The URL can be used to link to this page

Home My WebLink AboutB18-0048_approved plans_1522697851.pdfELECTRICAL ENGINEER MECHANICAL ENGINEER GENERAL CONTRACTOR FIRE SPRINKLER / ALARM: ACOUSTICAL: PROJECT TEAM:CODE INFORMATION: PLAN DIAGRAMS: VICINITY MAP: DRAWING INDEX: PROJECT SCOPE: CODE INFORMATION: SECOND FLOOR WITH BELOW GRADE PARKING TYPICAL UPPER LEVEL FLOOR FIRST FLOOR @ GRADE THIRD FLOOR WITH PLAZA PARKING (E) EGRESS No proposed changes; shown for information only. (E) EGRESS (E) BLDG EGRESS (E) BLDG (E) BLDG EGRESS EGRESSOPEN STAIR TO LOBBY No proposed changes; shown for information only. No proposed changes; shown for information only. (E) EGRESS (E) EGRESS (E) EGRESS (E) EGRESS GORE CREEK RM COLUMBINE RM DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1PROJECT INFORMATION A-000 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 )QTG %TGGM 4QQO0 0 u HO ILL ROOM T MO'EL ROOM A . HOTLL ROOM _ l' rwp HOTEL ROOM MOTE: ROOM STM '5 fl r b rrzrv MECHANICAL r 2 \ MECHANICA11 ALINA/ GVM _r ill vzn zxi mMECHANICAL © © © ® © © ©© © 0 0 © © i pzi . m /v . 0 _ ttH m t Jt t r ^CONDO 1 |2 i p#J -*i U CONDO CONN r rurur LAST BUHDING £ K -1 ^‘~rr 'Fi Mifo l TP' J & uTCncN p“U EXIT BALCONY TO GRADE IM str: — J TH® CONDO \ : DM o , J LAI LAJr © © © © © © ©0 O© © © i t 0 0 BUnc NGI ;wr ’ In m f=r ED □ L MOTEL ROOM OTB ROOM MOTE. ROOM I HOTEL ROOM 2\i it J m vu ■^TT= CONDO BBr ttSTAURAN r nzdtzr- fezr IX] i © © © © © © © © © © © fcASi ^UHDlfaG i 0 o r~i~ i xz it (OrtL ROOM 1 HO EL ROOMHO'EL ROOM· lOTEL ROOM,1 HOTEL ROOMJ LrkJJt- ___ rk_ 'V~ 1 CONDO % CONDO it CONDO __ r ! HOTFt ROOM HO'E ROOM HOTEL ROOM iL*; EXISTING — STAIR © © © © © AzAt © |4 1 CONDO zzzr 11t 0 c5 © APPLICABLECODES: 603.1.1DUCTS. THEUSEOFNONMETALLICDUCTSSHALLBEPERMITTEDWHERE · 2015INTERNATIONALBUILDINGCODE INSTALLEDINACCORDANCEWITHTHELIMITATIONSOFTHE · 2015INTERNATIONALCODESFORFIRE,PLUMBING, INTERNATIONALMECHANICALCODE. MECHANICAL,FUELGAS,ENERGYCONSERVATIONCODE,AND EXISTINGBUILDINGCODES 603.1.2PIPING. · 2014 NATIONALELECTRICALCODE THEUSEOFCOMBUSTIBLEPIPINGMATERIALSSHALLBE PERMITTEDWHEREINSTALLEDINACCORDANCEWITHTHE OCCUPANCYTYPE:(NOCHANGETOEXISTING) LIMITATIONSOFTHEINTERNATIONALMECHANICALCODEANDTHE MIXED(A-2,A-3,B,R-1.S-2) INTERNATIONALPLUMBINGCODE. CONSTRUCTIONTYPE: 603.1.3 ELECTRICAL TYPE1B- SPRINKLERED THEUSEOFELECTRICALWIRINGMETHODSWITHCOMBUSTIBLE INSULATION,TUBING,RACEWAYSANDRELATEDCOMPONENTS ALLOWABLEHEIGHT:(NOCHANGETOEXISTING) SHALLBEPERMITTEDWHEREINSTALLEDINACCORDANCEWITH 180'-0" AND12STORIES THELIMITATIONSOFTHISCODE. ACTUALHEIGHT:(NOCHANGETOEXISTING) EGRESS:NOCHANGETOEXISTING 8STORIES;90-0" REQUIREDCORRIDORFIRERATING:.5HRSWITHSPRINKLER ALLOWABLEAREA:(NOCHANGETOEXISTING) A-2;A-3;B;R-1- UNLIMITED S-2-316,000 SF TABLE508.4 REQUIREDSEPARATIONOFOCCUPANCIES A/R-1HOUR A/B-1HOUR A/S-2- NONE TABLE601FIRERESISTIVERATINGS: PRIMARYSTRUCTURALFRAME- 2HOURS BEARINGWALLS- 2HOURS FLOOR/CEILINGCONSTRUCTION- 2HOURS ROOF/CEILINGCONSTRUCTION-1HOUR COMBUSTIBLEMATERIALSSHALLBEPERMITTEDINBUILDINGSOF TYPEIORIICONSTRUCTIONINTHEFOLLOWINGAPPLICATIONS: THEPROJECT INCLUDESINTERIORUPGRADESTOEXISTING CONFERENCEROOMAT LIONSQUARELODGEINCLUDINGNEW 1. FIRERETARDANT TREADEDWOODSHALLBEPERMITTEDIN CEILINGFINISHES,LIGHTING,INTERIORTRIM,ANDROOMDIVIDERS NONBEARINGPARTITIONS;NONBEARINGEXTERIORWALLS;AND ROOFCONSTRUCTION. AREAOFEXISTINGCOLUMBINEANDGORECREEKROOMS= 2,350 2. INTERIORWALLANDCEILINGFINISHESINSTALLEDIN SF(NOCHANGETOEXISTINGSF) ACCORDANCEWITHSECTIONS801AND803. 3. TRIMINSTALLEDINACCORDANCEWITHSECTION806. OCCUPANT LOADOFWILDWOODROOM= 2,350 SF/7 = 336 4. BLOCKING OCCUPANTS 5. NAILINGORFURRINGSTRIPSASPERMITTEDBYSECTION803.13 6. MATERIALSUSEDTOPROTECT PENETRATIONSINFIRE NOCHANGETOEXISTINGEGRESSDOORS RESISTANCERATEDASSEMBLIESINACCORDANCEWITHSECTION TOTALEGRESSWIDTHPROVIDED= 180" @ GORECREEKRM 714. TOTALEGRESSWIDTHPROVIDED= 180" @ COLUMBINERM 7. MATERIALSUSEDTOPROTECT JOINTSINFIRERESISTANCE TOTALEGRESSWIDTHREQUIREDTOTAL= .2X336= 67.2" RATEDASSEMBLIESINACCORDANCEWITHSECTION715. © © r m mSatellite m w.mm SI V* i tas^4 1 ..fse r.T .it* P &P3 -■X ft? ■v H. as /1 5Sis/ws z. :rzif; Mr* si- oQnn Pr& MrO umn OWNER LIONSQUARELODGE 660 W. LIONSHEADPLACE VAIL,COLORADO81657 PHONE:970-477-4408 CONTACT:MIKELANGE E-MAIL:MIKE.LANGE@WYNVR.COM ARCHITECT KOHLERDESIGN POBOX880820 STEAMBOAT SPRINGS,COLORADO80488 PHONE:970-819-4589 CONTACT:LAURIEKOHLER E-MAIL:LAURIEKOHLER@COMCAST.NET INTERIOR DESIGNER WOODLANDLANEDESIGN 7562BEMIS LITTLETON,COLORADO80120 PHONE:303-726-7014 CONTACT:SHELBYVERRETTA E-MAIL:SHELBYVERRETTA@MSN.COM STRUCTURAL BC&E,LLC 1520 WEST CANALCOURT,SUITE240 LITTLETON,COLORADO80120 PHONE:303-815-3488 CONTACT:CHRISMORGAN E-MAIL:CMORGAN@BCE-LLC.NET RADERENGINEERING,INC. POBOX8610 40690 HIGHWAY6,SUITEE-1 AVON,COLORADO81620 PHONE:970-845-7910 CONTACT:DREW RADER E-MAIL:DRADER@RADERENGINEERING.COM WILDERENGINEERINGLLC 1170 BLUESAGEDRIVE STEAMBOAT SPRINGS,COLORADO PHONE:970-819-7848 CONTACT:ANDYWILDER E-MAIL:ANDY@WILDER-ENG.COM RANELSON 51EAGLEROAD#2 PODRAWER5400 AVON,COLORADO81620 PHONE:970-XXX CONTACT:MIKECUTHBERTSON E-MAIL:MCUTHBERTSON@RANELSON.COM DESIGNBUILDBYGC BORZYMACOUSTICS 2221COLUMBINEAVE. BOULDER,COLORADO80302 PHONE:720-317-3946 CONTACT:JIMBORZYM E-MAIL:ACOUSTICS@COLUMBINE.NET ARCHITECTURAL: A-000 PROJECT INFORMATION A-001FIRERESISTIVEASSEMBLIES A-100 DEMOLITIONFLOORPLAN A-101PROPOSEDFLOORPLAN A-400 DEMOLITIONCEILINGPLAN A-401REFLECTEDCEILINGPLAN A-600 EXISTINGINTERIORELEVATIONS A-601PROPOSEDINTERIORELEVATIONS A-602INTERIORDETAILS A-603 INTERIORDETAILS STRUCTURAL: S-1STRUCTURALATTACHMENTS MECHANICAL: M1.1MECHANICALSCHEDULES M2.1-DMECHANICALFLOORPLANDEMO M2.1-PMECHANICALFLOORPLANPROPOSED ELECTRICAL: E-1.1- Symbols,Schedules,OneLine E-2.1- Electrical Plan E-3.1- Specifications P.O. Box 880820 Steamboat Springs CO80488 970-819-4589 Any unauthorizeduseof these documents is prohibitedwithout the written consent of KohlerDesign CO/O' o<c--yx OOCO LAURIEZABKAR K0KJ-ER, ^0O2(W^3 , ★ ★ A.r oo 04/02/18 RATED ASSEMBLIES / G523: DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1FIRE RESISTIVE ASSEMBLIES A-001 REVIEW 11/30/2017 PRICINT 12/15/2017 PERMIT 2/12/2018 )QTG %TGGM 4QQO -© ONLINE CERTIFICATIONS DIRECTORY Design No. G523 BXUV.G523 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembiy Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. G523 July 28, 2017 Restrained Assembly Rating — 2 and 3 Hr. (See Items 2, 15, 15C, 15D, 15E, 15G, 17, 21 and 21A) Unrestrained Assembly Rating — 2 and 3 Hr. (See Items 2, 15, 15C, 15D, 15E, 15G, 17, 21 and 21A) Unrestrained Beam Rating — 2 and 3 Hr. (See Items 2, 15, 15C, 15D, 15E and 17) This design was evaluated using a load design method other than the Limit States Design Method (e.g.. Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. a ’ ®...................wii U-J/Z w VU7j©\ / © ;© L L/£“er 5/8" ,...® g) ~ir M/4 “421f y 4 i TXUllL. ftirtllAwiHMAil_£____■ 10\sz ©W-T— ssotwuf.*:-. 1. Beam — W10x21, min size. As alternate to steel beam, joist girders (Not Shown)-20 in. min depth and 13 Ib/lin ft min weight, 2. Normal-Weight Concrete — Carbonate or siliceous aggregate, 152 + or - 3 pcf unit weight, 3000 psi compressive strength. Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Concrete ThknsIn. 