and that there is no apparent ,evidelpcC6, r sign of any easement crossing or ba.rderun an art of scald cardel eider t as rioted. 1 f , 9 9 Y P 50` STREAM '� `t "' y µ a 4 � \ 20' SETBACK r/ff 0- \ c T MiC "ae1 ,Stu l,l6 . Colo ado&P.L.S. kl`I E3®� - 4 4 a r o f BUILDING OH PVC VERT. 'd - p<" + �VN DRAIN. (T ) 0 � \ F; 2 STORY WOOD FRAME RESIDENCE 15.0" r WITH BASEMENT (UNDER CONSTRUCTION) ` / r �a. 16,1' ' FND WIT. CRN.-'``_f � ' PIN & CAP L.S. 11204. ; . � �� BUILDING OH /;. f 7377.4 BUILDING STAMPED W.C. 36.74 '° SETBACK ,go 67365.0" \ o SEWER GO GAS r . f STU ELEC. 1:8' P1 ' TRANS. SEWER MH 1280 - \ .i `�� BUILDING OH �®� �� 20.0" MEAS. INVERT EL = 7936.4 PEI MEAS. RIM EL_ = 7942.5 1-10 t 0.3° BUILDING ON a l f O � r CMP DRAINAGE EASEMENT •_ ` f°. BY EAGLE VALLEY SURVEYING k CONO WALL (NOT INCLUDED IN CURRENT ,• TITLE COMMITMENT E'CEPTIONS} \\ X, 7963.5° r' GARAGE SLAB t 15.01 7948.3' 'a X .> w \ u 1 .0° 1.5 CMP �\ ASPHALT'DRIVE ~ 0' 10' 20' 30' 6 EDGE ROAD s IMPROVEMENT LOCATION CERTIFICATE SCALE. 1 , 10 g \ FND. 4' WT. CRN. � w #4-UM g A & I VILLAGE LS#30116 WEST, a rt STORM GRATE 41199 HIGHWAY 6 & 24, EAGLE-VAIL EDGE ASPHALT DRIVE / 60 NC. PAN TOWN OF VAIL P;O. BOX 1230 EDWARDS, CO. 81632 PHONE I'ED CCaNC PAN 87°-ILC-8°-1' ,D G DATE: 8/23/12 COUNTY, COLORADO (970)949-1406 TV FEED DIN. BY: M. POST PAGE: 1 OF 1 JOB RHO NOTES. 1),-,DATE-OF,SURVEY-. 8/23/12 �),'REFEk, TO"LAND TITLE GUARA4TEE',CO, POLICY NO V50031053-2 5/10/11-FOR 'ALL TITLE, INFORMATION.. DATED., NOTICE: ACCORDING TO,COLORADO,LAW' YOU MUST COMMENCE ANY LEGAL AC71ON BASED'UPON ANY DUECT IN, THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST,DISCOVER rUCH' DEFECT. IN -NO MAY ANY (Ji, ACTION BASED UPON'ANY:D5ECT IN �THIS SURVEY BE'COMMENCE D1.'MOR1(. THAN TEN YEARS,FROM THE WE'OFTHE CERTIFICATION SHOWN HEREON. 4) BAsts ,OF ELEVATION: SEWER WH 1240, IN _�957.6 A VERT EL 7947 5, MEAS,'RIM. EL COR LOCATED SOUTH OF 7HE SOUTH` NER, LOTS 24 25). , LOT 26 5) BASIS OF, PROPERTY. LINE LOCATION: 46.62 W.C. N. CRN-LOTS 25/�6 & N CRN. LOTS,46/4"7. 0.2292'AC� //-UTILITY EASEMENT (PER PLAT) FND,,PIN & CAP��L.S�, #11204 : -FLOOD WAY", SCALED FROM T(WN OF VAIL FLOOD HAZARD MAP AND FEMA FLOOD INSURANCE, RATE MAP (F*M),'#0807CO458D, EFFECT] 4/07 DA TE: 12/0 tK� 7) POSTED ADDRESS- 1865 W. G0RE C EEK DR I IVE. FND MT. CRN. R PIN & CAP L.S., 11204 EDGE CREEK NO,DRIVEWAY -AT TIME OF-SLRVEY. STAMPED W�C� 46.62 9) SEWERLINE.SHOVVN,'H,tREON-,C)NNECTS C I ENTE RSIO F FIELD LOCATED MANHOLE ,RIM'& TH I ER E COULD BE. A I SLIGHT VARIATION,IN LOCATON ACCORDING TO WHERE,BURIEQ LINE ENTERS� AND EXITS AN' M., HOLES. EWER' LINE MEASURE 10) MENTS.� TIES, AND'ELEVATIONS TAKEN TO TOP/OUTSIDE,CONCRETE-FOUNDATION wA LLs. /INV OU 4 PVC// ' " _ERLINE 20' wibE SEWER 1, / CENT VERY APPROXIMATE LOCATI 11 11 1 - Oq OF 'FLobDWAY" ASEMENT RECORDED B 217, P 493.' SCALED FROM.TOWN. OF IMPROVEMENT LOCATION'CEfMFICATE VAL FLOOD HAZARD MAP., FEMA FLO D HAZARD ZONE AE (4% AN NUAL CHANCE OF FLOODING)i PER MAP # D8037CO468L),',EFFECTIVE I hereby,certify,that I this Irrpro' ve,merit Loca'tio'n Certificate'was prepared DATE: lr�/'4/07 for VAIL CUSTOM BUILDERS tho it i t a' land survey plat or. improvement surVey plat, 'ond-that it is t is no t Ao,be relied upon for tte establishment of� fence,' building.or,other fUture,- no . 1 161 ove'nient, lines. LOT'' 25 I further certify that the im)rovements on the above-described.parcel on ,this date, 8/22/12 e�(cept,'utllity cohnection�,'are entirely 'within the DRAINAGE EASEMENT boundaries of the parcel 6)cept.as shown, ,that I there are no encroachr�l s PER PLAT), upon the described premise,- by, improvements on any adjoining I prem 0,5' isesi� tX 3ra. except as indic6ted, and' that'there "is no :apporent evidence or sign of an' easement:�cross irig or burdening 'any part of ;so.id �,ept as noted., 50! 3TREAM �0' SETBACK, V 79 1 41,.6 Posd C61orjo- 31BI t,7 in. "o 110 15.0' 0.2' FND 'WIT. CRN PIN & CAP'L. 11204 BUILDING STAMPED W�C. 36,74 SETBACK. 79470 0,4' V 2,STORY WITH BASEMENT z 1 X1' CONC. SEWER CO PARTIALLY FRAMED. RESIDENCE' PIER (TYP.) ELEC. TRANS. 20. SEWER MH. 1280 6A' MEAS. INVERT 'EL -7936.4 PVC VERT. RIM, EL 7942�5 0 DRAIN (,TYP.) 4,J ---:-1.5 CMP\ 0 DRAINAGE EASEMENT 0 13Y EAGLE VALLEY SURVEYING A (NOT INCLUDED IN CUMENT 7954-.0 TITLE COMMITMENT EXCEPTIONS) bv C;W 0_� GARAGE SLA 1510 �� 7948.3' LOT �27 7949.0' C) el 5 CMP 10. t lop 0 0, ' 10, 20' EDGEIROAD 'WATER STUBOUT \< V IMPROVEMENT ' LOCATON - CERTIF SCALE' UTILI E FND, 4' WIT, CRN. 26 ' #4 REBAR & LOT -STIJBOUT ALUM, CAP LS#30116 VAIL , VILLAGE WEST, FILING NO.- 2 c:2012' STORM GRATE SEP 41199 HIGHWAY 6 & �4, EAGLE-VAIL. TOWN ,4-OF VAIL P�O., BOX 1230 ,EDGE ASPHALT DRIVE-- EDWARDS' CO. , 81632 'PHONE PED ILC-8-i2.DWG DATE: 8/23/ VAIL� -1406 CONC PAN 67 EAGLE COUNT'T" , COLDRADO TOWN OF , (97P)949 TV PED DRN. BY. M. POST PAGE: I OF 1, jo o. 67: M� r i, tlr i 7 R 1 � 012 Job Name: Job Address:! p er4. c Permit No: SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiting Special Inspection or Testing per Section 1701 of the ise) The owner or histher representative, on the advice of the design professlonal in responsible charge;shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vag for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The canner and hisdher general contractor, where applicable, sWI also acknowledge the following conditions applicable to Special Inspection Testing: 1_ Contractor is responsible'for proper notffteation to the inspection or Testing agency for items listed•(Page 1) (t BC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and Inspections are to be sent directly to the Towo of Vail by the Testing agency on a weekly basis. 4. inspection agency to submit names and qualifications of on-slte spedal inspectors to the Town of Vail for review and approval.(Page 2) S. The speclat inspector is respo tsble to immediately notify the Town of Vail Building Official in writing of any concerns andfor problems encountered, S. It is the responsibility of the contractor to review the Town of Vail approved plans for addidonar inspection or testing requirements that may be noted. A pre-construction conference at the Job site is recornmended to review special Inspection procedures. 7, The special inspector shall use onlythe Town of Vall approved drawings. S. All special Inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all Items requiring testing and inspection were fulfilled and reported. Those items not tested andtor inspected shall be noted to this statement A•copy of the statement shall he maintained at the job site for the Building Inspector's review prior to final Inspection. Aclmowiedge en Owner uro k-!�jr�rp- Pdnt Nn _ Date Sgeciainspedlantr � ��Cl. 'J��n L.7'ct ' 3 2611 it A enc 1 UM Pint Nems flare Project hlEm• Signpr re PrintNamo Data t Contracto r Signafuro Pdrrt Name Dald'' —3— copv 1%7e-v 0041 FLOOR FINISH SYSTEM GONGRETE SLAB, RE: STRUCTURAL INFLOOR HEATING SYSTEM, DESIGN-BUILD BY GENERAL GONTRAGTOR TO Q O R-10 MIN. RI6ID UNDERSLAB 0 0 INSULATION Q GRAVEL, RE: 5TRUCTURAL D - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GOMPAGTED EARTH, RE: OC�' ' OD �TRUGTURAL AND SOILS rte... FLOOR TYPE - F I SLAB ON GRADE ISSLIE: B D1 . 1 SCALE: 3"=I'-0" DATE: 04-03-12 1895 W.GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 11 FLOOR FINISH SYSTEM 1 1/2" L16HTNE16HT GONGRETE N/INFLOOR HEATING SYSTEM, DESIGN-BUILD BY GENERAL GONTRAGTOR VAPOR BARRIER T O SHEATHING FLOOR SHEATHING, RE: STRUGTURAL R-4Q MIN. BIBS INSULATION FLOOR STRUGTURE, RE: STRUGTURAL IX6 T46 ND SOFFIT FLOOR TYPE - F2 EXTERIOR FRAMED DATE: 04-03-12 D 1 .2 " SCALE: 3 1'-0" 1895 W. GORE CREEK DRIVE !, VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA '� FLOOR FINISH SYSTEM 1 1 12" LIGHTWEIGHT GONGRETE W/INFLOOR HEATING SYSTEM, DESIGN-BUILD BY GENERAL GONTRAGTOR VAPOR BARRIER O _a a O. T O SHEATHING -Y OO FLOOR SHEATHING, RE: STRUGTURAL FLOOR STRUGTURE, RE: STRUGTURAL SOUND BATT INSULATION, 5" MIN. 5/8" GYP. BD. GEII_ING, 5/8" TYPE 'X' GYP. BD. AT GARAGE FLOOR TYPE - F3 INTERIOR FRAMED ISSUE: s D 1 .3 " SCALE: 3"=1'-0" DATE: 04-03-12 1895 W.GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 1® 1 112" L16HTNE16HT CONCRETE WINFLOOR HEATING SYSTEM, DES16N-BUILD BY 6ENERAL CONTRACTOR T 0 DECKING ob 0--0--R FLAN5- DECK STRUCTURE, RE: STRUCTURAL FLOOR TYPE - F4 DECK ISSUE: B D 1 .4 SCALE: 3"=1'-0" DATE: 04-03-12 1895 W. GORE CREEK DRIVE DOUGLAS MILLER DECHANT ARCHITECTS VAIL,CO PROJECT# 1110 SHEPHERD RESOURCES INC /AIA INTERIOR EXTERIOR SUPER INSULATED X PREFAB. WALL PANEL SYSTEM (R-42) WITH J AIR/MOISTURE a " INFILTRATION BARRIER o F }r. GEMENTIOUS STUCCO SYSTEM FINISHED GRADE a HEAD 4 I WATERPROOF MEMBRANE FROM BO a X FOOTING TO TOP OF a I Q FOUNDATION R-10 MIN. EXT. RIGID a INSULATION TO TOP OF FOOTING, TYP. PLAN I CONCRETE ` FOUNDATION WALL 6 FOOTING, RE: STRUCT. G RE: 00 L N 0 o I DRAINAGE MAT ON b, b, OUTSIDE OF RIGID ------------- INSULATION 8 ` WATERPROOF O O ° I MEMBRANE a o o �: 3/4" LIQUID MEMBRANE ° AAV PERIMETER DRAIN,177 T/ / 4 RE: SOILS REPORT BASE \X\\/ ' \'\/ GRA�/EL BAGKFILL / / 0 0 o I- o i ° " a III=III; A" �� ; �: I o o III—III— a. a i 111 I I— I 1 I I=1 I I1 I I1 I I1 I I1 I I III1 I I=1 I I1 I I=1 I I1 I I=1 1 (- WALL TYPE - W I TYP. FOUNDATION DATE: 04-03-12 D 1 .5 " SCALE: 1 1/2"=I'-O" 1895 W. GORE CREEK DRIVE VAIL,CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA �� X INTERIOR EXTERIOR HEAD 2 4 I ' 518" 6YP. WALL BD., Q SUBSTITUTE -7116" 6MMU AT NET AREAS BEHIND TILE I a R-15 MIN. BIBS INSULATION I GONGRETE FOUNDATION Q WALL, RE: STRUCTURAL PLAN � Q 6 MIL. VAPOR BARRIER, SEAL AT BASE PLATE & AT FLOOR SHEATHIN6 Q ZA WATERPROOF MEMBRANE M4 2 a l a a 5 BASE y o ' a 1 as I FLOOR STRUCTU STRUCTURAL 2 4 WALL TYPE - W2 FURRED FOUNDATION ISSUE: B D 1 .6 " SCALE: 3"=1'-0" DATE: 04-03-12 1895 W.GORE CREEK DRIVE VAIL,CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 11 X INTERIOR EXTERIOR HEAD 2 6 I; I 5/8" 6YP. WALL BD., Q SUBSTITUTE -7/16" 6MMU AT a WET AREAS BEHIND TILE j. R-23 MIN. BIBS INSULATION GONGRETE FOUNDA"T"ION Q WALL, RE: STRUCTURAL PLAN a 6 MIL. VAPOR BARRIER, SEAL AT BASE PLATE R AT FLOOR SHEATHING Q .Q WATERPROOF MEMBRANE I f I 2 D GEMENTIOUS STUCCO SYSTEM EASE I� I t a a Q 2 6 .� FLOOR STRUG E: STRUGTURAL 2 6 WALL TYPE - W3 FOUNDATION AFG ISSUE: B D 1 .7 " SCALE: 3"=1'-0" DATE: 04-03-12 1895 W.GORE CREEK DRIVE VAIL,CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA tt EXTERIOR X INTERIOR BOTTOM OF STRUGTURE HE/1,E) 2 6 5/8" GYP. WALL BD. 2 j5(b I I I CONCRETE FOUNDATION }: WALL, RE: STRUGTURAL 6 MIL. VAPOR BARRIER, PLAN SEAL AT BASE PLATE 6 AT FLOOR SHEATHING A EI 1/2" PLYWOOD SHEATHING, RE: STRUCTURAL 2 6 2X6 WOOD STUDS AT 16" O.G. 112" PLYWOOD SHEATHING, RE: STRUGTURAL R-23 MIN: BIBS All =:=INSULATION t -I 2-,/Z BASE us EXTERIOR FINISH SYSTEM, RE: EXTERIOR ELEVATIONS FLOOR STRUG-I"URE, 2 6 STRUCTURAL I 2 6 WALL TYPE - W4 TYP. EXTERIOR PARTION ISSUE: B D 1 .8 " SCALE : 3"=1'-0" DATE: 04-03-12 1895 W. GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 11 EXTERIOR X INTERIOR BOTTOM OF STRUGTURE HEAD 518" GYP. WALL BD. 6 MIL. VAPOR BARRIER, TAPE AND SEAL AT FLOOR, GEILIN6, OPENIN65 AND JOINTS PLAN AIR SPACE I 2X WOOD BATTENS SUPER INSULATED PREFAB. WALL PANEL SYSTEM (R-42) WITH AIR/MOISTURE INFILTRATION BARRIER f L- E3A5E ZX WOOD NAILER FOR BASE _. FLOOR STRUGURE T STRUGTURAL WALL TYPE - W5 TYP. EXTERIOR PANEL DATE: 04-03-12 ® 1 .9 " SCALE: 3"=1'-0" 1895 W. GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 1' BOTTOM OF STRUCTURE HEAD 2 4 5/8" 6YP. WALL BD. BOTH SIDES, SUBSTITUTE 5/8" TYPE 'X' 6YP. WALL E30. AT RATED SHAFTS AND RATED PARTITIONS, SUBSTITUTE -7116" 6MMU ON NET AREAS BEHIND TILE PLAN 2X WOOD STUDS o 16" O.G. . v 2 44 2- -L SOUND BATT INSULATION BASE FLOOR STRUCTURE, RE: >2 <4 STRUCTURAL 2 4 WALL TYPE - W6 INTERIOR PARTITION 4 11 ISSUE: s D1 . 10 " SCALE: 3"=1'-0" DATE: 04-03-12 1895 W. GORE CREEK DRIVE VAIL,CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 1, BOTTOM OF 5TRUGTURE HEAD 2 6 5/5" 6YP. WALL BD. BOTH SIDES, SUBSTITUTE 5/5" TYPE 'X' 6YP. WALL BD. AT RATED SHAFTS AND RATED PARTITIONS, SUBSTITUTE `7/I6" 6MMU ON WET AREAS BEHIND TILE PLAN 2X WOOD STUDS �_ 16" O.G. 2 6 y SOUND BATT INSULATION BLASE FLOOR 5TRU6TURE, RE: 2 STRUCTURAL 2 6 , WALL TYPE - W7 INTERIOR PARTITION 6" ISSUE: B D1 . 1 I s1 SCALE: 3"=1'-0" DATE: 04-03-12 1895 W. GORE CREEK DRIVE VAIL,CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA ®' BOTTOM OF STRUCTURE HEAD >2 <4 518" GYP. NALL BD_ BOTH SIDES, SUBSTITUTE -7/16" 6MMU ON NET AREAS BEHIND TILE PLAN 2X HOOD STUDS 16" O.G. 2 4 S � ZZ • 1Z R-15 BIBS INSULATION AT EXTERIOR PARTITIONS, SUBSTITUTE SOUND BATT 5 4Z INSULATION AT INTERIOR BASE PARTITIONS FLOOR STRUCTURE, RE: 2 4 STRUCTURAL 2 4 WALL TYPE - W8 INTERIOR FURRING DATE: 04-03-12 ® 1 . 12 " SCALE : 3"=1'-0" 1895 W.GORE CREEK DRIVE DOUGLAS MILLER DECHANT ARCHITECTS VAIL, CO PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 1' 60MP05ITE ROOF SHAKE, INSTALL TO MEET GLASS A ROOF SYSTEM REQUIREMENTS W.R. 6RAGE IGE AND WATER SHIELD ROOF MEMBRANE OR \ EQUAL \ ~ \ PLYWOOD ROOF SHEATHIN6 \ \ ON 2X8 FURRING STRIPS \ OVER ROOF RAFTERS ~ ~ ` R-401 MIN EXTERIOR R161D ~ INSULATION IN 7 1/4" ~ SPACE, STA66ER JOINTS ~ ~ AND LAP LAYERS, TAPE ~ JOINTS ~ \ � � IX T�6 WOOD SOFFIT 22r f C1 F ROOF STRUGTURE, RE: STRUGTURAL ROOF TYPE - R I TYP. SHAKE ROOF ISSUE: B D 1 . 13 " SCALE: 3"=1'-0" DATE: 04-03-12 1895 W.GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA �� X 2X WOOD TRIM SACKER BAR 4 II' SEALANT I� 5UPER INSULATED I� PREFAB. WALL PANEL SYSTEM II (R-42) WITH A I R/MO 15TURE INFILTRATION BARRIER III If'. 5 GOAT GEMENTIOU5 5TUGG0 5Y5TEM ON FURRING LATH h II LAP AIR/MOISTURE BARRIER If 8 LATH OVER FLA5HIN6 8 GA51N6 BEAD METAL GA51N6 BEAD N/ WEEP HOLES 7-77 77744t 0 COPPER BASE FLASHING, EXTEND b" MIN. BELOW FIN. " ' GRADE v I FINISHED GRADE < Jill v. TYPICAL STUCCO DETAIL AT GRADE ISSUE: B D4.3 SCALE: 1 I/2 =I -0 DATE:04-03-12 1 1895 W.GORE CREEK DRIVE t� VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA T 5 F2 RECLAIMED WOOD I SIDING ON SUPER INSULATED PANELS a o . MTL. INSECT SCREEN COPPER GAP FLASHING N/ DRIP EDGE BACKER ROD 8 ��. SEALANT 3 GOAT GEMENTIOUS If STUCCO SYSTEM ON FURRING LATH MATERIAL TRANSITION SIDING/STUCCO DATE: 0403-12 D4.4 " SCALE: 1 1/2"=V-0" 1895 W. GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 1' X 2X WOOD TRIM { BACKER BAR 8 J II SEALANT I II EXTERIOR FRAMED WALL 1 If. 1 J If: 3 GOAT CEMENTIOUS STUCCO SYSTEM ON FURRIN6 LATH J II: LAP AIR/MOISTURE BARRIER 4 LATH OVER FLASHIN6 8 II GASIN6 BEAD > METAL GASIN6 BEAD J W/ WEEP HOLES COPPER BASE FLASHING, EXTEND b" MIN. BELOW FIN. 6RADE FINISHED 6RADE \ \ \ \ v5 TYPICAL STUCCO DETAIL AT SLAB/GRADE DATE: 04-03-12 ®4•5 SCALE: 1 1/2"=I'-O" 1895 W. GORE CREEK DRIVE VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# II10 SHEPHERD RESOURCES INC /AIA 11 X LAP AIR/MOISTURE BARRIER & LATH OVER FLASHIN6 d GASIN6 BEAD II : LAP AIR/MOISTURE BARRIER d LATH OVER FLASHIN6 d If GASIN6 BEAD f METAL GASIN6 BEAD 1 W/ WEEP HOLES HORIZONTAL WOOD TRIM I STUCCO/FLASHING AT HORIZ WD TRIM ISSUE: B D4.6 " SCALE : 1 1/2"=I'-O" DATE: 04-03-12 1895 W. GORE CREEK DRIVE !, VAIL, CO DOUGLAS MILLER DECHANT ARCHITECTS PROJECT# 1110 SHEPHERD RESOURCES INC /AIA 1A P O S T O F F I C E BOX 1 624 AVON COLORADO 8 1 6 2 0 T970 949 3302 1-970 949 5 1 21 W WW.S R I A RC I i I T L C T COM DIAZAYAS RESIDENCE Lot 26, Vail Village West Filing 2 1895 W. Gore Creek Drive,Vail, Colorado ocjv� C H ED) Window# Unit Size (W"x H") U value Remarks 1 24 x 24 21 MIN. 2 (2) 32 x 32 3 54 x 54 .21 MIN. 4 2'-8" W x 7'-0" H .21 MIN. 5 6'-0" W x 7'-0" H .21 MIN. 6 6'-0"W x 7'-0" H .21 MIN. 7 36 x 42 .21 MIN. 8 (2)42 x 54 .21 MIN. 9 24 x 24 .21 MIN. 10 24 x 24 .21 MIN. 11 36 x 36 .21 MIN. 12 54 x 54 .21 MIN. 13 24 x 24 .21 MIN. 14 36 x 36 .21 MIN. 15 36x 54 .21 MIN. 1'/ AV)!441 IN 16 36 x 54 .21 MIN. 17 36 x 36 .21 MIN. 18 36x36 .21 IVIIN. h'! 