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HomeMy WebLinkAboutB06-0081 PLANSi 9 n H f P i ° 18 .✓ Z J t t4.2O Qj �QQ. � S8 97 � O 6 Nfx 1 tl 00 � � /1 y �o SCALE: 1° =30•© \ 0 5 101520 40 60 80 100 ' ! NOTES: ` \ DISTANCES WITHOUT BEARINGS ARE PERPENDICULAR \ TO PROPERTY LINE (EXCEPT FOR DISTANCES BETWEEN BUILDINGS ) NUMBERS ON BUILDINGS INDICATE UNIT NUMBERS, (BUILDING DIMENSIONS SHOWN ON SHEETS 3,4 AND 5) ELEVATIONS BASED ON U.S.G•S. DATUM SHEET 1 of 5 96.75' 2 31,10' S 890 41'46"E 327.85' 3 1 Gore Range r' Eagles Nest 1 Yet I Primative 1 Area J:\ Vail ��aO T.5 S., . $ R.80W.F 6 th RM. I rim a Siive�rthorne Ilon y, servoi r 0) i midge I SCALE; 1= 4 mi APPROVE D n, Community Development Department Building Safety and inspection Services ' •.. f:.' = -. �aticncl Building CodOnfornational Residential Coda Vzf C,:7 C; ='7l?, The issuance or granting of a permit shall \not be const; u,d!).0 a permit for, cr an approval of, any violation of any of the previstcns of this code or of any other ordinance cf the Jurisdiction. permits presuming to give authority to violate cr cancel the �rowsions of this code or other ordinances of the jurisdiction ohali act be Vr�d. The issuance of a permit based on constrUcIlon doeU.';. -,Ms and othw data shO not prevent the building official from requijag tha correction at errors in the construction documents and other data, The Occupancy cruse of a structureevthsro in violation of this cod Proven! any Other ordinances of this jurisdiction. PLANS EXAMtNER: DATE. 3 DESCRIPTION OF LAND f A PART Or LOT I, BLOCK 2, VAIL VILLArE, TWELFTH riLI'I COUNTY Or EAnLE, STATE OC COLDrAfX), srORE PARTICULARLY DESCRiBEO AS rOLLrWS! Beginning at the Northeast Corner of said Lot I; thence 489 °24'13 "W, 42,85 feet to a roint on the Northerly Boundary of said Lot 1, which Is the TRUE POINT OF BlEriNNINr; thence S 0 °18114 "W, 188,12 feet to a roint on the "utherho, Boundary of Said Lot 1; thence N89 °41146 "W. 96,75 feet; thence S48 °28149 "W, 147,80 feet to a rolnt on a curve; thence 75.81 feet nlonn the arc of a curve to the left, said curve having a radius of 261.14 feet and a lonn chord N40 *49156 "W, 75,55 feet; thence `!5A °n9'13 "11. 60.n7 feet to a roint of curvature; thence 178,33 feet alono the arc of a curve to the left, said curve havfnn a radius of 331,16 feet and a chord N73 °34150 "W, 176.18 feet to a point of curvature; thence 34.76 feet alone the arc of a curve to the rloht, said curve havfnn a radius of 25,00 feet and a chord N49°11'28 "W, 32.02 feet; thence N 9 019156 "W, 141.37 feet to the Northwesterly Corner of said Lot 1; thence S89 °2411111E, 534.12 feet nlonn the Northerly Boundary of said Lot i and alone the East -West Centerline of said Section 2 to the TRUE POINT Or BEr INNIVr, said cart con - taining 106,386,34 seuare foot or 2,442 Acres eroro or less. CERTIFICATE THIS MAP HAS BEEN FILED FOR T1IE PURM)SE STATED IN TIIE CONDOMINIUM DECLARATION rOR THE BOOTH FALLS Fx)UNTIIN HOMES, VAIL, COLORADO, FILED ON 19 RECEPTION 40, j � AND RECORDED IN ti?')K AT PATES"�'� TtiROUrNO OF THE EAnLE COUNTY RECORDS, THE UIDERSIMED, A RErISTERED LAND SURVEYOR iN TIIE STATE Or COLOPADO, IIEREBY CERTIr1ES THAT (1) THIS CON(X1F41NIUIIII'FiAP SUBSTANTIALLY DEPICTS OR DESCRIIES THE LOCATION AND HOR12'kfTAL AND VERTICAL MEASUREMENTS Or THE BUILnfNr ON THE DESCRIBED LOT AND Or THE IJN ITS THERE, THE UNIT DESirNATIONS, THE Di'ircNS10NS Or THE UNITS. THE ELEVATIONS OF TiIE UNrINiSHED FLOORS ANO CEILiNrS AS CONSTRUCTED AND THE BUILDINr. NAi4E; (2) SUCH MAP WAS PaEPARED SUBSFr$ANT TO SUBSTANTIAL OrMPLETION Or THE UNITS AND iFiPROVE'"ENTS, (3) THE TIES ARE AS SIIDWN; (4) THE MEASURE14E14TS AS SHOWN ARE SUrriCIENT TO ENABLE AN ACCURATE RESURVEY TO THIS P^OPERTv. FEBRUARY 25, 1974 KpURICI N �G atC7. WtLLIA " rC AR COLO. o4.. 2404 sr e.;d SURVE;: 00 EArLE COUNTY CLERK AND RECORDER �IFOF CGL4RP THIS MAP WAS FILED felopsm9l 19>,(/, AS RECEPTION N0, �.2 � � £' l+fa /��� ( -sS-e 1,0 Pra I a %6Pa rie tad ®® 1,e FEE PAID: CLERK AND rECnRnER I Man C s", LIMS u i I!= t� REMOVE EX15T CMU FDN WALL AND GONG FT6- SHORE EX15T STRUCTURE AS REOD FOR NEW CON5TR iii u \ uI I\ -\ GENERAL DEMOLITION NOTES: I. ALL DEMOLITION WORK TO COMPLY WITH ALL CODE5, ORDINANCES, RULES, REGULATIONS ETC, AS REOD BY ALL AUTHORITIES HAVING JURISDICTION. 2. 60 TO COORDINATE NOISY AND /OR DISRUPTIVE DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK 5. GENERAL CONTRACTOR 15 TO FIELD VERIFY ALL EXIST CONDITIONS AND COORDINATE WITH ORIGINAL BUILDING DRAWINGS AND FIELD CONDITIONS. 4. GENERAL CONTRACTOR 15 TO FIELD VERIFY ALL EXI5ITNG PLUMBING, ELECTRICAL, ETC AND RELOCATE AS REOD FOR NEW CONSTRUCTION -GO IS TO NOTIFY OWNER 48 HOURS IN ADVANCE OF ANY SERVICE DISRUPTIONS. 5. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING INCLUDING DESIGN, INSTALLATION AND REMOVAL. /411._I� -011 NORTH GENERAL NOTES: 1. DIMENSIONS ARE FROM FACE OF DRYWALL TO FACE OF DRYWALL OR EXT SHEATHING UNLESS NOTED OTHERWISE -TYP 2. PROVIDE SOUND BATTS IN ALL PARTITIONS, FURRING FLOOR AND CEILING SPACES -TYP 5.. ALL INTERIOR PARTITIONS TO BE 2x4 WD STUDS w/ 5/8" TYPE 'X' GYP BD EACH SIDE UNLESS NOTED OTHERWISE �� EXIST WALL TO REMAIN EXIST WALL TO BE REMOVED NEW WALL GENERAL REGQUIREMENTS A. GENERAL I. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN ANY CONTRACT DOCUMENTS PRIOR TO THE START OF WORK. 2. IN THE EVENT OF ANY CONFLICTS BETWEEN THE DOCUMENTS, THE ITEM OF M05T OR GREATEST EXTENT OF WORK AS DETERMINED BY THE ARCHITECT SHALL APPLY AND BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST. S. ALL TRADES SHALL PERFORM THEIR WORK WITHIN THE RECOGNIZED STANDARDS OF THE APPLICABLE INDUSTRY. 4. ANY DEVIATION OR CHANGE IN THE WORK FROM THE CONTRACT DOCUMENTS WITHOUT PERMISSION OF THE ARCHITECT PLACES ALL RESPONSIBILITY FOR THE DEVIATION OR CHANGE ON THE CONTRACTOR. 5. THESE DOCUMENTS WERE PREPARED WITHOUT REGARD FOR THE DIVISION OF WORK AMONG TRADES. 6ENERAL CONTRACTOR I5 TO COORDINATE AND PROVIDE ALL WORK SHOWN ON THESE DOCUMENTS WITH ALL TRADES RE6ARDLE55 OF WHICH DRAWING WORK 15 SHOWN ON. 6. THIS PROJECT 15 GOVERNED BY THE 2005 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY THE TOWN of VAIL, COLORADO. THE DRAWINGS DO NOT ALLOW WORK THAT DOES NOT COMPLY WITH THESE CODES. GENERAL CONTRACTOR AND H15 SUB- CONTRACTORS ARE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, ORDIANCE5, RULES REGULATIONS, ETC., BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANFD PAYING FOR ALL REQUIRED PERMITS. 4 t I f i i i I i 2 I ! Fri !u i ! -m I 'r I I m I I6'- 103/4" -FIELD VERIFY -MATCH EXI5T 7 " all 61_33411 47/8 4 -O 4 /8 5' -IV411 _r . _ __ _._ __ __.. p_ .__ UP DOWEL NEW GONG SLAB INTO EXIST w/ #4x8" BARS ® 24" OC O 1 O } — l *'4 11 :4\ l 0 UNFINISHED 5ASEMENT EIASDvIENT FLAN /411 _ 11 _ OII 'I.. ALTHOUGH TrD architects HAS PERFORMEND ITS SERVICE WITH DUE DILIGENCE AND CARE, IT DOES NOT GUARANTEE PERFECTION. EVERY EFFORT 15 MADE TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, HOWEVER, DISCREPANCIES OR OMISSIONS MAY OCCUR. RELEASE OF THESE DOCUMENTS ANTICIPATES COOPERATION BETWEEN THE CONTRACTOR, OWNER AND ARCHITECT TO PROVIDE THE BEST P0551BLE PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUE5 AND SYSTEMS SHOWN. 8. GENERAL CONTRACTOR AND HI5 5UB- CONTAOTOR5 ARE TO FIELD VERIFY ALL DIMENSIONS, EXI5TIN6 CONDITIONS, UTILITY LOCATIONS, ETC., PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF DISCREPANCIES OR INCONSISTENCIES IN THESE DRAWING IMMEDIATELY. B. SCOPE of WORK I �I r� f� ( NORTH I_ I. THE INTENT OF THE CONTRACT DOCUMENTS 15 THAT EACH CONTRACTOR SHALL PERFORM ALL ACTIONS NECESSARY AND REQUIRED TO PROVIDE ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT, TRANSPORTATION, FACILITIES AND APPURTENANCES WHICH ARE INDICATED OR REASONABLY IMPLIED BY EACH DRAWING AND SPECIFICATION SECTION, ALL OF WHICH 15 COLLECTIVELY NECESSARY AND REQUIRED FOR THE EXECUTION OF THE WORK A5 5HOWN ON THE CONTRACT DOCUMENTS. 2. WRITTEN DIMENSIONS ON DRAWINGS GOVERN. DO NOT SCALE DRAWIN65. DETAILS TAKE PRECEDENCE OVER SMALLER SCALE 12RAWIN65. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO AGREE. GENERALLY, SPECIFICATIONS WILL TAKE PRECEDENCE OVER DRAWINGS. SHOULD ANY DISCREPANCIES OCCUR, CONTRACTOR SHALL NOT PERFORM ANY WORK UNTIL RESOLVED BY THE ARCHITECT. WORK SHOWN ON DRAWINGS BUT NOT IN SPECIFICATION OR SHOWN IN SPECIFICATIONS BUT NOT ON THE DRAWIN65 SHALL BE PROVIDED AS IF 5HOWN ON BOTH. NO DEVIATIONS, CHANGES, SUBSTITUTIONS, ETO IN THE DOCUMENTS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. 1N THE CASE OF CONFLICTS BETWEEN OR WITHIN THE DRAWINGS AND SPECIFICATIONS., THE GREATER QUANTITY, HIGHER QUALITY, ETC WORK SHALL BE PROVIDED AT NO ADDITIONAL COST. NEW 4" CONC SLAB W 'FIBERME5H" REINF ON 6 MIL VAPOR BARRIER 8" CONO FDN WALL W #5 BARS ® 40" Or. VERT 3 (2) #5 BARS CONT TOP d BOT -TOP OF WALL TO BE 1' -2 I /8" EL FIN 1st FLR -FIELD VERIFY 24 "x12" GONG FT6 N/(2)#5 BARS CONT -BOT OF FT6 TO BE 10' -4" BEL FIN Ist FLR -MATCH EX15T CMU FDN w / #4x8" DOWELS 24" OG VERT -GROUT CELLS OF EXIST CMU SOLID- PROVIDE 'VOLCLAY' RX WATERSTOP BETWN NEW 8 EXIST FDN -TYP BOT OF NEW FT6 TO BE FLUSH vi/50T OF EXIST FT6 -TYP LAP SELF - ADHERING SHEET WATERPROOFING 24" MIN ON TO EXIST FDN -TYP INTERIOR FACE OF NEW FDN TO BE FLUSH w/EXI5T FDN C. PROJECT COORDINATION I. ALL CONTRACTORS AND SUBCONTRACTORS RE5PON51BLE FOR FOR WORK SHOWN IN THE SPECIFICATIONS AND ON THE DRAWINGS SHALL JOINTLY AND SEPARATELY COORDINATE THEIR WORK WITH REGARD TO SCHEDULING, INSTALLATION PROCEDURES, SHOP DRAWINGS AND INSTALLATION ION OF ALL RELATED MATERIALS. 2. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND SUBCONTRACTORS RESPONSIBLE FOR THE WORK SHOWN IN THESE DOCUMENTS SHALL INSPECT AND APPROVE ALL PREFATORY WORK THAT HAS BEEN COMPLETED TO RECEIVE HIS WORK. HE 15 TO ENSURE THAT HIS WORK AND ADJACENT WORK WILL FINISH TO PROPER CONTOURS, PLANES AND LEVELS. PROMPTLY NOTIFY GENERAL CONTRACTOR OF ANY DEFECTS IN THE PREP WORK THAT WILL ADVERSELY AFFECT OR PREVENT THE SATISFACTORY COMPLETION OF HIS WORK. FAILURE TO NOTIFY GENERAL CONTRACTOR SHALL INDICATE ACCEPTANCE OF THE PREP WORK AND ANY 5U55EQUENT CLAIMS OF DEFECTS SHALL NOT BE RECOGNIZED. 5. NO WORK SHALL BE PERFORMED UNTIL ALL PREP WORK HAS BEEN COMPLETED, CURED, DRIED, ETC AND READY TO RECEIVE THE WORK. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE TIMELY COORDINATION AND INSTALLATION OF ALL MATERIALS. MGM architects ............................. PO Box 1492 td: 970479 -7387 Vail, CO 81658 fax: 970-476-0077 CONSULTANTS: I55UE: APRIL 15,200& - BUILDING PERMIT MAY 1-1, 2006 -PLAN REVIEW LU ON z o - �i � o Lu `� o LL o Lu ° Z o Ay � o iQiE tl i E3ASEMENT PLAN REMOVE EX15T PORCH ROOF 8 STRUCT ABOVE REMOVE EX15T PORCH DECK COMPLETE I MOVE EXIST EXTERIOR i WALL COMPLETE -SHORE EXIST STRUCT AS REOD it 1/4" = I' O" NORTH 2'--4y2" hg /8" 17 _05/4„ 65/ EXIST GONG WALK p ENTRY 3068 5G N i n 5' -0� 45/40 1 ;t 5'-57/8' 43 /oil 1' -q3 /8° WD 65/8" i ENTRJ LINE OF NEW 0 65 /8L i PORCH ROOF ABOVE r UP � r Q m '� 6x6 R5 CEDAR P05T W r 5068 50 WD sIMP50N P05T ANCHOR BI- PARTING EMBEDDED IN GONG PIER m O 1 I6 "(P GONG PIER w 1(4) #5 MUDRM 5E W &RA MIN NB VIRGIN 501L Q �0 its 0 #- m O 1 3068 Sc WD m O o w • V �X DAT 0 1/4" = I' - O" GENERAL NOTES: I. DIMENSIONS ARE FROM FACE OF DRYWALL TO FACE OF DRYWALL OR EXT 5HEATHIN6 UNLESS NOTED OTHERWISE-TYP 2. PROVIDE SOUND BATT5 IN ALL PARTITIONS, FURRING FLOOR AND CEILING 5PACE5 -TYP 3.. ALL INTERIOR PARTITIONS TO BE 2x4 WD STUDS W 5/8" TYPE 'X' GYP BD EACH SIDE UNLE55 NOTED OTHERWISE ��/, EX15T WALL TO REMAIN EX15T WALL TO BE REMOVED NEW WALL NORTH ... architects ...................... PO Box 1492 ml: 9701179 -7387 Vv. l,CO 81658 fax:970- 47600',7 02006 rW.Nwv i . Alldp4:,,ca vod CONSULTANTS: ISSUE: APRIL 15, 2006 - BUILDING PERMIT MAY 1-7,2006 -PLAN REVIEW LU ly L�lgll N # -4-3 � Q 1� U_ ® 4-3 �o m ,0 V l A Ist FLOOR PUNS REMOVE EX15T PORCH ROOF 8 STRJCT ABOVE I i REMOVE EX15T EXTERIOR }HALL COMPLETE -SHORE EXIST 5TRUCT AS REOD i 1/411 = 11 — O ll NORTH /4 11 = 11 — 011 GENFR4L NOTES: 1. DIMENSION5 ARE FROM FACE OF DRYWALL TO FACE OF DRYWALL OR EXT 5HEATHIN6 UNLE55 NOTED OTHE"15F - -TYP 2. PROVIDE SOUND BATTS IN ALL PARTITIONS, FURRING FLOOR AND CEILING SPADES -TYP 5.. ALL INTERIOR PARTITIONS TO BE 2x4 WD STUDS w/ 5/8" TYPE 'X' GYP BD EACH SIDE UNLE55 NOTED OTHERWISE 77L7Z EX15T WALL TO REMAIN EX15T WALL TO BE REMOVED NEW WALL NORTH architects ............................. PO Rox 1492 cel: 970A79-7 387 Vail, CO 81658 fax: 970- 47G-0077 0 M TiD acne¢ I., All npi.:a mc,.d CONSULTANTS: ISSUE: APRIL 15,200b - BUILDING PERMIT MAY 1-7, 2006 -PLAN REVIEh LU \ 4-1 Q — Q Q Lu o IL o � v o 4-1 = \ o �o N QO F� I<IL Y� z t O a T zm o� IL z< - 0Q O R .9 d�lu z 3p Q N LU W o 9 111 1: R p Q R Z Ii _ z w R= - 4 A r -o �r m U I- F" X I II.I N z 4 d �U R Q < IL pp X ry z ~ >} L IL O a X -11 -0.1 tll_II�_1..1ATI L! CYIGT Q �O R 1tJ I uv R� X I �QN Q W �RX mi LU LU � Q �- 9 ") R (Q� N O a H a O N 0.O �m N Q_ Q X �ry l�c m�7 011 ~�Q J i zry� IL X Cz z z O< V -W -MATCH EX15T w�Q LU IL kb E0=1 OFO qq R QAILo tQ IL I u� X00 z ®O K R Q (Q CL 7 w( F IL z IA Ij U d } } R® tR UJ U d ) } R J F O 2 Q N OO ( to N N Q z N 00 I tb N N z X Q X X lu NO fY X � c0 QW n ry X N m T`rFl(��AL V�ALL SEC�_TION 3/411 = if - 011 ±r-��I R �xLU 1 XQL �O �d z�0 O'Z 't <t00 1- z Q z <� - >� Ot0 -O q�o��p K Qzo Q�soa� NN l u JS Id Q 4 OIauu Cj RQ ~o�zw !A Q IL 11- architects ............................. PO Box 1492 td: 970479-7387 Vail, CO 81658 fax: 970476-0077 9 �i TI) All na4...e.•..wi 155UE: APRIL 13, 2006 - BUILDING PERMIT MAY 1-1, 2006 -PLAN REVIEW LU z � Q Lu N o � v LU } Z o O pE Q710 o �o M A SECTIONS $ DETAILS I R s- z Q R� V �� zl4R N LU � Q �- 9 ") R '�t CL 7 w( F IL z IA Ij U d } } R® tR UJ U d ) } R J F O 2 Q N OO ( to N N Q z N 00 I tb N N z X Q X X lu NO fY X � c0 QW n ry X N m T`rFl(��AL V�ALL SEC�_TION 3/411 = if - 011 ±r-��I R �xLU 1 XQL �O �d z�0 O'Z 't <t00 1- z Q z <� - >� Ot0 -O q�o��p K Qzo Q�soa� NN l u JS Id Q 4 OIauu Cj RQ ~o�zw !A Q IL 11- architects ............................. PO Box 1492 td: 970479-7387 Vail, CO 81658 fax: 970476-0077 9 �i TI) All na4...e.•..wi 155UE: APRIL 13, 2006 - BUILDING PERMIT MAY 1-1, 2006 -PLAN REVIEW LU z � Q Lu N o � v LU } Z o O pE Q710 o �o M A SECTIONS $ DETAILS StC,T 1 ON Co-) STAIRS 5/411 " 11 — oil J. ,architects. AO Box 1492 td: 970.49-738' Vail, CO 81658 fax: 970 - 4760977 D �, 'PD I- All .v .. ee .m�i CONSULTANTS: ISSUE: APRIL 13, 2006 - BUILDING PERMIT MAY 1"7, 2006 -PLAN REVIEW LU o # If I II U .0 � ( � 0 Lu o � U LU ° Z�} wil A SECTIONS DETAILS A 10 ®Ib" OG LAI _ RAL P5L 2.0 8 PA EXIST 2x FRAMING _ SHORE AS REOD TO Q INSTALL NEW BEAMS _ SIMPSON STRONG -TIE #H6LTV5.511 HANGER 4 dJ AA 5 i/4 "x11 7/8" P LAM PS -- - ----- - - - - -- w ----- - - - - -- lu t - ` - EXI5T 2x FRAMING - - _ EXIST 2x FRAMING WW A '_� ff 1/4" - I' - O" 1 1/4" TJI RIMBOARD -TYP vp Q 4 -2x6 P05T EA END -TYP wp Wd 2 L! 0 SIMP50N STRONG -TIE #H61-TV5,511 HANGER 4 -2x6 P05T EA END -TYP O N _ N r x F - - ii ?/8" TJI 210 616" OC 1/4"xIl_1ZDLF, PAL M P-5L ZQ- _ N EXIST 2x 4iA MING- - - SHORE A READ TO R INSTALL W BEAMS x iu X WD TIMBER -FIELD VERIFY Le Y AT14C,H NEW WD BM TO PN5T WD BM w/ SIMPSON S NG -TIE #HGL7V5.511 HANGER �r ND_ 6X12 R5 CEDAR LEDGER - LAG TO EA STUD W(2) 1 /4 "O x12" LAG BOLTS TOP 4 BOT 6x6 R5 CEDAR POSTS 6x8 R5 CEDAR JOISTS cp 24" OG w/ 2x6 CEDAR BEVEL EDGE ROOF DECK 57RUG7URAL 1-DE516N GRI TER DESIGN LIVE LOADS: 1. SEISMIC, LOADS - SEISMIC USE GROUP I - SPECTRAL RESPONSE ACCELERATIONS: SHORT PERIOD, Ss 0.153 ONE SECOND PERIOD, 51 0.080 - SEISMIC 81TE CLA55 D - SEISMIC DESIGN CATEGORY B - SEISMIC IMPORTANCE FACTOR, le 1.0 - SEISMIC, RESPONSE MOD COEFFICIENT, R 6.5 - DESIGN BASE SHEAR 0,035xW 2. WIND PRESSURE -BASIC, WIND SPEED, 3 SEC GU5T 410 MPH -WIND EXPOSURE CATEGORY G -WIND DIRECTIONALITY FACTOR, Kid 0.85 -WIND TOPOGRAPHIC, FACTOR, Kzt 1.0 -WIND IMPORTANCE FACTOR, IN LO 3. ROOF - GROUND SNOW LOAD, Pg 100 psf -SNOW EXPOSURE FACTOR, Ce 1.0 -SNOW THERMAL FACTOR, Ct 1.0 -SNOW IMPORTANCE FACTOR, is 1.0 - MINIMUM FLAT ROOF 5NOW LOAD 100 psf - SLOPED ROOF SNOW LOAD 80 psf 4. RESIDENCES 40 psf( CGENERAL REGQUIREMEN75 A. GENERAL I. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING AS MAY BE REQUIRED. 2. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MEANS, METHODS, TEGHNIQUE5, SEQUENCES AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. JOB5ITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL METHODS USED FOR CONSTRUCTION SHALL BE IN THE BG AS ADOPTED BY THE TOWN OF VAIL, COLORADO. 3. THOUGH EVER O PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, DISCREPANCIES OR OMISSIONS MAY OCCUR, RELEASE OF THESE DOCUMENTS ANTIGIFATE5 COOPERATION BETWEEN THE CONTRACTOR, OWNER AND ARCHITECT TO PROVIDE THE BEST P0551BLE PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES AND SYSTEMS SHOWN. 1/411 = 1' - 011 B. FOUNDATION DESIGN I. THE DE516N OF CONTINUOS FOOTIN65 15 BASED ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF 2500 PSF. GENERAL CONTRAGTORTOFIELD VERIFY. 2. IN LIEU OF A -SOILS REPORT FOR THIS PROJECT, CANER WILL RETAIN A GEOTECHNICAL ENGINEER TO VERIFY 501L BEARIN6 GAFACITY (OPEN HOLE INSPECTION) PRIOR TO TOWN OF VAIL FOOTING INSPECTION 3. FOOTIN65 SHALL BE PLACED ON THE NATURAL, UNDISTURBED SOIL OR COMPACTED STRUCTURAL, FILL BELOW FR05T DEPTH. 4. CONCRETE TO BE 4000 P51 @ 28 DAYS WITH 5% AIR - ENTRAINMENT. 5. ALL CONCRETE TO BE INSTALLED IN ACCORDANCE WITH AGI STANDARDS AND PRACTICES. G. REINFORCING STEEL I. DETATILIN6, FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE % %UACI MANUAL OF CONCRETE PRACTICE 2. ALL REINFORCING BARS SHALL CONFORM TO ASTM SFEGIFICATION A615 --Iq AND SHALL BE GRADE 60. 3. AT 5PLIGE5 IN CONCRETE, LAP 5AR5 36 BAR DIAMETERS. DO NOT WELD OR USE MEGAHNIGAL SPLICING DEVICES. 4. WELDED WIRE FABRIC, SHALL CONFORM TO A5TM SPEGIFIGATION A -185. LAP WELDED WIRE FABRIC A MINIMUM OF ONE FULL MESH PLUS 2 INCHES. LAPS SHALL BE WIRED TOGETHER. D. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE M05T CURRENT EDITIONS OF AISG 5FEGIFICATION5 AND CODE OF 5TAN12ARD OF PRACTICE. 2. STRUCTURAL STELL ROLLED SHAPES, INCLUDING PLATES AND ANGLES, SHALL BE A5TM 36. PIPES SHALL BE ASTM A53 OR ASTM A501. 3. FIFES INDICATED ON PLAN ARE NOMINAL (APPROXIMATE INSIDE DIAMETER) AND REFER TO AISG PIPE SCHEDULE DIMENSIONS. 4. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM SPECIFICATIONS A525. ANCHOR 5OLT5 AND BOLTS USED IN TIMBER CONNECTIONS MAYBE A5TM A301. 5. BOLTS USED IN STRUCTURAL STEEL FRAMING SHALL BE THE BREAK -OFF, TORQUE INDICATING TYPE, OR TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING INSPECTOR. 6. EXPANSION BOLT5 SHALL BE WEDGE TYPE 'HILTI', 'RAW-'OP 'REDHEAD'WITH THE FOLLOWING MINIMUM EMBEDMENTS" Y2'O = 2 Y2' 3:, 3 /4ac = 4" 7. ALL WELDING SHALL BE DONE BY AN AM QUALIFIED WELDER. D. WOOD I. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NFFA, NATION DE516N SPECIFICATIONS, CURRENT EDITION 2. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE CONTENT OF Iq% 3. FRAMING LUMBER: 2x8 4 LARGER: DOUGLAS FIR - LARCH; ALL ELSE: HEM -FIR IN THE FOLLOWING AREAS: - GENERAL FRAMING: STANDARD 4 BETTER OR STUD - STUDS: STUD OR BETTER -FLOOR JOISTS 4 ROOF RAFTERS: NO. 2 OR BETTER - BEAMS, STRINGERS, POSTS AND TIMBERS: NO. I OR BETTER 4. BRIDGING: BRIDGE BETWEEN J015T5 OR TERS WHERE NOMINAL DEPTH -TO- THICKNESS RATIO EXCEEDS 5 W BEVEL -GUT DOUBLE - GROSSED WOOD BRACING OR SOLID BRIDGING 2" THICK x DEPTH OF JOIST. END NAIL SOLID BRIDGING TO JOISTS. NAIL BOTH ENDS OF CROSS BRIDGING, SPACE BRIDGING AS REOD BY CODE. PROVIDE SOLID BLOCKING BETWEEN JOISTS 4 RAFTERS AT 5UPPORT5 5. STUD WALLS: -FRAME STUD WALL-5 w/ 2x STUDS ®I6"OG AS SHOWN ON DRAWINGS - PROVIDE MIN 3 STUDS AT CORNERS -SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT w /1:3 PORTLAND CEMENT -SAND GROUT FOR FULL BEARING - 5TA6GER SPLICES 4 FACE NAIL PLATES TOGETHER AT MULTIPLE TOP PLATES INDICATED ON DRAWINGS - PROVIDE STUDS AT OPENING JAMBS: -2 5TUD5 @ OPENIN65 < 5' -0" W -3 STUDS ® OPENINGS BETWEEN 5' -0" 4 V -0" W -4 5TUD5 ® OPENINGS > 8' -0" W -BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS: -1 STUD ® OPENIN65 < 8' -O" W -2 5TUD5 MIN @ OPENINGS > 8' -0" 6. ALL MULTIPLE MEMBER HEADERS, BEAMS 4 P05T5 MADE FROM FRAMING LUMBER SHALL BE NAILED TOGETHER TO FORM A 5INGLE, COMPOSITE UNIT USING NO LESS THAN TWO ROWS OF I6d 8 12" OC 1. COMPLY WITH MINIMUM STANDARD5 FOR FRAMING CONNECTIONS AS INDICATED IN IBC, TABLE 2504.41.1 8. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): -LVL OR FSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE LENGTH OF TGHE MEMBER -ALL LVL OR F5L PRODUCTS SHALL BE SUBMITTED FOR APPROVAL w/ REFERENCE TO THE AFPLICABLE CURRENT NATIONAL EVALUATION REPORT PREPARED BY CABO OR CURRENT EVALUATION REPORT PREPARED BY IGBO -LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: - FLEXURAL COMPRE55ION OR TEN5ION:2000 psi - HORIZONTAL SHEAR: 285 psi - COMPRESSION PARALLEL TO GRAIN: 2,460 psl - COMPRESSION PERPEN TO GRAIN: '750 psi - MODULUS OF ELASTICITY: 1,800,000 psi -P5L MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: - FLEXURAL COMPRESSION OR TEN5ION :2,4100 psi - HORIZONTAL SHEAR: 2610 psi - COMPRESSION PARALLEL TO GRAIN: 2,4100 psi - COMPRESSION PERPEN TO GRAIN: -150 psi - MODULUS OF ELASTICITY: 2,000,000 psi 41. BUILT -UP LVL AND FSL MEMBERS: CONNECT MULTIPLE MEMBERS W 2 ROWS OF Y2° DIA THRU BOLTS ® 24" 00. BOLT HOLES SHALL BE Y2" IN VIA 4 LOCATED 2" FROM TOP 4 BOTTOM OF MEMBERS STA66ER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT EACH END OF MEMBERS. 