2 2 2 2-1/2 2 2 3 2-1/2 3 3 3 3 3. Metal Lath — 3/8 in. rib, 3.4 lb per sq yd expanded steel. Tied to each joist at every other rib and midway between joists at side laps with 18 SWG galv steel wire. As an alternate for 2 Hr assembly rating only, the form material for the concrete may be corrugated steel deck 9/16 in. deep of 28 MSG (min) galv steel welded to supports 15 in. OC with welding washers. The concrete thickness shall be measured to the top plane of the steel deck. 3A. Steel Floor and Form Units* — (Not shown) As an alternate to Item 3, Composite 1-1/2 in. deep, 30, 35 or 36 in. wide, galv steel units. Min gauge is 22 MSG. Welded to supports 12 in. OC. Adjacent units button-punched, welded or screwed together 36 in. OC max along side joints. The concrete thickness shall be measured to the top plane of the steel deck. VULCRAFT, DIV OF NUCOR CORP — Types 1.5VL, 1.5VLI, 1.5PLVLI. 4. Steel Joists — Type 8J2 or 10K1 min size, spaced 24 in. OC welded to end supports. 5. Bridging — 1/2 in. diam steel bars welded to top and bottom chord of each joist. 6. Hanger Wire — No. 12 SWG galv steel wire, twist-tied to lower chord of joists. Located 48 in. O.C. along main runners; hanger wires required at all four corners of light fixtures, and at midspan of cross tees at the sides of the light fixture. 7. Cold Rolled Channels — No. 16 MSG cold-rolled steel channels, 1-1/2 in. deep with 9/16 in. legs. 8. Air Duct — No. 24 MSG galv steel. Supported on 1-1/2 in., 16 MSG cold-rolled steel channels spaced 24 in. OC Duct opening, not to exceed 144 sq in. per 100 sq ft of ceiling area, with no individual opening greater than 144 sq in. Maximum lateral dimension of duct outlet 12 in. 8A. Air Duct Materials* — (Not shown) — Optional. For the 2 h ratings, as an alternate to steel air duct (Item 8), Rigid Air Duct Materials may be used in accordance with their Fabrication Instructions. The duct outlet throat is positioned at the center of 24 in. long min 0.029 in. thick (22 gauge) galv steel duct liner. These ducts are supported by min 0.053 in. thick (16 gauge) cold rolled steel channels suspended from the joists by 12 SWG galv steel wire. Channels are placed directly below the steel duct liner, one on each side of the throat, and otherwise spaced 72 in. OC for ducts up to 36 in. wide, and 48 in. OC for ducts between 36 and 60 in. wide. Min clearance of 4 in. required between back of ceiling membrane and bottom of air duct material. JOHNS MANVILLE - Rigid, Class I. KNAUF INSULATION LLC - Rigid, Class I. 9. Damper — No. 13 MSG steel, hinged on one side. Protected on both surfaces with 1/16 in. thick ceramic fiber paper. Damper held in open position with 160 F fusible Link bearing the UL Listing Mark. Damper to overlap duct outlet by 3 in. In lieu of the damper described above, Duct Outlet Protection System A, as described in the Design Information Section, may be used with steel ducts. When 2-1/2 in. thick concrete and 5/8 in. thick gypsum board are used. 10. Fixtures, Recessed Light — (Bearing the UL Listing Mark). Recessed light fixture with steel housing with four adjustable mounting brackets, 2 by 4 ft size, with or without vented sides for air boots. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. fixtures. Luminaire enclosure kit to be installed in accordance with the accompanying installation instructions. When air supply light fixtures with air boots are used, fixtures and air boots shall be fully enclosed except for the opening needed to accommodate connection to air supply duct. 10A. Alternate Fixtures, Recessed Light — For use with Steel Framing Members, Item 15B, 15D, 15E, 15F, or 15G - (Bearing the UL Listing Mark). Recessed light fixture with NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft size. Fixtures provided with swing-out steel support hooks near each corner designed to engage the bulb of the steel framing member cross tees. Size of steel framing member module to be nominally 2 in. wider and longer than the nominal fixture size. Fixtures to be additionally screw-attached to the web of the cross tees near the center of each long side and at both ends using No. 6 by 2-5/8 in. long (sides) and No. 6 by 1-5/8 in. long (ends) steel drywall screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 10B, Alternate Fixtures, Recessed Light — For Use with Steel Framing Members, Item 15A- (Bearing the UL Listing Mark). Recessed light fixture with NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft size. Fixtures provided with swing-out steel support hooks near each corner designed to engage the bulb of the steel framing member cross tees. Fixtures to be additionally screw-attached to the cross tees near the center of each long side and at both ends using 2 in. long Type S-12 (sides) and 3 in. long Type S-12 (ends) steel screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 11. Fixture Protection — Gypsum Board* — 1/2 or 5/8 in. thick, same as Item 17, cut into pieces to form a box assembly approx 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 5/8 in. clearance between the fixture (Item 10) and the protection enclosure. The pieces are held together by 6d nails at each corner. Overlap on adjacent lay-in panels. 11A. Fixture Protection — Gypsum Board* — For use with Steel Framing Members, Items 15B, 15D, 15E, 15F, or 15G - 1/2 in. or 5/8 in. thick, same as Item 17 or 17B. Cut to form a five sided enclosure, rectangular in cross-section, at least 1-1/4 in. higher than the NEMA Type F light fixture housing (Item 10A). The fixture protection enclosure is to be installed in the grid module prior to installation of the NEMA Type F light fixture. The fixture protection side pieces are to be provided with nominal 1-1/4 in. wide by 3-1/2 in. long cutouts to accommodate the swing-out steel support hooks near each corner of the fixture. The fixture protection side and end pieces rest on the flanges of the primary cross tees and are screw-attached to the web of the cross tee with No. 6 by 1-5/8 in. long steel drywall screws. The top piece rests on the top edges of the side and end pieces without mechanical attachment. The dimensions of the fixture protection NEMA Type F Fixture Size 1 by 2 ft 1 by 4 ft 2 by 2 ft 2 by 4 ft Top Piece, in. 13-1/2 x 25-1/2 13-1/2 x 49-1/2 25-1/2 x 25-1/2 25-1/2 x 49-1/2 Side Piece, in. 7 x 25-1/2 7 x 49-1/2 7 x 25-1/2 7 x 49-1/2 End Piece, in. 7 x 12-1/4 7 x 12-1/4 7 x 24-1/4 7 x 24-1/4 11B. Fixture Protection — Gypsum Board* — For Use with Steel Framing Members, Item 15A - 1/2 or 5/8 in. thick, same as Item 17 or 17A. Cut to form a five sided enclosure, rectangular in cross section, for the NEMA Type F light fixture (Item 10B). The fixture protection enclosure is installed around the grid module prior to installation of the NEMA Type F light fixture. The end pieces of the light fixture protection rest upon the flanges additional nom 4 ft long cross tees placed at each end of light fixture opening. The pieces of gypsum board are secured to both cross tees with three 1 in. long Type S screws, one at the center of the cross tee and the remaining two screws spaced 12 in. O.C. in both directions. The end clips of the two additional cross tees are removed and the cross tee/gypsum board combinations are placed at each end of the module facing the light fixture opening with the ends of the cross tees resting on the flanges of the main runner. Two side pieces of the gypsum board protection are notched at the bottom with three 1/4 in. wide by 1-9/16 in. long notches to accommodate the cross tee bulbs. On each side the pieces are installed vertically, resting on the three cross tees intersecting the 50 in. long cross tees and placed 1-1/4 in from the edge of the 50 in. cross tees. The four side pieces of the light fixture protection