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DUPLEx REGEPTAG ~ L਍ഀ GLG MTD INGANDESGANT W/ PULL GRAIN cs~l਍ഀ pc ~ GROUND FAULT INTERRUPTING REGEPTAGLE rAGLE i਍ഀ WALL MOUNTED INGANDESGANT 220 VALT REGEPTAGLE 0਍ഀ ® REGE55ED INGANDESGANT-IG RATED ~ ~ GROUND FAULT INTERRUPTING ~਍ഀ ® REGE55ED DIREGTIANAL INGANDESGANT "~`~I WATER PROOF REGEPTAGLE (EXIST GONG ~OUNI~ATION P4Bax1492 teL• 970-479.7387਍ഀ WALLS TO fiZEMAIN v~,c~ sl~ss ~:97o-47G-oa77਍ഀ EXHAUST FAN ~ SPLIT WIRED REGEPTAGLE ~ T 6~ 2008 TrD archlteck, hc. t1ll tights ceserecd਍ഀ (~i FLOOD LIGHT W/ MATION SENSOR ~ FLOAR REGEPTAGLE/VERIFY FINAL LOCATION DGATIDN I I਍ഀ (+)5D SMAI4E DETECTOR-AG-INTER-GANNEGTE OVERHEAD DOOR OPENER/REGEPTAGLE਍ഀ D ~ w/ BATTERY BAGI~-UP 5 ,LE ~ N f~~~ _ tZEMDVE EXISTING ~ZDD~,਍ഀ WITCH ~ / WALL5,1=f2AMING, DDDRS, ~ G©NSULTANTS:਍ഀ ~ UNDER-CABINET GAUNTER-TAP LIGHTING THREE-WAY SWITGH ~ X ETG TD EXSITNG GDNGtZETE਍ഀ f FOUR-WAY SWITGH a ' ~ ~ ~ 1*DUNT7ATIDN਍ഀ ` ~ MOTION DETECTOR 5WI਍ഀ l y TGH ~ ~ PADDLE FAN _਍ഀ SWITGH W! DIMMER਍ഀ `0' GARBAGE DISPaSAL ~ 6D਍ഀ ~ DOORBELL w਍ഀ NEW GONG ~DUNI7ATIDN NEW GDNG SLAB਍ഀ 2'X4' FLUDRESGENT ~ TELEPHONE .1AGK M DN•Gi~A1~E 6" GDNG fali'E ~਍ഀ aM DEDICATED PHONE LINE ~ ~BC~LLA1~.75 a~ ~ \਍ഀ rfl GABLE TELEVI51aN਍ഀ 6x6 RDUGH-SAWN਍ഀ ~ GLOGK TYPE OUTLET Glr1?AID GDLUMN I~aSU~: NEW STEEL DVH1.~ DDDR਍ഀ 1'x4' FLUORESCENT O JUNCTION SAX-DIRECT WIRED FIXTURE/APPLIANCE /AiaPl iaU~.~ JUNE 12. 2C~(~`7਍ഀ Q THERMOSTAT਍ഀ ESB ELECTRIC BASE SAARD਍ഀ r਍ഀ I਍ഀ 202਍ഀ - --ALUM GABLE END LOUVER਍ഀ ਍ഀ ASPS਍ഀ (300 2x ROUGH-SAWN਍ഀ GEDAR FA5G1A-PAINT TA਍ഀ MATGH EXIST TRIM AN-51TE਍ഀ 2x8 I GED~਍ഀ MATC਍ഀ I'-A° 2x12 ROUGH-SAWN਍ഀ GEDAR TRIM-PAINT TA MATGH਍ഀ EXIST TRIM ON-SITE 2x6 ~਍ഀ GED~਍ഀ FIBER CEMENT LAP SIDING-4" EX151 EXPOSURE-PAINT TO MATGH਍ഀ EXIST SIDING-PAINT TA MATGH FIBEi;਍ഀ EXIST SIDING ON-51TE EXPO਍ഀ EXiS~਍ഀ I਍ഀ P EX15T GONG FAUIND ~ ~਍ഀ ATION ~ I ~ ~਍ഀ ~ _ _ ~ m...._...~ ~...s .~...m ~w r_ _ _ _.a I ( NEW C ~ ~T਍ഀ _ _ ~ ~ _r _ _...m ~ . _ _ _ ,a,.. _ - n._ ~ _ _ _ m ~ ar ~ ~i਍ഀ I.._.