19 48 x 48 .21 MIN. 20 8'-0"W x 7'-0"H .21 MIN. 21 11'-0" W x 8'-0" H .21 MIN. 22 8'-0" W x 7'-0" H .21 MIN. 23 16'-0"W x 7'-0" H .21 MIN. 24 30 x 20 .21 MIN. 25 20 x 20 .21 MIN. 26 20 x 20 .21 MIN. 27 30 x 20 .21 MIN. 28 7'-7-1/2"W x 7'-0" H .21 IVIIN. 2'-6"Active Leaf 29 36x32 .21 MIN. 30 (3)36 x 14 .21 MIN. 31 (2)42 x 54 .21 M I N. 32 24 x 24 .21 MIN, Skylight. See A2.4 33 30x48 :21 MIN. Skylight. See A2.4 34 36 x 48 -21 MIN. 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COM AW AV AW AW 069 VAIL VILLAGI�: W �Ffoal-4 �1 FIL NG 2 LOT AL Con 0 CNREEK DRIV �t, VAIL, L RADO U4 0 mK'ok F�m 1895 We DATE ISSUE 1 1-26-1 1 DRB-PEC SUBMITTAL 1-4-12 DRB-PEC STAFF COMMENTS 3-14-12 PERMIT 4-3-12 REVISED PERMIT SET EWED FOR CODE R -A P L I A N E av, _ � m of C040 NT -290 i d A , PROJECT: 1110 DIAZAYAS RESIDENCE ..,r t V'al REVEWED FOR CUM-' t ""OMPLIANICNIE , 1 ,. s t By- TOWN OF VAII COVER SHEET Nag& 0'0'k �VISED PERMImmmi'm J" �� K Fm A0e0 APRIL 03 , 20 2 %a? iJ` GENERAL NOTES PROJECT DIRECTORY DOUGLAS MILLER DECHANT ARCHITECTS 1. ALL DISTRIBUTIONS OF THESE DRAWINGS BY THE GENERAL CONTRACTOR SHALL INCLUDE ALL ADDITIONAL ARCHITECT OWNER SHEPHERD R E S O U R C E s INC / A I A DOCUMENTS ASSOCIATED WITH THIS ISSUE. THESE DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, PROJECT DOUGLAS MILLER DeCHANT Alejandro Dlaaayas POST O F F I C E BOX 1 6 2 4 MANUAL,SPECIFICATIONS,AND DETAIL MANUAL. FURTHERMORE, NONE OF THE ADDITIONAL DOCUMENTS SHALL BE DISTRIBUTED WITHOUT THESE DRAWINGS. ARCHITECTS c/o Dan Wolf Shepherd Resources, Inc/AIA 953 S. Frontage Rd.W.,Ste.222 AVON COLORADO 8 1 6 2 0 2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE 37347 US Highway 6,Suite 10 1 Vail,CO 81657 T9 7 0 9 4 9 3 3 0 2 F9 7 0 9 4 9 5 1 2 1 ARCHITECT RESERVES THE RIGHT TO TAKE EXCEPTIONS TO METHODS AND MATERIALS T REFLECTED HEREIN. PO Box 1624 INTERIOR DESIGNER Avon,CO 162 Slifer Designs WWW.SRIARCHITECT. CO . WORK SHALL BE PERFORMED IN A WORKMANLIKE OR CRAFTSMA LIKE MANNER TO THE SATISFACTION OF THE OWNER. (Phone) 970.949.3302 216 Main St.,Suite C 100 4. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE CONSTRUCTION THE CONTRACTOR AND (F )970.949.5121 Edwards,C 81632 EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO EXECUTION OF THE WORK,AND SHALL BE STRUCTURAL ENGINEER (Phone)970.926.8200 RESPONSIBLE FOR THE CORRECT AND ACCURATE LAYOUT AND CONSTRUCTION F THE PROJECT. The MJ Mueller CO., Inc. (Fax)970.926.8228 PO Box 2747 LIGHTING DESIGN 5. DIMENSIONS ARE TO FACE OF STUD OR TIMBER,CENTERLINE OF TIMBER A FACE OF CONCRETE,UNLESS Vail,CO 8 1658 White Lighting Design NOTED OTHERWISE. (Phone)970.476.2627 3775 Chase St. 6. REFER TO INTERIORS DOCUMENTS FOR ROOM FINISH SCHEDULE. (Fax)970.476.2637 Wheatridge,CO 80212 LANDSCAPE ARCHITECT (Phone)303.463.6661 7. COORDINATE ELECTRICAL AND MECHANICAL WORK WITH STRUCTURAL FRAMING. Fieldscae Inc, Landscape Architects (Fax) 303.463.6665 PO Box 1871 GENERAL CONTRACTOR 8. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE UT ARE NOT LIMITED TO Avon,CO 162 TOILETS, BATH ACCESSORIES,CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, ELVES,CLOSET RODS, Vail Custom Builders CABINETRY, COUNTER TOPS,STAIR HANDRAILS AND FALSE BEAMS. (Phone)970.32 .4006 0429 Edwards Access Rd.,INorthstar (Fax)970.32 .4212 CenterA207 9. CONFIRM DATUM INFORMATION WITH CIVIL PLANS. SOILS N 1 ER PO Box 2809 1 . ALL NON 90 DEGREE ANGLES ON PLANS ARE 45 DEGREES UNLESS OTHERWISE NOTED. oechlein Consulting Engineers, Inc. Edwards,CO 81632 12364 W.Alameda Pkwy,Suite 133 (Phone) 970.926.8771 II. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. FLOOR PLANS TAKE PRECEDENCE. Lakewood, CO 022 (Fax)970.926.8253 (Phone) 303.989.1223 12. ALL ARCHES ARE TO HAVE A RADIUS THAT EQUALS THE WIDTH OF THE OPENING.THE SPRING LINE OF THE (Fax) 303.9 9.02 ARCH IS LOCATED AT T-0°'AFF, UNLESS NOTED OTHERWISE. SURVEYOR 1 . WOOD/TIMBER MEMBERS NOTED WITH " (INCH) MARKS REFERS TO THE ACTUAL FINISHED DIMENSION OF THE MEMBER. Eagle Valley Surveying, Inc. FOR EXAMPLE:4'°X12" REFERS TO A MEMBER THAT MEASURES 4 INCHES WIDE BY 12 INCHES DEEP. MEMBERS 41199 US Hwy.6&24 NOTED WITHOUT" (INCH) MARKS REFERS TO THE NOMINAL FINISHED DIMENSIONS F THE MEMBER. FOREXAMPLE4XI2 Eagle-Vail REFERS TO A MEMBER THAT MEASURES 3 1/2 INCHES WIDE BY 11 1/4 INCHES DEEP. PO Box 123 14. INSTALL PERFORATED PIPE PERIMETER DRAIN SYSTEM AND SOLID PIPE UNDER DRAIN SYSTEM REQUIRED. Edwards,CO 81632 REFERENCE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. SLOPE SYSTEM TO DRYWELL OR DAYLIGHT. ALL (Phone)970.949.1406 DATE ISSUE DOWNSPOUTS ATTACHED TO SOLID PIPE DRAIN SYSTEM AND HEAT TRACED TO 48" BELOW FINISHED GRADE. 3-14-12 PERMIT 15. TYPICAL OFFSET OF INTERIOR DOORS IS 6", UNLESS AT END OF CORRIDOR ERE THEY ARE C TER ), UN . 4-3-12 REVISED PERMIT SET 16. ALL WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF UNIT,U 17. BUILDING FIRE SPRINKLER/SUPPRESSION AND ALARM SYSTEM IS REQUIRED. SYSTEM ILL BE DESIGN-BUILD TO MEET TOWN OF VAIL BUILDING AND FIRE DEPARTMENT REQUIREMENTS PROJE(O.".7 INF%J1X "IATI%JIN ABBREVIATIONS ABV ABOVE GL GLASS, GLAZING PT POINT PARCEL NUMBER: 2103-123-06-025 AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD QT QUARRY TILE LEGAL DESCRIPTION: LOT 26, FILING 2,VAIL VILLAGE WEST (A) ACTIVE HDWR HARDWARE R : REFERENCE CLASS OF WORK: NEW CONSTRUCTION AC ACOUSTICAL HDR HEADER REF REFRIGERATOR TYPE OF OCCUPANCY: SINGLE FAMILY RESIDENTIAL ADD ADDENDUM HVAC HEATING/VENTILATING/AIR CONDITIONING RE REQUIRED LEVELS: 3 STORIES+ BASEMENT A J ADJACENT HT HEIGHT RESL RESILIENT HEIGHT. 321-6°° ALT ALTERNATE HP HIGH POINT REV REVISION PARKING: 3 SPACES ALUM ALUMINUM HORZ HORIZONTAL R RISER ARCH ARCHITECT(U L) H13 HOSE BIB R S ROD AND SHELF FIRE SUPPRESSION SYSTEM: YES BAMT BASEMENT HR HOUR RD ROOF DRAIN BG BEARING INCL INCLUDE(D), (ION) RM ROOM CURRENT APPLICABLE CODES: IC 2009, IECC 2009,2008 NEC BR BEER ID INSIDE DIAMETER RO ROUGH OPENING TOWN OF VAIL ORDINANCE NO. 18, BIT BITUMINOUS IBC INSTALLED BY CONTRACTOR S ROUGH SAWN SERIES OF 2009 BLDG BUILDING IBO INSTALLED BY OWNER SHLDR SHOULDER H BOTTOM OF HEADER INSUL INSULATION SIM SIMILAR BUILDING LOT SIZE: .2292 ACRES(9,9 SF) CPT CARPET INT INTERIOR SPEC SPECIFICATION (S) LOT COVERAGE(FOOTPRINT): 1,995 SF(20%) CS MT CASEMENT KIT KITCHEN SQ SQUARE IMPERVIOUS COVERAGE: 3'292 SF(33%) CLG CEILING LAM LAMINATE F SQUARE FEET CT CERAMIC TILE LAV LAVATORY STD STANDARD GRFA OR FAR: 3,309 SF CLR CLEAR(ANCE) L LENGTH STL STEEL LANDSCAPE R 6,692 SF(67%) " COL COLUMN LTL LINTEL STN STONE AREA CALCULATIONS CONIC CONCRETE LVL LAMINATED VENEER LUMBER STRUCT STRUCTURAL C U CONCRETE MASONRY UNIT MFR MANUFACTURE(E ) TBD TO BE DETERMINED UPPER LEVELS 473 SF NT CONTINUOUS MO MASONRY OPENING TC TRASH COMPACTOR UPPER LEVEL I : 851 SF CUST CUSTOM MAIL MATERIAL TEL TELEPHONE MAIN LEVEL 1,451 SF TL DETAIL MAX MAXIMUM TV TELEVISION LOWER LEVEL 1,369 SF p L IA DIAMETER MTL METAL T&G TONGUE AND GROOVE IM DIMENSION MECH MECHANICAL TOB TOP OF BEAM TOTAL LIVA L A FOOTAGE: 4,144 SF R DOOR MC MEDICINE CABINET T C TOP OF CONCRETE SLAB ? G DRAWING MIN MINIMUM T TOP F WINVV/DOOR FRAME . DQ t GARAGE: 482 SF :. ELEC ELECTRIC( L) MIR MIRROR TOP TOP OF PLYWOOD *t GROSS ELEV ELEVATI MISC MISCELLANEOUS T TOP F STEEL SQUARE FOOTAGE: 4,626 SF EQ EQUAL MNT MINUTE TOW TOP OF WALL MST EXISTING NA NOT APPLICABLE TB TOWEL BAR T EXTERIOR NOM NOMINAL T TREAD F S FACE OF STUDS NIC NOT IN CONTRACT TYP TYPICAL FIN FINISH NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE FF FINISHED FLOOR OPG OPENING VERT VERTICAL FP FIREPLACE OPP OPPOSITE WC WATER CLOSET FLR FL (ING) OPH OPPOSITE HAND WP WATERPROCIFINC INDEX OF DRAWINGS FD FLOOR DRAIN OD OUTSIDE DIAMETER WPM WATERPROOFINC MEMBRANE PROJECT: III 0 FTG FOOTING (P) PASSIVE WPT WORKPOINT FN FOUNDATION P PAINT F WELDED WIRE FABRIC I Y RESIDENCE FBO FURNISHED BY OTHERS PR PAIR W WIDTH,WIDE AO.0 COVER H T GA GAUGE PVMT PAVEMENT WOW WINDOW A .1 PROJECT INFORMATION GALV GALVANIZED PL PLATE / WITH AO.2 AO. LONER LEVEL F CALCULATIONS GC GENERAL CONTRACTOR PLYWD PLYWOOD W/o WITHOUT A03 MAIN/MA5TER N UPPER LEVELS 1,2 45 WD D FA CAL UL TI NS r w . #� I E C Ll LAND AREA CALCULATION V"I C' I N IT'I" MAP DATUM R E F E R E 4C.."o E PROJE%-.-.".T NORTH APR 10 2012 L2 SITE L ATM ELEVATION OF 100'-0°° L5 LAN05CAPE PLAN D a THIS SYMBOL REFERS TO PROJECT NORTH. FOR E LTOWN OF VAIL I QUALS ACTUAL ELEVATION OF 7947'-10" ABOVE SEA LEVEL ACTUAL NORTH, REFER TO SITE PLANOR SURVEY A2.0 LONER LEVEL FL PLAN ��Y _ -TOP F FINISHED FLOOR DOCUMENTS. A2.1 N LEVEL L PLAN FF= A2.2 UPPER LEVEL 1 FLOOR PLAN =„.W '-X XXX °' A2.3 UPPER LEVELS 2 6 5 FLOOR PLAN TOP OF PLYWOOD (P) OR CONCRETE(C) A2.4 ROOF PLAN `�` / T o X A T TN XT ELEVATIONS , 4 w A5.1 NORTH EXTERIOR ELEVATION XXXI-//�®V;I A3.2 T XT ELEVATION - r° , C PYRIGHT RESERVATION W, A4.1 BUILDINC7 5ECTION t - n a w ALL DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT S MILLER DECHANT ARCHITECTS/SHEPHERD RESOURCES, INC./ALA HERE IN AFTER, SRI ) FOR PROJECTS FOR WHICH THE ARCHITECT HAS BEEN RETAINED ARE INSTRUMENTS OF THE INFORMATION a Z z ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THE SPECIFIC PROJECT,J LESS OTHERWISE PROVIDED IN WRITING,THE ARCHITECT r` �Yy s:,• ,�, xa. 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 PERSON WITHOUT LIMITATION ALL 1 FOUNDATION L N �;. A.._ .," EMPLOYEES.,.. AND/OR INDEPENDENT CONTRACTORS OF THE ARCHITECT), NETHER HAVING RIGHTLY INTO POSSESSION THERE OF OR 5 MASTER I LEVEL F A I NG OTHERWISE,SHALL EMPLOY THESE DOCUMENTS ON ANY OTHER PROJECT, NOR FOR ADDITIONS ANY PROJECT NOR FOR THE COMPLETION OF 55 L F 6 UPPER LEVEL FRAMING ANY PROJECT FOR WHICH THE ARCHITECT HAS BEEN RETAINED BY OTHERS, A ANY OTHER USE THEREOF WHATSOEVER,UNLESS WITH THE _ u:. ,_.. 4 L F UPPER LEVEL l5 FRAMING PRIOR PRESS WRITTEN CONSENT OF THE ARCHITECT AND UPON APPROPRIATE COMPENSATION TO THE ARCHITECT IN AN AMOUNT AND KIND 18g5 1N. GORE GR EK DRIVE E SATISFACTORY TO THE ARCHITECT AS AGREED TO BY THE ARCHITECT IN WRITING.THE ARCHITECT EXPRESSLY CLAIMS ALL PPP,IETARY RIGHTS 55 UPPER ROOF PLAN ,. w s a ? I ALL MATERIAL FOR WHICH ARE ISSUED IN CONFIDENCE FOR DESIGN A / R CONSTRUCTION PURPOSES F ALL PROJECTS FOP,WHICH THE as J ARCHITECT HAS BEEN RETAINED AS NOTED.THESE MATERIALS MAY NOT E COPIED, MODIFIED, EMPLOYED I ANY WAY Y ANY PERSON L O.0 ELECTRICAL AND LI HTING SCHEDULE 5HEET (INCLUDING,WITHOUT LIMITATION,AN EMPLOYEE ORE EMPLOYEES)WITHOUT THE SPECIFIC PRIOR WRITTEN CONSENT AND PERMISSION OF THE EL1.0 BASEMENT LIGHTIN& PLAN a 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 EL2.0 MAIN LEVEL LI&HTING PLAN SUCH MATERIALS WERE CREATED AND TO ALL OTHER WORKS AND WORK PRODUCT OF THE ARCHITECT. EL5.0 UPPER LEVEL LI HTING PLAN EL 5.1 5ECOND UPPER LEVEL LIGHTING PLAN `r (C)2012 DOUGLAS MILLER DECHANT ARCHITECTS/SHEPHERD RESOURCES, INC.ALL RIGHTS ESE V . AOO 1 ALL ISSUANCES SHALL BE DISTRIBUTED IN FULL,WHICH INCLUDES BUT IS NOT LIMITED TO,ALL OF THE SHEETS LISTED IN THE IEK OF DRAWINGS N 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. DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 g AVON COLORADO 81620 ® T970 949 3302 F970 949 51 21 WW.SRIARCHITECT. COM - 1685F TOTAL 18q 5F TOTAL 162 5F TOTAL 0 5F UNEXP05ED O 5F UNEXPOSED 54 5F UNEXPOSED 7q 5F TOTAL 50 5F TOTAL 7q 5F UNEXF05ED 80 5F UNEXP05ED — — 26U-5F 13 5F TOTAL 44 5F TOTAL 13 5F TOTAL 147 5F TOTAL 268 5F TOTAL 116 5F TOTAL 13 5F UNEXPOSED 44 5F UNEXPOSED 13 5F UNEXPOSED 147 5F UNEXPOSED 252 5F UNEXP05ED q l 5F UNEXPO5ED DATE ISSUE 11-28-1 1 DRB-PE C SUBMITTAL LOWER LEVEL GRFA CALCULATION 1-12-12 DRB-PEC Staff Comments LOWER LEVEL FLOOR AREA 1,36q 5F 3-14-12 PERMIT TOTAL WALL AREA PER TOV GODS SEGTION 12-15-5 1,480 5F TOTAL WALL AREA UNEXPOSED q06 5F q06 5F / 1,480 5F =610 ELEVATIONS .61 X 1,36q 5F = 835 SF 1,36q 5F - 835 5F = 534 5F GRFA AT LOWER LEVEL SCALE: 1/4"= 1'4" 26 5F TOTAL 14q 5F TOTAL 26 5F TOTAL Iq 5F UNEXPO5ED q8 5F UNEXP05E7 16 5F UNEXP05ED AN- GO DO X. a a -290 T PROJECT: U 1 5 T 1 111 O I • ° - DIAZAYAS RESIDENCE oe o E c E w APR• .° ° d c ® e 10 a 2—Z I - : •.rt Trm k, yy - r LOWER LEVEL L(DWER LEVEL "AL LAT 10 N •.d - - a SCALE: 1/4"= 1'-0" 2' 4, 8, A0 ,02 e q. DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVOPI COLORADO 81620 T970 949 3302 F970 949 5121 ff WWW.SRIARCHITECT. COM T UPPER LEVELS 0Z"h 3 5 T : O T 3 SCALE: 1/4"= 1'-0" DATE ISSUE 11-28-11 DRB-PEC SUBMITTAL 1-12-12 DRB-PEC Staff Comments 3-14-12 PERMIT 4-3-12 REVISED PERMIT SET Ac — — O T o o 0 �ry 1 - 1 ' u� o PROJECT: :':':'.:':':':':':':':':':':':':':°:':':':':':':':':':':':':':':':':':'�. ... ..... .... .::: ::::::: ::::: :::�. .. ... ... .... .... ... ..... ... ....... .... .... ........ ... . ... . .......... .'.'.'.'.:':':':':':':':'::':':: :..... ...:.:,::.... .... . :,:.:,:,:,:.:.�;: . T I :': : ::::::::::::::::: ::::::::.::::::::::: ::::::::':::.: O �.. ..'...... .'......'.'.... ...'. ... . ..'.. ..�. .'.... ...'. ... ..'.'. ..... .'.. ..:. .'... . ..�. O ..... ..... ... . ... ....... ....... ... ....... ........ ... . ... . ... . ....... .... ...... .... ..I. .... ....... .... . ..... �aR c .'.'.'.'.'.'.'.'.. .. . ... .... ...I... . ..-1-. .... ..... . ........ . ... . ... .... ..... ... ... . .... ... . . .... . M $ �a1 a ,� -, . 5' . - ED POR GO, GARPc 482 5F: L� Tf-1�cN.. .' ........'.'.'.'.'.'.'.'. ... ....''.300.'SF'.'P.1rR.'V1r H'LC .°.°.'.°.'.'.'. :'.'.°.'.'.'' . .... .... . .... .. s .n e , 'N .. ... ... .... . .... ....... ... ... .... . ... .... ... . .. . . .... ..... .. .... . ,. :. .. . ..�. ... . . ... ........ ... .... . .... ...�.... .... . ....... ... . .... ... ........'.�.'. .... �^ayY _..,_.- :�,-,.�...., ..:.: . ..... ... ..... ... . ... .... .... ........ ......... .... ..... .... ...... . .... ... . .... ... fl H ..,_.,..__«.._,-.m,...—.---.,,,,... p.—z, : .. . ...... . ... ......... ........ .... ....... ... ..... ........ ... ... ..... ....... - ..... . .... . .... ....... .... ..... ... ...... .... .... . ... ... . ... . .. . ... . . .... . . ... - ... .... ... .... . ... . ....... .... .. ... .... . - ._._. �.. ...._ T.._ :'... ... .... nr , . ...�. ..�........ ... .... ........ ... ..... .... ... . ....... . ... . ... . .. .....�...... ... .. . q. I _ . ... .....•.•.....•.•.........•... .,.,.•......:....'.......'.....•...............'............................................... . . . .. . .. .. . . . . . .. - - - - - - - — - - - - - J .., . . :':: .'.::... ..'.'. :.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':' °.'. :�:.'.'.'.'.'.'. .'.'.'.'.'.'.'....:.'.'.'.'.'.'.'.'.'.'.:'.'.:''''''''''' '''' ''' ' '°'''' ' '' ' ' '°°°''' ' MAIN/MASTER . ...... ' ''......'' a , . _ . a .. ... .... . ........... .... . GRFA CALCULATION . ... . .. . . .. . ... . ... . ... . ... . ... . .. . ..I. . ... . ... . . .. . .. . . .. . .. z SCALE: I/4" = I'-0°' SCALE: I/4'° = 1'- 0 2' 4' 81 A0 * *j I AM all 1/4" = 1'- \s ep 00 C13 U d in o U 4� .: 00 e-4 • d0 F Job No. 1109.00 G4 F} Issue Date -oGo DRB Nov.28,'11 F,.` Impermeable Area Owner Jan.4,'12 G� T.O.V. Jana 5,12 o} Permeable Area T.O.V. Jan.13,12 ;:.....FF T.O.V. j .17,'12 Permit Mar.14,12 Imvermeable Areas include: the house footprint the roofline walks set on concrete ®®• the driveway and parking decks ,.` stone steps Impermeable Area Permeable include: \ !, patios and walks set on sand �00� all other portions within r r \ .• r' \ ,< T*20 'Total Site Area: .2292 ac. (9,983.95 s. .) \ s ♦ Impermeable A % ` le r ® s.f. ) Permeable 0' Limit of is race a' fill Z3 i 44 \ , ♦ } u o� ,,... \ Existing \ Truvsformer / ''+ Cz Sewer \ Manhole , i lneae ' \ \+V-4 01KIII, `. (' \ ` �\ A A1112%, t O� \ \ J iy Yv L T. el 7 , E' ,F a �" � ' Lot �y r � C i^=�E 7M PO \ ` �\ e a � C / (�J [4. APR I V -rOWN OF_VAIL `. : �fir.: s Permeable Area $ s � • • o a F...' ® � ppa t F enn p Incorporated r This document,and the ideas and designs incorporated herein,as an instrument of professional service, Incorporated and is not to be used, is the property of Fieldscape inrow�hole or in part,for any other L..andsLl A-1"(EN;a Calculal" .