box are secured together with 6d nails, one at mid-height, and one at each of the four corners, The top piece of gypsum board is loosely-laid on top of the four sided box and secured at each of the four corners with 6d nails. Holes are drilled through the top piece of gypsum board for the attachment of the hanger wires specified in Item 6. Two 4 ft long cross tees are placed on top of the fixture protection box, equally spaced and secured from the underside of the fixture protection box with three 1 in. long Type S screws equally spaced. The NEMA Type F Fixture Size 1 by 2 ft 1 by 4 ft 2 by 2 ft 2 by 4 ft Top Piece, in. 19 x 31 19 x 55 31 x 31 31 x 55 Side Piece, in. 6 x 30 6 x 54 6 x 30 6 x 54 End Piece, in. 6 x 19 6 x 19 6 x 31 6 x 31 12. Fixture Protection — Batts and Blankets* — (Alternate to Item 11)— 1-1/4 in, thick, cut into pieces to form a box assembly approx 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 1-1/4 in. clearance between the fixture and the protection enclosure. The pieces are held together by No. 18 SWG galv steel wire at each corner. Overlap on adjacent lay-in panels. THERMAFIBER INC - Type FR. 12A. Fixture Protection - Luminaires, Luminaire Assemblies and Luminaire Enclosures Classified for Fire Resistance* — (Not Shown) - As an alternate to Item 12, luminaire enclosure kits consisting of pre-cut pieces of faced batts and assembly hardware may be used to form a five-sided rectangular enclosure over NEMA G recessed light SUPERIOR PLUS CONSTRUCTION PRODUCTS CORP — SafeLite® THERMAFIBER INC — FixtureShield 13. Flexible Air Duct — (Not shown) — Class I Flexible Air Duct Material — Max inside diam 6 in. attached to supply air duct and air boots with 2 in. wide pressure-sensitive fabric duct tape. Any Class I Air Duct Material bearing the UL Listing Mark (Gas and Oil Equipment Directory). 14. Air Boots — No. 24 MSG galv steel air boots to be installed in not more than 67 percent of the light fixtures. Air boots are installed in pairs, along both sides of light fixtures and connected by a No. 24 MSG galv steel, crossover duct. 15. Steel Framing Members* — a. Main Runners — Nom 12 ft long spaced 4 ft OC. b. Cross Tees — Nom 4 ft long spaced 24 in. OC perpendicular to main runners with one additional cross tee located 8 in. on each side of each end joint of gypsum board. When Types 654C or 674C cross tees are used, assembly and beam ratings are limited to 2 hr. ROXUL USA INC. D/B/A ROCKFON - Types 650, 650C, 670, 670C. the main runner ends may be riveted to the wall molding along one wall and the cross tee ends may be riveted to the wall molding along both adjacent walls. The rivets are intended to facilitate the ceiling installation, not to replace hanger wires. 15A. Alternate Steel Framing Members* — Main runners, cross tees, cross channels and wall angle as listed below: a. Main Runners — Nom 10 or 12 ft. long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft. OC. b. Cross Tees — Nom 4 ft. long, 1-1/2 in. wide face or 15/16 in. wide face installed at sides of light fixtures (Item 10), installed perpendicular to the main runners, spaced 24 in. OC. When Batts and Blankets* (Item 21) are used, cross tees spaced 16 in. OC. Additional cross tees or cross channels used at 8 in. from each side of butted gypsum board end joints. The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. When NEMA Type F (Item 10B) light fixtures are used, nom 4ft long cross tees, 1-1/2 in wide face, installed perpendicular to main runners and spaced nom 50 in. O.C. Two nom 50 in. long cross tees, 1-1/2 inch wide face, spaced nom 14 in. O.C. to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26 in. O.C. to accommodate nom 2 by 2 ft NEMA or 2 by 4 ft NEMA Type F fixture. When nom 2 by 2 ft NEMA Type F fixture is used, nom 26 in. long cross tees to be used to form nom 26 in. module at the center of the nom 50 in. long cross tees. Two additional nom 4 ft cross tees, 1-1/2 in. wide face are installed perpendicular to the main runners outside each end of fixture opening to support the end pieces of drywall fixture protection. Small cutoff pieces of cross tees were installed at the center of the nom 50 in. long cross tees and main runners by inserting the dip end into a cross tee slot on the main runner and securing the other end with a pop rivet to the nom 50 in. long cross tee. c. Cross Channels — Nom 4 ft. long, installed perpendicular to main runners, spaced 24 in. OC. When Batts and Blankets* (Item 21) are used, cross channels spaced 16 in. OC. d. Wall Angle or Channel — Painted or galv steel angle with 1 in. legs or 1-9/16 in. deep painted or galv steel channel with 1 in. legs attached to walls at perimeter of ceiling with fasteners 16 in. OC. to support steel framing member ends and for screw-attachment of the gypsum board. CGC INC - Type DGL or RX. USG INTERIORS LLC - Type DGL or RX. 15B. Alternate Steel Framing Members* — (Not shown) — Main runners nom 12 ft long, spaced 48 in. OC. Primary cross tees (1-1/2 in. wide across flange) or cross channels, nom 4 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional primary cross tees or cross channels required at each gypsum board end joint, 8 in. from and on each side of gypsum board end joint, and 8 in. from each side of NEMA Type G (Item 10) light fixtures. Secondary cross tees (15/16 in. wide across flange), nom 4 ft long, installed at sides of NEMA Type G light fixtures. When NEMA Type F (Item 10A) light fixtures are used, nom 4 ft long primary cross tees installed perpendicular to main runners and spaced nom 50 in. OC. Two nom 50 in. long primary cross tees installed perpendicular to nom 4 ft long primary cross tees and spaced nom 14 in. OC to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26 in. OC to accommodate nom 2 by 2 ft or 2 by 4 ft NEMA Type F fixture. When nom 1 by 2 ft or 2 by 2 ft NEMA Type F fixtures are used, nom 14 in. or 26 in. long primary cross tees to be used to form nom 26 in. long modules at the center of the nom 50 in. long primary cross tees. Additional lengths of primary cross tee to be installed at each end of each nominal 50 in. long primary cross tee to create a nominal 14 or 26 in. by 22 or 24 in. module at each end of light fixture module. Ends of these additional lengths of primary cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 4 ft long cross tee at opposite end. Additional short lengths of primary cross tee to be installed r 4 k: P.0. Box 880820 Steamboat Springs CO 80488 970-819-4589 Any unauthorized use of these documents is prohibited without the written consent of KohlerDesign CO/ Of o<c- -yx OA.o00 LAURIE ZABKAR K0 ★ ★ /k23 r oo ABC- perpendicular to main runners near center of nom 50 in. long cross tee on each side of light fixture. Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long primary cross tee at opposite end. The main runners, cross tees or cross channels may be riveted or screw- attached to the wall angle or channel to facilitate the ceiling installation. ARMSTRONG WORLD INDUSTRIES INC - Type DFR-8000. 