__~...~..~.._.~__..,.___...._.M__..__.~~_ ___J਍ഀ I I I I I Q u਍ഀ i w _ n਍ഀ t 12਍ഀ 6਍ഀ . _਍ഀ z FURR MIGROL;AM SM NEW R਍ഀ ~ ~ 6x6 ROUGH-5AWN Ix R5 GEDAR TRIM ALL DaaR; ~ GEDAR GALUM EXPOSED FACES ~ ~ ~ r w N ~ ~i ~ 51DING਍ഀ ~ ~ G਍ഀ OVERHEAD ROAR COMPANY r _I ~ r G ,~1 - _ 1 . STEEL aVHD DAAR-MODEL ~ r- -'~~-r r-~ .Gx4 R~਍ഀ ~ X162 Z w 'STO ~l ~ / GKTON 2 ~ ~ ~ ; ~ AT PEf਍ഀ GLAZED PANEL-PAINT TO ~r ~ ~਍ഀ MATGH SIDING ~ ~ ~ ~ ~ ~o l਍ഀ I I ~ >=XIC.T hfb.ll i~nv~c rn uc~la~ti 9਍ഀ ' ~ ~i, v i i. r°,iLUVn>!~ I V Rirl'Iti IV਍ഀ (REMOVE A5 REOD FOR NE ` GON51R AND RE-INSTALL) w਍ഀ f L------JL- -਍ഀ R਍ഀ 0 NO'F-<~-TH ELE---Z\//A-਍ഀ ~NEST ELE\/A-TI If 1 !I਍ഀ 1 r!਍ഀ I I I ~I;~c~ - i 1/4 1਍ഀ _਍ഀ j~਍ഀ ~`i - y~-~ ~1'.D architects਍ഀ ff 4fffffkf if ffffffflf fff if#ff਍ഀ ~ . T~਍ഀ A, GENERAL ~ ~ e਍ഀ I. THE STRUCTURAL DRAWINGS ILLUSTRATE THE 8. LAMINATED VENEER LUMBER LVL ~ ~ ' ~ ~ ~਍ഀ GAMPLETED STRUCTURE WITH ALL ELEME T5 IN % ~ ~ ~ N -LVL OR PSL PRODUCTS SHALL BE PLANT J਍ഀ THEIR FINAL POSITIONS, PROPERLY SUPPARTED FABRGATED IN A CONTINUOUS PRE55 WITH ALL AND BRACED. THE CONTRACTOR, IN THE PROPER GRAIN ORIENTED PARALLEL TO THE LENGTH OF l~,ra ~ ~a0 LB/SQ f~SPH>~਍ഀ SHALL PROVIDE SHORING AND BRACING TGHE MEMBER Gj 5EG2UENGE, ~ HINGLES ON I 7~਍ഀ A5 MAY BE REQUIRED, -ALL LVL QR PSL PRODUCTS SHALL BE SUBMITTED਍ഀ PDR APPROVAL w/ REFERENCE TO THE - UNDERI-,4YMENT 01਍ഀ 2, THE GENERAL GANTRACTOR 15 RESPONSIBLE APPLICABLE CURRENT NATIONAL EVALUATION PLYWD ~aal= SHED FOR MEANS METHODS TECHNIQUES SEQUENCES ~ {i Ii਍ഀ r ~ ~ REPORT PREPARED BY GABD OR CURRENT AND PROCEDURES FOR CONSTRUCTION OF THIS EVALUATION REPORT PREPARED BY IGBO਍ഀ PROJECT. JOB5ITE SAFETY IS THE 50LE 2X4 WD R.00~਍ഀ RESPONSIBILITY OF THE CONTRACTOR. ALL -LVL MEMBERS SHALL HAVE THE FOLLOWING TRUSSES ~ 24" OC਍ഀ METHODS USED FOR CONSTRUCTION SHALL BE IN ALLOWABLE STRESSES; ACCORDANCE WITH THE LATEST EDITION OF THE -FLEXURAL GOMPRE551ON DR TEN51QN:2,600 psi਍ഀ IBC AS ADAPTED