*Mkin authorization out of Ric F elda. Sheet ofthree • o� \ \, t- k \\ \\ � • ` \ N • r � \\\�`� \�\ \. \.\\ ♦ \� ,\ \` 24 dilreter River o .\ Rock Border,4-5 flee \ �.\. O \\ \ °• • EPD� Liner r~ Y Accent river�'3S}&t�.der,n \��.:``� U i H (see P1art for layout and sixes) t �\ i y, 'f L\ ffl . Grass Pave Driveway Paving t �:•: 10' Offset from 50' width varies .\\ .\\\ Stream Setback Cobble Swale Deai (4ee P an .` N.T.S. 50' Stream Setback ,,._ Job No. 1109.00 • Issue Date DRB Nov.28 '11 50' Stream Setback �.. \ and 4, , ® e� •® tore) Owner Jan 12 Of IX : , � �/ • r :,: �. '• -r`ryp.) .) TOV. Jan.5, 1. 2 100 Year Floo 1.2"16"Tread 4" 1T Tc Tread La nds cape Boulders '12 ,tTYpPlain 103 Stone Paving on Sand Detail (gee Plan) :• T.O.V. Jan 17,'12 ,.,., / NTS.Utili t Easeme Permit ar.1 4, 1 2 NIX (per Plat) Limit of Disturbance oll \ / • \, Stone.S�e eta / �� / \ �"�,� 102 N T �,��` \ - \,: / xistinggradeelow ridg"' .5' ' S P used ade below rid : J „ r• Stone Pavin -Sand Set ® 103 / / / / / / Situne Pavin o S call G. \ N.T.S. / / / / / / / \ N.T.S. : ? o A ,\ ` � '"°° .4" // //,/i./i„�/,.//.. /// // f`/ // // /`/ 2”Sand Setting Drainage Easement / ✓ F": ,.=r... 44.$P ♦ r�� \��\�;a z \ lo (Per Plat) \\ Limit Of Disturbance \ ® s / \ \ \ / ® s � `/ ,: F �♦ ,„ ..:„, o ,��9 � \\ ° , ' Lpacted Room Dining 2 Sand Setting Compact Sub grade toy r Road Base , FFE47.91 S.P.D.prior to placing i \ f� 44.8'P " _ each successive step Sandstone landing .�.:::.:wC; and patio ,gyp ' 1 R(^ ��\� ,\ L` �„„,:� • t”` iAi td C43..W.LJ stone ". -: • \ ,' ® .;' Existng gradel,elow ndge= SB \, ' :.: see[Ilan for layout and colas° y� :• y�'�r ,�,<: - a; Proposed de below rid 742.83' •..• -„ATed , ,•'” \ `\\`\� St®1 Le Ste stall ♦® :..�• / g Sandstone e \ ® \ ..• 1,. :® \ z / \' I�1tC�len • : `\Living, o`m ` \ \ ..,.. • p steps N.T.S. {; ' � .st l f l d / \ \ r or an wi ♦ / (see a z ♦°,.,r' / 5,,." 1;\ \ \ \ \ (se. n a layout c d tls). \\ l►• , 42.6 P .. \ \' I 47.83 P • l � 9 6 '�\�\�, r `� \. \�,, �\ `� �;: � \ � \ �„ 1 e , I It .r Fabric / I�\ \ \ Nook.' PPE 47.91'' a ♦ \. - \ o •®/ \ \" 4..$3P Ao F'tstn �5'debelow.x 79 45.83'\< ``' •" , / \'\ ✓. a; \ \ g \� 54.5`) ! \o \ \ \ . ( • \`\\ \\\\ \\�;\ e ; ;<\`\.\\, \ s n�Drains e Easement b Eagle En er Tranfo rm e Yoga Studi6, \>Valle Surveying Sewer 4F i (not included in current title commitment exceptions) Manhole` "'� \ \ �`: \' , (below) \® F'FE42.91' \\. --.;\ .. :...\ .m` - 1 o aver ';. \ F :-, �� -311 thick Colorado buff Sand ne h® � \� \ 47.83 P t ,r� ,. 11 �, 1, \ \ \"\ `` :l. Sand.Setting Bed pattern, 24 m • \. -C P, \ \. \ \ Future :....,w n ,: in a random Pat e \ a" ' "\ `Existing ade ow ridg_7947 T .Prop d ade 1 low ridge=97 1.3' i3 Door \ \. _\ �` �. .,.� r\ • Filter fabric i r with 1 max.joints p d°amete °th int Bbbl Swale Det °1 t • (SZ.�E SmbolKe ) ,,,., tai X .c.', `` ,--,.t=.,. $ \ \ 1 \ -IN .,f Ever Ben Tree to Remain . \�`\ / '\ Ar .,.\\+ .,L^,. "� ._ \. ..arlS,irt are .,4:�p`\a, x,.�j'- L •`.:. \ 3 "'.' > lr'7 I3 \\, -n.: Q' rv4-:4`w,;'i�X°'G ->:tt:�s!° �-c"'. „'•1 X' �=+�J+,-•'K" °`5,"'^•b .;. .»p-w::,�J, .s^va"a*'.i°ir -� \`c,,;,,, • <.� \ ` r� \. \ f ,�\ \\ .a,..\\€�`.-• � , °� a..�$ aru'ty .ti ._t` ..,�,� a4°. ,.h .ar.,,SC�Ft�' r,`°'ea \, Proposed Boulder Retaining ., Elevation. �° " : `. "\Ever r een Tree to be Removed(tYP) (es��Faa) Invert El. , �. , ,�,,,•, \\P` \\ P48 .' Aggregate base e wired Existing Contour Existing Spot 83 X 18 Proposed Countour •• _ �\ \ , `,a� Pal:king Space , , � I - - � ' III by Soil Engine P , Limit of Disturbance 80.5 s Proposed Spot ,\:\� c - sting gra elm-1 ge=79 .42' Elevation „ ♦ \\ \ sed adee rid g-9747.67 9747.6T • \ 1 Colorado Buff Sandstone paving on a - .•• `` ,. $-.',�� 8.3.P� \ <. Stone Pavin -Sand Set f re •• .�,``\\ ;,.tx (51.2') , concrete slab with J'max.mortar joints '\ .,...:... 1 103 — g — ( ) ` �,\\\\.. r.. _' Note: Flagstone Pavers to be Compacted Subgrade. Co ction See Detail 104 ' \\� 48 P Dsb C 1 Buff S C �3' N.T.S. • ./'' j1r\ �� \ • O �}rad0 it Sandstone. g� """`� \` Colorado Buff Sandstone paving on sand I\ 4\ \�`; \�\\t,:Iarking ace \ ® per SOils h\e�ort,) a \^ "„\ settin with 1 2-1”max.sand joints - - - �, ` `� \\ y` a\\ -� Stone SteRetail (f re) � `°, � � , See Detail 103 - — - •• \e\ � \`�\\,♦ � \\ .\\\\ • . Ep ® I Snow Storage based on Asphalt paving of 1®2 N.T.S. Water ut p .\ 724s.f.30%=217s.f.271s.f.provided Stone avin S d Set rive N.T.S. Inlet for root ti ' g" ers. `�\/ #' an Par in 49.57 P Stone Paving-Mortar Set ., " r l .)"` Daylight as shown in 1 04 — — — a t i Cobble Swale \\,\ \ . \ \�\\\< k1t) N.T.S. t. - INO b a .97 interpolated) 4<.6 r 2'��..- E Outside Parking Space �\ ;._' ,. �° ?.- , _ E. I gq ® F`` 4 - ldL Grass Pave 4 .31 3 (see image this sheet) :. 1 . 2" thick Colorado Buff Sandstone = .swf ..: _.....r O v paving in.a random.pastern,24" • 3 • • ' Wide Concrete 1, 8 r 1IT1.Y9.1rrttllYl.dfaratetex,ter.€th�EE rout joints I ,::: Drainage Pan Mortar Setting Bed with 1/2" grout joints max. 9 Pre-sloped Concrete Slab:see Soils Report for concrete mix requirements z«' Trench Drain w r�•9 �, 2 Sand. Bed cn I ® 2" rigid h sulation. , (413.31) M3 7.!E m 1-Y EI Diameter Crushed.Gravel Adjacent vegetation:see Plan • Wrapped ha Mirafi 700 or .--� Equivalent Fabric, � ® APR 10 2012 ®"� I N i Colorado Buff Sandstone blocks : '®, •�. :.,: . .. °{ ,MOO Asphalt Road stacked as shoal ® .5i.=1-:i'`":.'1l •'.•`•d "' ^v::':_t• ' ?�':Ti+ •"'-• i ..z:r°.. .,.i�:�,.'y,teA�••.••�s .:,tnk..pr.'`A. K°[°`•••`1°' "r'A,:��..nr•Yv.�:°, a ® Proposed Drive ll/�lII111111/l�l 11111�I1�1��11' ppyynn 4 ® ®Fieldscapet Incorporated I All Rights Reserved Thickened Slab at Edges T 1° This document,and the ideas and (See Soils Deport) designs incorporated herein as an instrument of professional service, ° of Fieldscape is the property 6 m d,in.aggregate base course Incorporated and is not to be use � Moisture Barrier in whole or in part,for any other project without the written authorization of Ric Fields. I Unheated Concrete Pan L Concrete I C� Section adjacent to T.O.V.Roadway 4 Stone avl — rt r t Silent 206 Compact Bac fill to 90 Not to Scale N.T.S. gi Install Lateral Drain 20`' Minimum Standard Proctor. O.C. L2 with.4"Diameter PVC:. Stone stall of three N.TS. 4 - - - Ua rut cu:ieadar.Yru::e daaugcct ur dead - woad aftt?ykaniv,g and atAh i;.K,'p stupe - - hrpxca(.•t src�'iC.")cn:¢pnmc 1—hraru;Exs. a. �, a!\ �. in ., 4pp:o,c9•m trap-Do net e.o: ts\ ® U v �.; R tt Ma..Clnx mu•n ur2 \\ �: b ix lm--o ih,sap rpc5 , y? - a.,d U.trurs, cad i,'e. F JiRh,'e"@b 1.4 .� ir'•+chc 1.p:..,°drab du..a s. a\ O 4 - d vaidnrou",d q�y` \W 3ti " - - - - )N Jon wtbhche sfrep.112"h.avyduiy,Do net:wls;. - tasc of t— rye \. fitr hs sskw 3d Sp uc 1y.Rztade Z'oxa¢wtio t \ c`cfill.j�c::nrpos` ixt:se. Eea�e din iect. rve u`xail•.1'.cride 2"c4•aean`e • .\°. eninim,!*a.b¢tv.?en_ru:t•unk tivi ttse atrae-'ea. Leave this area low for a CD plantirtg(.see Pian for O�D r roposei planting and.9031 I Wa r Saucer e rd N prepzratiL,n re l eiateaew}, _ -, F'in+ah Grade '� 3� ® r. ,,, III ~aw • .h� CU - IiRlstin ilni{lu3n]'!:rt,`C'.S.lh a \'�^. q ., ; +o<„<" N aaure?iz3gh:rf thz tr F[(Ettj j ~Va.�"• - i ga."tve y;t 6svir:hem rfia:r:ea(tiNidEhi,—Jeo.P.r.»'ertha kit deperdmg na - ` .�.s,. t1 e eve rf the root ball 17Q:b�"d:_ihr root;M..anr3 la.r,si,culd he tLIr ab.--t-al ., :. - 71.Huild a watr.:sanree rmr]es t,an E.m:hr vsi cf the i\, .� + 3:3,0.0> j„'' ;a•'M.N�r' g:zde;29":,liyt`,t=c hould be 2fi'aiwve c;r.Far.^.I&-1, R.ProvidnI,,c:,,al c5 us d—�rilmd uxvr Spaz orom l`;.fs -- ff • O • \�'` •`\ „y - ,. r,•Y... - - a.Sit Ule rssoi hail an und'u4_-•tx,3 wit. `1r:7ran;A•ee=takra err etr{uircd,ymvidc Ux rxEaall with camPanf .x :al.[nude ntSaursr shall ran • \ \} :�.<',y - +. ,`<- m` ,ver the ruct NJ]. .,tom ° ^' - ' i?,-ove.bn'ine,buz1ay,and ba.bet>1h+P;'uf to t had. ayyrupriate nurr�'crcr. y} I-2.et•nvtde 4"depth of bark nui;gefx..^--r”'disenztcK fvr u.•xz - Job No. 1109.00 ,:.:ill y,E >:rac.f.iE and yrrmpost Nu-3,3nrer tF.ar hasrba3i,irz are peralitted, 4,fh.-e t n wadrstrua'<sei:.ke rpi.'lg_MOpe e+'en. x•i3v:,ttce rsater sa'+cer.Er:avca4'dlarnetur•reed uourld ? \ v� <.. t:;.J?r..lde,,.,tea„o between Ehe r.nt bz-and..c r±sfv. - the bas_of Lim at`e. - L r Fr to yarkU ifts 1.+,v;"' x i `'• <`.. x arg w c-txl yipe ax ate i e+r>.Dv rtfcr^,::>, ctu Issue bate ra e ..`'` i �;a.+,. .lrec st l3 -d lr ri mat t ec thr t c str.rC_en.An etc • Off° `ii ,.� ` \,. h ylvnk yh y - •�p� ",••' `` �. _4.. `,.o-°' .e rainy, F—nrSrtn' the'r. h :trt:yro,^ce,ia .ec a,d&hn:Jbeo:::srde U,e lJl\B Nov.20 '11 • Q� ` tL' - •„o,+ ""+• \+. -. r p hnz r the h+ra kin r d r r ai -r sFa m trF.Yho E.,e.,1:....z73nirty f nr stzrp r;.rpzs, - € € - za.ar;c rarryrv.n'free Ya ony,,r Sl.ye Dr.Fu:i, - 10 Offset from 50 Deciduous re Planting Detail Owner Jan.4,'12 F Stream Setback N.T.S. • ' ;\ z�'\6�� .<_'<`' T.O.V. Jan 5,'12 iii \ € <'°' T.O.V. an.13,'12 50 Stream Setback J T.O.V. Jan 17,'12 I MUM \.. € 50' Stream Setback Permit j Mar.1 2 IqOno,• 2 -� �\ £ �� \ fop �,/' - - �� ::C�`< \� <''. : ,P`�'"t +^ � � �' 'P_ �''°'' - - '�y';. +yY n.lt cvi ErzcEcv.•?cw:e darnng:c3 crc chid .,.v:4. J � , canna sfEer atrnring a;uf s5131'n;;tsg+=fare ®..: N - tw \ z / ® 1"w•' [ppe•au:.Ixr:c-s.Dc not p:um`lrnvcrc b:xmlcrs 100 Year Flood ,� <� ®,►• ; :> Plain All . 1 \\ \ \ Utility Easeme e / .,,+ ,�,� ��z (per Plat :\ / ,"\ o)'\r,e^i \yt@R\\•' I ...\ ® `.`.`h\�e - App—nd tr n F Po net \ Limit of Disturbance { x `r \`�Z Native //. t \ \ ;,, -♦/ r„^sr.hRainE L -3 mu?,.of 2” P '4 \\ o \ £i �., t ,� y .,°'� GraSSe$. Y(/ ^ \ ♦ cl rl,�x trunc�rn nU,e xtrap eyes ♦ F w ca'° + .. "+ iz a c \ � ®,�' \ a, s^• ,�/ �,. `` / st t �rgr<ti�s>�,a and to"cr d sl v,,:rs„ bane of h,� \ z Ea.fal, comnm mu a enn.asa a;,r»ar,rea,ydn o rn r,.a:snap \ >" •:\\;.:,., .a,,,x.,:\.,.�• ..Yl ,' - ♦ � °. � rn dJ :aea:ac,re Eroar;i:e fr;ak su aa:;cn.tv ha,re \ .. /„r rr,. ,.... _;.• .� I Qi £, s,c-tS,rt cyace cvenl;-.Pro,•iAc"clea:anc,: • ,:.- // ® : f./r \ ,t(J _m 1`4 .tr Y'a,d th,smap..,`e x•.nnve • + Y " ''' :'/ ,.,: ': ♦ .... ''/ - Ume[.;•ears o3ie:x.stal3a.r... - - - I-eave this area low for �� h` �c$A r= ®/ ♦ \ C✓T^ plait€.tn371erta„titer ui �l / ;,:. .,, ♦ sea planting and sail � a r Saucer �\ib• �_;.�'<''�'' `' '•. `'` / ` ♦ \. �`° ffi � papa. l.G g:, - \\,: f t`•.s e ,. ! / .> ♦ ` prepaeaEion rtxlairerUenES`.. _ ® Firest,Gra.?c \ 6 :,�.v { - _ �>\ /• ®♦ / \ _ Z �l�Y, '� ®. ®®® ..� F::uv' rxdc � :F \ d' \\ .. /. :..;::. .;>.. ..::.. ,`•;”. awn Area ' h \ / ... - E.Isdngwld:•Awhcrc3 sc_xed.. 2,720 s.f. - .-,*e`- \ .F �. :• :. _ .' ./-i .:.> - .:E.... .,. ..r '>:::>':+ ,. ® / F:TSa y d,,r,...:.tmc anE's de 3� it ,u. \: - Dralna a Easement y"', b, f // v Uw ode Drainage (per PIat Limit of Disturbance - 1.rAass `':t cd Ule:.ee GaL -tt. ,�. `\` \`` ,-`� dlameEe:•.'YJ,d.h and s:aeEuwr.•4.^.niLS Ht.J.. ..dv,o: - i : ► \ �„ z �\ • th ec-oE the rcpt lnaL :G^,diet etra=<mf balls and kzcfc-r cA>nid to:L arar nalwa[ i \ \ .) Dunn , > sv`,; C,. :.•� f ..•':< �.. "'^,. : �',.-.\' ,>',, r• .:.,.'. .: .+' ® '.��\\\ A Gra eS 2,.c heac ahm:td be 2fi"a}rzr;c,+an:ml ..d.� - 'FG.S:ildad"waver sa•�xx 6-auri:nul:;£rcm_auxui edf .oa\ ,,,+fir \. a, �. • .`. ::.\_i\�\� _ e 5` - v ,+ O ''': x/:, a ^'1"i .prr g.a _ - •- _ 3.SYa,•ldet.e slat.=ex.=.aee^.rkud uFnva.S;aceeurn:}•.tF -. •= r f. • n{-`\ „w. '.,: ��,,,...:.\� :.:.. .. :::. ® �-. a ^ .xa Ihz.c"nni ur:w.dslnalri:md. - Eire root bA i v ith rnm. .t.uare-iaJ.Sr:aiuo of'iauca:ehaJ ,o, . 'i.° Z�: a,� ` ,,,,,\ ,:, :,4�'° ..%' : "i' .. ., ,.o ♦ \ Room A more iluva tiu'e`e s'w3c<s are r<yui:•xd,u.oufe ie -.. „oo. { \ �;.,.-\,. �,,,; �„ >,:.\ „ \ ,.,.. ,. .��•• .i :> %r .. Geasavc Ewfne,pm:an,and hx,kNS as::m k, not cuacrc Co.m,t's8l , `a / '. ♦ " .....> \ "'� to mllnber. < : :..,.......,a... _ ` ,i £c „ -\ „r•" a ?" .. 1.r "' .. ♦ .:' - 9.D.1 77_Pmv3de A'dmth cf 3R.rk m:.n.?-A'dismrae:ha•ama- "°'� .............. 1>::::. n:. b >: t o. ..>. r �: `• ti.Sic( awith. 6.4land Srcmnnsn bic:m:k3(a-nr than ha•+z3vt5 nioa.n arn:ie 1 ZE^-� :.; ..+c .. � < \,?' ..y°" \� _ P 4 >S F 5.D:ixe stakee l.u:nndictee[ucdc i4.°xticyiag Ule fcpeve:a. , \`\ � •: ..:. •.;, .^">. ® / \\ � with;n retec acucar.i.e.evzx 4"diem Kee•void xttlund \ \ ^�,•+� i., `\\ > ... ..v ::::: / DA ac \ Fpa:paab:n,b"lifs. 4 . . _ .nn}1,v.m nE the he, '^" r`•";>n++\.. . \ .,'•a., � > r :�. ° ,< '. b.lva7:r:F, m.^h1 to the x e uaturac; s7a xkets rum hacAit { a v ,,, .. . ,'y: , \ carer i rrnt a 4\ >\:. :. \ \. .`,.a.. \� ......c. .,\ .:: - r ...., ..: .::. \\, ®• ,:r.p`,a .;:y.a..d ughru..., - ` -. ti� nted Vern+ +wined thrn tru h'm.Anv s:m ':`°„o; •; ccwe.un at.,rom u::1eFurr fhe tru:su,kl x neu-rid,r:rs�sxssa: m.,s:..kk fn`uuts9de•i U:e - - »...,..., ... � A £ � g ver ee Tree Plant' Detail \ 2 ` 2„ .,,•. •. ;% .<” !' .. .. . . ',\.• \. �\� d r...'rsf;he hee "nuld^r mtainins v?x:E.. Ech ne.^.EE,er M;z re;airing..mc a:�^n[.ve., .. •. {>• \ . „e to F.. Ree—Dee na,ng l„p era:,. ®00–.:. , ,. \ \\ N.T.S. Native ®® .:`-. ... „ ` \�,: \` t \ \Llvix `Tto Ki then ° \., Grasses.. \. Nook e A� A ` i Shrub mass to screen the ® ie / \\ \ Set sftr zb ai grade grown m container or G '�\ , I'eune al€damaged or grown in nursrry.Set top o:;uni_�a• , dead wood after planting - rooti~<:ll.to finish rade of mi3lch. - ;' •.•♦ \ \ \ : , v from the Nook patio r 3n Mulching g a t: 9:,,\ a...•::.• �� Apply s ecifiedmulct:to � /' \•.F'^: : / :' � \ ,,.: ,\ ` � fo`a` >' '. '?GWL GmLrete C;.rrb,eigzng or P ® \ :,,.`\ g sidEr•aik Drainage Easement b Ea le :} /rr. En Foyer =i g J g ;. \ ,. ..• , .. "J Y --°:.°••• '• „ Transformer Y Valley Surveying sewer / Yoga Studio DA \'r DA a \x \ y not included in current title commitment exceptions) .;. \ (bukow) P ) Manho) : ® \ G l . A CZ '000” Plr%nt Schud U"N' t s / \ \ \, +•\, \ •'�. '',+ • _ ° tl HaI7 3Ya.r 72` 0 \. •. , .Y \ Score iUfi{3LteY YUStt:iE�g bacl, :. Compost \ • ♦ / \ \ \\ : Still YS1Lit'ClSrig Y(X715. ntiAtil7e. Native Rcnlnva t.o.aatrer. Grasses Cie tl 1 - - a ' ", ��.. \`\.y\L • ractba€o t nd'sh bed sail. kv 't'g � ,,,..,.,.. ``" 'L' ,,:. ... •.'' .i .. \ . �+, .:...: ..., :\�� Zfi .:Mulched q E3.ati mulch ade7`i.3mrr wire o£w•iik sE',a.csh. Y a s x. ::: \ • Shrub Planting Detail 4° A 303 N.T.S. :Cara p. i s \ \ O"Q Po alas „ r .°..�{ o Quaking Aspen P 3 2 Cal. ° `i ` \ a tremuloides Lot 7 1. ' \ � � � 3 1/2 C a 2 2 3"Cal. P"OR CODE . ♦ - - • >\ \ ... : iL wabr Stu bout ,„,• A� Alpine Currant Ribes alpinum 8 #5 = . y ' '>' \` \ "' Yellow Mountain Willow Salix monticola 4 5 d \� } el I ;; \\ 2 4 Cobble over raft � , t a : a Awe \, er fabric 6" depth d ut7hty fl \ \\ 0 • ` stnbout l�A Salix purpurea 7 .,:`w{`� � \ Dwarf cis w .c \ n a D Arctic Willow p� .� a an 5 ' i � CL Common Lilac Syringa vulgaris 1 4-6 B �' °t •'°� �. Cn ® cwl Common to Lilac Syrmga vulgaris g 4-6' , alba APR k CZ GMaiden Grass Miscanthus sininsis 12 1 Gal. ® Gracillimus TOWN OF VAIL •rte 4 A le Avena Grass Helictotrichan 14 1 Gal. semperverens •t--i ;> •< Mixed Perennials 130 1 Gal., 18"o.c° t Sad 2,630 Sq.Ft. ppyyrr LajL IdL,�Lct s ®Fteldscape Incorporated All Rights Reserved Native Grass Mix to Match Existing rasses All Disturbed Areas g This document,and the ideas and designs incorporated here€n,as an instrument of professional service, is the property of Fieldscape F Incorporated and is not to be used, A. Mixed Groundcavers 25 Sq. t. in whole or in part,for an other pro�'ect without the written authoZ1ion of Ric Fields. Sheet L3 ofthree SHEPHERD RESOURCES INC / AIA � I Q- T FDIC 1624 A5.1 AVON COLORADO 1 T9709493302 F970949SI21 WWW.SROARCHOTECT. COM NOTE: ALL DIMENSIONS ARE FAGE OF EXTERIOR STRUGTURAL SHEATHING UNLESS NOTED OTHERWISE I I _ LINE OF REAR SET BAGK 1 WALL MTD. LIGHT FIXTURE ® I ? d m T PATIO IE33 7- - MJA UE3 LINE OF SIDE 16 70 It °° LINE OF SIDE SET BACK T O N I - SET BAGK YOGA PROVIDE POWER STUDIO I O ` DATE ISSUE 6 5WITGH FOR 002 I 1 ( t FUTURE WALL MTD. I F1 I N -KV I a I I-28-I I DRB-PEC SUBMITTAL LIGHT FIXTURE 4 tV _� GLOSET 1-12-12 DRB-PEC Staff Comments — m 004 — 1-23-12 DRC-PEC Staff Comments FRAME WALL FOR O FUTURE DOOR ! 