15C. Alternate Steel Framing Members — * — (Not shown) — As an alternate to Items 15, 15A, 15B. Main runners nom. 12 ft long, spaced 48 in. OC. Cross channels, 4 ft. long, installed perpendicular to main runners and spaced 24 in OC. Additional cross channels required 8 in. from and on each side of gypsum board end joints and 8 in. from each side of light fixtures. Cross tees, 4 ft long installed perpendicular to main runners to support the 4 ft sides of light fixtures. J- shaped metal trim molding, installed at perimeter of light fixtures to cover and support the exposed gypsum board edges. ROXUL USA INC. D/B/A ROCKFON - Type 630. When Type 630 Steel Framing Members are used, assembly and beam ratings are limited to 2 hr. 15D. Alternate Steel Framing Members* — (Not Shown) — As an alternate to Items 15, 15A, 15B and 15C. For use in corridors or rooms having a maximum width dimension of 14 ft. Steel framing members consist of grid runners, locking angle wall molding and hanger bars. Locking angle wall molding secured to walls with steel nails or screws spaced max 24 in. OC. Slots of locking angle wall molding parallel with hanger bars to be aligned with tabbed cutouts in bottom edge of hanger bars. Hanger bars spaced max 50 in. OC and suspended with No. 12 AWG steel hanger wires spaced max 48 in. OC. Adjoining lengths of hanger bar to overlap 12 in. and to be secured together and suspended by a shared hanger wire. A min clearance of 1/4 in. shall be maintained between the ends of the hanger bars and the walls. Grid runners cut-to-length and installed perpendicular to hanger bars and spaced max 24 in. OC with additional grid runners installed 8 in. OC at gypsum board end joints and adjacent to each side of nom 2 by 2 ft or nom 2 by 4 ft NEMA Type F light fixtures (Item 11A). Grid runners parallel with walls to be spaced max 16 in. from wall. Ends of grid runners to rest on and engage slots of locking angle wall molding with a clearance of 3/8 in. to 1/2 in. maintained between each end of the grid runner and the wall. Bulb of grid runner to be captured by tabbed cutouts in bottom edge of hanger bars. When NEMA Type F light fixtures are used, flange of grid runner on each side of fixture module is to be slit and bent upward 90 deg along the length dimension of the fixture. Nom 24 in. long cross tees with tabbed ends bent 90 deg are to be formed from lengths of grid runner and are to be secured to the grid runner at each end of the fixture module using steel screws or rivets. Additional cross tees, nom 8 in. long with tabbed ends bent 90 deg, are to be formed from lengths of grid runner and are to be secured to the grid runners at the corners and center of each side of the fixture module using steel screws or rivets. ARMSTRONG WORLD INDUSTRIES INC — Type DFR-8000-SS. When Type DFR-8000-SS Steel Framing Members are used, assembly and beam ratings are limited to 2 hr. 15E. Alternate Steel Framing Members* — (Not Shown) — Main runners nom 12 ft long, spaced 72 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. When NEMA Type F (Item 10A) light fixtures are used, nom 6 ft long cross tees installed perpendicular to main runners and spaced nom 14 in., 26 in. or 50 in. OC, dependent upon fixture size and orientation. Nominal 14 in., 26 in. and/or 50 in. cross tees used in combination with the 6 ft long cross tees to create modules to accommodate nom 1 by 2 ft, 1 by 4 ft, 2 by 2 ft and 2 by 4 ft NEMA Type F fixtures. Additional lengths of cross tee to be installed between the 6 ft long cross tees at each end of each nominal 14 in., 26 in. or 50 in. long cross tee forming a light fixture module. Ends of these additional lengths of cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 6 ft long cross tee at opposite end. Additional short lengths of cross tee to be installed perpendicular to main runners near center of nom 50 in. long cross tee on each side of 1 by 4 ft or 2 by 4 ft light fixture which is installed with its long dimension parallel with the main runners. Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long cross tee at opposite end. The main runners and cross tees may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation. ARMSTRONG WORLD INDUSTRIES INC — Type DFR-8000. When Type DFR-8000 Steel Framing Members with 6 ft long cross tees are used, assembly and beam ratings are limited to 2 hr. 15F. Alternate Steel Framing Members* — (Not Shown) — As an alternate to Items 15 through 15E - Main runners nom 12 ft long, spaced 72 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. When NEMA Type F (Item 10A) light fixtures are used, nom 6 ft long cross tees installed perpendicular to main runners and spaced nom 14 in., 26 in. or 50 in. OC, dependent upon fixture size and orientation. Nominal 14 in., 26 in. and/or 50 in. cross tees used in combination with the 6 ft long cross tees to create modules to accommodate nom 1 by 2 ft, 1 by 4 ft, 2 by 2 ft and 2 by 4 ft NEMA Type F fixtures. Additional lengths of cross tee to be installed between the 6 ft long cross tees at each end of each nominal 14 in., 26 in. or 50 in. long cross tee forming a light fixture module. Ends of these additional lengths of cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 6 ft long cross tee at opposite end. Additional short lengths of cross tee to be installed perpendicular to main runners near center of nom 50 in. long cross tee on each side of 1 by 4 ft or 2 by 4 ft light fixture which is installed with its long dimension parallel with the main runners. Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long cross tee at opposite end. The main runners and cross tees may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation. USG INTERIORS LLC — Type DGL or RX. When Type DGL or RX Steel Framing Members with 6 ft long cross tees are used, assembly and beam ratings are limited to 2 hr. 15G. Alternate Steel Framing Members* — (Not Shown) - As an alternate to Items 15 through 15F - Main runners nom 12 ft long, spaced 48 in. OC. Cross tees, nom 4 ft. long, installed perpendicular to main runners and spaced 24 in. OC. Additional 4 ft. long cross tees required at 6 in. from each side of butted gypsum board end joints. When Batts and Blankets* (Item 21A) are used, cross tees spaced 16 in. OC with additional cross tees 8 in. away from each side of butted gypsum board end joints. The cross tees shall be riveted with 1/8 in. dia. rivets to the wall angle and to the main tee where the cross tee does not align with slot in the main tee. When NEMA Type F (Item 10A) light fixtures are used, nom 4 ft. long cross tees installed perpendicular to main runners and spaced nom 50 in. OC. Two nom 50 in. long cross tees spaced nom 14 in. OC to accommodate nom 1 by 2 ft. or 1 by 4 ft. NEMA Type F fixture or spaced 26 in. OC to accommodate nom 2 by 2 ft. NEMA or 2 by 4 ft. NEMA Type F fixture. When nom 2 by 2 ft. NEMA Type F fixture is used, nom 26 in. long cross tees to be used to form nom 26 in. module at the center of the nom 50 in. long cross tees. Two additional nom 4 ft. cross tees are installed perpendicular to the main runners outside each end of fixture opening to support the end pieces of drywall fixture protection. Small cutoff pieces of cross tees are installed at the center of the nom 50 in. long cross tees and main runners by inserting the dip end into a cross tee slot on the main runner and securing the other end with a pop rivet to the nom 50 in. long cross tee. Galvanized steel wall angle with 1-1/2 in. legs attached to walls at perimeter of ceiling with fasteners at 16 in. OC. to support steel framing member ends and for screw-attachment of the gypsum board. CERTAINTEED CORP - Types DWS12-13-20, DWS4.16-13-20, DWS4-13-20, DWS2-13-20, DWS2.16-13-20 and DWA1.5-1.5. When Type DWS Steel Framing Members are used, assembly and beam ratings are limited to 2 hr. 15H. Alternate Framing Members* — (Not Shown) — As an alternate to Items 15 through 15G. Main runners nom 12 ft long, spaced 72 in. OC. Main runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. Cross tees, nom 6 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in. OC. The main runners and cross tees may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. ROXUL USA INC. D/B/A ROCKFON — Type 670C 16. Wall Molding — (Not shown) — Min 0.019 in. thick steel channel, 1-11/16 in. with 15/16 in. legs, nailed to walls along perimeter of ceiling. 