10. SOLID WEB I- JOISTS: - FLOOR AND ROOF JOISTS SHALL BE PRE - ENGINEERED SOLID WEB I- JOISTS AS MANUFAGTURED BT TRUS -JOIST OR EQUIVALENT. SEE PALN5 FOR SIZE AND SPACING. MEMBERS SHALL BE FACTORY MANUFACTURED w/ ORIENTED STRAND BOARD (0513) WEBS. LVL OR MACHINE STRESS RATED (MSR) LUMBER FLANGES PER CODE APPROVAL BY ICBO. SUPPLIERS SHALL FURNISH ALL MEMBERS, WEB STIFFENERS, BLOGKIN6 PANELS, END BLOCKS, J015T HANGERS AND M15CELLANEOU5 ACCESSORIES. THE CONTRACTOR 15 NOT TO GUT, NOTCH OR OTHERWISE ALTER THE MEMBERS WITHOUT THE WRITTEN PERM155ION OF THE ARCHITECT AND SUPPLIER. 11. SHEATHING: - CONFORM TO AMERICAN PLYWOOD A550CIATION (APA) DESIGN SPECIFICATION, CURRENT EDITION. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. -FLOOR SHEATHING: %" TONGUE 4 GROOVE AFA -RATED 5HEATHIN6 53(6, EXF05URE I. NAIL TO SUPPORTS w/ IOd ® 6" OG AT ALL PANEL EDGE5 4 IOd AT 10" OC IN PANEL FIELD. GLUE FLOOR SHEATHING TO SUPPORTS w/ "TITE- BOND" CONSTRUCTION ADHESIVE OR EQUIVALENT -ROOF SHEATHING. %" APA-RATED S%, EXPOSURE I. NAIL TO SUPPORTS W 8d ® 6" OC AT ALL PANEL EDGES 4 Sd ® 12" OG IN PANEL FIELD -WALL 5HEATHING: Yz' AFA -RATED 5HEATHING, EXFOSURE I. ORIENT PANELS w/ GRAIN PARALLEL TO WALL STUDS. NAIL TO TO SUPPORTS w/ 8d a 6" OG AT ALL PANEL EDGES 4 Sd ® 12" OG IN PANEL FIELD. 12. ALL TIMBER CONNECTORS SHALL BE "STRONG -TIE" CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE CONNECTOR COMPANY. INSTALL PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS 13. DECKING: - DECKING SHALL BE TONGUE 4 GROOVE FROM SOLID TIMBER OR GLUE - LAMINATED TIMBER. INSTALLATION SHALL BE CONTROLLED RANDOM LAY UP. CONNECTIONS AND INSTALLATION PROCEDURES SHALL BE PER AITC 112. STANDARD FOR TONGUE 4 GROOVE HEAVY TIMBER ROOF DEGKIN6. MAXIMUM MOISTURE CONTENT FOR 2" DEGKIN6 SHALL BE 15 %; 3" - 4" DEGKIN6 -lq% 14. INSTALLATION OF PRE - ENGINEERED SYSTEMS: - PRE - ENGINEERED 5Y5TEM5 SHALL BE INSTALLED IN ACCORDANCE w/ MANUFACTURER'S RECOMENDATION5 AND SPECIFICATIONS. PROVIDE SHOP DRAWIN65. 15. LAG SCREWS: - CONFORM TO AN51 / ASME5TANDARD 1318.2.1 -14181 - CLEARANCE HOLE FOR SHANK SHALL HAVE SAME DIAMETER AS THE SHANK 4 SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK -LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO i0% OF DIAMETER OF UNTHREADED SHANK - THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD HOLE BY TURNING WITH WRENCH, NOT BY DRIVING WITH A HAMMER -USE 50AP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO LAG 5CREW 19 architects ...................... PO Ikox 1492 td: 970479'387 Wt) 81658 (ax: 970 - 47(x0077 i 20Y, 2,D m tftma Nl oFht, ,c ,,Ld I55UE: APRIL 13, 2006 - BUILDING PERMIT MAY 1.7, 2006 -PLAN REVIEW UA 00# z t� LLA LA 0 O Q Z O 0 0 FRAMING PLANS Note: Windows Sou Elevatim 0 Level I Level 4 Proposed South Elevation Scale 3/8" =11 7 ed New Grade Existing Grade " Level #2 Level #1_ Proposed West Elevation Scale 3/8" =11 :op ed Grade Oft. Min. FOUNDATION NOTES 1. All Concrete And Masonry Placement Shall CoTly With American Concrete Institute or International Masonry Institute For Cold Weather Placement 2. All Concrete And Masonry Grout Shall Be Minimum 3000 PSI 3. Steel Reinforcement Shall Be #4 Schedule 40 With A Minimum 3" Concrete Cover For Below Grade Use 4. Foundation Wall Dowels Shall Be Placed Within 6" Of Corners And Door Openings And 41 On Center Elsewhere 5. 1 /2 "X 10" Anchor Bolts Shall Be Placed Within 6" Of Corners And Door Openings And 4' On Center Elsewhere 6. Footing Dowels In Existing Shall Be Embeded A Minimum Of 10" And Set Using EPCON G-5 Adhesive Anchoring System 7. Foundation Wall Dowels In Existing Shall Be Embeded A Minimum Of 10" And Set Using EPtCON G-5 Adhesive Anchoring System 8. Waterproofing Membrane May Consist Of Rubberized Or Polymer - Modified Asphalt, Butyl Rubber, Or Other Approved Material Capable Of Bridging Nonstructural Cracks 9. Structural Fill Shall Be Placed And Mechanically Compacted Moisture Treated As Required 10. Exterior Grading To Provide Drainage Minimum Of 1/2 "Per It. Away From New Foundations 11. Footing & CMU Wall To Be Cured A Mininimn Of Seven Days Prior To Loading 12. Locate All Underground Utilities Prior To Foundation Excavation Reinforced Grouted 8" CMU Foundation Wall Typ. •a�: CMU Waterproofing with Drainage Mat Extended to Footing Drain Oft. Min 4" Footing Drain with Filter Fabric Crushed Stone Bedding Sill Seal 3" -/. (4 -1/2" . 1/2" Fiber Expansion Joint hSealed 12" 1+— 2411 <� r Footing Placed on Undistubed Soil Free of Oroanic Materin Typical Foundation Detail Scale 1/211 = 11 Ors AOL'6 So)t-s 3.''?OV —T proqulpp�Ca INsPrzr7on -� . Miwj1rtvw1 2-000 PSF �i 2" Polystyrene Ridgid Insulation Extended 24" Vertical & Horizontal Compacted Fill See Foundation Notes For Reinfocement Requirements gI/Z X 'Isffc�r' Foa- Foo -rodo IntFon�cyvlerili fWAC.L. 7-Y?C- AND RONr -C4 .EVOT' to 5c- r-AST iNt !� SEL F rOA- c� Ltd , a TEA -'ED S N , -elf zoo(. I'/- =Flj =� architects ............................ PO Sox 1492 cc]: 970479 -7387 V4 CO 81658 fn: 9704760017' 02005T,D�mi ..wdght.r , CONSULTANTS: ISSUE: NOV 26, 2005 - ADDENDUM #1 is N # 0 Q 0 0 IL O � m f pF C[![p9q'�o Thomas t UBois 7�C s AR���� , FLANS and DETAILS I O Existing 6"X12" Beam Level #1 Renain Unfinished Typ. Existing 4" Concrete Slab Interior T � ring From Tavel #2 Reove 2" X 6" FYalardng, Est. S�'nq N To 1" Below Existing Level i� Concrete Slab t Existing 6"X6" Posts on I i 12" Concrete Piers To i Be Removed -------------- •......... ............ Provide Trap. Shoring Fran Provide Terp. Shoring a m Roof Fr n To Grade Before Roof Fraurming To Grade Before Raroviving 6" X 6" Posts Footprint Of Level # 2 Deck Rmoving 6" X 6" Posts Existing Level # 1 Partial Floor Plan 4' -11" Concrete Pavers 3'X6' —' Scale 1/411 = 1' Iievel #1 Ranain Unfinished Typ. Existing 6"X12" Bea% Existing 4" Concrete Slab Interior Bath Teuporary Shoring Fran Level 112 To Roof Structure Provide Tapp. Shoring Fron Roof Fra viing To Grade Before Ramving 6" X 6" Posts : -� •• IF ilia Remve Sliding Glass Door Existing And Frarnairg To 9 AFE Baseboard Heat TM)L GYP DH 76.3 SQFII 1 Ram Existing Deck Frandrig Deck And handrails fisting Level # 2 r. • Open To Belay i_ Reove Existing 27 6' Window, Match Existing \ Provide Teup. Shoring Fran Roof Framning To Grade Before Remving 6" X 6" Posts Partial Floor Plan Scale 1/4" Bedroom # 2 Stake 6 Fire Alarm Spoke d Fire Alarm ® ® PER IIC PER IEC ® s �- - }- - ( - - -- - ---� - -{ - - - �- -- (- Smke 6 Fire Alarm I `' //* � PER ERIC _New 4" concrete Slab Dowled to existing 16" CC Exist u�q 314" Ply on 2"X12" 16" O.C.► Existing Closet To Ruin / New WeaPher Sheild case'tient Tatporary Shoring Frcm level #2 _ _____ ____ __ window, Glass size 24 "X50" To Roof Structure ---- - - - - -- - 8.3 SET Exceeds IRC RequirEwnt - - __n _-- .__--- __ ?r__. Existing Grade Drains at 2 " -3" per foot I New Square Footage V-11" X 15'11" = 78.25 Level # 1 Partial Floor Plan Scale 1/4" = 1' 4 Teirporary Shoring From Level To Roof Structure TO F4" !"X121,16" #1 TOghtM& 4o46fe-s F'ER kc-1;k i-r -tsf �S ter - Purim vokA • 4, Zooce !a X 12. `0oo,4z -P-S �P F Remove Existing 21X 6' Relocated Elect. Wirdow, Match Busting Baseboard Heat --- # 4tR .TO6T -ta a. 11 j r/zt•� W c -11 11 !! Aii, 1- -001L J9J4JTS u i u II II II I 11 II 1 I it 11 I 1 11 11� it 11 1 ^n ^^^ II 111 Tegorary Shoring Frm Level #1 — To Roof Structure New Weather Sheild casafent window, Glass size 24"90'1 Exceeds IRC Egress Requirement �tt TYP. Existing Roof 6 Framing To Rahn Undisturbed Existing 6"Xm2 Beam Weather Sheild > Caserrent Typ. Level # 2— Exterior: 1/2" Ext. Ply, fastened per IIC.,3f House Wrap, 1"X8" Vertical > Shiplap Cedar Siding Extended 6" over G4U at Wall Base 140 /Sole Plate nti Sealed With 12" WR Grace Nenbrane Grouted 8" 10 Foundation Wall Typ.\ ,_ Level # 1 Grouted CM W Betim � 1 GN Waterproofing with ` / ✓, ✓ %:�` Drainage Mat Extended to Footing Drain 4" Footing Drain with Filter Fabric Crushed Stone Bedding inn `vrtotzL Ft/tKS 7+KL0UgF4OU7 �rDC -NCB 1�ER- (� ��►3 &- LocP,-Te Ai,( t_XKq - ST igaM[A/ AATtoW S , 0-n u-ff E5 A fi D 7o TFf6 t %X7� 0P, aP '601it- Dtl'1cT(. / Ir CSpCyCYt- t 1k(zUkiT�tJt 20 o SPtiZ1FY 57 dF4 New Square Footage 4' -11 "X15'11 " =78.25 Level # 2 Partial Floor Plan 1 12 6 6 Fur Existing wall i Insulate With 2" Ridgid .�-Insulation, I 5/8" Type X Gyp. Wall Attic Vast I ! 4 12" Microlame Set In Existing Framing, Structural ��yyyyV�y�yyy���y�y�((yy UUUUU(lUUOODUDUUUS111UU1� Seaport Fran level #1 At <- --i-'T gearing Points _ I i Drop Ceiling, 2 "X4" 16 "OV A - f- Sinpsm Strong Tie Hangers' i i Vapor Barrier, 5/8" Type X GYP. 10 -1/2" Batt Insulation 4'6" I I 813" I f i I i 2 "X6" Studs 16 W' GC I I 5 -1/2" Batt inshlation I ! A 5/8 IVapXrrier i I 2 "X12" Joists 16" CC Fasten at Microlam With Si pson 3' 4" I i Strong Tie Hangers, 3/4" TO i I Ply Fastened Per. ItC, I I 10-1/2" Batt Insulation I I No Interior Finish At Level # 1 2 "X6" Studs 16: 0C 718" 5 -1/2" Batt Insulation Pressured Treated Sole Plate Typ. 2.x New Existing See eeFoundation Notes For Feinfocerrent Regairemts Section # 1 Scale 3/8" = 1' ! 3 -12" Microlairs set in Existing ? Framing, Posts frm Level #1 Foundation at Bearing Points i i i i i i 7etp• Shoring Fran Level #1 To Roof Structure i I i i i i APPROVED Subject to inspection and Compliance to all relevant Adopted Building and Municipal Codes, Chan es in Plans MUST be approved. Date of o Zoos By , Code: Zoo 3 1 R Colorado Inspection Agency 'E,OS- b3Co'7 APPROVED r Community Development Department 11�'' 3uiiding Safety and Inspection Service8 1 ,al Building Code/international Residential Code Vahc c ; c t ?. The issuance or granting of a permit shall not be cons m d to a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. hermits presuming to givo authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a ft based on construction documents and other data shy!! not p vent th building official from requiring the Correction of errors' tho cons coon do nts and other data. The building official is so authori d ant upancy or use of a structure where i1 violation or any other ordinances of this jurisdiction. —v PLANS EXAMIN DATE: architects ............................ PO Box 1492 td: 970 -479 -7387 Vail, CO 81658 fax: 970-476-0077 a zms nn neMOC.IK n" d.i,1. at.,,� CONSULTANTS: ISSUE: NOS/ 2b, 2005 - ADDENDUM #1 o � L ti OF 111111 �`` �°^ 'L/6 NS and DETAILS AILS k g 1 Unit 12 Storage Cabinets Remove existuq 4,0X4,0 Window and fill with 2'A6" framning matd, existing Ext.sheating 6 siding Per. GA FIiE IA.WP 8105 Level #1 Unfinished Level# 1 Partial Floor Plan SCALE: 1/4" =11 North Unit #2 Bath II ► #2 Hallway Remove sliding ding glass door and %p.wall Level# 2 Partial Floor Plan SM: 1/4" =1 t North on Existing 6"X6' 16 s�t to remain i 1 i i I Footprint of level 12 Deck 1~—sting 6"X6" post set 1 on 12" DIA concrete pier to remain 676" Post to Remain Provide temporary bracing Remove 21X6" deck material lnaae tlotra leand from wl timbers amrning timber for reuse 6 0X6" Post to Remain Provide temporary bracing Level# 3 Partial Floor Plan SCALE: 1 /4n =11 Replace 610X8,0 slid nq glass door and 3,0X5,0 window with Weather Sheild Door & Window North LLL-1 architects .. 0.1......... I., .... * ...... Unit � 2 V C 141E 970 - 479.7377 Vail, C0 81658 fu: 970-476-0077 020057,D=" d,M Nfjightsr d Existing Fireplace 6"X6" Post to Remain Provide temporary bracing Remove l and deck material Hote:Save framnux� timbers frammang tlmbex for reuse 6116" Post to Regain Provide teaporaxy bracing APPROVED A. Community oeveto ment Department �l dJ JJ41'j ^ Building Safety and Inspection Services Section— . .... ....... .._ a S L ' °O "-°m- tonal Building CodeAntemationai Residential The issuance or granting of a permit shall not be cca.; �. ;1(, y pormit for, or an approval of, any violation of any of iho �: Level #3 Deck 1. Framing: 2 "X8" joists 12 "OC tapered 1 1/4 ", sheathing 3/4 pressured treated PLY fastened per IBC. 2. Flashing: WRGrace weatherseal and mtal to extend 10 "up 7alrbs,8" at walls, 8" under door sill. 3. Roofing: Single Ply fully adhered membrane installed per. manufactures reomnendationns, with protection board. 4. Synthetic Decking cliped to sleepers adhered to protection board per acture Existing 1/2" GYP on 2"X10" Joists UP 10" Mi. Level #3 —� Level #2— Exrstli 1/2" GYP on 2710" Joists TYP Infilled Win" Interior to remain unfinished Level #1—)w Vaulted Interior Ceiling Height Varies Existing Framing and Exterior P1Y to remain Weather Shield 6'0 "x8'0" Sliding Glass Peplacemmt Section #1 NO SCALE 3/4" UG Ply on 2"X10" joists 16" CC Fastened per IBC 2" Ridged insulation Ackered to deck, 8" Batt Insulation Between joists, 5/8" Type X DW Sheat infiiled window with 1/2" EXT PLY covered with building paper,match existing 1 "X8" TO siding ErI . Grade 5'2" below level #2 framuag 3 Level #2 4 #1 Existing Roof and Framing Existing 1"X8" Vert. Cedar Siding 1 No work is being prefom?d k vp PMM Existitx� Iron Spindles fill with 1"X8 Vert. Cedar Siding 1. Fra�i:nq- 2 "X10" joists 12 "OC pered 1 1/4", sheathing 3/4 pressured trea PLY fastened '1Ser IBC. 2 ,E'lashing: WRGrace we h al and metal =to extend 10"up jambrat walls, under door sill 3. Roofing: S. gl f adhered membrane installed ufact s recam�ndations, with protection" ard. 4. Syntheti I� inn c.. d t sleepers adhered Sinpsm Joist Hanger Apply 5/8" Type X Water - Resistant GYP under Exterior 5/16" Plywood ..d 1 "X8" SECTION #2 NOT TO SCALE F r es shall cwply with File 5420 One Layer typeX E' r gypsum veneer base applied at right angles to 2X10 won 'oists 16" OC with 6d coated nails 17/8" lmo.0915 shank 1/4" heads 6" CC. Wood joists �Iporting 1" ncadnalwoo d subfloor and 1" wood finishfloor, or 19/32" plywood finished floor with long edges TO and 15/32 "interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. All Exterior Wall Assenblies shall Imply with FILE NO. WP 8105 ,All SIMCne layer 48" wide 5/8" type X ggyypp sheaf' applied parallel to 2X9 wood studs 29" th 18/4" galvanized roofing nails 4" OC at vertu ' a its and 7" CC at intemediate studs and and bottom plates. Joints of g aslm shea be left lmtreated. Exterior ding through sheating to studs. IN1'IItIOR SIDE:C1le 5/8" type X gypsum walboaW, water -re si i gypsran backing board, or gypsum veneer base ed parallel or right angles to studs with 6d nails 17/8" long 0.0915" shank, 1/4" heads 7 (Load Bearing) Existing Roof and Framing Existing 1 "X8" Vert. Cedar Siding Lb work is being reformed _J l �...... above this level p - 0 cc 0 cc IL .� Q S Reuse 4 "X8" Cedar Handrail Repaint I h Existlnq 112" Ixc1i Spirdles and Handrail): to be reinstalled-Per.-IBC requireuents i LU u '------- --- --°-- F- < 1. Framing: 2 "X10" joists 12 "Cv tapered 1 1/4 ", sheathing 3/4 pressured treated PLY fastened per IBC. CIA 2. Flashing: WRGrace weatherseal and metal b to extend 10 11up jambs,8" at walls, 8" under door sill. Level #3 3. Roofing: Single Ply fully adhered membrane installed per. manufactures recamendations, \ with protection board. y 4. Synthetic Decking cliped to sleepers adhered — to protection board per manfacture 2 "X10" tapered 1 U`_)P, I 12" CC Level #2 Simpson Joist Hanger TV. Existing 6 "X10" Titrber \, Hatch Existing 1 "X8" Vert. Cedar Siding Level #1 SECTION #2 NOT TO SCALE Apply 5/8" Type X Water - Resistant GYP under Exterior 5/16" Plywood d h \Level 11 and Leve192 Floor Assarblies shall o nply with GA File No. EC 5420 Cie Layer typeX gypsm walboard or gypsum veneer base applied at right angles to 2X10 wo�i 7'oists 16" OC with 6d coated nails 17/8" la*.0915 shank 1/4" heads 6" OC. Wood Joists supporting 1" nmdnalwood subfloor and 1" wood finishfloor, or 19/32" plywood finished floor with long edges TO and 15/32 "interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. All Exterior Wall Asse:rblies shall carply with GA FILE M. WP 8105 D(TF.ktIOR SIDE:CIne layer 48" wide 5/8" type X gypsum sheatr'm� applied parallel to 2X4 wood studs 24" OC With 13/4" galvanized roofing nails 4" CC at vertical joiints and 7" OC at intenrediate studs and top and bottom plates. Joints of gypsum sheating may be left untreated, Exterior cladding to be attached through sheating to studs. ATl'PRIOR SIDE:Rae layer 5/8" type X ggyyppsum walboard, water - resistant gypsum backmg board, or gypsum veneer base applied parallel or right an gles to studs with 6d coated nails 17/8" long 0.0915" shank, 1/4" heads 1" OC. (Load Bearing) ---------------------------- --------- SECTION :HANDRAIL- 08121 0I QU-b o' r architects ............................ PO Box 1492 td: 970479 -7387 Vail, CO 81658 fax: 970-4760077 020057,Dact""aawr Aki&,n cd CON5U.TAN5: 1559! 1LY26, 2005 leMM Gw e2\11 PLM5 and nMIL5 A202 s O S � O z�v lJ Q o e2\11 PLM5 and nMIL5 A202 SiIvert Borne M", on yr eservoir Breckenridge S 4 . ddmd 1 x x, , ,a:. tYt xx.. .. ..tam. >':. .. `�r m, � t ,,. m3._.,.. ,.w � ..rr, _ �... .,:H✓ . _... ,.- i..5,a... IEE(qf�� I be 0 0� C.H.12 10" / tr; UNIT 17 Zv0 , (Loft) r x k R^ Y� t r � tr ~(Second a �� � � r #- ` TYP.fCAL U' ' _ - +st —, 4 $- ''a.t �� �m �• �' � • UN IT#B' T 8 C , 0 Q Z 2' , Y Pl0A;L ;WALL 11LA -------- rf ,... . ,, . 0 0� C.H.12 10" / (open) UNIT 17 Zv0 172" (Loft) r sheet rock Y� t r � tr ~(Second a �� � � � 7777717 _ - 9 4 $- ''a.t �� �m �• �' � • UN IT#B' C , 0 Q Z 2' \3 11LA -------- rf 340' r. 2x6 2x 6 3x 6 8x6 ,"sound siding - board ' s , a1r spou ` gt /2 5 z ` `PARTY.. . ,INTERIOR EXfERI)R DETA J L 1 4 SCALE: 1 s 1 ^00 TYPICAL UNIT 'A 0 0� C.H.12 10" / (open) UNIT 17 Zv0 172" (Loft) r a6b V DN v ~(Second 'Floor ALTERNATE i "b LOFT AND { (First Floor 'a • UN IT#B' Wm SECTION W-W SECTION r t0 Y_q Y N N 14 a,4 4 (Loft) ALTERNATE LOFT AND t, SECOND FLOOR 'co`O UNIT 'l3` Y (Second 1 4 .height -'of roof _peak { I rY W, 1 W M w W' y`' orb ALTERNATE LOFT AND v SECOND FLOOR UNIT 17 �} (Second Floor). ur{IT.,�i :^ . •- �, :' •, , ;'- . ` : , .� t` t.., g I UNIT B 1 1 W� DETAIL 2 W ..m 4A SECT ION W' W' °0 n � L.. W C.H.12 10" (open) CH.,7=8' 172" IT 17 r j DN v QD ALTERNATE i LOFT AND { N SECOND FLOOf�, 'a • UN IT#B' C , 0 Q N 2' \3 11LA -------- rf 340' y`' orb ALTERNATE LOFT AND v SECOND FLOOR UNIT 17 �} (Second Floor). ur{IT.,�i :^ . •- �, :' •, , ;'- . ` : , .� t` t.., g I UNIT B 1 1 W� DETAIL 2 W ..m 4A SECT ION W' W' °0 n � L.. W Y Ytt" __.T L.C.E. BALCONY ?ntt -� 144 1 Via' -o"4 A -jzt-AL Ie4z HOMES ea.Io.05 cvcc tour 1. (open) IT 17 r j QD 'a N 2' \3 Y Ytt" __.T L.C.E. BALCONY ?ntt -� 144 1 Via' -o"4 A -jzt-AL Ie4z HOMES ea.Io.05 cvcc tour 1. Wig I 11 U N!T "5 I N Z�Z SE CT O Mt \I O r Q (Loft)) 1 1-t I ,m 'Q n N [��� ,-.-.,'-*I 111 i (Second Floor) i 1 t+_. 1 ••- I I W 0 L.C.E.' LPORCHI II Z%+1 1 I Floor I i Lop . I; , ,w y, .fpr n ."i f ` r ' *a Yr ,„ , {'i1 , ` r • ,, t r n q t t '•i t Y�1FI i k �: ., r L.C.E. BALCONY L.C.E. DECK 5'- 5"--'i r- / -� ALTERNATE 'to — LOF T N UNIT C ^ O DETAIL 3 >' ALTERNATE `1 LOFT 11 !P UNIT C 110 a w ,\ DETAI L 4 , z I (open) 17 =2" I r I N v • U T 5 1 ,N ,, m .; t> M . u,. . .: 7f S R EE 0 T 3Y 9 i M ' {0 T,,' r v I UN Q Ur b } ,w } (d r ' < 7-77-7777 < z, d t: 4 {.. l .n F s. r n:. E 71 a C t t { 1 t 1 RY$ V M IN � £ T > r tf 4 t F:• F *t r t )y 4 R L 5 l- f (�t s >a � 7 1 i i Y a { y Y` mama p• • r r ND t � ` a, d a { d 4 > � +�a t w P i t:, N { } J U N 6 � . cf SEE Y , 85 nn, S t E : E 7 (SE Es TYPICAL 5 YP A tl A ( PICA .; ,. ( C 4 NIT.. L 1 SHE _. . iR a v o i UNIT e. LOFT � pK 490 `1 R to,95, f i r a v4 n X 4' c 4 r t. f n S^ ,t t t t f -` t sa S' •ki , v r 5 , _ r r ♦ 4 S y FRI SCO, ♦ FcoLi Y rf n � t '�t i ty "yif , nv f. r V� t. •,.t T t S - � , 1 r , e��rr U N ITT 4" 5 4 UNIT 5 i.. ri i ��.� �. rr � ^La ��SF � '�` �. �� �.. :.. � `� - „�' o- J ��. "s. , a �. �" ^i •r, .it ,`. , ' % 7f S R EE 0 T 3Y 9 i M ' {0 T,,' r v I UN Q Ur b } ,w } (d r ' < 7-77-7777 < z, d t: 4 {.. l .n F s. r n:. E 71 a C t t { 1 t 1 RY$ V M IN � £ T > r tf 4 t F:• F *t r t )y 4 R L 5 l- f (�t s >a � 7 1 i i Y a { y Y` mama p• • r r ND t � ` a, d a { d 4 > � +�a t w P i t:, N { } J U N 6 � . cf SEE Y , 85 nn, S t E : E 7 (SE Es TYPICAL 5 YP A tl A ( PICA .; ,. ( C 4 NIT.. L 1 SHE _. . iR a v o i UNIT e. LOFT � pK A f'r GI`1 E3A 5 E U' % CAN _,` U.5. CU. S, ' D AT U, N 1 T l 4 i n r.lY "2 %•1 ., Yr.1s'l.v .. F r. -,s i (p) I Ho I N m lD HOMES 1 4.9 d (open) (d) 1D m r &�-- (oaf•oC�:-- A �Y Y/b '�'ti C /•mac v�'�{�''� 1�L.�7 490 `1 R to,95, f i C NO t. S^ ,t t t t f -` t sa S' •ki r' .-. RW LANs S FRI SCO, FcoLi nv A f'r GI`1 E3A 5 E U' % CAN _,` U.5. CU. S, ' D AT U, N 1 T l 4 i n r.lY "2 %•1 ., Yr.1s'l.v .. F r. -,s i (p) I Ho I N m lD HOMES 1 4.9 d (open) (d) 1D m r &�-- (oaf•oC�:-- A �Y Y/b '�'ti C /•mac v�'�{�''� 1�L.�7 Il m x ; l tip � i ,t 7�j h x �'i . ; r 7�j 4: 5K GxY A Y "4P r � F"' tn'Y-f i h SECTION G -G r _ ` SCTICUN It t f: F q f j i., a f f k n ? • 3rv. ry M; u , r 12.00" � ti 7 < c ?V f �� •. � .. .� �i5 = °15 E � ✓ .w r � 4 UNIT m � td t b t r+^M. n t : c tat Y • t t p �5.5'S' - tis5� a.90� u.80) 5.75) �f Y r. 1Y f %.:.. .. a.. . , a s T := " .. F •i _ u ' UNIT 1$ 3 X V. 04 132.'S ( d ) �EtEV. 840 ?:79'. �'i . ; 7�j 5K GxY A Y "4P r � F"' tn'Y-f i h SECTION G -G r SCTICUN f: F -F n ? • ry M; u , 12.00" 12.00r 1 77 f'fli t r,r m td t „ tat �5.5'S' tis5� a.90� u.80) 5.75) 11.64 Y %.:.. .. a.. . , a s T := " .. F •i _ u _./I,. (Open) G M �p tt J m tD Ln CD O 00 3 w m M O m 3 52 J LL G W m MH p0 RIM = INV = BOOTH. FALLS TOWN HOMES LOT 12, BLOCK 2, VAIL VILLAGE FILING 12, 3094 BOOTH FALLS ROAD At • = NOT FOUND cIN FZET� 1 inch = 20 M 5 �.a N -, N 0 m ON O° W0�O v c7 N w M � O l zm a P', • i d A O z � 0 0 u H M V rr�� �aW �a SHEET 1 OF I.