3-14-12 PERMIT SLAB ON GRADE I , N STUB OUT PLUMBING I I O ,� T O NG IN WALL AND cv a -a FLOOR FOR \ FUTURE SHOWER I OJ — 6 I- YOGA BATH T N UIP T O A E 3070 O - UNFIN15HED _ _ = I m 003 _O 1,_7i" —ICV BASEMENT 2 7T RE/ O II m , «. MAIN 5TA 8 I5 R@7.61V 0 I O 4 O 001 SLAB ON CSR E m FI A4.1 I \ / O I 7T E D ® I I° BASEMENT to I _GHANI L I I IS R @75" STAIR I ROOM 1 a 51 M I n \ T O GONG .. - — D — — ° �l - - -� W2 5'-51 ,i 10'-I `~ I 2 2 3-0 2 I _ LINE OF _ A5.0 - FRONT Q A5.2 SET BAGK MEGHANIGAL SYSTEM - DESIGN-BUILD TO MEET it 200q IEGG 4 TOWN OF VAIL REG'MTS. wi E N I 1 SLAB ON GRADE 1 I ABOVE SIM NINE wl II11 SiM of Va'il ODE; E; MP L I A N C 1_u v . ._. SI I M LOWER LEVEL FLOOR PLAN LOWER LEVEL N �2 FLOOR PLAN. U-5 SCALE:I I I I 4 IW I° 0 A2e0 SCAM 1W 110 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 91620 ' a I - A .1 T970 949 3302 F970 949 5121 WW.SRIARCHITECT. COM ql_I I �1 4 q'-6 WALL MTD LIGHT I I FIXTURED - TYP LINE OF F NOTE: ALL DIMENSIONS ARE FACE OF I I ABOVE EXTERIOR STRUCTURAL 5HEATHING UNLE55 NOTED OTHERWI5E LINE OF EA SET BACK � I (— — — --r- LINE F WALL I 1- ABOVE WALL MTD LIGHT FIXTURED TYP - � W5 � T PATIO ® — _ — — — — — — — ® �0 F4 _ I10-10 W5 p ' T T TI ' m W6 80"10 F2 100'-0" F3 m — — — — — — — — O TOP LINE OF SIDE r w9 0� SET BACK I 5 I F3 ry F3 O SKYLIGHT ® 9 T P y ABOVE N F3 LINE OF ROOF F2 ® Q 3 SI E F AMLE _' DATE ISSUE ® ABOVE MASTER W6 I— — —� GAS FIREPLACE: O TAL v 11-28-11 DRB-PEC SUBMITTAL ® I BATH I, F MASTER -1N I LIVING I mil I HEATING SOLUTIONS °' PAGE w 113 I BED I I I -ROOM I i CREATOR 120 LINE OF NAL_L I °211 x 13'- I 112 I I I 105 I d I I WING Z I-12-12 DRB-PEC Staff Comments BELOW 114®6®x 1-17-12 DRB-PEC Staff Comments N LL'h 10J I 106 ry I L.01 _ I XV7 (30, SKYLIGHT RECLAIMED '-3°' x 10'-4" -23-12 DRB-PEC Staff Comments :::: ABOVE W7 WOOD SIDING BY 3-14-12 PERMIT —� AR IONI WOODS 2'-OI 121-1111 w6 4-3-12 REVISED PERMIT SET t- STAIR, GUARDRAIL 24'IO w7 I &HANDRAIL BY 4-62 5 U ARRIGONI WOODS - O 2b'10 W7 —IN PER BUILDING CODE W6 6„ EUIEMENTS = - W6 W6 to 2810 MAIN 5T W6 `0 W7 - w7 DN ; T 5 I I 21_/11 21_31 O O - F m -' PANTRY ® e OJ tn W tn Z LAUNDRY `0 ? 108 W6 ' O W7 INALK-IN ry III ry '-q x l_J CL05ET A4.1 I I 114 — OFD —up 4 m = I I ws 7T E D ® I I° _- I = m II I 15 w� 5" N KITCHEN ' m ;�y I L_ — ff W7 T 7 lO7 .0 - - - -- - BUILT-INS � _ _ - - - — — — — — — 11 1 11 F3 6 x 10 1 11 6A5 I I T _ I HALL RECLAIMED W6 21 X11 T PATI a METER r 3'--12' — — — — — — -r - - — - - — - f0150 2 @ l04 WOOD SIDING -26'70 qq W7 DN _qaa x 3 uVb ENTRY FOYER W6 I W6 I — — 8'-I I0 I 81_21 I 101 T 5 I ::... 5'-10°' x 1-O" . ...: ...::::........ ...... F3 I �} A3.® r I I I I ® w6 30�o wb OP r- X -, O N / ROOM ' ry ® Q I �. SOU F- OFFICE GARAGE I I 103 T P m O GE cY -511 x 8'-t° ® { 115 "1°' x 8'-6° POWDE 0 -® = Il0 ®� I ? 5.W7 F 11 1 12°, I I 102 '--1° x 5'21° ® I wALL MTD®LIGHT 0 ..r,, 7 0" x N FIXTURED TYP .:/4' T famm mow. uj 6 —2u 51 ®II �1 411 — N ('J FRONT SET I I I O I I W3 I s BACK LINE I - - - - — - - - - - - - - - - - - I 6'-II•, -11-5f1 ' - W5 LINE OF C1'XI5 I CC - - - - - - — — — JET: 111 PARKING AREA, I — — — — — ELECTRIC I I f GARAAeES IN 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I RESIDENCE _I METER I I ( LINE OF ROOF — SERVICE 151_111 I '- " 15 ABOVE 1 11 , 11' : - LINE OF DECK 'tt 3' Po, '. 16 -O X8-O INSULATED III OVERHEAD GARAGE I I ABOVE g ...,F . .{.° DOOR W/CU5TOM WD I SLOPE M. .: Q 1001-5 I VENEER aND TRIM I — m4 I ALL MT LI HT { ,:, I- — — — — — — — — — — -I- — N FIXTURED - TYP 1 .o .1 I F - - - - - - - - � . ® — Ty dk T R I V W5 I 5 I a WALL MTD IGHT FIXTURED -I TYP MAIN MASTER LEVEL FLOOR I'-O" 11 PLAN (i) 0 SCALE: 1/4"= 1'-0" 4 2' 41 81 A2e I SCALE: 1/4" ® 1'-0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC If AIA POST OFFICE BOX 1624 Q- ANON COLORADO 81620 A .1 T970949 3302 F970 949 51 21 WWW.SRIARCHITECT. CO 21-611 4 31-roll 33'-10" NOTE: ALL DIMEN51ON5 ARE FAGS OF EXTERIOR 5TRUGTURAL SHEATHING UNLE55 NOTED OTHERWI5E I W5 I I A I _ 1 GL05ET — —... .. ® _ 5 ' r 11 i°- 11 x 51_511 I m ' N I - -'J� R 6 SHELF F3 W6 BEDROOM 2 I a- ::::::. 3J ROOF ROOF FIREPLAGE FLU '-4" x 11'- ' DATE ISSUE cv BELOW BELOW W7 -�„ E I I-28-11 DRB-PEC SUBMITTAL W6 I Q - 1-12-12 DRB-PEC Staff Comments - ROOF r 6 5 -17-12 DRB-PEC Staff Comments ry BELOW I cS,l 1-23-12 DRB-PEC Staff Comments 3-14-12 PERMIT LINE OF ROOF X470 BATH 2 4-3-12 REVISED PERMIT SET I I ABOVE wa I — - -�" x '-0" 1 W5 XXX �i W6 F3 I 7T E D a I I° T PLYWD I I t%\1 I I u m T PLYW 5 15 R ® 1.5' LINE OF WALL L ='® J ABOVE I - - ON PLAY a 7 FU THE — — ROOM II 6 -' 201 I 5'-q,l 5._®,° A4.1 I — W4 _ - - - - L ® ® �41-q" 7T E D ® PI11 L ® ® ._ _ _ — i _ � MAIN T 8 IS R ® .51. ., -1N GUARDRAIL & d N — —t 001 ®HANDRAIL BY ARRI60NI WOODS - _ - —) STUB OUT PLUMBING 2570 PER BUILDING IN FLOOR AND WALL ' ^ 1 ® - CODE REAM TS. W W6 FOR FUTURE BATH PARTIAL HEIGHT FIXTURES I \ Q 51M WALL W/ WOOD A3.0 n sT 2 GAP = I ° N I 5 I LINE OF WALL LOW CIO UP eFRONT YARD 5'-5-L" IT Cam? 11" W5 IVI 5ET BAGK I , ® - 909 � — — — 6070 —I a c ap , LINE ( m 2R ® .b7° �' 6070 � 1 It N E I _ - I 311 ' I Y RESIDENCE I ROOF ROOF GUARDRAIL PER I LIGH FIXTURE ` .� , ��w �� ;��1 m�� "� ,� ' ;�1 ., BELOW BELOW I BUILDII�6 GODS r. ,� a ) �I �_ J�TF I - - I �� >r 2-'L I - 1 q '..a a i S. UPPER LEVEL I FLOOR PLAN a I I I I 5'-0" 51-0" -01. 5'_0" 51-0,1 3" 121-611 20'-5" IT-O" 151-511 i'. e u P"E Rk L E V E L I N ✓ '-511 o q- SCALE: 1/4"= 11-011 21 41 8, a SCALE:0 UEl 1/4" = 1'- " DOUGLAS MILLER DECHANT ARCHITECTS b SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 g ( q, AVON COLORADO 81620 A3.I T970 949 3302 F970 949 51 21 WW.SRIARCHITECT. COM 21- " 20--l" 2'-q" 10'-41. I I I I NOTE: ALL DIMENSIONS ARE FAGS OF EXTERIOR 5TRUGTURAL SHEATHING UNLESS NOTED OTHERWISE I I I I LINE OF ® REAR m I I SET BAGK m E UE3 I I I I DATE ISSUE - ROOF 1 1-28-1 1 DRB-PEC SUBMITTAL LINE OF BELOW 1-12-12 DRB-PEC Staff Comments SIDE SET BAGK I I I LINE OF : 1-17-12 DRB-PEC Staff Comments N SIDE SET BAGK LINE OF — I-23-12 DRB-PEC Staff Comments I ( 3-14-12 PERMIT ROOF ABOVE — — — — 4-3-12 REVISED PERMIT SET � # 5 a I CLOSET ROD a 5HEL 5 303 I BELOW W6 THIGH WALL W/ W6 WOOD AP ROOF dl ;.. - - - - - BELOW A4.1 ON _ • m ROOF _ I I b 21_4°°I 2'-311 5T E D Cs� II" �� I P _ °; v BELOW T O P 4 _ ON 6 15 R5 @ .5' Cn F3 . MASTER 2 Q 301 HANDRAIL PER O = W5 g" V66 g1, W6 I I I W6 I I BUILDING GODS .: i d I I ! BELOW II I ELO II REG2'MTS. 51TTING w5 A3.0 - I I x .�� GUEST ® I I I 3 _O.. MIN. II© I `^ BATH �� ,��.�`.� C� a I — — 302 N I ( WALL W/ WOOD GAP I Ala w _. . g'- - EN 0 W6 LINE OF _7 W6 I SET BAGK 'F ' " € 11C ' BELQ BELOW ,� I 5TA 2 f 2®5 . W5 - 7 . DECK BELOW PROJECT: i i i _ DIAZAYAS RESIDENCE f of v q 1 d " _= � ,i I \may „ ��,�: :,..:,� � _ ..�..n R 1 20v at m- t TOWN OF yA IL 5, r'j ii 5-13 fi 8'—II i 11 I - - _ 21-611 - - -. 201-511 UPPER LEVELS 2 3 C 53 i— II 1 E - 0 U2 4 5 SCALE: 1/4"= 1'-0°' 2' 4' 8' A293 SCALE:Im 1/4" I'-On DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 Q, AVON COLORADO 81620 A .1 T970949 3302 F970 949 5121 WW.SRIARCHITECT. COM 20'-8" NOTE: ALL DIMEW510NS ARE FAGS OF EXTERIOR STRUCTURAL SHEATHING UNLE55 NOTED CTHERWI5E EXISTING GRADE BELOW RIDGE=7G44.5'I EXISTING G ADE PROP05ED GRADE BELOW RID E=-1g43.58t BELOW RIDGE = 7G4l. ' PROPOSED &RADE 2'-6" 41-0°' BELOW RIDGE = 76142.50' i t t . I .... :....... :... 1 GUTTER — — s--•.-.E ;.......; ___ • i t t E.. i f :........ !......:.t .....E .....{ �........ y E.-...--i }.. :...... ... °r "Tt° .......� ...... • t A 9 ....... ........ v........ ,........ v... E ....E }... LN Lu ]:... ...E r E s-- } E 3 t.......: : t : f : - ...E .3 i i 1 cV 5:I 5:12 RI SKYLIGHT I LL _.._{ ;. .....r »_. ----- 5:12 E--' t 1 — 1.......} 1..:.... L......; .._...I LINE OF WALL '.......--, TYP DATE ISSUE I BELOW - ........; N • t .......E t—.....a C,.....-} „......; ......� j........� i i.... '•n— - Lo I ........ .... 11-28-11 DRB PEC SUBMITTAL LL I > »I I I ,� ® ® I-12-12 DRB-PEC Staff Comments 3 I _. I 4 4 4 .- f ,...:..$ t• {.._.... }.__.�... 5:12 r � -..j k._....i F...... a ! ' ; 's---; p = I Q S1 1-17-12 DRB-PEC Staff Comments ry .......: :......... {.......; GRIGKET - '-» ' Oil N 1-23-12 DRB PEC Staff Comments i SKYLIGHT 3-14-12 PERMIT I � 4-3-12 REVISED PERMIT ET 4' SKYLIGHT I ---I GHIMNEY I I ---�ic I E -I I O I ( EXISTING GRADE BELOW RIDGE=76145.03' t;1 j._.... 1......; Jz- — — — -� SNOW GL I P5 SNOW GL I P5 In .......E ! - - - GRIG ET uj .... }......, E....... ...., A4.1 = t.... m .......I I....._; I_....' LL n In ( 5:12 5:12 4 D7.1 RI RI d ® f A3.0 = 5:12 ® ® e „ * ? E _ 5 DOU .12 _ E r I RI 1 i E .. ...E- P t r ...E t t i f i "E I : f t . • E. g� ? } ® � fi { --(JE .._ .-.Y.. _..._ .... T.: a ._t i f ; } : { r , ...E t } E .....; f - ......... .... t ....... _.._. ; ....... ....; x r t I 1.. I ;..__.., ......< :._. ....< ...E >....:. :.......; ..---.. — _..._ r } � _: ,... ........ ........ ........• ........r ...---.. .----... _ 1 t t 9 i : i ...E I--• i 71 t .... PROJECT: 1110 GRIGKET DIAZAYAS RESIDENCE Lu _ SNOW GLIPS 14 ® ® 41-02, I g �� i � � � 0% N � AT GARAGE I ® �..; Vim, � .q, °& �,3' R EXISTING GRADE BELOW RI E=76147.17a 1......., d ROOF 4 4 ,10:-"W ��: O r PROP05ED GRADE BELOW IDLE=76147.53' wh" 5:12 D- �p `9 5:12 I ® __. r - t , r i i E t i E E' i : ? E dl _ .,...... {....... � i.......; .......! }....... F......; E....-: „......., t......•x ... }.......{ S ...E ? ? t E S 1 : ! : f t ' i TOWN OF VAIL ha* : } 4 1 = t ? : E { r ?......E i...._... �.........-_- .....�.._. - _ : E 4 d - f t t ? t 6 -- - t MN E .. f : 4--0" t a EXISTING GRADE BELO RIDGE=76147.42° PROPOSED GRADE BELOW RIDGE=76145.54' 21_6:1 20'-Bu 17'-0" 151-51. R0%(ODF PLAN SCALE: 1/4"= 1'-0" 0 ull Ln 2' 4° ° 204 Ohl DOUGLAS MILLER DECHANT ARCHITECTS aµ I' GOPPER GAP SHEPHERD RESOURCES INC / AIA CLAY CHIMNEY POT, POST OFFICE BOX 1 6 2 4 SUPERIOR CLAY POTS NOTE: FASCIA, TRIM AND SIDING - "MATHIS" AVON COLORADO 8 1 6 2 0 $ RECLAIMED WOOD '5UNBURNED" 5AN05TONE GH I MNEY T4 7 0 949 3 302 F9 7 0 949 5 12 FINISH, TYP. GAP T.O.-RI W.SRIARCHITECT. COM T.O. P ELEVATION= o- O ro = O- 12 METAL GLAD EUROPEAN 5 2X 6 WOOD DOOR TRIM, TYP. WINDOWS, GLAZED DOORS AND 2X6 WOOD TILT/TURN WINOOW5, 5KYLI6HT5 SHALL HAVE U-VALUE WINDOW TRIM, 12 WHITE-TYP. M OF .21 MIN. AND SHALL BE TYP. 5 ,.-' TEKA "BEACON" NIGHT SKY GOMPLI. FACTORY IN5TALLE�) IN THE SUPER INSULATED WALL PANELS I I IXIO WOOD WALL MTD. LIGHT FIXTURE, TYP. PER 200Q IEGG STANDARDS FASCIA, TYP. ----UPPER LEVEL 3 T.O. PLATE h E=WINDOW SHALL MEET ESCAPE 4 V T O = -O RESCUE REQUIREMENTS, TYP. T=TEMPERED 6LA55, TYP. _ IX RECLAIMED WOOD UPPER V T.O. PLATE ®, I 51DING, TYP. T O = -O 2X12 WOOD 2 54X54 12 CORNER BPS., 5 TYP. 24X24 UPPER LEVEL 5 T.O. P YW COMPOSITE ROOF SKYLIGHT T COPPER FLASHING, GUTTERS SHAKES - DaVincl 4 DOWN5POUT5, TYP. ELATE, TYP. 64 _ E T T T UPPER LEVEL I T.O. PLATf. PP V T.O. PLYWOOD �o T ELEVATION= - ELEVATION= - 12 = m IX RECLAIMED WOOD 5 • • •• —,.. ►-' -� GUARDRAIL, TYP. _ GARAGE T.O. PLATE UPPER LEVEL I T.O. P YIN O- T O = O-O - DATE ISSUE • 3X12 WOOD HEAD TRIM '•. •. RECLAIMED WOOD WOOD BM°, RE: STRUCTURAL I I 6X6 WOOD NEWEL POST, TYP. 1 1-28-1 1 DRB-PEC SUBMITTAL VENEER AND 1RIM "SUNBURNED" FINISH 1 • . 5• REGLAIMED WOOD TIMBER FRAMED 1-12-12 DRB-PEC Staff Comments T DECK AND GUARDRAIL 1-17-12 DRB-PEC Staff Comments #MASTER I LEVEL T.O. PLYWOOD I ELEVATION=105'-0" O - o I O O 3 GOAT STUCCO FINISH, COLOR I-23-12 DRB-PEC Staff Comments _ 3-14-12 PERMIT x X TO MATCH VAL5PAR X ® HONEYMILK PROPOSED `r ... - i! '7003-4 4-3-12 REVISED PERMIT SET I' I 1— 36 °42 423054 42X54 ° FINI5HED GRADE I ; EXISTING GRADE I ( ' I «•��cs �aa ati��. ��tie°.ati ��`.��. �� ' �o� .;�� ti1 �� ti�a� �� ti� �� ARA E 5LA — — — — — — — — _° — — — — MAIN LEVEL T.O. P YW TO = TO = OO-® NMI I I LINE OF I I I I I I I FOUNDATiO4, I I I I RE: 5TRUGIURAL — — — — — - — L I L -1 L A LOV4ER LEVEL T.O. G ONORETE L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �- - - -� I �-- - -I I- - —j T o = -o SOUTH I 1 I I A B G D E F= I I I I ffi I 1 SCALE: F-�- - - - - - - - - - - - _ _ -1.1 - - - - - - - - - - - - - - - - - - - - — — I -I I- - - - - - - - - - - - - - - - -I — - - 1-- - - - - - - - - - - - - - - - - - - - --1 colM,. lea 0 IT '• �� ._ 2909 SKYLIGHT I I . . : , • .� ' ,� � JET: I I i a , DIAZAYAS RESIDENCE t0-71 -1 I . w UPPER LEVEL 2 T.O. PLY _ . 6X6 WOOD NEWEL POST, TYP. APR 10 1 , R if A^ _� 0 04.1 36 I SOUTH & MASTER I LEVEL T.O. PLYWO TO - O - Q t PROPOSED GAS i�fETR . ELEVATIONS PROVIDE FRAMING , FINISHED GRADE T '••• FQR FUTURE DOOR • ' I- 1 - GARAGE T.O. CONCRETE SLA ANSTALLATIbN I I . ELEVATION=101 - MAIN LEVEL T.O.PLYWO D I ., .. . .... .,, Idop EXISTING GRADE - ti. an�\� ti E e c — — — — — — — — — — — — — — — — 11010 x WN v o -BETE • • ' ELECTRICAL W V T.O ON SERVICE ELEVATION= -O - - - - METER WEST I LINE OF 0 2 4 8 FOUNDATION, F- - -I- - - — — — — — — — — — — — -� - - - - �I- - - - - - RE: STRUCTURAL SCALE: 1/4"= 1'- °® L - - - - - -I- - - - - I_ - - - - - - - - - ; I/ 1'-0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 ®4 AVON COLORADO 81620 T970949 3302 F970 949 5 1 21 WW.SRIARCHITECT. COM DATE ISSUE 11-28-11 DRB-PEC SUBMITTAL 1-12-12 DRB-PEC Staff Comments T i 1-23-12 DRB-PEC Staff Comments 3-14-12 PERMIT arm 4-3-12 REVISED PERMIT SET M,l T HIMN Y CAP ' °, ' 1 'vELEVATION= O- 12 ' 5 12 R 5 SKYLIGHT A. UPPER LEVEL 3 T.Q. PLATE ELEVATION= -O 6 T = -O ') 54X5 U LEVEL T .O. PLATE I�— 12 _ 4X 46 5KYLIGHT Zp UPPER LEVEL 3 T.O. PLYWOOD M _ -O lz UPPER LEVEL I T.D. PLATE 12 (3v C04 ® _ UPPER LEVEL I T.D. PLATE ► ! E 1 I "° , _I W-511 T , UPPER LEVEL 2 T.D. PLYNOODd, µ - _ • 12 T a D D _ 5 .. . r 36X 6X54 MAST LEVEL T.O. PLATE s, - = - 042 y E MASTER LEVEL T.O. PLATE � UPPER LEVEL T.O. PLYWOOD L In FIN15HEP GRADE ` T T 48X48 PROJECT: 1 1 1 0 Za T 04.1 , DIAZAYAS RESIDENCE _...--- * ., MASTER I LEVEL T.D. PLYwo D m _ p 4 0$ EXI5TING GRAPE R a _ R l s a ..o- ,., m 2,3 z b� o- 1 � IL 2 2 APR MAIN LEVEL T.O. PLYw D ; . .i -. ._. F . = ..u._ a; To N OF 3 ti is ` g IN kun Mm mm"k,", a �� aa� `�� o a ti r :` LONER LEV T.O. N -RET j ' ELEVATION= �- 1- - - - - - - - -. - - - - - - - -- - - - -J LINE OF NORTH FOUNDATION, EXTERIOR RE: STRUGTURAL I — — — 1 F— - - - - - - - - - - - - - -�1- - - - - - -I - - - - - - - - - - - - - - - -I—�- - - —h - - - - - - - - - - - - - - - -L - - - - - ELEVATION L - - - - - J- - - - - - - - - - - - - --I- - - - - - - - - - - - - - - - - - - - - A3e I . - 2' 4' 8' m SCALE: 114°' = I'-0" SCALE: 1/4" ® 1'- DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 ffi AVON COLORADO 81620 T970949 3302 F970 949 5121 WWW.SRIARCHITECT. COM DATE ISSUE 1 1-28-1 1 DRB-PEC SUBMITTAL 1-12-12 DRB-PEC Staff Comments 1-23-12 DRB-PEC Staff Comments 3-14-12 PERMIT 4-3-12 REVISED PERMIT SET `.. E Cs Y E3 A . , Cc 174O FP R LEV 3 T.O PLYWOOD . N T O - -O < ?l� LE 4� T _j 1 4�l T T 7 30X20 20X20 20X20p I 30X20 _� ---- JET: 111 P? V I T.O. P YWOOD T o = o-o • Y S RES DENCE EXISTING GRADE T T T ➢" tt W IF 'OR bX32 x V. " . F . FIN15HED GRADE — — —.— M£ . PL IANCE IN, t� bX bXl bx = k _.._,.... . ., m r" . . I. 42X54 42X54 R� e T.O. L ODD MAIN V P YW �. �\\\\� �� .; .