17. Gypsum Board — 4 ft. wide, installed with long dimension perpendicular to cross tees with end joints centered along cross tees and with side joints centered along main runners. Gypsum board fastened to each cross tee with five drywall screws (Item No. 18) with one screw located at the midspan of the cross tee, one screw located 12 in. from and on each side of the cross tee midspan, and one screw located 1-1/2 in. from each gypsum board side joint. Except at gypsum board end joints, drywall screws shall be located on alternating sides of cross tee flange. At gypsum board end joints, drywall screws shall be located 1/2 in. from the joint. Gypsum board fastened to main runners with drywall screws, 3/8 to 1/2 in. from side joints, midway between intersections with cross tees (24 in. OC). End joints of the gypsum board sheets shall be staggered with joints in adjacent gypsum board courses not less than 4 ft OC. Gypsum board sheets screw-attached to flange of wall channel with drywall screws spaced 12 in. OC. When alternate Steel Framing Members* (Item 15C) are used, gypsum board installed with long dimension (side joints) perpendicular to the cross channels and 4 ft cross tees, and with the side joints centered along the main runners. Gypsum board fastened to cross channels with drywall screws located 1/2 in. from butted end joints, with one screw located at the midspan of the cross channel, one screw located 12 in. from and on each side of the channel mid span and one screw located 2-3/4 in. from each side joint. End joints of the sheets shall be staggered as described above. Joints to be covered with paper tape and joint compound. When alternate Steel Framing Members* (Item 15D) are used, gypsum board sheets installed with long dimension (side joints) perpendicular to the grid runners with the end joints staggered min 4 ft and centered between grid runners which are spaced 8 in. OC. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide by 48 in. long pieces of gypsum board are to be laid atop the grid runner flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the grid runners at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw-attachment of the gypsum board sheets. Gypsum board fastened to grid runners with drywall screws spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. Joints to be covered with paper tape and joint compound. When alternate Steel Framing Members* (Item 15E) are used, gypsum board sheets installed with long dimension (side joints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board side joints may occur beneath or between main runners. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw-attachment of the gypsum board sheets. Gypsum board fastened to cross tees with drywall screws spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in, and 4 in. from the side joints and max 8 in. OC in the field of the board. Joints to be covered with paper tape and joint compound. When alternate Steel Framing Members* (Item 15F and 15H) are used, gypsum board sheets installed with long dimension (side joints) perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in. OC. Gypsum board side joints may occur beneath or between main runners. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in. wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip with hold down clips to prevent the backer strips from being uplifted during screw-attachment of the gypsum board sheets. Gypsum board fastened to cross tees with lin. drywall screws spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board, Joints to be covered with paper tape and joint compound. Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Gypsum Board ThknsIn. 2 2 2 1/2 2 2 3 5/8 3 3 3 5/8 USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR, WRC. 17B. Gypsum Board * — For use when alternate Steel Framing Members* (Item 15G) are used - 1/2 in. thick, 4 ft. wide; installed with long dimension parallel to main runners and perpendicular to the 4 ft. long cross tees with the end joints centered between cross tees which are spaced 6 in. OC. Sheets are attached to cross tees with screws spaced 8 in. OC on the ends and 12 in. OC in the field with additional screws located 1-1/2 in, from the side edges. Sheets are attached to the main tees with screws spaced 8 in. OC with additional screws located 4 in. OC from the edges. Screws on the sides are located 1/2 in. from the side edge of the gypsum board. When Batts and Blankets* (Item 21A) are used - 5/8 in. thick, 4 ft wide; installed with long dimension parallel to main runners and perpendicular to cross tees and attached with screws spaced 8 in. OC on the ends and 8 in. OC in the field with additional screws located 1-1/2 in. from the side edges. Sheets are attached to main tees with screws spaced 8 in. OC with additional screws located 4 in. OC from the side edges. Screws on the sides located 3/4 in. from the side edge of the gypsum board, and screws at the end of the gypsum board located 1/2 in. from the board ends. Joints to be covered with paper tape and joint compound. CERTAINTEED GYPSUM INC - Type C ACADIA DRYWALL SUPPLIES LTD — Type C AMERICAN GYPSUM CO - Type AG-C. CERTAINTEED GYPSUM INC - Type FRPC, SF3 or Type C CGC INC - Types C, IP-X2, IPC-AR. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC-C/A. GEORGIA-PACIFIC GYPSUM LLC- Types 5, C, DAPC, TG-C. NATIONAL GYPSUM CO - Types FSK-C, FSW-1, FSW-C. PABCO BUILDING PRODUCTS LLC, DBA PABCO GYPSUM - Types C, PG-3, PG-C. PANEL REY S A - Type PRC 18. Drywall Screw — No. 6 Phillips-type, Type S self-drilling and self-tapping, 1 in. long. Screw heads may be either exposed or covered with joint cement. 19. Alternate Finishing System — (Not shown) — Gypsum board joints may be either exposed or covered with paper tape and joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of the Classified gypsum board. 20. Alternate Acoustical Material* — (Not shown) — Optional, acoustical tile may be laminated to the entire surface of the gypsum board. Any manufacturer — Any acoustical material and adhesive presently Classified for fire hazard with a flame spread value of 25 or less. 21. Batts and Blankets* — (Optional, Not Shown) - When used Ratings are limited to 1 Hr. - For use with Steel Framing Members* (specifically Item 15A) and Gypsum Board* (specifically Item 17A) - Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over steel framing members/gypsum board ceiling membrane. 21A. Batts and Blankets* — (Optional, Not Shown) - When used Ratings are limited to 2 Hr. - For use with Steel Framing Members* (specifically Item 15G) and Gypsum Board* (specifically item 17B) - min. 3-1/2 inch thick, min. density 0.9 lb/ft3 unfaced fiberglass batt insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over steel framing members/gypsum board ceiling membrane and light fixture protection. 