BY THE TQWN OF VAIL, -HORIZONTAL SHEAR: 285 psl I'_a"਍ഀ CALARADA. -COMPRESSION PARALLEL TO GRAIN; 2,46A psi਍ഀ -GAMPRESSfON PERPEN TD GRAIN: 750 psC i਍ഀ 3. THOUGH EVERY EFFORT IS MADE TO PROVIDE A -MODULUS QF ELASTICITY: I,SOO,ODO psi਍ഀ GQMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, DISGREPANGIES OR OM1551QN5 MAY q. SHEATHING:਍ഀ OCCUR. RELEASE OF THESE DOCUMENTS -CONFORM TO AMERICAN PLYWOOD A55OGIATION਍ഀ ANTICIPATES GADPERATION BETWEEN THE CAPA} DE51GN SPEGiFIGATIDN, CURRENT EDITION. r਍ഀ GANTRAGTOR, QWNER AND ARCHITECT TO PRQYIDE SHEATHING SHALL BE CONTINUOUS OVER THREE਍ഀ THE BEST PO551BLE PROJECT. THESE DRAWINGS ADJACENT 5PAN5 MINIMUM, HAVE BEEN PREPARED FAR THE U5E OF A਍ഀ -WALL SHEATHING: Y~ APA-RATED SHEATHING, 5 u ~ ~ QUALIFIED CONTRACTOR EXPERIENCED IN THE l8 TYPE X GYP EXPASURE I. ORIENT PANELS wl GRAIN PARALLEL਍ഀ CONSTRUCTION TECHNIQUES AND SYSTEMS SHOWN. TA WALL STUDS. NAIL TO TA SUPPARTS wf Sd ~ b" BD GLG i਍ഀ DG AT ALL PANEL EDGES ~ Sd ~ 12" OG IN PANEL 2XS RS CEDAR i~਍ഀ B, FOUNDATION DESIGN FIELD. ~ASG I਍ഀ 2-2x6 WT7 I. THE DESIGN OF CONTINUOUS FADTiNGS IS BASED 10, ALL TIMBER CONNEGTARS SHALL BE i਍ഀ ON A MAXIMUM ALLOWABLE BEARING PRESSURE OF G-TIE" GANNEGTORS M NUFAG RED BY PLATES STRDN A TU FIBER ~yi 1਍ഀ 2ODQ PSF, GENERAL CONTRACTOR TD FIELD SIMPSQN STRONG-TIE CONNECTOR COMPANY, s਍ഀ VERIFY. CEMENT 501=SIT INSTALL PER MANUFACTURERS INSTALLATION਍ഀ RECOMMENDATIONS 2. iN LIEU OF A SOILS REPORT FAR THIS PROJECT, ZXG WD STUt75 „਍ഀ ~~6 STRUGT WD GG TO RETAIN A GEOTEGHNIGAL ENGINEER TO ~ 24 aG਍ഀ VERIFY 501E BEARING CAPACITY CAPEN HOLE II. INSTALLATION OF PRE-ENGINEERED 5Y5TEM5: SHEATHING਍ഀ INSPECTION) PRIOR 7O TOWN OF VAIL FARTING -PRE-ENGINEERED SYSTEMS SHALL BE INSTALLED਍ഀ INSPECTION IN ACCORDANCE w! MANUFACTURER'S RECQMENDATIONS AND SPECIFICATIONS. PROVIDE 5/8" TYPE 'X` GYP BD ~IS~R CEMENT ~.,~I਍ഀ 3, FOOTINGS SHALL BE PLACED QN THE NATURAL, SHOP DRAWINGS, SIDING-4° EXPaSU'਍ഀ UNDISTURBED SAILOR COMPACTED STRUCTURAL,਍ഀ FILL BELQW FROST DEPTH, 12. LAG SCREWS: -GQNFORM TA AN51 / ASMESTANDARD BI8,2.1-Ig81 z TREATED 2x6 WD਍ഀ 4, CONCRETE TA BE 4000 P51 t~ 28 DAYS W1TH 5 -CLEARANCE HOLE FOR SHANK SHALL HAVE SAME -਍ഀ ~ x 8" ANCHOR AIR-ENTRAINMENT, DIAMETER AS THE SHANK ~ SAME DEPTH OF 8 -r. T a,, ( f _਍ഀ PENETRATION AS THE E GTH QF UNTHREADED ~ ~ L N 32 aG-GROUT EXl. - 1 '਍ഀ SHANK ~ 5. ALL CONCRETE TD BE INSTALLED IN CQ~~'OLID AT BOLTS਍ഀ AGCARDANGE WITH AGI STANDARDS AND -LEAD HOLE FOR THREADED PARTION SHALL HAVE _ A DIAMETER EQUAL TO 'I09h DF DIAMETER AF Q PRACTICES. d਍ഀ UNTHREADED SHANK ~਍ഀ G. REINFORCING STEEL -THREADED PORTION OF LAG SCREW SHALL BE਍ഀ INSERTED INTO LEAD HALE BY TURNING WITH ~ I. DETAILING, FABRICATION AND PLACEMENT OF਍ഀ WRENCH, NOT BY DRIVING WITH A HAMMER REINFORCING STEEL SHALL BE IN ACCORDANCE -U5E 50AP QR LUBRICANT ON LAG SCREWS OR IN 4 d r਍ഀ WITH THE 9o9ouAGl MANUAL OF GANGRETE PRACTICE LEAD HALE TQ FACILITATE INSERTION AND TA a • 1x4 WD 1=URRING਍ഀ PREVENT DAMAGE TQ LAG SCREW 2, ALL REINFDRGING BARS SHALL GQNFDRM TD C~ I6 OG VERT਍ഀ ASTM SPEGIFICATIAN A615-"1q AND SHALL BE ~ j~ ~ r਍ഀ i _r O GRADE 6O, ~ ~ ~ ~ , U.J I਍ഀ 3. AT SPLICES IN GQNGRETE, LAP BARS 36 BAR ~ „ 6 .਍ഀ DIAMETERS. DQ NAT WELD OR U5E MECAHNICAL 4 GONG SLAB W/6X6 1਍ഀ SPLICING DEVICES. ~ W1.4 x W1.4 WW1= aN 4°਍ഀ 4, WELDED WIRE FABRIC SHALL CANFDRM TD ASTM COMP GRAN FILL-SLOPE . SPECIFICATION A-185, LAP WELDED WIRE FABRIC A - TO DOOR-DOWEL Ta d਍ഀ MINIMUM OF ONE FULL MESH PLUS ~ INCHES. LAPS O a . PRE-EIN ALUM਍ഀ ~ GANG WALL w/ 24 x24 a SHALL BE WIt2ED TOGETHER. - DRIP I✓LASHING ~OOi= SH~,~THING਍ഀ #4 BARS ~ 12 aG 20'-O" fil~Lp VIrRI~Y GON~u~T,~NTS:਍ഀ D. STRUCTURAL STEEL a • . Z©0~਍ഀ EXIST GRADE/PA~r L PIPES INDICATED AN PLAN ARE NOMINAL਍ഀ CAPPRAXIMATE INSIDE DIAMETER} AND REFER TA਍ഀ AISG PIPE SCHEDULE D3MENSIQNS, Sl਍ഀ a਍ഀ 2, EXPANSION BQLTS SHALL BE WEDGE TYPE `HILTI', a Q ~ a ! IEXIST F',4VING TO fi2~MAIN j਍ഀ 'BAWL' QR 'REDHEAD'WITH THE FOLLOWING MINIMUM • ~ ' a • d EMBEDMENTS" I