�.a� •' ,�. I. � " ,rr tLtVATION=100'-C" �\ \\ I I - - - - - - - - - L 1 - - - I- - - - - - - - - - - - -1 EXTERIOR ELEVATION LINE OF FOUNDATION, I RE: 5TRUGTURAL - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - L - -, � - — — — — J EAST A302 2' 4' 8° I SCALE: SCALE: 1/4" 1'-0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 61620 T970949 3302 F970 949 51 21 WWW.SRIARCHITECT. COM DATE ISSUE 1 1-2 -1 1 DRB-PEC SUBMITTAL 1-12-12 DRB-PEC Staff Comments 1-23-12 DRB-PEC Staff Comments J 2 I 3-14-12 PERMIT 4-3-12 REVISED PERMIT SET RI R1 W5 O RI 51TTIN � F3 i.UPPEi;Z ELEVATION= 3 T.O. PLYWOOD MAST 5 - b = 501 m F3 FFF _ m N cv I I I UPPER LEVEL 2 T P YW PLAY EEEVATION=1I5'-lq" ROOM ' 5 LER 3 ANT I F3 I MAIN ®i AIR I LAUNDRY I *k UPPER LEVEL i T.O. LYWOOD ELEVATION=110'-0" CLOSET � '�` � _T L F3 I MAIN STAFR \� F3 F2 ool � PROJECT: ! -1N KITCHEN A Y \ MAT I LEVEL T.O. PLYWO D lo—► 1 ELEVATION= —o I Y RESIDENCE = S � F3 F3 / W4 r of Va I 1 f MAIN STAtR � ; �.� _ ��,__, MAIN LEVEL T o PLYw®o ool YOGA MECHANICAL O PI...1 ACE", APR I ELEVATF ON_=T0O'_-O" BATH -ROOM 003 ., r a... Z T WN OF VAG s ►� FI 0 . £_ a.a. UNFINISHED ° -f BASEMENT hh " BUILDING SECTION A491 ® S I I I w ° 4° 8° ": SCALE: 1/4" = 1'-0 h CO N LO IA,B,E c WALL PANELS PER 5 V T WALL PANELS '° TIMBER PACKAGE FLASHING AND PER TIMBER WATERPROOFING PACKAGE 2-#5 BARS CONT. PER ARCH'LS TOP AND BOTTOM 1/2"DIA.ANCHOR BOLTS @ 36"o.c. TREATED 2x10 PLATE ° - CONT. RIPPED TO 8" 3 1/2°' DIA.AIICHOR - PATIO PER ARCH'LS WIDE BOLTS @'W'o.c. 3`4, 4T-8" 4y4"STEP 47'-8" - 3f4„ 1 — ---- _ - 2'° -- - - 47°- 3/4°' 44 _ /2 47' 5 3/4„ • • -'' —�?i il— -`—�' 0D 1°-2" I I_RV_III=III=111 _.. 44 46 f N 11 ==—III- 3„ 111 — Iil— -- =1I1=1 - I I_i=III-III _ I III I I i—i 1 1 1 1 l�' TOP of PATIO 1 v _ I. I__illllllll II III—i llilll — I iII_ _ II1=_I11—=, T-6' 20'-8" -! I1=1I I I-, I I1=1I i — -- s— -- _ _ -- - - -I I i l l=11 l=III=_ I t 17'Q°' 47'6„ 13'3' !Z 11=111, FRAMING PER =III=III—III III= • 1°-62" 19'-1�2'° 11'-1018° 3,_27fg" > PLAN III_IIj_111=III=III- _ 1'®11 EXPANDED FOOTING FRAMING PER 1=III=111=11_i=lll- - i - _- `_I 11=I I;,�l 1. I o 4'-6"x4°-6'°x12"w/4- 5 '�46 EXPANDED FOOTING e TOW t4 PLAN III _iii_ ® BARS EACH WAY 2„ „ °III- - 4'-6"x4'-6"x12"w/4-#5 T 4 iv 47°-5 3/4°' 4 ^®�O BA HANGERS BARS EACH WAY 4T-5 3/4'° Q - - - - - -- ...._ - - ----- -- -- -- --- - _...... -----. ' _. BALANCE OF TYPICAL 2-#5 BARS \-- '. --- 1°-6f4 _. TOP OF PATIO ® CONT.TOP AND TOW GRADE 38,5„ STEP 4T-6°' FNDN.WALL o / , a 42-3 TOW 1'4f L 7 1 I PER SECTION BOTTOM TOW d,E Jai 4 �� O I = cis A/S1 42-5 �® V �i �� y ® r { ' i - �D° 3 , STEP BARS @ { - 2 / y STEP �°° 2 TOW 1 •, a r 1 p s ' fig 4 D° .� 470'5 3/4" f s may," 16"O.C. 23!„ 44 TOW TOF -1- Qi 8" 44 41'-9 ,t 2 EXPANDED FOOLING / 1 f + Ns l,) TO Q 5'-0'°x5'-0'°x12"w/m-#5 I I 42'-5" 1' ®' BARS EACH WAY I �,. .. - 2" INSULATION UE EXPANDED FOOTING TOW, I TAIL PER ARCH'LS 4'-6"x4'-6"x12"w/4-#5 1,-8" 8°, GRADE 60 5 TYPICAL BARS EACH WAY - TOF 2'-0" r - 2'°0°' CLOSET 9 „ -4 cq 1 „_ , „ BARS 16"o.c. FLOOR 37 4 3/4 - 1-0 @ TOW 2'-5" FRAMING PER S4 k8ij 4'-11'® �6'-37f" 2'-47`°' z V2 SECTION N/S4 -,� 8 1 O FOOTING PAD O SLAB PER PLAN i EXPANDED FOOTING 6 0"x6'-0"x1,�„w/ + SIM. TOP OF SLAB 5'-0'x5-0 x12 w(5-#5 6-#5 BARS EACH U, 42'-5" BARS EACH WAY / WAY V TOW + `.ii1=1I1== GRADE 6)#5 - --- -- - I - --------------- _ --- - - _ .. _--- -- SLAB-AS- ( _ \ 41 9 DOWELS@ 1 _ -� \\ AT RIGHT � �— � M _ !I I. 16"O.C. co � I 2,_6„ _III=11 iiillil IIII_ii_i N sTEP I-11 III== -III=1 SLAB PER �'` 114 Ik+y� `'+�` 1 TOF #4 DOWELS I III=III—II 10" _ �® TOW - �Jgp E p, � ®, PLAN • P 2-#5 BARS CONT. 24"O.C. =III=III=III � EXPANDED FOOTING P 111—I11—I TOP AND BOTTOM 2„ 5 BARS CONT. IN _� TOF 2 TOW 4'-0"x4°-0"x12"w/4-#5 4 1'-4" Lu III Iii 16 FOO1INGor3-#5 _� 45-61/2 \_ SIM. TOW as -OP OF PLYWO D SLAB co 2'-0° -1 38'-5°' BARS EACH WAY 1'-8°` 8°' 8°' - 4"CONCRETE SLAB-ON-GRADE BARS CCNT. IN 24" @ 3T-8" FOOTING 41'-6!1/2" TOF STEP REINFORCED w/ F 6x6/10x14 + 2-0 4„ #4 BARS TOF 41'-9°° 4T 8 24"o.c. STEP 2-® 42'-1" TO `� 4 -OP OF SLAB CENTERED ON 4"G VL w/1/ " 48 uj 7=4" TOV!/ STEP 3 �I1 37°-8°' #4 DOWELS — _ TOF •!� PERIMETER MATERIAL AROUND .n 24"a.c. r 5 m 2'-0"L II1=1II` A SIM. �o i - _ + - + ° - III= 00 r i LL 38'-5•, -III„ill�Iillill III=III= ro2p STEP r I _ _I _ .- EXPANDED FOOTING EXPANDED FOOTING _I 11=1 1-111 TOF 5'-d'x 0°'x12°'w/5- 5 4'-0"x9'-0"x12"w/#5 / „ / 20 44 STEP BARS EACkH WAY BARS @ 12"o.c.BOTH / 2-#5 BARS CONT. 4 DIA. PERIMETER TOP OF SLAB TOF WAYS E EQ. p TOW RAIN wTH GRAVEL _ NOTCH FNDN. uj , , ® ® �- - 48 8 IN 16 WIDE • „ 48'-B” g AS REQ°D FOR 2 INSULATION � / � I � �, W 12x50 4 1 �, FOOTING or 3-#5 PER ARCH'LS 1'-4'°or 2'-0°°PER PLAN rn TOF 4 3(`' ui BARS CONT. IN 24" TYPICAL PER SOILS REPORT S4 STEP 1 TOW LL or WIDE FOOTING EQ. 8„ EQ. 3T-4" TOF / 4T-5 3/4" 48 t- STEP � 4„DIA. PERIMETER TOF 2'-0" TO g <v •< PER PLAN DRAIN WITH GRAVEL PER SOILS REPORT 46 44°-8" TOW I OVA . � � QO 48'-8" - i 46 j 1 - - -- --- _ _... O -- 1 m ` 3/4"= 1'-0" 2'-82' TF TOL"�1.: TO STEP .4 2'_p'° 2 5Q°-0°' 54 0 TOW R` � I 1 2-0' 8 4" 3,_g„ " 1% 9, 1 °° SZ - OF PATIO . 8 CONCRETE g SLAB FOOTING PAD WALL PER ---i - TOW 6"CONCRETE SLAB-ON-GRADE TOF + 47-6' — + 2'-6"x2-6 x10 /3- + �° PLAN _ 4 '-8" REINFORCED w/#4 BARS @ 12' 41'-0° FOOTIN `PAD - i 5 BARS EACH WAY - u ' ao / �- o.c.BOTH WAYS CENTERED ON TEP 2'-6"x2'- °x10"w/3- °_° g/' "' LO 4"GRAVEL w(1/2"EXPANSION T 5 BAR EACH WAY "�� •- � ( � " MATERIAL AROUND PERIMETER 4'-31" 12'-07 3'-0�„ 9'-9f2' h ' „�.-...z.s.._` �. ,.,n .. ._ `t 8 _- 7�2 7/8 5/8 e I 1 6°" g,° 2,6„ N J STEP TOP OF SLAB - - - / El `?4`2A "�� r - TOW 48'-4 1/2" 2 SIM. / Code, ., ,....16-41 u�R1 EMBED BASE PLATE I TOF / rw 1/2"x4"x1°-0"w/2-1/2" 1/4„ 3„ :+ + + 4 - / ,, BASE PLATE „ „ - -- DIA.x 4 HEADED - 1 -- 1/4" 3 1/2"x6"x1'-10"w/ ANCHOR STUDS /� 2-1/2"DIA.ANCHOR W 10x22 WELDED TO TOW 1 „ W 12x50 PER STEP TOW STEP TOW TOL ' BOLTS PER PLAN BOTTOM EQ. 8/g E PLAN 49'-01(2" 54'-d" 50'-0" CN -- TOW 47'-81/2" 2 TOW :;. 6' 16'-0" 4'-2'° 8° N — J 10212 — 2'-6" 20'-8" ''-- IT-O" 13'-3" - - R . : . a T 3/4"- 1'0" 3/4"- 11-01 R r _ 1/4" v r W 1'-0" / TS 4x4x1/4��-. D- 2„ 4„ 4," 2' 11-411 PER PLAN 114" 1 1,4�, av 1/411 1 1-019 NORTH 48 + BASE PLATE BASE PLATE G L BAS LATE 1/2"x 1,"x12"x1'-0"w/ 1/2„x5„x1,-4„w/ V-0” 0'-11 1 "x V-0”w/ "" 2-1/2"DIA.ANCHOR TS 4x4x1/4 „ - 2-1/2 DI ANCHOR ANC DIA. TS 5x5x1/4 BOLTS ANCHOR BOLTS PER PLAN BOLTS PER PLAN LLJ 3/4"= 1'-0" 3/4"= 1-0" 3/4"= 1'-0°° "BA" HANGERS 4 PLYWOOD CV LO 1�2" °°2X"PLATE CO CO WALL PANELS 3" 47'-8"or '-8'° w PER TIMBER - ----- - -- TOP OF STEEL la 1/2" DIA.ANCHOR d- PACKAGE BOLTS @ 36"o.c. 4 54'-0" 2-#5 BARS CONT. _ DEPTH OF zmzg WALL PANELS TOP AND BOTTOM PER TIMBER i STEEL BEAM �. PACKAGE 12x50 or 12x72 FRAMING DER PER PLAN PLAN 2-#5 BARS CONT. 311 1/2"DIA.ANCHOR TOP AND BOTTOM BOLTS @ 36"o.c. 211 411 211 t� GL 24H 120x280 SLAB PER 1 11 #4 BARS @ ; l4 (mm) Q�2°-301 O.C. 3/LII= 1'_®11 ` - 49'-0 1/2 PLAN 16°'O.C. EDGE OF U U • CANTILEVER . „ O S2 TOP OF 8 3 4KINC3 48'-8'°SLOPING #2"o DOWELS f�. > 8" MIN. °� 2-o S5 TO 48'-4 1/2" _Ill-11=__- -- 1=1�1=1�1-III-I�I. g°� LVL 1 3/4 x 14 STONE VENEER _ �` AB FIREPLACE WALLS i I i I-III=1I i=111= I=III=III=III ail ti�� TOP of PATIO III=III=111-� 2'-011 - h <v o'� k qtr 00�; Q 47'-6°' �QO® O _ ---- - - - .-. ,.._._p-- o ,--.._ -- -�- -- - - -- -- -- -- ABOVE 1=III== 4 11TF_I 1 i�i 50'-a'° „� ® o o ® �,� J� - --------------------------------------------------- _,. I I I=1 11=1 I I I IIi_ OPo _ - ---- 11111=III=III v v - - v -- - - - - TOP of PATIO �� 1� =1 SLAB PER PLAN ° .III-I I_I- n I v � s GRADE 60 5 2-LVL 1 3/4 x 14 77 n Ti 1T G�' BALANCE OF FNDN. it I ( W 16 x 31 G � �, 4 > BARS 12 o.c. --- ---- ___ - -- - - --- -- -- - -- -- - - - - - - PER SECTION G/S2 - Q '' + + + t°im 1 11 48-8 SLOPING EP 2-LVL 13/4 x 14 + me #4 BARS @ EDGE OF TO 48-41/2' 16 o.c. CANTILEVER ti� ® �� I --- V ® — 2 1 3 x 14 - - STEP ' 14' BCI 6000 x x U I o P 16"o. M m 'I � A _ -- 2-LVL 1 3!4 x 14 - _ ----- - i_I11=111=_--__ _ - _ _ -__ I @ it Z __ II 111 1111-Iilll E III ill_III=-_ r _III-111 _ III=III III 11_Lil' TYPICAL HANGERS - � I z _ - II = IIi-= X J J x: �T ,;I I1-111 iI-III-I I I=1I=10 111==1TI 11 v -I l iii IIi=i11=111-=11 k N "' II I G - - I I=III=III III-_ I 14°' ( BCI s o0 @ 16" O.C. _. 1=111=1 I I - -- --- 111 I i 1=111=11 r I BA ERs "BA" " "HANG #4 DOWELS @ F 11 2 IIIlilii-III=III=1 CAL _ ; j > BYL i HANGERS 24°'o.c. FOOTING LOCATION AT 2 8 III=1�j=111=111 x -' L OCKI G J:14x4x1t4 x 0'-91/2°' PI - 2'-0°' SECTION I/s2 SIM. 111=III=111=II_I I — --- - N PICA -- 2'-®11 1=11111111111�11 � ° - WELDED TO BOTH - 111=_ I - ll 11 I +� 1/4"M gLLET WELDS!2 ® +�+�� 6 I I=111- --- I J � + • ' I�� 1 11 --- - --J -- ---- ® -- - T P OF° YW OD +gyp `t% REQUIRED - 1 6 g 2 6 --- -- - ------ -- -----.-. ....- - 52-8 - _... v lo ---- 441-8" _ R x ® o °IBA'HAN O� - --------- _ f r G� N co W 12 O x 72 47'-8 1/2" M e (5 ® I R u ® u P� u u u u u 111=111-1I_i-_III 1111=111=111 I I I i i; -- - -- --- r" TT No iT��O 1T S S -II i1-111=III-11,, _ �� + N � IiIII=11=111111 111=11��11- - I - T JAI IIiII IiIIII I 11=1 I I-=- 11 I III-= +`�` m ' r O � ,¢k 2 vti°` m® � ®CIO � � �� TOP OF PLYWOOD III-I I_I= 2-#5 BARS CONT. �`' I - m I ;,.. / 4T-811 SLAB PER GRADE 60#5 1 uj 4" CI 6000 @ 1 0, TOP AND BorroM 11 41 I U �- U PLAN 11 DOWELS 12 o.c. @ 11 ry+6 22 2+ + S $ cv m °° #4 BARS @ s I +��' 11 4 3'_® . . BARS 12 o.c. ' -- N. I t- _ - 24 o.c. o 1 -0� - - -- -- - .. -- ------ ------- - ------ ------ ui #4 DOWELS + Q0 Ah TOP OF SLAB - G`1' O c� + 24°'O.C. - ti's 6 y,11A �, �� °� 7 #5 BARS + 48'-8" 2'-0" • 44'-8" CONT. k.% - LLJ 11 - COMPACTED 1'-21/4" ° • • N • FILL I - STEP ® � 12 3-#5 BARS ® ® r G 4"DIA. PERIMETER 2'-0" 8'° 4" T-8°° 2'-0" DRAIN WITH GRAVEL - -- - - TOP OF PLYWOOD r a PER SOILS REPORT 48-10 1/411 6'-8" -F + { - ----- + r + + + + --- 411 DIA. PERMETER - _ - _.:.. . . ---- _.. Dk E TAIL G" DRAIN WITI-GRAVEL a ' 2 PER SOILS REPORT X0_,zp:�4c0FPATI0 � r 3/4"= 1'-0°° 47, � � ° - a :..wax � °� CODE + + � + + Q 2x6 @16 o.c. 2" lift LO 1/2"PLYWOOD PER - MASTE" & MAIN EL FRA G By- _ mmn ..._. ... _ - : . - EXTERIOR 2 c\1 co SHEATHING SPECS WALL PANELS MASTER AND MAIN LEVEL DESIGNED TO AC:,OMMODATE ��"�6., / 'o _ °® n 3 PER TIMBER 1/2"DIA.ANCHOR 1 1/2"CONCRETE TOPPING AND 3/4"WOOD FLOOR. ; PACKAGE BOLTS @ 36"oc. TOP OF SLAB SHADED AREA DENOTES OVERF MING. k� 1/2"DIA.ANCHOR 3" + y� SLAB PER @ SLAB PER 2- 5 BARS CONT. 48'-4 1/2° PLAN BOLTS 36"o.c. - DENOTES 1!2°°PLYWOOD INi'ERIOR SHEAR,WALL PER EXTERIOR SHEATHING NOTE'SE PLAN TOP AND B T1 M -- --- - + + + + - -- -- = - --------- O O - --- - -- -- ---- ---- -- DRIVEWAY �! ®. .® • 2'-5 48°-8'°SLOPING • • 481-8" 48'41/2" a jK 41-9 8"MIN. TO 48'-4 1/2" 811 MIN. T 11 fa _i i I_I I I 1=111-III-iii i i l_I1Ii III=1 i i_I I II - I! 1=1 III II _ - I-111 "OWN 0 _ -III�I- - _ =11 11=�1-1Ii_� CL I_I11=11_1-1111 I I-111=11 _III=111-=1= I11_i_, '\5 M 1=111=III 11-1 I- i-I I I_l l -. .; _lI_I 4" _I i=1111 • c & #4 BARS @ i I 2-#5 BARS 1 .n l 14 . CONT.TOP AND #4 BARS 4 BARS @ 1E"o.c. - BOTTOM 16"o.c. PL.AND TS COL. PL.AND I® • 1/2"WEB TS COL. STIFFNER BOTH WALL PANELS #4 DOWELS @ FRAMING #4 DOWELS 11 SIDES OF WEB. PER PLAN PER TIM '° x" F °� 16 o.c. PACKAGE DECKING 24'°o.c. 21_®.1 21.011 W 12x50 STEEL I � STEEL BEAM BEAM PER -� 8" 3 SIDES PER PLAN PLAN °� 52'-8 Imp 52 ,. .;. 38'-5" • • 44'-8°'or 41'-61 2' TYP. >1/8- 3 - - 3-#5 BARS l4'" CONT. ® ® ® 0 3-#5 BARS 1/41, 411 1/ °' EA CONT. • • ° T V-2°' 1/4" 411 - 1/2" BEARING T 5x5x1/4 —� _ - 1/411 411 � - EQ. 811 EQ. 811 811 QII PLATE 1/4'° PER P V 114" 4°' 1 1 51'-3 3/ '° 4" DIA. PERIMETER 4°° DIA. P=RIMETER TS 4x4x1/4 11 1 PER PLAN DRAIN WITH GRAVEL 11 DRAIN 1AITH GRAVEL / 5/8'°DIA. M.B. 24" WATERPROOFING GL 24H 120x280(mm) 2 0 ( 1 f 0/ PER PLAN 2 /211 2210 O.C. STAGGERED P A C 'LS P. '-311 o.c. PER PLAN w/ . PER SOILS REPORT PER SOI_S REPORT. 1/4" 21f21 2/2 COT. 112x11 NT. FLASHING PLATE F A2 R 16x31 PER /4"= 1'-o'° 3/4 - 1-G S2 3/411= 1 1-011 PLAN cV Ory OD co CO N Rt ti p h - , c[I Cm .. ti EDGE OF X O LOWER ROOF -' -0 U ® ° cts "TF" °RHO "TF ® > 00 GOOF HANGER �a�°oi �� HANGER `0 NOp Jt�, flx,�RHGL 24H 180 x 400■� W 10 22 , Ael �,I 0,1z,+�,< �G24 1 0 x 120 v v GL 24H 160 x 280 0 �.OF � 8.. 4" N — I ,Af, Ivy e k . - ------ -- --- ± ®+ v c24 1 so x 12 --- - ' - -- - - -- --- --- -- o - + - - - o - _.-._.... . - s� 6o x o® x - I'- . 3" CD C24 100 x 80 24'° .c. o ( G O WALL PANELS `L Ct ° Z �6 0 � s . 01 C14 024100 x 200 0241 0x280 'a,10 O �` �> PER TIMBER _-.� _ - ® - N °w °m � I v PACKAGE �° C4 @ I I - I I x I -I TOP OF PLYWOOD ---- -- S HT 54'-0" j x � HT !, 0 0 57°-8°° L m 1/2"DIA. ,� WALL PANELS _� :- -- - - N - ® x ®o ANCHOR BOLTS 52-8 _ -- - - PER TIMBER ° 0 024100 x 200 v U I o ci N C241 0x280 I c� ® X641 @ 36"o.c. PACKAGE x C24 100 x 200 ti � \ I O � -- -- O D ;: "TF" O - r Q}o n 4 I■ g®o �o Aa® N HANGER 60 2" 4" 2° _- 024100 x 20a = ® O O ® Z �® I +®P ®� o i -- _ v cv _ + v ® 'o s v o �o®J o®+� I X Goo ��`�® ti� �a N + #4 BARS @ 16"O.C. FRAMING PER ! C24 100 x 200 L GL 24H U� 180 x 440 Q O P� 2-GL 24H 60x300 LUS FLIT H PLAT 20x280 NT. ` --- ---- - -- - -_--- - _ - - -- - _ _-.- .. ._.._.... ------- - --- _..... PLAN. _ -- \ - -- X00 h -- - -- ' — — 2-#5 BARS C24 100 x 200 X60+ ��60 ®I y,1�® ® OO+�o 2-GL 24H 60x30 PLUS FLIT(;H PLATE 15x280 O CONT.TOP AND 2x6 @ 16"o.c. 1/2 PLYWOOD 1 v BOTTOM .. SHEATHING PER -- ............... S ° - N EXTERIOR �t. v ch I , c� S3 CD 4 DOWELS SHEATHING SPECS. o - \ x l .K v z - - @ 1/2 DIA.ANCHOR - -- - - - ;. ,,,.,, ..::,�., ...:::;:>:>: ,;,; TF o HANGER Q °' 2-0 PLAN PER v _ N c°a owl HANGER x 12 o.c. °� 50'-0" BOLTS @ 36"o.c. x - - o = „ Oil I r o o NI + + uj 48'-8 ■ �• AK 0 0 N o + o 0 a� N \ J + J uj _ _ Al J J co 0 C9 tk ti � --- - i 2'-0.. • J �, ® C? < 12dk Off, Lj O GL 0 24H c� 2-#5 BARS R80 x 440 -- ----- - ------- __. --- - -- CONT.TOP AND - x _ UJ • - - n N BOTTOM I 111=II_i=11_1=111 o o . . --111=111=1II �® _ - �- ®+ u. _ N X600 ®I oP N G�, 1 �o 111=111=1I I11I� ■ G O OP OF PLYWO D N 12pX12® o° GRADE 60#5 11=III=III-_ -------- o J O'L 4T-8" ° G�O�®� W I - „ _i I_I-1I 1 111- I ° P °$° G2 ca N — - -.: BARS @ 12 o.c. III=111„I ® ! ° Pa 4 \ X I „� r I ®I ■ o '■ ■ _1 -_ -III=III • °' O ( C9 -III=1 1 N --- --- =I GL 2 60 x 00 24"o.c. J J Ill III- - r- I�1=i�1=1111=11illlill `T 1 ■� cv FIELD • • =111- III—i I I N 1 " - 111�1�1=1�1=1 COORDINATE `y CO ° �. I I V wry , ® ® 60+0° 1111111- III=III=111 #4 BARS 16'°o.c. _ _ __- - FRAMING FOR uj 111=II_I=III=III I I WALL-HUNG 1■ m co J G2 — I I=1I_I=1I_I-111=1 TOILET ®+ cf �j w v P vti III--III=1tl=III v v FRAMING PER —III=11_t=11 G4H 1 x24a GL 24H 60 x 200 I G H 160 20 u 'L 24H 160 x 244 GL 24H 1 60 _ _Itl -III -iI-iIt__ GRADE 60 5 ■ ■ _ - _I I1=1 - ---- - -- -- ■ PLAN ® IIII-� @ �. SEE SHEET S4 0 + - - O - - 0 AV o -0 0 0 0 0 DOWELS 12 o.c. + � o co o° O � � ii I II I I tl 1 1 1 1 1 1 3,-®°° -- — ® ��° 6®+ ^oo� ^�®'��' o +'a ,�o®+ goo °`� vry v�,� �°` vryrk AU6 GRADE 60#5 v V BARS @ 12"o.c. UJ REC IMED x`24" O.C. SLAB PER GRADE 60 5 BARS N -r¢ . • PLAN @ 12°'O.C. o°o a y p. 1, , a L r .. n REC I 8x12 CON INUOUS �� ®® ' LO , CNI 6 v v o o o Q- a- cm co N O EDGE OF DECK�' C) X 60 O n. _ -- ---- O RECLAIMED 4x6 LEDGERI\N�/3/4°® 2' 8 2 �illllliilillli_iil_I ih o I,/ , o + lo 10 VIII ill-=11_1�I I=Ill- - DIA.LAG BOLTS 24°o.c GL 24H 160 x PPS®530 Q G�'� o O® COUNTERSUNK AND PLUGGER� " 111= -- 4 BARS @ 16"o.c. -III=1 �® - - - - 6-#5 BARS 8 1 8 4 DIA. PERIMETER o nn] CONT. DRAIN WITH GRAVEL - v� o+� - -- ---- -- - EDGE OF PER SOILS REPORT - ®-- LOWER ROOF D �l, 3'-a°° v'>-� N j® v N 0 L D" E TAIL L J 9 L I cq i — . a • 3 q I '_ GRADE 60#5 ( 2 ,) 4 `_- u. g DOWELS @ 12 o.c. FRAMING PER a- ' 3'-0�� „ PLAN / ,,m. �1 12 4 ~ E 2 SLAB PER PLAN MEMBER SIZES SHOWN IN MILLIMETERS FOR FABRICATION-SEE TIMBER 11 41' ® 1'_ " - _ 111 GRADE 60#5 PACKAGE SHOP DRAWINGS. BARS @ 12"o.c. . . DENOTES 1/2"PLYWOOD INTERIOR SHEAR WALL PER EXTERIOR SHEATHING VOTES. 