22. Discrete Products Installed in Air-handling Spaces* — Automatic Balancing Valve/Damper (Not Shown - Optional) — For use with item 9. Valve/Damper to be provided with ducted installation with steel duct per damper manufacturer's instructions. Automatic Balancing Valve/Damper shall be installed within duct such that it is not directly above the ceiling radiation damper. METAL INDUSTRIES INC - Model ABV-4, ABV-5, ABV-6 THAI GYPSUM PRODUCTS PCL - Type C UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR. USG BORAL ZAWAWI DRYWALL LLC SFZ — Type C * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2017-07-28 Questions? Print this page Terms of Use Page Top USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR. 17A. Gypsum Board * — For use when Batts and Blankets* (Item 21) and Steel Framing Members* (Item 15A) are used - 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel drywall screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long drywall screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CGC INC - Types C, IP-X2, IPC-AR, WRC. © 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR, WRC. USG BORAL ZAWAWI DRYWALL LLC SFZ - Type C 04/02/18 GENERAL NOTES: DEMOLITION NOTES:         #Ä &'/1.+6+10 (.114 2.#0   Ä                DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1 )QTG %TGGM 4QQOA-100 FLOOR PLAN DEMOLITION 2/21/2017PRICING 2/23/2017REVISED PRICING 3/30/2017BOARD MEET 11/30/2017REVIEW 12/8/2017PROGRESS 12/15/2017PRICING 2/12/2018PERMIT 3/26/2018BUILD DEPT.    04/02/18  #Ä )14' %4''- /''6+0) 411/   Ä WALL TYPES: GENERAL NOTES: 9 DOORS: ':+56 ':+56 (4 ':+56 (4 ':+56 (4 ':+56 (4 ':+56 ':+56 ':+56 9 9 9 9 9 9  # # $ % &  # # $ % &  #Ä  #Ä  #Ä  #Ä )14' %4''- /''6+0) 411/ ')4'55 &+#)4#/   Ä  #Ä )14' %4''- /''6+0) 411/ ')4'55 &+#)4#/ 9 2#46+6+10   Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1 FLOOR PLAN A-101 REVIEW 2/6/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 BUILD DEPT. 3/26/2018)QTG %TGGM 4QQO  04/02/18  #Ä &'/1 %'+.+0) 2.#0   Ä CEILING GENERAL NOTES: CEILING DEMOLITION :              DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1 )QTG %TGGM 4QQO2/1/2017REVIEW A-400 CEILING PLAN DEMOLITION 2/23/2017REVISED PRICING 3/30/2017BOARD MEET 11/30/2017REVIEW 12/8/2017PROGRESS 12/15/2017PRICING 2/12/2018PERMIT    3/26/2018BUILD DEPT 04/02/18 CEILING TYPES: GENERAL NOTES: % LIGHT FIXTURES % % % %% % ÄÄ % PROJECTOR / SCREEN: ÄÄ ÄÄ ÄÄ %  #Ä  #Ä  #Ä  #Ä # #Ä  #Ä  #Ä )14' %4''- /''6+0) 411/ %'+.+0) 2.#0   Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1REVIEW 2/6/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 BUILD DEPT. 3/26/2018 REFLECTED CEILING PLAN A-401)QTG %TGGM 4QQO    04/02/18  #Ä +06'4+14 '.'8#6+10 ':+56+0)   Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1EXISTING ELEVATIONS A-600 REVIEW 2/6/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 )QTG %TGGM 4QQO_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _L L L L L L \ / \ / 7 / A. / \ r r REMOVE EXISTING BASEBOARD COVERS REPLACE WITH NEW, TYP. SCALE: EXISTING CROWN MOLDING; CHAIR RAIL AND WOOD BASE TO BE REMOVED, TYP. AT GORE CREEK / COLUMBINE ROOMS P.O. Box 880820 Steamboat Springs CO 80488 970-819-4589 Any unauthorized use of these documents is prohibited without the written consent of KohlerDesign / B. piili epsfi ^ O ' - n n f e O ' - r 1 EXISTING FIREPLACE TO BE REFACED WITH NEW GAS INSERT 7\ C. ^v r ~X j \ 7 V— V V / \ ^ \ -------- ^f A v, / \ / \ 11 EXISTING CROWN MOLDING; CHAIR RAIL AND WOOD BASE TO BE REMOVED, TYP. AT GORE CREEK / COLUMBINE ROOMS CO4of o -7oA. OCO LAURIE ZABKAR KO ★ ★ ^02 A.r oc<0 A EXISTING CROWN MOLDING; CHAIR RAIL AND WOOD BASE TO BE REMOVED, TYP. AT GORE CREEK / COLUMBINE ROOMS REMOVE EXISTING BASEBOARD COVERS REPLACE WITH NEW D. \ / \ \ / \ / \ / \ \F= =>/ \ \ / \\ / \/ \ / / \ / / \ / / \ / / \ / / \ / ■' l -k- EXISTING CROWN MOLDING; CHAIR RAIL AND WOOD BASE TO BE REMOVED, TYP. AT GORE CREEK / COLUMBINE ROOMS J EXISTING WALL SCONCES TO BE REMOVED 04/02/18  #Ä +06'4+14 '.'8#6+10 241215'&   Ä  #  #  #Ä# #Ä FINISHES: 2Ä 2Ä 2Ä 2Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1PROPOSED ELEVATIONS A-601 REVIEW 2/6/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 )QTG %TGGM 4QQOEXISTING STRUCTURE TO REMAIN VERIFY LOCATION OF JOISTS EXISTING PILASTERS TO REMAIN NEW WOOD BEAMS AT CEILING RECESSED TRACK N ^3 / <-> (H EXISTING DOORS & WINDOWS TO REMAIN, TYP. PROVIDE NEW STAINED WOOD RADIATOR COVERS, TYP SCALE: REPAINT EXISTING WINDOW TRIMS / TOUCH UP EXISTING DOOR FINISH AS NEEDED, TYP. EXISTING DOORS & WINDOWS TO REMAIN, TYP. REPAINT EXISTING WINDOW TRIMS / TOUCH UP EXISTING DOOR FINISH AS NEEDED, TYP. r4 k: P.O. Box 880820 Steamboat Springs CO 80488 NEW STONE SURROUND, WOOD MANTEL; STONE HEARTH , FIREPLACE SCREEN, AND BOX o O CD CO LLI CD CO B.,, TYP. Jr1 iOUr1, LQUr1 NEW CROWN MOLD AND BASE C. / S___ / Tv___/ \ \ / \ / \ / \ / \ i/\ rv\ PROVIDE NEW STAINED WOOD RADIATOR COVERS, TYP. 970-819-4589 Any unauthorized use of these documents is prohibited without the written consent of KohlerDesign CO/o* o<c- -yxOA.o/ LAURIE ZABKAR ★ KOHLER, . ★ =^002 A,r oo 4? ABC- CDz □ sO CD CO LU D.„ X EXISTING RATED DOORS NEW ADA WALL SCONCE, TYP. RECESSED TRACK WITH ACOUSTICAL WALL ABOVE CLC} AC MOUNTED UNIT TYP. T T / \ / \ / \ / \ / \\/ \ / \ / \ V \ /\ \ /' \ / GYP. BOARD SOFFIT ABOVE t£t / \ / \ / \ / \ / \ /\\ / \ / \ / \ V / \ v\ /\C A CLG MOUNTED AC UNIT NEW PILASTERS WITH ADA WALL SCONCE CD 02xLU gop: CD t r TYP. CLG MOUNTED AC UNIT EXISTING RATED DOORS EXISTING RATED DOORS PROVIDE NEW CROWN MOLD AND BASEBOARD WALL PAINT: BENJAMIN MOORE - MONROE BISQUE - HC26 ( f j ) FINISH: EGGSHELL (2 COATS) " CEILING PAINT: BENJAMIN MOORE - WHITE DOVE - OC17 FINISH: FLAT (2 COATS/PRIMER)) STAIN THROUGHOUT: MATCH EXISTING AT WILDWOOD ROOM MODERNFOLD PARTITION FABRIC: DESIGN TEX-IGNEOUS II COLOR: BARK #111873-550 04/02/18  #Ä %'+.+0) &'6#+. 911& $'#/    Ä ÄÄ #(( 8+(  #Ä %'+.+0) &'6#+. " $'#/ 2#46+6+10 64#%-    Ä  #Ä %'+.+0) &'6#+. 2#46+6+10 64#%-    Ä  #Ä %'+.+0) &'6#+. 4'%'55'& 5%4''0    Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1DETAILS A-602 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 BUILD DEPT. 3/26/2018 )QTG %TGGM 4QQO   04/02/18  #Ä 2#46+6+10 ,#/$ &'6#+. '0.#4)'&   Ä  #Ä (+4'2.#%' 2.#0 '0.#4)'&   Ä  #Ä (+4'2.#%' 5'%6+10   Ä  #Ä (+4'2.#%' '.'8#6+10   Ä  #Ä $#5'$1#4& %18'45   Ä  #Ä  #Ä  #Ä Ä #Ä  DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1DETAILS A-603 REVIEW 11/30/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018)QTG %TGGM 4QQO1'-0 1/2" EXISTING VIF ->----------------------------- Jf- REMOVE PORTION OF EXISTING WALL TO INSTALL STUD PACK FOR NEW PARTITION ALIGN NEW PILASTER W/EXISTING PILASTER AT WINDOW PARTITION JAMB BY PARTITION MANUF.; ACOUSTICAL CAULKING BETWEEN JAMB AND WALL BOTH SIDES, TYP. LEAVE GAP AT DRYWALL; SEAL WITH ACOUSTICAL CAULK LINE OF WOOD BASE BELOW E GORE CREEK SIDE RECOMMENDED CONSTRUCTION TO MEET ASTM E557 STANDARD GUIDE FOR THE INSTALLATION OF OPERABLE PARTITIONS COLUMBINE SIDE Li SCALE: 34 LINE OF 4" TH. SNAPCUT STONE HEARTH BELOW COLORADO BROWN BY TELLURIDE STONE THIN STONE VENEER OVER SETTING MIX/ METAL LATH OVER 15# FELT PAPER OVER 1/2" CEMENT BOARD 7'-/ 1/2" 1 '-10 3/4" SCALE: LINE OF WOOD MANTEL ABOVE MAINTAIN REQUIRED CLEARANCES TO COMBUSTIBLES VERIFY EXISTING VENTING AND REUSE IF POSSIBLE FACE OF STONE VENEER BELOW FIREPLACE FINISHES: TOWN & COUNTRY TC36 FIREBOX WITH STEEL FRAMING KIT STONE:THIN VENEER TELLURIDE BEAVER CREEK W/1/4" GROUT JOINTS MANTEL:CONTACT HEIDI TORNARE @ TELLURIDE STONE; 303-388-8863 RESAWN, SANDED, & STAINED MANTEL 8” x 8" x 72" $750.00 MANTEL TO BE APPROVED BY ID HEARTH:4" TH. SNAPCUT COLORADO BROWN STONE SURROUND:MC 8 X 8.5 WITH CLOSURES AT ENDS P.O. Box 880820 Steamboat Springs CO 80488 970-819-4589 Any unauthorized useof these documentsisprohibited withoutthe writtenconsentof KohlerDesign CO/o* o<c- -yx oA.oCO LAURIE ZABKAR KO ★ ★ ^nSo2 A,r oo EXISTING WALL TO REMAIN GAS FIREPLACE TC 36 BY TOWN AND COUNTRY COMBUSTIBLE FRAMING AND FINISH PERMITTED ABOVE STANDOFFS PER MANUFS. INSTALLATION INSTRUCTIONS STONE SURROUND LINE OF FIREPLACE BOX WITH STEEL FRAMING KIT PROVIDE HEADER ABOVE STEEL FRAMING KIT MC8 X 8.5 STEEL CHANNEL SURROUND W/CLOSURE PLATES AT ENDS, TYP. OF (4) FINISH:HOT ROLLED/ SEALED VIF 1-0"21/4" TYP. / VARIES 93/4" TYP. >----------- > VARIES u u 2 1 4 "214 LL. i WOOD CAP 1"WOOD CAP SPECIES AND STAIN TO MATCH TRIM; PROVIDE MINIMUM. 