j I~XI~T GONG LTG ~ ~DN ~ j {਍ഀ Y2'~ = 2 Ys° o a~ o p P p o Q o o a o 0 j ~ Wt`kLLS TO f2r'M,~IN i I਍ഀ sf$::~ M S~~਍ഀ I ICI I I`I I I^I ~ I-1 I ICI I਍ഀ =111=111=11 CSI j M~ j _ _ I -a ' ~ j R~MOV~ ~XI~TING COOP,਍ഀ D, w~ - - d S GANG W~4~,~. w/ -III--I l lul l l-I ~ N j ~ - ~u ~ ~ tl _ ~ k WALL.5, ~1~4MING, DOOR5,਍ഀ I. ALL TIMBER PRODUCTS SHALL BE IN 111-III=111 •,a BARS ~ 48° aG Ht਍ഀ ACCORDANCE WITH THE NFPA, NATION DESIGN I I I-I 11=1( OG VERT > j f N~iN 4" GONG 5LA8 wl 6x6 I I LTG TO ~X91TNG GONGRET~ 1~5UE' Q j C / WI.A~xl.4 WWI QN A~" GOMP I ! POUNbA~TION ~i~U~ ^~r~r~-t਍ഀ SPECIFICATIONS, CURRENT EDITION _ I I (`I I I ~a਍ഀ d 11_111 2. ALL LUMBER SHALL BE VISUALLY GRADED AND ~਍ഀ - III HAVE A MAXIMUM MOISTURE CONTENT OF I~~ ~j-਍ഀ III਍ഀ 3. FRAMING LUMBER: 2x8 ~ LARGER; DOUGLAS °਍ഀ FIR-LARCH, ALL ELSE: HEM-FIR IN THE FOLLOWING x I6° GONG ETC AREAS: P਍ഀ BARS GOVT -GENERAL FRAMING: STANDARD ~ BETTER DR ,d • r਍ഀ STUD a਍ഀ -STUDS. STUD OR BETTER • • . •਍ഀ -FLOOR JAISTS ~ RDAF TRU55E5: NO. 2 OR ~ BETTER ,਍ഀ -BEAMS STRINGERS POSTS AND TIMBERS: NQ. I QR °a ~ ~ d਍ഀ BETTER਍ഀ 4. STUD WALLS:਍ഀ -FRAME STUD WALLS w/ 2x 5TUD5 c~lb°DG AS SHAWN ON DRAWINGS਍ഀ -PROVIDE MIN 3 STUDS AT GARNERS਍ഀ -SHIM FOR BEARING ON GANGRETE SUBSTRATES, 3਍ഀ GROUT w11.3 PORTLAND DEMENT-SAND GROUT FOR਍ഀ FULL BEARING -STAGGER SPLICES ~ FACE NAIL PLATES਍ഀ TOGETHER AT MULTIPLE TOP PLATES INDICATED ON਍ഀ ''^^II nn DRAWINGS ~ Yuri T ~਍ഀ I ~ -PROVIDE 5TUD5 AT OPENING JAMBS:਍ഀ -2 5TUD5 C~ APENINGS < 5'-0° W -3 5TUD5 c~ OPENINGS BETWEEN 5'-O" ~ 8'-O" W਍ഀ -4 STUDS ~ OPENINGS ~ 8`-D" W਍ഀ -BEAR OPENING HEADERS ON MULTIPLE JAMB਍ഀ STUDS:਍ഀ -I STUD ®OPENINGS < 8'-O" W i਍ഀ -2 5TUD5 MIN ~ OPENINGS > 8'-O" b. ALL MULTIPLE MEMBER HEADERS, BEAMS ~਍ഀ POSTS MADE FRAM FRAMING LUMBER SHALL BE਍ഀ NAILED TOGETHER TQ FORM A SINGLE, COMPOSITE਍ഀ UNIT USING NO LESS THAN TWA ROWS OF Ibd c 12°਍ഀ vcw਍ഀ -1. COMPL`" WITH MINIMUM 5TANDARD5 FOR਍ഀ FRAMING CONNECTIONS A5 INDICATED IN IBC਍ഀ TABLE 2304,11,1਍ഀ ਍ഀ