2-GL 24H 60x300 PLUS • CROSS HATCHED AREA DENOTES WALL PANELS PER �. 37-8 FLITCH PLATE � ' THICKNESS PER PLAN TIMBER PACKAGE. It IN Fos N VA 14 _ . .®.®.® 37'-4" E w/20mm BOLTS @ E UPPER LEVEL 1 DESIGNED TO ACCOMMODATE 1 1/2" 1�2 �° CONCRETE PLUS 3/4"WOOD FLOOR. 400mm o.c. r 0 IF I 108■ • . - III - �i_i11=11 5/ '°DIA. 2 "o.c. 111=III - 4- 4 BARS I I1=-III=_--� STAGGERS OT 1 55°-11 _IVi 111 II_I- FLITCH PLATE OF WEB CONT. IDES 1'-0" 1'-0" 4" DIA. PERIMETER THICKNESS MAY BE � 10x22 WHOLE OR BUILT-UP 1k.L,00 -900 „ 3,-0„ DRAIN WITH GRAVEL PER PLAN W PER SOILS REPORT rK -UL 1 14 1 r 1 vr'= 1'-0" cV CO ' N r w cp OD CD n RECLAIMED 8x8 "T-SHAPED" 1/4"EMBED PLATE 6" COLUMN WIDE w/245 DOWELS WELDED 12°° TO BOTTOM AND'e-3/4"DIA. M.B. �2rr - .- N � 2" COUNTERSUNK AND PLUGGED % O O 4,- U 4" ca 1' r - pq V® Q� GAR ��0 G co =III=111_=-II 11= =-111=III= so 160x120 ��. C2 1 x120 24 - 111_111- =111-11 i x III-III-III�- 1 111-111-111=111--❑ -- ----- -- - -------- -------- II I - - ---- __III_ ❑ - - ---- - - - ' - - ;. -- a - - 1�1_Iil❑�❑1-1 I-1111_1111 Win_ _ - 1I I=f I I III=III ~II I_I11-i 1- =I i i l-111- -' ❑III I I11�; ='' -- - - ' ,1=11 i t-�' ' ❑�' C- - - g, f 'z� -� � WALL/THICKENED 4-#4 BARS AT 3- 3 COLUMN 4'-0" NIN.; (- — � . � �� `` �� FRAMING PER - - - - I ❑ I rr ,e -_ -, 5 r r� B1 _.--. -'"' - -- - _ _ -_ . .. h fig. PLAN 'C SLAB CORNERS 2 2 TIES or 24 O.C. 8 0 NAX. I li FOR WALLS OVER 4'-0"TALL r 1/2"PLYWOOD SHEAR ( EDGE OF I' 2-#5BARS WALL PER PLAN 4-#4 DOWELS ( MIDDLE ROOF REINFORCEMENT CONT. '-0" PER PLAN } - .❑ „`,•n ” x 2 SLAB PER PLAN I III 1, 0„ -Ah 4" � f ❑ I r 6" 0 10 { I j = L II _ — I N MEW I=I I II 111-� 1 I I j 8" 8" EQ. 1'-a"SQ. 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NTALL TI DIAZAYA5 RESIDENCE WHITE LIGHTING DE51GN %g LEGEND VAIL, CO 3775 CHASE STREET PROJECT #12-001 WHEAT RIDGE, CO 50212 CONFLICTS OR SUBSITITUTIOS: • ELECTRICAL AND GENERAL CONTRACTORS ARE TO CONTACT WIrE LIGHTING DESIGN IF ANY CONFLICTS ARISE OUT OF FIXTURES A SURFACE MOUNTED DECORATIVE FIXTURE SPECIFIED AND THEIR AVAILABILITY. MARK DESCRIPTION MANUFACTURER CATALOG # LAMP NOTE) XX (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) NO SUBSTITUTION FOR SPECIFIED FIXTURES I PERMITTED VITHOUT PRIOR APPROVAL FROM WHITE LIGHTING SIGN. CEILING MOUNTED FIXTURE SEE 'DECORATIVE FIXTURE SCHEDULE' — — ALL MOUNTED FIXTURE SEE 'DECORATIVE FIXTURE SCHEDULE' — — WALL MOUNTED DECORATIVE FIXTURE LAMPING: C RECESSED ACCENT — I.C. HALO H1499 IC/142OP SYLVANIA 37W, IR MR16; BEAM SPREAD TBD — (REFER TO DECORATIVE LIGHTING FIXTURE SCHEDULE) I 1 A SPREAD D +XX • CONTRACTOR TO USE ONLY SYLVANIA IR MR16 LAMPS, 37W, BEAM SPREADS AS SPECIFIED BY WILD AS PER DRAWINGS. D RECESSED ACCENT NON I.C. HALO 1499 T/1420P SYLVANIA 7 , — RECESSED DOWNLIGHTS I.C./LED LITON LHLB515C70—DLV/LRLD521S—B60 15W LED • CONTRACTOR SHALL INSTALL HONEYCOMB LOUVRES, CLEAR LENSES OR SPREAD LENSES WHERE SPECIFIED. IF N INDICATION WALL MOUNTED MONOPOINT —K U H-n ELT STAR DS—)—BZP-9-11—A/TCP—BZP SYLVANIA 37W, I 1 SPREAD D REMOTE TRANSFORMER WHITE LIGHTING DESIGN OTHER SURFACE MOUNTED FIXTURE 3775 Chase Street IS MADE, THE LENSE PROVIDED BY MANUFACTURER SHALL BE LEFT IN PLACE. J LED STRIP LIGHT, UNDER CABINETS GM LIGHTING L 3300-27K LED, 3W/FT. GM DIMMABLE POWER SUPPLY TH-60—DIM Wheat Ridge,Colorado 80212 ALL A19 LAMPS ARE TO E FROSTED, 120V HALOGEN A—LAMPS WHEREVER POSSIBLE INCLUDING DECORATIVE FIXTURES 303-463-6661 phone • ' v 303-463-6665 fax OTHER WALL MOUNTED FIXTURE (SYLVANIA #100 A/HAL/RP-120V FOR 10O W, ALSO COMES IN 60W AND 75W). K— WALL MOUNTED FLUORESCENT CLOSET LIGHT — 24 CREATIVE ILLUMINATION UC-117—EL SYLVANIA — F 17/ 3 / / (T ) MOUNT LENS DO 303-46 it6665ingdesign.com K-3 WALL MOUNTED FLUORESCENT CLOSET LIGHT — CREAM ILLUMINATION UC-125—EL SYLVANIA — 5/ 0/XP/E (T ) MOUNT LENS DOWN • CONTRACTOR USE MAXIMUM WATTAGE IN ALL FIXTURES, INCLUDING DECORATIVE FIXTURES. K-48 WALL MOUNTED FLUORESCENT CLOSET LIGHT — 48" CREA11VE ILLUMINATION UC-132—EL SYLVANIA — F 32/ 0/XP/ O (T ) MOUNT LENS DOWN ELECTRICAL: L LED STRIP LIGHT, COVE/ UP—LIGHTING G LIGHTING L 500-27K LED, / GM DIMMABLE POWER SUPPLY TH-60—DIM Lj RECESSED FIXTURE RECESSED LENSED SHOWER DOWNLIGHT — I.C. LITON U113991CAAR1342—W—ViL SYLVANIA 37W, IR MR16; BEAM SPREAD TBD WET LOCATION RATED • ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL NEEDS FOR ALL APPLIANCES. N SURFACE FLUORESCENT NLI (OR EQUIVALENT) NJ-3-28T5-120 3-75 LAMPS 3000 — EXT LED STRIP LIGHT, CABINETRY LIGHTI G L 300-27K LED, 3W/FT. G DIMMABLE POWER SUPPLY #LTH-60—DIM LJ RECESSED FIXTURE WITH LAMP AND LENS SPECIFICA11ON • ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL NATIONAL AND LOCAL ELECTRICAL CODES ARE FOLLOWED, INCLUDING CLEAR BUT NOT LIMITED TO CONVENIENCE OUTLET PLACEMENT AN) WIRE TERMINATIONS. • CONTRACTOR TO RUN SEPARATE CONDUIT FOR TELEPHONE, LOW VOLTAGE LIGHTING CONTROL, OR A/V CONTROL WIRE WERE IN—GRADE WELL LIGHT INDICATED. MAINTAIN AT LEAST 12" SEPARATION BETWEEN ANY PARALLEL RUNS OF LINE AND LOW VOLTAGE WIRE. • CONTRACTOR TO RUN #12 WIRE FROM REMOTE TRANSFORM-RS TO LOW VOLTAGE FIXTURES. 0 SURFACE MOUNTED FLUORESCENT FIXTURE • MOUNT LOW VOLTAGE STRIP LIGHT IN LENGTHS NO LONGER THAN 15'—O" PER FEED. 4W FLUORESCENT CLOSET STRIP WITH SIZE OUTLETS: RECESSED STEP LIGHT • WALL OUTLETS SHALL BE VERTICAL, " A.F.F. TO BOTTOM )F BOX, DECORA STYLE. [[NOT VERIFIED.]] LIGHTING�LA M p I I I • BATHROOM GFI OUTLETS SHALL E HORIZONTAL IN THE A^KPLASH. [[NOT VERIFIED.]] 1 — LINEAR LOW VOLTAGE STRIP • KITCHEN OUTLETS TO BE VERTICAL IN THE BACKSPLASH. [NOT VERIFIED.]] ®———-� ROPE LIGHT (LOW OR LINE VOLTAGE) • CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS WITH CWNER PRIOR TO ROUGH—IN. • CONTRACTOR TO VERIFY COLOR OF ALL WALL AND FLOOR 30X DEVICES WITH OWNER PRIOR TO ROUGH—IN. �•— TRACK WITH HEADS 0 CONTRACTOR TO VERIFY EXACT LOCATION AND STYLE OF FLOOR PLUGS WITH OWNER PRIOR TO ROUGH—IN. • USE STEEL CITY 64/664—CST— RN WERE FLOOR BOXES ARE TO BE INSTALLED UNDER FURNITURE OR WHERE A FLOOR ILL. FIBER OPTICS ILLUMINATOR MOUNTED TELEPHONE JACK IS REQUIRED. USE LEW #RCFB-1 WHERE FLOOR BOXES ARE VISIBLE SUCH AS PERIMETER WALLS. LIGHTING CONTROLS DIAZAYAS RESIDENCE WHITE LIGHTING DESIGN FIBER OPTICS FIXTURE LENS VAIL, CO 3775 CHASE 5TREET rD` If C_"O' KATI 'VE fIXTURE 5CHEDULE• LIGHTING CONTROL SYSTEM SHALL BE A " XXXXX" SYSTEM. ELECTRICAL CONTRACTOR SHALL FOLLOW ALL MANUFACTURER PROJECT#12-001 WHEAT RIDGE, CO 80212 GUIDELINES AND SPECIFICATIONS WITHOUT EXCEPTION. SWITCH • CONTROL DEVICES TO BE INSTALLED 6" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. [[NOT VERIFIED.]] MARK QTY DE5CRIPTI N MANUFACTURER CATALOG # LAMP NOTES 3 3—WAY SWITCH • LIGHTING CONTROL DEVICES AT BEDSIDES TO BE INSTALLED 34" A.F.F. TO BOTTOM OF BOX. [[NOT VERIFIED.]] Al 2 YOGA STUDIO — — — — uj 4 • MOTION SENSORS SHALL WALL MOUNTED ERE POSSIBLE, USE WATT STOPPER S-150U. A2 4 MASTER CLOSET/GROUND — — — — 4—WAY SWITCH A3 1 DINING ROOM DECORATIVE "A/B" FIXTURES A4 2 MASTER BEDROOM — — — — D DIMMER SWITCH A5 3 MASTER BATH — — — _ • VERIFY MOUNTING HEIGHTS OF WALL SCONCES WITH OWNER PRIOR TO ROUGH—IN. LEAVE 24" WHIP TO ALL WALL MOUNTED A6 2 PANTRY — — — — FIXTURES. 7 1 MAIN STAIRS _ _ _ _ uj $ 0 DS DOOR SWITCH USE MAXIMUM ALLOWABLE WATTAGE IN ALL DECORATIVE FIXTURES. A8 1 STAIRS 2 — — — — D3 3—WAY DIMMER SWITCH A 1 MASTER SHOWER uj # UGH11NG CONTROL KEYPAD (WITH TWO—DIGIT ADDRESS) V I D 131 10 EXTERIOR SCONCES — — — 2 1 YOGA BATH SCONCE — — #XXX LIGHTING CONTROL LOAD NUMBER CONSTRUCTION ADMINISTRATION: B3 2 POWDER ROOM SCONCES — — — — 4 4 MASTER BEDROOM PLAY ROOM — — — — � DUPLEX RECEPTACLE ELECTRICAL CONTRACTOR SHALL HAVE ALL BOX LOCATIONS APPROVED BY WLD AND OWNER IN A ROUGH—IN WALK THROUGH 85 1 PLAY ROOM — — — — PRIOR TO RUNNING WIRE. B6 2 BATH 2 — — 7 2 SHOWER 2/GUEST SHOWER (WET L CATION) — — — — DOUBLE DUPLEX RECEPTACLE LIGHTING CONTROL SYSTE : 68 1 MASTER 2 9 1 MASTER 2 CLOSET — — — — GFI DUPLEX RECEPTACLE WITH GROUND FAULT • IN THE EVENT THAT A TOTAL OR PARTIAL LIGHTING CONTROL SYSTEM IS SPECIFIED, THE ELECTRICAL CONTRACTOR (IN B10 2 MASTER 2 BATH — — — — CONJUNCTION WITH CONTROLS DEALER, IF NOT THE CONTRACTOR) SHALL BE RESPONSIBLE FOR SCHEDULING THE -START B11 1 MASTER 2 BATH GFI UP" OF THE LIGHTING CONTROL SYSTEM, INCLUDING BUT N)T LIMITED TO: qWP _ DUPLEX RECEPTACLE (WEATHER PROOF) CONFIRMING THAT ALL EQUIPMENT IS AS SPECIFIED AND LOCATED/ADDRESSED CORRECTLY, AS PER PANEL SCHEDULES Lj GD • VERIFYING ALL WIRING TERMINATIONS AND LOW VOLTAGE COMMUNICATION GARAGE DOOR OPENER RECEPTACLE • CHECKING FOR SHORTS • VERIFYING THAT EACH LOAD IS LANDED AS SPECIFIED PER PANEL SCHEDULES AND IS FUNCTIONING PROPERLY HALF-SWITCHED DUPLEX RECEPTACLE • VERIFYING THAT EACH KEYPAD AND/OR DIMMER IS CO MU41CATING AND FUNCTIONING PROPERLY • WHITE LIGHTING DESIGN SHALL SPECIFY, DESIGN AND PRO(RAM THE LIGHTING CONTROL SYSTEM BUT SHALL NOT PROVIDE ANY EQUIPMENT OR WARRANTY FOR THE SYSTEM. x _ III FULLY-SWITCHED DUPLEX RECEPTACLE . 11 1�t1 • IT IS NOT CONSIDERED TO E IN WHITE LIGHTING DESIGN'S SCOPE OF WORK TO TROUBLESHOOT, ISOLATE, OTHERWISE °''e' 1 ( SWITCHED SIMPLEX RECEPTACLE DIAGNOSE WIRING OR EQUIPMENT PROBLEMS. ;$ `I ., N Via, NOTE: AT TIME OF TRIMOUT, REFER TO MARKS ON DRA NGS NEXT TO R16 FIXTURES FOR P BEAM 2- / L 1 E `0 1 TRIM—OUT AND MOVE—IN PHASE: SPREADS AND ANY CHANGES TO LENSES OR LOUVERS. s, '. ,.. _,.; _.,, .----- . 111-L—..�.—n_...T, 11 i FLOOR RECEPTACLE (SEE INSTALLATION NOTES FOR SPEC) WILD WILL SUPPLY A SET OF DRAWINGS THAT WILL DETAIL ALL AR16 LAMPING AND LENSING INFORMATION TO BE INSTAL Y s=°, R VAIL OWN ELECTRICAL CONTRACTOR AT THE TIME OF IM-OUT. TEMPORARY LAMPING' MAY BE INSTALLED UNTIL THAT TIME. MARK MANUFACTURER SPREAD HALF—SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) WILD WILL REQUEST ASSISTANCE FROM ELECTRICAL CONTRACTOR DURING FINAL AIMING. THIS WILL INCLUDE TIME F —3 SP SYLVANIA 37W IR 10 DEGREE, VERY NARROW SPOT ELECTRICIANS AS WELL AS THE USE OF LADDERS TO REACH ALL ADJUSTABLE ACCENT FIXTURES. THIS MAY BE DIVIDED INTO NFL SYLVANIA 37W IR 25 DEGREE, NARROW FLOOD } FULLY—SWITCHED FLOOR RECEPTACLE (SEE INSTALLATION NOTES) SEPARATE VISITS DEPENDING ON OWNER'S MOVE—IN SCHECULE. FIL I SYLVANIA 37W IR 40 DEGREE, FLOOD ''" `' WFL SYLVANIA 37W 1R 60 DEGREE, WIDE FLOOD —CLR CHANGE TO CLEAR LENS CLOCK RECEPTACLE —HCL ADD HONEYCOMB LOUVER WLD ISSUE: DATE: EXHAUST FAN REVISED PERMIT SET 2 03.29.012 : ... :,..:.:,.:.;. . . .::., ,.,✓r'. :.,' F:,=.' REVISED PERMIT SET 03.14.2012 PERMIT ET 2.22.2012 F�/ S 0 L I T� . . .. .. : DRAPERY MOTOR K N 30 ANGLE BLOCKING I I REVIEW 2.I .2 12 PRELIMINARY EVIE 0 6 0 — — — ,: VERTICAL _ _RUN OF LED 01 LUTRON DIMMABLE RECEPTACLE, AR 20 HFDU xx. COLOR 1D BE DETERMINED. ' �w—' ' w-" STRIP LIGHT DISPOSAL : ,,. .;.' ... 2 — F: S MOTION SENSOR (MOUNT ON WALL UNLESS NOTED OTHERWISE) ® — ::'.: :::::::: TELEPHONE OUTLET .:�,,,::, ,,...F_ MIN. \—SHELF I I I I I L0 DRAWN BY; ® NETWORK PORT T VI WLD LED STRIP LIGHT CHECKED BY: 45® ANGLE BLOCKINGN TELEVISION OUTLET KDW N DATE: << i CEILING SPEAKER ;;; ,:•.:.,::: FEBRUARY 13 2012 SC ALE: r WALL SPEAKER 0 f�. N E N {F A CA FACE SD SMOKE DETECTOR Y FRONT EDGE OF SHELF ......_._.......... ...: BOTTOM OF SOFFIT T VIE FILE NAME: JB JUNCTION BOX LED UNDERCABINET LIGHTING DETAIL FLU RE CENT COVE LIGHTING DETAIL LED VERTICAL OOKCA5E DETAIL SCHEDULE SHEET SCALE: NONE SCALE: NONE - SCALE: NONE REVISIONS: FP FIREPLACE IGN11ION 1 Plotted On: March 29, 2012 �LLO * O WHITE LIGHTING DESIGN 3775 Chase Street a Wheat Ridge,Colorado 80212 303-463-6661 phone 303-463-6665 fax www.whitelightingdesign.com _ .............. _... _.._ :............ FI tz , 1 ; i i i : ; ., i i A _._.,: ..:...; KEYLESS KEYLESS z KI GFI 3 3 i ,; 1 \ Oi - E i Lu E E D3 , ; 3i : s D i �� TO '®" 1OVE :.: .� „ \ R ..... .....,. A KEYLESS s: :. ; ::.:..... .. € JB A l m , KEYLESS KEYLESS NOTE: (4) BREAKER SUB—PANEL _ VERIFY LOCATION. 1 , , • i I I , t,..y Try CODE, , ,-- 10 201Z IJ q , KEY NOTES �. . �.._.N. ._��, �n�_��a_ ��,� TOWN 1 LUTRON DIMMABLE RECEPTACLE, #CAR-20—HFDU-3m COLOR TO BE DETERMINED. i i • 2 , i , VVLD ISSUE: DATE: .............................................. ...................................._..._:............................. ........... _. REVISED PERMIT SET 2 03.29.2012 ------......................_ REVISED PERMIT SET 03.14.2012 PERMIT SET 02,22.2012 PRELIMINARY REVIEW 02.16.2012 DRAWN BY: WLD CHECKED BY: KDW DATE: FEBRUARY 13, 2012 SCALE: FILE NAME: 1/4" = 1'-0" REVISIONS: BASEMENT LIGHTING PLAN E L 1 0 Plotted On: March 29, 2012 WHITE LIGHTING DESIGN 3775 Chase Street Wheat Ridge,Colorado 80212 303-463-6661 phone 303-463-6665 fax www.whitelightingdesign.com ....... ............. ............... ............... ........... ........................ FOR UGH71NG ON TOP OF BEAMS. VERIFY LOCATIONS. E3 ......................... 2 VERIFY ELEClkA,,L,NEEDE�/"' IP B F OR A/ IP M M T 2 R 3 30' 4 GFI ................. B B WIP 2 VERIFY LOCATION A D 3 'T" . .... J8 ........... .... ...... C IIC FIR C A 9 10 C Dz z z C /VERIFY LOCATION fli 5 G G C ATION RIFY LOC ND A 5 VE IS ON LA li D 4 D3 D ,7 E E Lu E G 3 ........................... ............ ---------- C ...........,-----------.............................. 3 z z z z z T"-W, AY;BELOW i z N� D AOW*& C zli z B3 I z D- .......... z L.J 3 $ E VVAL.K I N 3 0 A ABOVE z • foe ................... ......... V) ..................- /A C Q t00% i: i ; .11 .......... ............ z 2 LJ_ j '92 LU 2 2 z D3 z C ............ .......... K� Q GF1 i z .......... ... ....... 0 D li ............. ........... ............ D3 z 0 t -- 11 111-: ELECTRICAL PANEL: D3 z .......... W,P .... ...... ..................... .......... Q E E y "R ........... z ------- Or I D ii 3 ................. D z RA$ z 3 z 3 A z NZ z z ............ N ? Rif z R, z z I................ z z z B..... z E: ..... 3 "2 i z 24' V, top, zzi z 2r ...... .. z z z FOR (,001z C 3 ()wl ...... .... "J z ...R... 2— C IE 0 T [E GFI z z z B WP z APR 1 o, 2a 12 z z ---------- z z GF1 .......... .............z . ....... ............ IL TOWN OF k .. ....... ....... z KEY NOTES z WTRON DIMMABLE RECEPTACLE, fCAR-20-HFDU-mL COLOR TO BE DETERMINED. WILD ISSUE: DATE: ........... .............. ............. Z�3 REVISED PERMIT SET 2 03.29.2012 REVISED PERMIT SET 03.14.2012 z PERMIT SET 02.22.2012 B 2 2 PRELIMINARY REVIEW 02.16.2012 DRAWN BY: WLD CHECKED BY: KDW DATE: FEBRUARY 15, 2012 SCALE: 1/4" = 1'-0" FILE NAME: MAIN LEVEL LIGHTING PLAN REVISIONS: K Plotted On: March 29, 2012 WHITE LIGHTING DESIGN 3775 Chose Street Wheat Ridge,Colorado 80212 303-463-6661 phone 303-463-6665 fax www.whitelighfingdesign.com ---------- ............. .......... -—------- ............. . . ...............................................................................................------------------------ .......... ................. ............... ....... .....................- ............ ............ • .......... DS ----------- 2 R0" is 3 n.......................... 3 G) ......... 4 D 8 A 2 7 "—VERIFY LOCATIdN B Lu 5 9 m 6 till% W D3 -d&6 D A F-1, i I i t 3 G) L.J Cie E E ff Ilk . ............ --------- .............. Lu ........... ........... ......... B 4 z ZTO 3-iWAYt BELOW (D ILI t E E .... ...... ............ ................ tzz TO "A OV 4 3 ................ B ---------- ......... .................. E 4 E Vai 1, t 'kNCE A M"I,! ......... ..... ...... '3 .............. 3 G) .................. t APR 1 '9201 0 q WIP 2 N t WN OF t ............. '4....... ....... C3 .............. ----------------------- ................ .................. ......................................... ...... ................. .................- ----------......... ............................................................I .................. ........................................ ............... ................. KEY NOTES G) UUTRON DIMMABLE RECEPTACLZ #CAR-2G-HFDU-xx. COLOR TO BE DETERMINED. WLD ISSUE: DATE: t REVISED PERMIT SET 2 03.29.2012 REVISED PERMIT SET 03.14.2012 PERMIT SET 02.22.2012 PRELIMINARY REVIEW 02.16.2012 ........... ............... DRAWN BY: WLD CHECKED BY: KDW DATE: FEBRUARY 15, 2012 SCALE: 114" -- 1'-0" FILE NAME: UPPER LEVEL LIGHTING PLAN REVISIONS: NE L 33 0 Plotted On: March 29, 2012 v WHITE LIGHTING DESIGN 3775 Chase Street i Wheat Ridge,Colorado 80212 303-463-6661 phone 303-463-6665 fax www.whitelightingdesign.com _..................................................._..,.......,.....,....._......_.........................,.._..__........:....,........... ,..........,......................._..._.......:......._....... , I ; , , ; i i i , , , t , ; : , t • i • : z , i i , i •. 3 • i J i I i i , q , , Aca Lu •... VERIFY LOCATION •.: ,:,.� •:_ � ` :� . iii ;.;: . i,:: �` a{��• i ...._.......................... C) vii i"I of Vail 8 ::�11)3. REVIEWED .: .., ' , '�tER FY LOCATION ::; ` z : : . wm F ate. tit i ;. : 3_ _ — _ ;, TO WILY HELO `:`. . it , APR 1 , : i i , s_........................ _.................. _.........._. ... _.... .... ......... TOWN OF VAIL �.....: : KEY NOTES y ob LUTRON DIMMABLE RECEPTACLE, _ E DETERMINED. - i • : 3 WLD ISSUE: DATE: REVISED PERMIT SET 2 03.29.2012 REVISED PERMIT SET 03.14.2012 PERMIT SET 02.22.2012 t PRELIMINARY REVIEW 02.16.2012 : , DRAWN BY: WLD CHECKED BY: KDW DATE: FEBRUARY 13 2012 SCALE: 1/4" = 11_0„ FILE NAME: SECOND UPPER LEVEL LIGHTING PLAN P 19 TOW V IL REVISIONS: tmm:m E L jOwt e 1 Plotted On: March 29, 2012 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC ! AIA POST OFFICE BOX 1624 _ AVON COLORADO 81620. T970 949,3302 F970 949 5 1 21 WW .SRIARCHITECT. COM LOT 2-6 VAIL V LLAGE WES� FIL NG 2 5 1,� 895 W. � GORE : DATE ISSUE 1 1-2 -1 1 DRB-PEG SUBMITTAL 1-4-12 DRB-PEC STAFF COMMENTS 3-14-12 PERMIT 4-3-12 REVISED PERMIT SET 4-30-I2 OWNER REVISIONS PROJECT: III DIAZAYAS RESIDENCE AUG 16 IT VAIL TO N y p yaAli COVER SHEET .I E �. CODE DIAL".AYAS R s I D E CE ,RA p W. . Aii: (o.,%jWNER REVISIO� NS . A0601 : APRIL 30 2012 9 I _ SHEPHERD RESOURCES INC t AIA F ST OFFICE f 4 V I A5.1 T9709493302 F9709495iii ` `Y NOTE: ALL DIMENSIONS ARE FACE OF EXTERIOR 5TRUCTURAL 5HEATHING UNLE55 NOTED OTHERN15E ws _ I I I f = ,4 _ I I �_ _ _ _ — __. — - - - - - - - - - - - - - - - - - - - - - - - - f m tt1 I - I ft1 I I I UEl ED OM 2 f - 12-4 x I1 ROOF ROOF cv BELOW BELOW li- 11 I I I 'I 1.1 242 _ f 1 ROOF d i m _w, - _ I 0171 (V — BELOW f ry cS) -23-12 DRB4lEC Stiff Comma 1 __j 011�1 i I 7.. -F I 24-10 BATH LINE OF ROOF D2 I I ABOVE 'p�„ 5°® I —m — 6 I — IN t-�• � T P Y I L1 I I f T P �N 15 R@ O L WD I �l tl I I f # LINE OF w�Lt - L FU E PLAY ABOVE f D ®OM I TH 2aI^ /y II iw�W, �1®pq ® - - � L _ _ f W4 4t a f T E D @ 1 111 — _ — _ =itv its ° MAIN 5T hR 15 R @ .5°° -° 001 GUARDRAIL 6 q G - — p HANDRAIL BY T' PER.BUILDING 5TUB OUT PLUMBING 2870 CODE REQM75. IN FLOOR AND WALL f f �lV4 FOR FUTURE BATH I f 51M WARLLIW! 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POST OFFICE 1 AVON COLORADO 01620 A5.1 .7970 949 -. 21 11 201 L I-q 101-411 - I NOTE: ALL DIMENSIONS ARE FAGS OF EXTERIOR STRUGTURAL SHEATHING UNLESS NOTED OTHERWISE I I I I I _ _ LINE OF _ p REAR SET BAGK DATE MW I I I I I I ROOF 11-20-11 DRUNK SUBMMAL BELOW 1.1 LINE OF SIDE SET BAGK I I LINE OF I 1-17-12 N PROVIDE PLUM ING FOR SIDE SET BAGK _ FUTURE WET BAR, VERIFY 1.2342 LINE OF 0 I LOCATION WITH OWNER 344612, ROOF ABOVE 1 OL05ET ROD d SHELF � 303 I , BELOW I - I W6 5'-0" HIGH WALL W/ I : WOOD GAP ROOF BELOW (Z IL f — — — — DN = A4.1 m ROOF W6 icy —UA 5T E D ® I[ er s T P eI� A203 SOM IMP= 10 BELOW c _ P 21-4111 /21-51f I _ q ' 0 DN 15 RS 5° m - -MASTER 2 - - _— , . 3oi II Ii II 8 8 I HANDRAIL PER t W6 I I BUILDING GODS BELOW I ELO II REGt'MT5. 5ITTING j II n A3.0 _ cuEST O I I 3-o MiN. 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Y T TIO m r _ 12 METAL FLA5HN6, PK BRONZE 5p RECLAIMED IL WOOD e , . . r• GUARDRAIL, TYP.' ASPHALT 5W51.E5 WI i ARGHITEGTUR,IL PROFILE 40 YR. MIN•W,%RRANTY - ° • GARAGE T O PAT I P Yw ® - _ q5 ol) P DATE mm • T O O ° 3X12 WOOD HEAD TRIM RECLAIMED WOOD I i T! HOOD M., RE: STRUCTURAL I &X6 WOOD NEWEL POST, TYP. 11-29-11 DRUM 9"ITTAL VENEER ANL? -RM - �e fi 1 _ RECLAIMED HOOD TIMBER FRAMED. 1.12-12 SUNBURNED IN5H , ` . , Q 1-1 -1 ' T I ° • EC AND GUARDRAIL MASTER I LEVEL T.O. P YW t ItLtVA _ - • C5 C� GOAT STUCCO FINISH, COLOR PERM . I• TO MATCH VAL5PAR °HONEYMILK" t .1 i I I G C? _{ 7005-4 PROP05EQ ,° I I r' :•'• 42X54 42X54 r° t FINISHED GP.ADE I I) ►1 "n" EXISTING GRADE _- 1 IILL MAIN E T.O. PLYw Cy A. ARA T CONCRETE A _ . ,\ — — _ - 3�. \'' ,\\\'Q'� .\C\ acQ\ I LINE OF FOUNDATON, I I I i I I • RE: 5TRUG-URAL — — _ — - — (— — �- I I I L � - �— - - - - - - - - - - - - - - -- - - - - - - - - —, ,- —, ,- —, r -� LONER T CONCRETE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� L- - - J I I L —_ _._f L ELEVATION= - I I I I I SOMM u I ( I I B G Gi I I I I ELEVATION I I I I 1-1- - - - - — — — — _e � _ - - _ L - - � - - _ - - - - - _.. _I -- - - — - - - - - - -- - -- - - - - - -- - -.- - - - - — - - .. - - - - - - d 04 co DOU NT 1 Ib .. 111 PP R v T P YH Tlo =11 _ • : :. e , V T.O.-P Y 36 o a 11 SOUTH & A.MASTER 1 ' • . I a 4 I 'REVIEWED , WEST EXTERIOR PL[ArCP ELEVATIONS PROP05ED ' M PROVID FRA ING , FINISHED GRADE FOR. FUTURE DOOR • - • .IN57Ai_LATIt�N • � i .. ARA T N ET A , I e% .I �, TIO OI -O �,� MAIN LE .\. mom\ . R T O Oo-o q i , ,.` ,r.. \\\ r.\\. ;J EXISTING GRADE \\� \\� 4 I r ° '• �.a� cv; .way •, : ., ° • — — - - - — — — — — — — — — — .J \ i-- ::. I ELECTRICAL - 1%L0 R LEVEL-T-0.� N R T — - p 1 = '�5 7�4 v.. ° a — ® - J I I METER A3 WEST ,r I ELEVATION LINE of ( FOUNDATION, —1- - - _ - - - -- - - - - - — —1- - - - - �� RE: STRUCTURAL - IIV P f f_ T } SHEPHERD RESOURCES .INC.1 AEA POST OFFICE BOX 1624 AVON COLORADO 81620 . 7970 949 330t 1970 949- 5121 WWW.SRIARCHIT.ECT. CON. 1 1-12-12 . 5 4 I 1 43&12 OwswRadlim T HIMN A - 12 - ° 5 12 - 5 1 [ I I UPPER LEVEL 3 T PAT ELEVATION= - 41 I _ ') 4 rl2 pP T PAT r 54X5 L T = - 12 - 5 ® A.UPPER LEVEL 3 T.O. P YW = X6 ELEVATION=I m - UPPER LEVEL I T.O. PLATE co - I UPPER LEVEL I T.O. PLATE E ' - �' T' .l7: 0 I ELEVATION PLYNOOP rI _ .15 1 OU ER 56 56 L2 �.. T F� r w0 r 36X 6X54, MAT -T PATS, I I L �~ c� D42 ✓ ° �� ` A T.O. PLATE A?Rl T _5�fI415 q2) A. UPPER V I T.O. YW 110'-C" q PROPOSED i- _ T T 48X6 4&X60 4aX48 FINISHED GRADE • • ' T U4.1 20 m 21; 1 IN RA � ° EX 5T G G DE , • w - MAIN T.O. P Y 00 q m mw i � T R I—. - - - - - - - - - - - — — � _ _ _ J f NORTH LINE OF ORLL FOUNDATION, ( I I I RE- 5TRUC TUBA I I ► - - - - - - - _ — ® .__ — _ L _ _ _ - - - - - - - I� _ _ _ �( -- - - - - - - - - - - - - --1._ - - — - -� ELEVATION i - - - - - - - - - -� REVIEWED <,. a ' 7 Dat _ n By ode NORTH ELEVATION SCAM ® I r l® o SCAM 114P 19 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC I AIA POST OFFICE - BOX 1624 AVON COLORADO, 81620 T970 949 3302 F970 949 5 121 W .SRIARCHITECT. COM DATE ISSUE 11-28-11 DRB-PEC SUBMITTAL 1-12-12 DRB-PEC Staff Comments : 1-23-12 DRB-PEC Staff Comments 3-14-12 PERMIT 4-30-11 Owner Revisions I-T-FL611 I I I I I I L-1-1- 11111c" 111111 1111111 111 1 - I I COPPER GUTTER T.O. Go PLYWOD .DOU -ERA v TD = I N1 -290cl C) c� 24 26 T T 3OX20 20X20 20X20 07.1 50x20 � V I"T.O. P YW D: . . . •" PROJECT: 111 Y RESIDENCE ,2 E:<15TING GRADE I. T T I .. 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I � TOP OF PATIO BALANCE OF - STEP GRADE TOF :;. CNT.TOP AND STEP e 47-6" FNDN.WALL x �, TOW 42°-3" 38°-5 w BOTTOM c_7 TOW TOW 1 /4 w ` 3 I • PER SECTION s R i 2-5 �a ® w �'O �• w ( - F A/S1 � , , a 3 STEP BARS 2 STEP w - „ @ , k TOW -- f 1, 3 11 TOW U ' 16 a.C. 2� 44 •- TOW TOF -� kr w 47-5 314 w 41-9 2 EXPANDED FOOTING " 44 1 5°0 X5°0X12 A/5-#5 } - - - - 42'-5 , �' /,"' —. BARS EACH WAY - 2°° TOW 2"INSU TION / = 1 EXPANDED FOOTING 41°-9 j PER ARCHLS 1_ R R R r ---- 4 6x4-6 x12 w/4 5 1'-8" 8" 8" x 6 - 8 4, P° TYPICAL �, BARS EACH WAY TOF 2-0 I GRADE 6p#5- -, yr� 2 a CL®SET —. —_—_. ® 1 " '- " BARS @ 16"O.C. r TOW FLOOR 37-4 - 3/4 1 0 - 4 O I i w FRAMING PER - 42'-5" 2"-81 4°11°' �3 2 4 — SECTION N/S4 f4 _ 7 f8,t 7.8 FOOTING PAD SLAB PER PLAN EXPANDED FOOTING 6'-0"x6'-0"x1'-4"`v/ SIM. 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TOP OF SLAB ! 48 STEP BFI EXPANSION MATERIAL AROUND M 37-4",.k TO #4 DOWELS TOP PERIMETER 37 8" PERIMETER / ui 5 .-..,., QUO .....'. b- r @ 24"a.c. j fl T I-11 X111 CD x x 8 1- 11_ =I-1 - = STEP 9 °° LL Ill T _{ {_ r EXPANDED FOOTING EXPANDED FOOTING: 381-516 I.I 1 1=111 I I 1-1 5'-0"x5'-0"x12"w/5-#5 4'-0'°x9'-0'x12"w/#5 " 2°-0" TOP OF SLAB STEP BARS EACH WAY BARS 12"o.c.BOTH . C®NT. e e® 4"DIA. PERIMETER . .r TOF WAYS 2 #5 BARS a E . $ EQ. O ,_ R J Uj le ® ® . D IN WIrH GRAVEL 2'-6'° 1 48 8 NOTCH FNDN. / IN 16 WIDE 2"INSULATION " 48 8 AS REf�'D FOR A > W FOOTING or 3-#5 ARCH'LS le e • PER SOILS REPORT TOW W x , PER ARCH LS 1-4 or 2-0 PER P N 47°^5 3/4R ; 12x50 48 1 �' BARS CONT. IN 24" TYPICAL STEP �4 TOF TOW WIDE FOOTING EQ. 8 EQ. 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BASE PLATE- DIA.x 4"HEADED ; �,,''' � ;' ? r 1/2"x6"x1'-10"w/ ANCHOR STUDS 2-1/2 DIA.ANCHOR WELDED TO e TOW TOW STE N 10x22 EQ. 1 .1 Q, W 12x5p P-R BOLTS - BOTTOM / 49'-01/2" STEP TOW N STEP 54'-0" TOW TOW " PER PLAN P N TOW 47-81/2. TOW 52-4 7/8 Q V 52 ,�'� , ® ,® 6' 16'-0" 4 9 /: N - 1-0 — - --- --- - J ?f " p 2'^ " 20'-8'° 1 T-0" -_ 13-x2 yf �— AUG 02 2012 a. , / - M 5T-5" t; J L / , 1/4 ` 1_ „ 1 r i �- TS 4x4x1/4 D- 1,-4 2. 4• 4n 2e. — PER PLAN _ 2" 7y° 4n / -- N e 2 AA A !A x i' 74 -8"=100°-0"ON ARCHITECTURAL DRAW / - NORTH cd — a 48 — °cv% x �e� -_ o + - An cv Ian } °N �!• ° r N _ x 21® 7�2 { 2/2 ® o lib " ". BASE PLATE BASE PLATE 1/2 x BASE PLATE , R n 1_ n 1/2 x5 x1-4 w/ 1-p 0' 11 1/2"x 1 0 w/' E 1x12 x1 0 w/ " - - - 2-1 2 DIA.ANCHOR 4-1/2"DIA. / � , .. , / TS 4x4xl/4 -- � 2-1/2°°DIA.ANCHOR TS 5x5x1/4 ANCHOR BOLTS BOLTS PER PLAN _ BOLTS A Al PER PLAN ' .. 3/4 - 1 0 1 3/4"= '-0'° 3/4" BA HANGERS 3/4"PLYWOOD o`. c%j LO 2 2X PLATE CM.co 47'-8"or 52' 8" - — .® 00 WALL PANELS 3r - --- - -- -.- - - TOP OF STEEL I� PER TIMBER 1/2"DIA.ANCHOR cy PACKAGE BOLTS @ 36"o.c. 54'-0'° 2-#5 BARS CONT. ® DEPTH OF WALL PANELS - TOP AND BOTTOM --- STEEL BEAM PER TIMBER PACKAGE W 12x50 or W 12x72 FRAMING PER ® . PER PLAN PLAN 2-#5 BARS CONT. n 1/2"DIA.ANCHOR : ter., 0 TOP AND BOTTOM BOLTS @ 36 o.c. 2n 4,r 2n 0 _ ,- L cu ,' 3/4 - 1-0 O p SLAB PER 4 BARS -- - .. U 49'-0 1/2" " PLAN 16 o.c. 1 TOP OF DECKING • 52'-8 3/4" 1. #4 DOWELS.@ - - - - EDGE OF - - ; - <. Q > r. 8 MIN - „ - _ - CANTILEVER - - .... .. _. . 48-8 SLOPING 12 o.c. " 2-0 V 1 4 14 STONE VENEER L L 3t x TO 48-4 1/2 -11-1-- I1 611 FIREPLACE WALLS J I-t1 11 L - 1=� �.f n� '�✓ TOP F PATIO �Q !: r4 J ABOVE /� c�� `�aO 47`-6" �O °- 1 I__ -j _, 4 - 11. o .a 11-1 50-0 _ ® �, '° � �,ti a 4^ ; `11=1�1—T-�T_r _ T� I Q _— --- -- TOP OF PATIOS - fla -111= -1 ill °- - _ �, w 1-111 I11 SLAB PER PLAN f k, 4®'-6 t_jT�-1 I I=1 n rr n rr rr a r ��1-111 . - , 2-LVL 1 3!4 x 14 - - --------- -- - - �' C' - -, " •. ; 8,` F ;a X11 - _—.. -------... . --= a•� � - t='•' BALANCE OF FNDN. GRADE 60 5 I w 16 x 31 - —� ' BARS 12°'o.c. ', i - _-_ _.___.._. _____..---._..-. __-- --Q____._._ ____ PER SECTION G/S2 @ . -� + Wit a -- 48-8 SLOPING 4 BARS EDGE OF 1,`° f ng 2-LVL 13/4 x_1 CANTILEVER I ,�� TO 48'-41/2" 16"o.c. �u ---- 5-0 IL ji DETAIL H 'Nt ® 1 STEP y�'cnk C /2- 1.134x14 r r O I yam` ------- - G f 14' CI 6000 x O O n 't � I D -- -- 2-LVL 13/4 x '14 -- n— r� vv — _ I _ _ _ @ 16"o.(. cry ('+7 — _... ['BA'1 ., ® _..: _ _._....._ —� _ _ 2 3/4 - 1-0 - — �-111=11_I-_til=a -111=111; ;y+ I HANGERS -' '11=111-11 =VI II J _(�j�il =�a11 i_I�1 x PICAL O v I _1_11-111-11 I J �° - -- --_-_- _ - �_111 i-111+=��--- --111 T-`=11=1 • " � . .R f -I 11 ►11 j j _l i_I _ `: f - r_ 14" BCf 6 OQ @ 1 O.C. - - — 1 -III=111= T=�_`I111�111�I I f "BA"HANGERS "BA" i 1-111--II _111- �-I I HANGERS - _- f F -11 ai_I ill i > I - #4 DOWELS @ BI 11 2 1=� - 11 T` J ® • --- -J 4x4xl/4 x 0'-9 1/2" ® TYPICAL n - FOOTING LOCATION AT. 2 8 111=111 1- - - _ - . d.I P , f WELDED TO BOTH _ 24 o.c: 111 II �; ® -- - 21_®11 SECTION Irs2 sIM. T�II_=— _ =11=L`L!!.1► f MEMBERS w14-s 1/2` 2-0 1/4"FILLET WELDS -I1=111. ® TOP OF YW OD p — • • REQUIRED ca e1 _._..__........... ......._._............ ......_....... .. . .. .__.._ _T,__,_ .._ --____ .__.:........ ._._..----- ...,......: - ._...r.. ....;.. __.-_....__. _.__ .......—. ._. 48-4112, 1_g $11 2°-6• \ 52-8 h , x • BA HAN ER8 to 47'-81/2" a u � ® 12 u vw� x u u72u u • ®I • j�-IIL- - I u rr n o Tr 8 S ---- =_ I -II_I=T-,1 t-hl-I,1_ �=1 1=11�.!I �� yT_ r l 11 ll I _ I } +�� " i " I !� _ ELI 1 = 1 1 1►i � .• • _- +, -1 --Ill I e*9 ca TOP OF PLYWOOD II 2 uti � � r �, .471-81r T111�111- 2-#5 BARS CONT. n n ®, SLAB PER -' - GRADE 60 5 rr � 14 CI 6000 @ 1 0. . ,®f ap l• � -- X cy TOP AND BOTTOM cv PLAN DOWELS @ 12 O.C. GRADE 60 5 J 2 rt f S S I ' m 4 3-0 BARS 12 o.c. " 6 s 4 BARS @ ._.... f �+ r I _ r _.. ----- - / �^ TOP OF SLAB /, ` P� #4 DOWELS #4 BARS @ P t� __- - R -- �, 4a'-e° 0 @ 24 O.C. 16 o.c. � 7- 5 BARS ry`�' • • r 1, _ Ci®NT. .- V 21-0-1 44-8 3°-9 3/411 cs I `t —V f 8n - COMPACTED - V-2 1/4 »� __� o • • N • FILL STEP - -, uj 4-#5BEE - - BARS°' • i • r CUD CONT. _7774: uj \ 11 8' 1101 Uj 4"DIA. PERIMETER n rr n - �+®� ` 2 0 . $ 4 3-8" TOP OF PLYWOOD tU DRAIN WITH GRAVEL e - 2°-6" 48-101!4 01 O QO PER SOILS REPORT 61.8 E _ + loft 4"DIA. PEMETE \.._: DRAIN T DETAIL I F GRAVEL P SOILS REPORT rG TAIL BENJ TOP OF PATIO 3/4 V-0" CD to jI _ + + l r + A. LO 2" 611 J - 1/2"PLYWOOD PER r MASTER & MAIN LEVEL FRAMING 2x6 @16"ac. E 2 cm XTERIOR i SHEATHING SPECS is a 11 �. C14 WALL PANELS MASTER AND MAIN LEVEL DESIGNED TO ACCOMMODATE 1/ °- _ CV PER TIMBER 1 1/2"CONCRETE TOPPING AND 3/4"WOOD FLOOR. _ 1r2 DIA:aNGNOR _ - 3 PACKAGE n BOLTS 36"oc. TOP OF$LAB - SHADED AREA DENOTES OVERF MING. LU 112 DIA.ANCHOR 3 " _ 48°-41!2" 1 "PLYWOOD IN SH RIWALL PER.EXTERIOR SHEATHING NOTES. SLAB PER BOLTS 36 o.c. ` DENOTES t2 _ OO 1 ERIOR EA @ SLAB PER 2-#5 ARS CONT: �;- PLAN + + + r y _..._._..._.._... ._......: ....._.. -------------- . _. .:. _._._. .:...: .__.. _..- ._...-- . ---- PLAN TOP AND BOTTOM f._ -- ..........._ N r DRIVEWAY 2v- 481-8" 1 B 48'-8"SLOPING a 48-41!2 ® ® 8"MIN. TO 48'-41x2" • • IN. j eu'A� 0 'Vail:MEWED FOR E IT_I _ _111=111. I l I ►_ _ =-111 - I=-I I__ _ _1 T - _ = _.. :.. ;m � 11_1 I_LG-_ =111 -1_ -1 =111 11 ll 1 _ _lI1 _111 11_1 -- =I� I ! B I - - �[ r� `` .._- \.. .� . 4 2- 5 BARS ��--1 I �" ,._; Code w #4 BARS @ NT.TOP AND 4 BARS 16"o.c. ; #4 BARS @ @ - B , ; A ; 24"o.c C® /e PL.A TS COL. PL.AND BOTTOM 16 o.c. • 1/2"WEB TS COL, 1 WALL PANELS STIFFNER BOTH F MNG PER TI #4 DOWELS @ SIDES OF WEB. PER FLAN #4 DOWELS @ 16 o.c. PACKAGE ,, t 24 o.c. r, 2'-0" 12x50 STEEL f 2 ® STEEL BEAM PER Q P P PLAN J L° 3 SIDES - 521®8®1 --- �... . . .�. .�;. .._. .. 38'-5'° #4 BARS ® ° 4°-8"or 41°-61 2'° TYR ry % @ 1/8 3/4° 3- 5 BARS 16"o.c. - n 1/ BEARING CONT. ® ® 114 4" ®- ,® • ' • 4-#5B S • r " n PLATE 1 2 CONT. 1/4 4 112"BEARING TS 5xx1/4- ®I. 114" 4 Jok a PLATE P PLAN 11 to " .. n - / EQ. 8 EQ. 11" 11" n n 1/4 " n er - -„ - - 4 DIA. PERIMETER 4 DIA. PERIMETER 1/4 4 1 1 TS 4x4x1/4 51'-3 3/ _ " rl PER PLAN t DRAIN WITH GRAVEL 1 11 DRAIN Vti'ITH GRAVEL @ i 2 6 P 518 DIA. M.B. 24 `�_._--� PER SOILS REPORT PER SOLS REPORT n 1 to 1l°' 2y2-2�" o.c.STAGGERED ` .v 1/4 2/2 ,2 CONT. 2x PLATE W 16x31 PER , to PLAN 111 Nom MIN!! rE S2 � OF 5 3/4" S2 ru 3/4" 1'-01, 3/4"= 11-01' 314"= V-0®' e - i`- N Ln CD co CD N r n CA CO ^ d' p ca cm EDGE OF 0 LOWER ROOF 6 ti ?A—, O "TF �O TF 0 O+Oi HANGER OAR k, HANGER it fi-FT gyp, �Q . �O GL 24H C� 4' . 180 x .400 G' P x 22 I ; F. - + + 0 4, f �.---1 IS C24 1 0 x 120 GL 24H P 160 x 280 clq t 4. per 4" ,,�'• - � C24 160 x 120 4, -■ , cl O + - irrRpc m1 ® 3-SIDED FIREPLACE HUNG 00 �t M w• d. FROM CEILING ABOVE cv " I C24.