24 SQUARE INCHES OF FREE AREA PER LINEAR FOOT OF BASEBOARD NEW HYDRONIC BASEBOARD COVERS RE:MECHANICAL FOR REQUIRED OPENINGS/ MINIMUM CLEARANCES 1 L- J 1 \ 1 \ □ □ □ o cr> TYP. ELEVATION 6" 3" SECTION SCALE: SCALE: SCALE: Ensure manufacturer's installation instructions and specifications for fireplace unit are on-site for inspector to verify. 04/02/18 04/02/18 Piping 1. Refrigerant piping shall be provided, installed, tested, evacuated and charged, in accordance with the manufacturer's recommendations, ANSI, ASHRAE, and ARI's Safety Code for Mechanical Refrigation, state & local codes. 2. Indoor Refrigerant Piping shall be pre-insulated rolls of copper pipe manufactured according to ASTM B280, suitable for R-410a refrigerant. Copper alloy C122200 Cu-DHP (phosphorous deoxidized, high residual phosphorous), 99.90%. Insulation shall be 1/2" polyethylene closed cell foam, ASTM C1427-07 compliant, Type 1 (tubular), Grade 1 (insulation material for use on typical commercial system non-crosslinked). Product shall include additional white polyethylene outer jacket cover to protect foam insulation from tearing during installation process. Product shall include incremental markings every foot to ensure accurate installation. Product shall be UV resistant and paintable. 3. Outdoor Refrigerant Piping shall meet the requirements of Indoor Refrigerant Piping (listed above), however it shall also include an additional aluminum protective layer for higher durability and protection. 4. All of the joints shall be brazed with a filler material that complies with AWS classification BCuP-5. 5. Condensate Drain Piping - PVC. 6. Waste Piping - Cast Iron. 7. Support pipe with rod and clevis or clamps. No pipe tape allowed. 8. Seal annular space of all piping penetrations through fire-rated assemblies with approved fire caulk/ sealant (3M, Hilti or approved equal). Project Close-out 9. Provide new clean air filters in all air handling equipment prior to system acceptance. 10. Clean all equipment, ducting, piping, etc. of dust and debris from construction. 11. Furnish HVAC as-built / record drawings within 90 days of system acceptance. 12. Furnish O&M manuals for mechanical systems within 90 days of system acceptance. 13. Provide Owner training of equipment operation & maintenance, including a detailed project walk through of the mechanical systems 2/12/18 MECHANICAL SPECIFICATIONS FAN COILS (DX COOLINGS ACCESSORIES 1 - WALL MOUNTED THERMOSTAT 2 - CONDENSATE PUMP 3-110 VOLT BLUE DIAMOND COND. PUMP 4 - DRAIN PAN LEVEL SENSOR 5 - NOT USED b - NOT USED 1 - NOT USED 8 - NOT USED MARK CFM OA CFM E.S.P. (IN W.CJ DX HEATING COIL DX COOLING COIL ELECTRICAL FLUID manufacturer 4 MODEL NO. CONFIG. AIR FILTER \CC:es SOF§IES REMARKS WEIGHT /LBS./® S.L. ® 8150' COIL T.MBH eat/lat COIL S.MBH T.MBH EAT/LAT VOLT. PH MCA MOCF 1 2 3 4 5 <b 1 8 (D) FC-I 1,240 0 0 0 -- STD. 21 22 13/30 113 1 3 13HTC: N/A CLG: R-22 MITSUBISHI PC36GK CEILING SUSPENDED STD. 1 2 S/N: 42A0OO88B 33 (D) FC-2 1,240 0 0 0 -- STD. 21 22 13/30 113 1 3 13HTC: N/A CLG: R-22 MITSUBISHI PC36GK CEILING SUSPENDED STD. 1 2 S/N: 42A0OO8SB 33 (D) FC-3 1,240 0 0 0 -- STD. 23 23 13/43 113 1 3 13HTC: N/A CLC: R-22 MITSUBISHI PC42CK CEILING SUSPENDED STD. 1 2 S/N: 4IAOQ3IOB 33 (D) FC-4 1,240 0 0 0 -- STD. 23 23 13/43 113 1 3 13HTC: N/A CLC: R-22 MITSUBISHI PC42CK CEILING SUSPENDED STD. 1 2 S/N: 4IAOQ343B 33 (W FC-I 330 0 0 0 STD. 11 10/30 STD. 21 22 13/30 203 1 2 HTC: R-410a CLC: R-410a MITSUBISHI PCA-A36KA1 CEILING SUSPENDED STD. 1 3 4 13 (W FC-2 330 0 0 0 STD. n 10/30 STD. 21 22 13/30 203 1 2 HTC: R-410a CLC: R-410a MITSUBISHI PCA-A36KA1 CEILING SUSPENDED STD. 1 3 4 13 hm ; fc-3 1,023 0 0 0 STD. 20 10/33 STD. 23 23 13/43 203 1 2 HTC: R-410a CLC: R-410a MITSUBISHI PCA-A42KA1 CEILING SUSPENDED STD. 1 3 4 36 /N/ FC-4 1,023 0 0 0 STD. 20 10/33 STD. 23 23 13/43 203 1 2 HTC: R-410a CLC: R-410a MITSUBISHI PCA-A42KA1 CEILING SUSPENDED STD. 1 3 4 36 EQUALS: MITSUBISHI. CONDENSING UNITS MARK SERVES NOMINAL CLG CAPACITY /TONS/ NUMBER OF STAGES SATURATED SUCTION TEMP (T) OUTDOOR TEMP (T) SEER REFRIG. ELECTRICAL MANUFACTURER 4 MODEL NO. HOT GAS BYPASS REMARKS VOLT/PHASE MCA MOCP (D) CU-1 (D) FC-1 3 INVERTER 43 30 10.3 R-22 203/1 21 30 MITSUBI5HI PU36EK3 N0 S/N: 4ZU0030IA (O ) CU-2 CD) FC-2 3 INVERTER 43 30 10.3 R-22 203/1 21 30 MITSUBI5HI PU36EK3 NO S/N: 4IU0I128B (D) CU-3(D) FC-3 3.3 INVERTER 43 30 10.3 R-22 203/1 23 40 MITSUBI5HI PU42EK12 NO S/N: 4ZU00353A (D) CU-4 (D) FC-4 3.3 INVERTER 43 30 10.3 R-22 203/1 23 40 MITSUBI5HI PU42EK12 NO S/N: 4ZU00352A EQUALS: MITSUBISHI. HEAT PUMPS MARK SERVES NOMINAL CLG CAPACITY /TONS/ NUMBER OF STAGES SATURATED SUCTION TEMP (T) OUTDOOR TEMP (T) SEER REFRIG. ELECTRICAL MANUFACTURER 4 MODEL NO. HOT GAS BYPASS ACCESSORIES VOLT/PHASE MCA MOCP hm; hp-1 (H ) FC-1 3 INVERTER 43 30/ 11 13.1 R-410a 203/1 23 30 MITSUBI5HI PUZ-A36NKA1 NO (W HP-2 (H ) FC-2 3 INVERTER 43 30 / 11 13.1 R-410a 203/1 23 30 MITSUBI5HI PUZ-A36NKA1 NO (H ) HP-3(H ) FC-3 3.3 INVERTER 43 30 / 11 11.6 R-410a 203/1 23 30 MITSUBI5HI PUZ-A42NKA1 NO (W HP-4 (H ) FC-4 3.3 INVERTER 43 30 / 11 11.6 R-410a 203/1 23 30 MITSUBI5HI PUZ-A42NKA1 NO EQUALS: MITSUBISHI. EXTERIOR WALL 1/4" MIN., 1/2" MAX. 1/2" MAX 4.25" x 4.25 13" 9" APPROX TOP OF GRILLE TO HAVE A MINIMUM OF 24 SQUARE INCHES OF FREE AREA PER LINEAR FOOT OF BASEBOARD. FINNED TUBE ELEMENT. OPENINGS AT BOTTOM OF ENCLOSURE TO HAVE A MINIMUM OF 24 SQUARE INCHES OF FREE AREA PER LINEAR FOOT OF BASEBOARD. FLOOR CUSTOM BASEBOARD ENCLOSURE SCHEMATIC NO SCALE LEGEND H POINT OF DISCONNECTION 0 POINT OF NEW CONNECTION /a; ABANDON IN PLACE (O) DEMO EXISTING (F) FUTURE (W NEW (&) RELOCATE (U) UPGRADE EXISTING cu CONDENSING UNIT EA EXHAUST AIR FC FAN COIL FTE FINNED TUBE ELEMENT HP HEAT PUMP HWS/R HEATING WATER SUPPLY/ RETURN OA OUTSIDE AIR OED OPEN END DUCT UF UNDER FLOOR RA RETURN AIR REF REFRIGERANT PIPING RG RETURN GRILLE SA SUPPLY AIR SD SUPPLY DIFFUSER TA TRANSFER AIR AHJ Stamp un $ CM CM CM Lft in^ CO^ ui CO 5 o $ cO0 O\&z x A<< 4 u- - PvflSi ~ 55 v r vO0i0 - 0-® au CO £ Z 65 VO VO Issued For No. Date Comment 12/14/11 COORDINATION 12/15/11 PRICING SET 2/12/18 PERMIT MECHANICAL SCHEDULES ProjectNo. 11033.00 Seale: N/A DrawnBu: BJH Checked By: JDP Ml.l SHEET 1 OF 3 ANT CHANGES AND/OR DEVIATIONS FROM THESE PLANS WITHOUT WRITTEN APPROVAL BY THE ENGINEER RELEASE THE ENGINEER FROM ANT FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDING.RADER ENGINEERING, INC. EXPRESSLY RESERVE THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS TO THESE PLANS. THIS DRAWING MAY NOT BE REPRODUCED OR PRODUCTIONS THEREOF USED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.