` 101) x 80 24 .c. O � _ � I (SCREW ALL FRA NG} .are o + z � SHEATH WITH 1/2rr WALL PANELS - M C',o O � s v i I PLYWOOD ALL SIDS C,`U k. C�`1' I I ^- AND-AN CR E-- - PER TIMBER o� - - INTERIOR DRAWIN FOR PACKAGE r_ .e x c ----- ! LOCATIONS OF 2°° TONE 54 0 @} r cm 1 ; VENEER. �-f �■ 1/2 DIA. WALL PANELS �O® ® 52 8 co °o J ( I m TOP OF PLYWOOD ANCHOR BOLTS -�_ PER TIMBER �, I a �O 36"o.c. PAC E 57°.g^ cry �o @ x _ — --_ ----- �, ! ry o It a O' { i I■ O® ® �° N HANGER 0 ® J 6'® ®� ® _ GL 24H '� 180 x Q' 2-GL 24H 60x300 LUS FLIT H PLAT 20x280 ON #4 BARS 16"o.c. FRAMING PER. . _ _. _ ----- _-- - - i 1------------ - - ---- ....... _..... -- - -- - - - ---- - - _. ca.- G P \j PLAN • ®+ 60 1�® 2-GL 24H 60x30 PLUS FLIT H PLATE 15x2$0 O 2-#5 BARS �0 °� .;.I Ox o or �O I CONY.TOP AND 2x6 16°o.c. 1/ " L OD ti p ; - @ �� SHEATHING PER Cs`�' e° �' 4 s s I" a a� , BOTTOM ® c°v `� ur Q EXTERIOR \ \\ �,I �- er rr ,% 0 I S3 SHEATHING SPECS. :. \ ■� TF Q -- — — ■ AP 4 DOWELS @ 1/2"DIA.ANCHOR ° —— _ .� .: f x I 'TF,@ f HANGER U (1 E ' 12"o.c. r re re - - - ® HANGER 8r2 o rr 50-V BOLTS @ 36 o.c. i - - O Cl � 2°® PLAN I I E 6 ui uJ 2°-®" ® -' "� �. Q c9 2 7�Q cad' xr&�------ - _ _ GL 24H 180 x 440 --- _- --- _ - r 2- 5 BARS - --- --— - -� _— ------- — CONT.TOP AND \__, ' °irr 1r n n n N BOTTOM I QP f�l UryO' O O TO P OF PL O D Z®yi1'�0 -� `i�`� cn IIII_ Lu 0 . VV=L1= x G .� �, I 1 ui r_ " GRADE 60#5 k--� lIt N ® M �' 47 8 BARS 12"o.c. —'1`=1�' I 4 FIELD o f=1 ® FRAMING FOR y GL 2 60 x 00 24"o.c. 1=11_1- —i=III 2" U WALL-HUNG 1=111 «ill- il_ _III-1 I TOILET ° LU w 111 1 _I L-�I1 BARS 16 o.c. o w tio°-� ^o° =1�1—_T 1111 III--II�i = I �° o+ C24 1 0x12a m � N �� tit U ,111 111 _ G H 160 20 GL 24H 60 x 24 GL 24H 16 60 0. II=1T —i GL 24H 80 x 200 I �` �ry G a4H 1 x240 r. ._\ FRAMING PER i=1 - 11� 'i ■ ■ ■ ■ 1 .. u _ _ 1 -- -- -- ___ =, c+� PLAN 1�111 11�1�.=-1 ,r `.,,__�.� SEE SHEET s4 � ° o° o 0 0 0 0 °® 1�1 DOWELS 1 o.c. K Co ll_I-1I_I= � 111=11 - 3'-0°° �'°�` Oo+ moo°+ °°bt t ti� z 1'-0" ® U G tZ Ca Ca r4 G {y U cn 1 " to GRADE 60#5 . ° REC IMED 6x6 24 O.C. BARS @ 12"o.c: - 6px E 60#5 BARS SLAB PER 2 REC I 8 x 12 CON INUOUS { co • PLAN 12"o.C: AIK 42 04 a J a ,� F- ¢ G N ® tg ® ryry�V c, J co co }C p w0 N r EDGE OF DECK ` N �/� ® O x =v w �A/IR w 8" 2 V1=111_11_ - - TREADS TO BE RECLAIMED 4x6 LEDGER W/ /4 r 2 T' -111-1 c4 co RECLAIMED Cy DIA.LAG BOLTS 24"o.c. . w w 3x12s COUNTERSUNK AND PLUGGED GL 24H 160 x 530 ■ 16® g0 ■ BARS 16"o.c. O ■ ■ IlEm #4 rr ^ ^ 1'-8" 4 DA. PERIMETER p_...- — �;'o o — 6-#5 BARS 8 8 �ti t l � o ga 11 11 N WITH GRAVEL G + CONT. ® <- 3L. ��. (J� x�-.,:;r ® PERSOILS REPORT p, z d o �� I 3-0 c,� N v ti N _ J EDGE OF �. 0 M P L� A6 Cry 4 U LOWER ROOF �:�° _. cv _ J �x . . . _. ,/" . n. 4■_ 1r Orr \ ;" � w / - GRADE 60#5 -_- DOWELS 12 o.c. ` co @ e FRAMING PER W 1 PLAN (A 3'-0 _.. 5 FRAMING PER ` P 12 1-1-®" E E .. MEMBER SIZES SHOWN IN MILLIMETERS FOR FABRICATION-SEE TIMBER �: ® ®® '� __ SLAB PER PLAN o 114 1 - LU PACKAGE SHOP DRAWINGS, - GRADE 60 5 - '„°-- " DENOTES 1/2"PLYWOOD INTERIOR SHEAR WALL PER EXTERIOR SHEATHING NOTES. - BARS @ 12 o.c. 2-GL 24H 60x300 PLUS'- - - � CROSS HATCHED AREA DENOTES WALL PANELS PER _ -37'—B" FLITCH PLATE \ N °cv TIMBER PACKAGE. .— a . .. ..� r ■ THICKNESS PER PLAN : E w 37-4 w/20mm BOLTS E - N UPPER LEVEL 1 DESIGNED TO ACCOMMODATE 1 1!2" — 11 OLD 0 �2 400mm O.C. co CONCRETE PLUS 3/4'°WOOD FLOOR, r o r 1_^ rr SHADED AREAS DENOTE OVERF MIND. _, 13 4 7/8 ( 13% 10, �f ee LVL 1 314 x 1/ ee 5/8 I& 24 o.c. T1� 105/ GL 24 180 60 STAGGERED BOTH - er er �t 11 1� 55 11 T = -r E EACH SIDE OF PER N SIDES E 4-#4 BARS �j_-111 =11= FLITCH PLATE E BEAM w/5/8 DIA. CONY. THICKNESS MAY BE ,n M.B.@ 24 o.c. W 10x22 00) 1'-0" 1°-0" 1'-p°'` � 4"DIA. PERIMETER _ STAGGERED TOP « WHOLE OR BUILT-UP PER PLAN .. 31-011 DRAIN WITH GRAVEL i D BOTTOM 3-® PER SOILS REPORTV V DETAIL DETAIL Q DETAIL Q )I DETAIL J rK r 1 1/2'= -0 : a t . e , .µa CSI ttCO $ • W CO CD CD 1� 0 - • CO 0 O 0 A ° Cd RECLAIMED 6X12 STRINGERS WITH t . RECLAIMED 3x12 TREADS PAVERS PER V » � , ARCH LS a f 52'-4 7/8" Ah 1=I14=11H�i=hilt II�Ii_I_i11-=-�11 =- - t-.111=111=111-- _ - 11111 i 1 I--Il111=�t e =1 =111 1_1=111-1 ,® E „ 1 3 SIDES 1/2" ,IV1t11=111=111111 IIIITIi11111=111—_,11 t STIFFE BOTH --- - _11111 111111=-111 t� TYPICAL/ 1/8 a S3 SIDES OF WEB x ti� o®+ #5 BARS 16°'o.c. o ® G C24160x120 G� C24160x120 G� t><� - ----. `. r 55'-11n Gry ------ _ EXILLED 6 INTO e - .. - ` ISTiNG A GROUTED w/NON-SHRINK EPDXY. n rt EDGE OF ry 1/4 1/4 UPPER ROOF - W 10x22 PER PLAN I C24160x120 411 1 q 1 n 11 rr � n � 11 1 rr 10/8 `2 10-9 VERIFY WITH ARCHES �2 10/8 �6 ®m UJI tx h�+ v es 5 BARS @ 0 16"ox. 00 L.J co (Y _� Q - --- Cn 2 k UJ FOUNDATION °° PER PLAN #5 DOWELS ® _ 16"o.c. r n �� 1®X22 2-6 CD 13 N W- PER PLAN x EDGE OF ®F 1 _ UPPER ROOF 10 2- 5 BARS _ t CONT,TOP AND BOTTOM 3/4"MAXIMUM NON-SHRINK GROUT TYPICAL ALL BASE O N PLATES e . C11 -° ® ' 1 4 � ca c� 44-8 0 c t a� o+ _ 47'-5 3/4 0 " ;p a aa; ep,a'.a• e . < - d,. a. . .e a ® a s a d.• e is---- J r ' h 't' — — — P! -------', o C24 166x120 d C24 6Qx12Q 16 0 2 0 f RE ,.4a 1 2 4 e ® � (► ® O - . 4, a .a :. `a.'•d, ac ' ®•'. �ta'�� .� - .w . - n 8" cad G� . - C7 4" DiA. PERIMETER - ' - - - : a n DRAIN w/GRAVEL 2-0 JW n .r PER SOILS REPORT. rJ FRAME ELEVATION 1/2 1 0 - - - 4 V LO " .. - t:NI { CM Co -_ 3/4 n 1 i s r-0 n STRUCTURAL SPECIFICATIONS - l l Foundation design at~ec open cal 1m esttS,tio n ,Jc #.QS-1 7 as 7), Structural stec1 shall hr.ASTs A3 6 o r better e.co+] V icic flangcs shat[be A992 I6 All.strrctuzal members are shown in their fugal positions properly y tracad and su 1- 2 dated y .Deccniher or better, i columns nested n laiis as i e nt manu.tl.as INS s t�and which. ported;during construction at may h�:necessary to retie r�r►I x siavn.portions cal UPPER ROOF PLAN prepared byKOECHLI IN CO NS'U.i.I"lNtx.i..1�ICill�T.lx]t5,.Il`TC. c d ,pipe { o la p p < ) S } � S Installation of 4rimoter drains and site irrigation.to conform with soils 5ltatt conform to A4�A500,�m€dc 0 I 12 kst3 or better,tube stwye!columns eta structure t�]xtic other portions are ia`tnL ciaaastruct�da €cantact the czs �ncer tear - ro • > t T.S.• <s S Y w i h:s al:l x nsu taUc?nasxectured. MEMBER SIZES SHOWN iN MILLIMETERS FOR 1, 7 rx port,field test drains before backf.illrnl, .Al.t#.aotans s tiro to bear upon natitrail (noted on plans as]S«in manual.a 1t S rectangular or uluare} It a h tx o 1 1 undisturbed sailor corlipacted structural fill as approved by rite>xnoiis engineer, A500 Carddc:B (F -46 ksr or better.anchor#xalta and bolts sin,It tae,tt3117 or bet- 1.7 CIc«r!€ani Cctfatrtctor as rcsrKinsible for all,non-s "ct.lied connections,oont:tct cn i- FABRICATION SEE TIMBER PACKAGE SHOP DRAWINGS. Soils cat tni.er to ins.ect lsasenteitt azcai for radon Asa .lnsta.11 r°«ialoit Sas s3stem ter. All structural Steel i5 to be det<arlccl,fabricated,painted and erected in actor xteaar.faar details as required, �'he cn�inecr is to appmz c all siructttzati.:�utastituttcins. - -CROSS HATCHED AREA DENOTES WALL PANELS PER iM p p , t beneath concrete slabs when required b`the sisals ena€Weer:.Subritit.copy ttl'rc- dance oath,AI;C�STTI.ts'I,CONSTRUCTION a��lAlrlt3A].aa_At?5 and C'i�l3l:;CJf' l It1I'lotzr framing and concrete basement stabs must be scant late_and in place prior to�l 3' ,.. p} a p l , .>p TIMBER PACKAGE. S l'ANDARI)PR AC"i'1CH. All wielding to be c?t ned b a.certifled eve der and backfillin cured foundation wall unless adequate temporary shoring is in lace. part to engineer. � � Y , t � � el � la � . CNI 2 All foundation around perimeter of structure shall Race►nanrmtun.frc>sfi protection conform to A15C and A1k5 ST�LC'l'I3I{A1_'17C€.,C3.ltwlCr C=O.€�}s,20]711;,a3.1 c�lcc� l c?k Ctcaxertl Contra, is to coordinate all diaphragm ilcirati0aiy(t.�,«chimneys, . .. .ro M . . ,_.K ,. 4 . i t av with - taf 4ts to itottcam.of footing, �'4#€.fouttdatican.waifs and column,+U.i he oentored on recedes to lee l„1;'70�''X. Grout beneath.all base;plates and tx.a 1�ari.n�,plates fsitttn'baq�seu��,�.tc.)thrau�h.ilcacaa�,,a�tlls..txaofs and foundation >iIts xh ailr CD - . ' a , concrete footings sinless sltovon othenvise on plans, shall be non shrink cpcat;r with.n ini.murn_S day cortapr€�ssi3c strength of 5000 propriate aura-c ontratctors. General C ontractor.is responsible fox ilti roans.zn�tla 3) All cast in,place concrete must be matte wi th Portland cement and attain mini- psi. All Trubolt Wedge Anchors to le install>d acccrclin to manu.facturcr s ods tcclitit tics, ueitc�s occdures t�orl ananshi seasott tl scltr.duliit'and J - nttan compressive strengt#t.of 3Q00 Issr after 28 days(minittturn compressive specifications and details. .,#rite-site safer}a5aatcci�.ith.hi,.prc,Ies.t, The Gential Contractor i5 to verify all _ strength of i t.tt psi after 2g caw for concrte,used in slabs)a Desi a basad upon l) 13t .c mid Versa lams u.sed for main level framing{tea#L}are as ni.nuf acttred b� dimensions and elerattsn%with the a rcliteeturat d ravtnls, tctm ettteer cf a il T L{1C1 fi 1�J"C1 CA)b.CORPORATION;N,s o e 51mp drawings and inaufact1t €131:�C CODE �lQlllel�4r��3 t 31 It�INi7CCF�C3�Cta ntt�,r conflicts and.omissions trt v�i various cleancrts of tlu working dra%Vha&-'and + n- 318),1%)9. C;oncrete placement to conform with Construction Re uirLments as standard detaffi% All built up Vcisalam beams must be glued with PL400 and . the a-is oondittttns prior to commeming with that portion of the pwjf t. defined"i AC1315. All Concrete slabs on grade rntst be provided control l(scored nailed with a rows r`f i 1&d spikes r.3 oc. Vc rsal i deeper than l 17l8 must 2Q)111 materials exposed to exterior and or3noist re conditions shalt be treated for or cut)to accordance with stlls report. All exposed ri ,ess ofccrn`rcte s hf l have be bolted t o�.ihcr wt h? � 5!8 ttanic t cr bttf4 v# t c dr 4 8 oc staggered. these conditions i.e.,osenzic.l.treatment,staining,painting.dam proofing,men .- F- r q, _ l s ., r 1 eharnfer, C"oncrefe work shall trot have an horitnntal void oinu unless an- .Nletal X-bracintz re uired at.ti»0 oe in atll dia hraginsa All alternates tot be re hennas,fta3sIun ,etc,}pis aired lx tl cools.All materiials to lee treated or protec,°ted i i. I �` 9 p b y tneer, .ftx firoiustst<n c_c_ as requite d b}ccde,tbod.ed by the cn nicer. Field coordinate ait vertical ColdIotnts with strncttayl viewed and approved by the cng REVIEWED� cnginctr,t~is contsnuou> cortical water 5tnp at all ulliorntsa 9) SItc�tk .fItt r:�vatt 3/f ] and Cpty�otd�ilh ninrm�ispan utanw of QQ,r.-( or 2]} 'rcfcatc i ttobe t and wall pa ne l stekage&s.prepmed and installed ky the tit- 4) tetnloretnga,t4el Grade 40 for#4 and 05 bars,spcaaitd ff5 bars airs better and flue 4oith i rUJ, NntI plywood with IQd @ G oc o a ll3oists.field be r %all znc].maitttfactun:r. Shop drawings to be prepared } tanuitctituz ice- d • •., � Cie ide Fitt(sere sections). All welded wire fabric must oontortii to AST?at At 85a . coordutx`ite serer option, view and .pprot ed by the architect; eit�inrcr<tttd�cnct it contractor prior to W 7 � , • y ^ 5 $rig pr�aa j)g® placement s as l confo to.lA�t.�tl.a fJl�STANDARD Al!TI3{tR17 P.RAC l#3 Shc«tth rtattfs w7th.3�'4 1 weatxl with nzrnimunt.span aartin of Q t3 or bt tit ra fatazrcatioW, All framing membt rs to lac C'24 finger-jointed cr otnle;l scaled construction]ion Reinforcement l i tart. ) p Y p b S t_ J l.:€LI; 2001 as prepared by C,ItS]: Al[lap splices to be ntutrmuin 36 bar denote- Nail plywood tivitlt 10d,ut,fi oc to all rafters. lumber as defined by the"Catalogue of Building NiatcriKrts and.C.oittptaiaeitfs as y _ +. i n. ter.all.hod7ontal reinforcement to be continuous around corncm and tit wall in 11)She�7th all exterior alerts tteiesry the-main level with � l��cnud with ruin:inauan re.ared the.Austrian Standards ltkrtttfute dated 2001, All Glued Laminated p. p P By- tersections. l4finiittitni tz.infctro'a..inent prcalt^ciican span ratiWl,cif 241tJ tsr bettor.. flail with Sd.:<r,ft sac to all studs. "t'tntbcr to be CiI.,24h ar dcl'rncd by the C:atalol,ut. of Building Ntaterfals antic] ;. ,�„,i®pY�°ca a -concrete pouted against earth 3 12)Live e loads used for desi�it. Coittponents as.prepared b1 the Austrian Standards Institute dated 2000 �i aril .ctacne pourcti.in farina 2 ltocif ftQ psf5ntas�plate ASCI,7 drift -concrete over living roorrt. panels are constructed with z,$ CJSIi on the interior face and :S 1TJb tin tlzc _Concrete slabs 1. Tlcxtr 50'psf.residen#iatl, ctitcrior.fatcc. luiatttfacturris.respnisaitale for all connections atnd settling detii. 5 All ltinrbcr below the inarn love[shall be Doti>-1 it rr2 S4S i tr twitter,all wolman- -Dock- sf: -t.ro�'ide species and grade a edrication,and pictabricatcd construction documenta- ir-.cti lumber shall b�Hem-Fir it,>2 44S or]setter ail lumber within t R of finish -Wind-90 mph 3 second ust,Lx stirs.3. titan:as required by the building official, , { p ( }. ct h arhyuakt lot 4-1BCrude or in ccntaet with concrete oust be molmanira d}, Provide solid blocking,at -I: ,,}.luraisa one sit of sh>{ and erection cncgtn s for reinforcing steel,s€ructurti K,-i„on center a n all diaphra;ts All caiuntns lobe continutus bcarttg to totn- l3}All construction ntast erinpLy with the,2009 international Building Code as steel.pint fibracated wood joists and Mucc-1r,tnatod timber to the engineer for °- Window , . . ” °:. adopted a > tax t V : �Department and ,""General.Conditions of rcvaety and approval,prior fabrication,czlten she drautii arc. .rc ar,zt la rite dation> L�iWtictev column:,spc>ct6t:tf.can plan."re irammaar� .tt t pied the Tt n c f ail F3uitdin�lkpartt tent a the. C'cne al t pp ,.p p �., p p � y, } appropriate subcontratctor, 6) Glulam materials,manufactur and qualatl ccitttcil.sl:all cottfoxiit to ts7Cc51V13A1t1? the C"oaitraet.for Crssnstruct.iort {ft1A t3ncttitiettt r�2t31}, Alt i artstructian iriust be pprop .. 4 !a r £ m w b .tali in> af3i S l rctS'c Fns €acs 511..C.Ik1C}ti.i it31e5.]�U12 S'l:Itl.�"1'i3K�'1;1,Ci1.Ul?:D IarSat!fla�tt.l'bD`1xE=il3ls"lZ Ul= corn leta:d�vlt#tin.ilia rciteraitc�s dcrlbed in t#t4"Residential Construction per- 233 5pt;cial iitspectioW to he completed �It. d_ €,t _c s ,pp d .fx,c it p , , ,� 117-2004 , r • r• r N' agency for structural steel construction and sails information, Iiis action re arts � SCJi°1'1t<C3CJl:J SPI<C"IiS.Ai°i'C: artd'i'1�h+ll�l.<ll;+C.t:i,'�S7TtCfC".l`tCJ?� S'zamtitnc.e Guidelines'as prepared by rho.FvATft}� A.I<o�SSC)CIA71t'fhl+Ul" � c3' t'c try edition),. . ., ` 4 1 y r - l: ♦ to be prepared in.acXordance with 1130 Chapter 17 on a roved ferns,veAr yin r MANUAL 45 edition)as prepared b .Al I'C.a Simple span brain, shall be Con HOME BI Jll.l7.TtS. p pa 1?t pp 3 � �. t .. • - • - ewiht i s submitted t. uid' o bination Symbol 24.1»14 with no carnbc ra Continuous or cantiteti reed.beams shall 34)Construct walls its follows- Gcantlalianc vet on�traiet on document and be ulam tic d o ti,F#s l trig official 2 , camber. _, , . .. r v' be Combination syztibol. 4I-ilti atizth no Calulam caiurnria ali.atl hectnx- _l%xterror(kelcnv .ttii leap l}2xG fcr<f fi M. Erie rer ie�t and approval,ettp ink the ot�.tter_ cati.tniaticter need c ne iiaccr, _ i @r ,« a _ bntatioit S-tittaol,3, Adhesives shall aaotifariit to the requirements for xc�ct condi- -.1.<xtcrior(above ttaarn level faiaricated 2 ,�£t x ti l�,.cr 24 cac airicis, Gcttirdiitrate tncpectaiaWS with gencr<tl contractor sea that special,tn,,peefac-tns can.be 3 ,i _ v ,_. l?i e p periodic rather than Coanttnucati~s. riaits of:ser ice, .Lxrcritar ttnprotectcd use Glularns to Alaska Yellow Cedar. Interior 2x4 f 1� oc>unless noted othorwisc: 1:5)All beams,jois`#s,and rafters are to bear upon u al#s or bt erns«or 1a .lion with SINIPSON Stroh `1 ie ltrin a is or approve equals. ............. r -----