© COPYRIGHT 2015 RADER ENGINEERING, INC.04/02/18 MECHANICAL FLOORPLAN (DEMO) - GORE CREEK ROOM SCALE: 1/4" = 1'-0" 2/12/18 IHHIH Hi 111111111111111111111111111IIHI HitIII III II HI III III III H HI 111111111111111I I11111111111111111II II llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll III II HI It 11 Hill III) IIHIIIIHHI11III It H HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHI zzzzzzzzzzzzzzzzzzzzzzzzzzzz5zzzzzzzc z4 c zzzzzzziizzz^zzzz25zzzzz i zrz _j______I----------I— 1----------------------G---------------------L — I-------------------------------------- ft I-----------------------------11----------------“ r F = = === ®r v —r —r _r i— “T 11QQ 11 I igCD) 4" LU n a $FTE (E) FTE (g nr n I I CD) FC-2 (D) FC-I |co) co) 9 ^t> = =J(V (T>r CD) CD) _ _ _CD)____________________|ij Irp;ij r CD) r CD) nRnp I III I ll 13 II I” Ill10 llll^ III Ip I l u I Q GENERAL NOTES: 1. FIELP VERIFY EXISTING CONPITIONS. IMMEPIATELY NOTIFY ENGINEER OF PISCREPANCIES. 2. LOCATION OF EXISTING REFRIGERANT PIPING IS ESTIMATEP ONLY ANP MUST BE FIELP VERIFIEP PURING PEMO. SHEET NOTES: (7) PEMO EXISTING 4" CAST IRON ULJASTE LINE IN CEILING, SERVES W RESTAURANT ABOVE. PREPARE FOR REPLACEMENT. © PISCONNECT EXISTING GAS PIPING FOR EXISTING FIREPLACE. PREPARE FOR NEW GAS CONNECTION TO NEW GAS FIREPLACE. (3) PEMO EXISTING (o' LONG ELECTRIC BASEBOARP HEATER. (4) PEMO FOUR EXISTING MITSUBISHI SYSTEMS AS REOUIREP, INCLUPING FAN COIL UNITS, CONPENSING UNITS, REFRIGERANT PIPING, THERMOSTATS, 4 CONTROLS. PREPARE FOR INSTALLATION OF FOUR NEW REPLACEMENT MITSUBISHI SYSTEMS. RE-USE EXISTING EQUIPMENT PAPS IF IN GOOP CONPITION. © PEMO CUSTOM WOOP ENCLOSURE AS PER ARCHITECTURAL 4 INTERIOR PESIGN PRAWINGS. EXISTING FINNEP TUBE ELEMENT TO REMAIN (INCLUPING TWO ZONE VALVES 4 THERMOSTATS;. (&) APPROXIMATE LOCATION OF EXISTING (2) ZONE VALVES. LEGEND H POINT OF DISCONNECTION 0 POINT OF NEW CONNECTION (A) ABANDON IN PLACE (D) DEMO (E) EXISTING (F) FUTURE CW NEW CR) RELOCATE (U) UPGRADE EXISTING cu CONDENSING UNIT EA EXHAUST AIR FC FAN COIL FTE FINNED TUBE ELEMENT HP HEAT PUMP HUJS/R HEATING WATER SUPPLY/ RETURN OA OUTSIDE AIR OED OPEN END DUCT UF UNDER FLOOR RA RETURN AIR REF REFRIGERANT PIPING RG RETURN GRILLE SA SUPPLY AIR SD SUPPLY DIFFUSER TA TRANSFER AIR AHJ Stamp un $CN CM CM L ft ID WWW iAAAAWWV in ^ jy ^ (ft 50S ;s.. 3^4 u- oL - v r(P © 1 vQ 0 i£> Q - 0. ^ au m £Z 60 VO VO Issued For No. Pate Comment 12/14/11 COORPINATION 12/15/11 PRICING SET 2/12/18 PERMIT MECHANICAL FLOORPLAN /DEM O ) NORTH Project No. 11068.00 Sea le: 1/4" = I'-O" Prauun Bu: BJH Checked By; JDR M2.1-D SHEET 2 OF 3 ANY CHANGES ANP/OR PEVlATIONS FROM THESE PLANS WITHOUT WRITTEN APPROVAL BY THE ENGINEER RELEASE THE ENGINEER FROM ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILPING.RAPER ENGINEERING, INC. EXPRESSLY RESERVE THE COMMON LAW COPYRIGHT ANP OTHER PROPERTY RIGHTS TO THESE PLANS. THIS PRAWING MAY NOT BE REPROPUCEP OR PROPUCTIONS THEREOF USEP WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.© COPYRIGHT 2015 RAPER ENGINEERING, INC.04/02/18 MECHANICAL FLOORPLAN (PROPOSED) - GORE CREEK ROOM SCALE: 1/4" = 1'-0" 2/12/18 / /NU FC 'A /NU 4" uu ^ cm FTE Va 7a /EU FTE © 5555 y/Aw /N/ FC-4 /n; FC-3 FC mrnmm©a2 tn; fN; © cw fN; fN; fN; fN; 7 25555 55 55-to1;55 5555 55 55 t555555 0.55 to 555 55 1 A 2 ?\/XY/, Z55 Z to to ·to 55805 7V///'t 45V 555^ (LQ_ 45VV5^ =C ^5/Zz mw GENERAL NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES. 2. NEUU REFRIGERANT PIPE SIZES REQUIRED ARE S/S" GAS PIPE, 3/S" LIQUID PIPE, PER FAN COIL/HEAT PUMP SYSTEM. PROVIDE DEDUCT ALTERNATE PRICE TO REVlEUU EXISTING REFRIGERANT PIPING /SIZES, CONDITION, ETC.; FOR RE-USE. RE-USE REQUIRES FULL FLUSH DUE TO CHANGE OF REFRIGERANT FROM R-22 TO R-4IOa. BASE BID SHALL INCLUDE NEUU REFRIGERANT PIPING 4 INSULATION /BOTH pipes;. SHEET NOTES: (T) DEMO 4 REPLACE IN-KIND EXISTING 4" CAST IRON UUASTE LINE IN W CEILING, SERVES RESTAURANT ABOVE. © EXTEND/ MODIFY EXISTING GAS PIPING TO CONNECT TO NEUU GAS FIREPLACE, AS REQUIRED. (3) PROGRAM NEUU FAN COIL THERMOSTATS TO PROVIDE BOTH HEATING 4 COOLING /EXISTING ELECTRIC BASEBOARD HEATERS HAVE BEEN DELETED/. TYP. 4) INSTALL FOUR NEUU MITSUBISHI SYSTEMS AS SHOUUN. INSTALL NEUU FAN COILS, HEAT PUMPS, REFRIGERANT PIPING /INSULATED, BOTH PIPES/, THERMOSTATS 4 CONTROLS. INCLUDE NEUU 110 VOLT CONDENSATE PUMP AT EACH FAN COIL AS REQUIRED AND CONNECT TO EXISTING DRAIN PIPING. 5) INSTALL NEUU CUSTOM UUOOD ENCLOSURES AT EXISTING FINNED TUBE ELEMENTS. REFER TO MECHANICAL DETAIL "A" SHEET Ml.l FOR REQUIRED FEATURES FOR HEATER PERFORMANCE. REFER ALSO TO ARCHITECTURAL 4 INTERIOR DESIGN DRAUUINGS. LEGEND H POINT OF DISCONNECTION 0 POINT OF NELU CONNECTION /a; ABANDON IN PLACE /d; DEMO /e; EXISTING /f ; FUTURE /n; NEUJ /r; RELOCATE /u; UPGRADE EXISTING cu CONDENSING UNIT EA EXHAUST AIR FC FAN COIL FTE FINNED TUBE ELEMENT HP HEAT PUMP HWS/R HEATING WATER SUPPLY/ RETURN OA OUTSIDE AIR OED OPEN END DUCT UF UNDER FLOOR RA RETURN AIR REF REFRIGERANT PIPING RG RETURN GRILLE SA SUPPLY AIR SD SUPPLY DIFFUSER TA TRANSFER AIR AHJ Stamp un $ CN Ol Ol Lft ID WWW iAAAA WWV in^ jy ^ (ft 50S .. 4 u- ® 55 y I- <p7 ■ vQ 0 i£> Q - 0- ® C/U Hm£Z 60 VO VO IssuedFor No. Date Comment 12/14/11 COORDINATION 12/15/11 PRICING SET 2/12/18 PERMIT MECHANICAL FLOORPLAN (proposed; NORTH ProjectNo. 11088.00 Sea le: 1/4"=I'-O" DrawnBu: BJH CheckedBy; JDR M2.1-P SHEET 3 OF 3 ANY CHANGES AND/OR DEVIATIONS FROM THESE PLANS LUITHOUT UURITTEN APPROVAL BY THE ENGINEER RELEASE THE ENGINEER FROM ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDING.RADER ENGINEERING, INC. EXPRESSLY RESERVE THE COMMON LAID COPYRIGHT AND OTHER PROPERTY RIGHTS TO THESE PLANS. THIS DRAUUING MAY NOT BE REPRODUCED OR PRODUCTIONS THEREOF USED UUITHOUT UURITTEN PERMISSION FROM THE ENGINEER.© COPYRIGHT 2015 RADER ENGINEERING, INC.04/02/18 WILDER ENGINEERING LLC Andrew Wilder PE 1170 Blue Sage Drive Steamboat Springs, CO 80487 P: 970-819-7848 E: andy@wilder-eng.com Issue By Date & Issue Description By Sheet No. Scale: 24x36 Project Name: Project Number: Description: LION SQUARE LODGE Gore Creek Room 660 W. Lionshead Place Vail, CO KOHLER ARCHITECTS PO Box 880820 Steamboat Springs, CO 80488 TOV STAMP NTS SYMBOLS AND ONE LINE LION SQUARE LODGE 201772 E1.1 1 -60A FEEDER MAIN DISTRIBUTION BOARD 208/120V, 3PH, 4W, i r~" =12400AF d 2400AS 3P 200AF/200AS 3P ----- 200AF/200AS 3P ezko^o- 400AF/400AS 3P ezko^o- 200A FEEDER PNL PNL #7 #7B 200A 100A MLO MLO _r>T0 EXISTING PANELS TO EXISTING PANELS L TO UTILITY POWER TF · N — ^GROUNDING ELECTRODE CONDUCTOR DIAGRAM NOTES 1. ALL WORK SHOWN IS EXISTING UNLESS OTHERWISE NOTED. 2. BRING ANY DISCOVERED CODE VIOD\TIONS TO THE OWNER’S ATTENTION. 3. REMOVE ALL CONDUCTORS, DEVICES AND CONDUIT RENDERED UNUSED BY THIS PROJECT. 4. ALL WIRING SHOWN IS SIZED FOR COPPER CONDUCTORS, UON 0 SINGLE LINE DIAGRAM NTS EXISTING MOUNTING 208/120 RECESSED VOLTS PANEL 10 PHASE 4 WIRE MAIN MLO 000 A.I.C. SYM BUS 200 A VOLT AMPS DESCRIPTION R E C L T G P 0 L E B K R c i R C I R B K R p 0 L E L T G R E C DESCRIPHON VOLT AMPS 0 A OB oc OA OB OC 750 Computer Room 1 20 1 A 2 20 1 Heat T ape 1000 1000 Lighting 1 20 3 B 4 20 1 Garage Ltg 1000 1000 Parking Lot Ltg 1 30 5 C 6 20 1 Garage Ltg 1000 1000 (N)Dimmed Ltg 1 20 7 A 8 20 1 Garage Ltg 1000 2690 Sub Panel 2 60 9 B 10 50 3 GarageRamp Heater 3000 2220 - - - 11 C 12 - - - 3000 1000 (N)Dimmed Ltg 1 20 13 A 14 - - - 3000 1000 (N)Dimmed Ltg 1 20 15 B 16 30 1 Lobby Coffee 2000 1000 (N)Dimmed Ltg 1 20 17 C 18 30 1 Lobby Coffee 2000 1080 Wildwood Recepts 6 1 20 19 A 20 20 3 GarageSub Panel 1200 1080 Wildwood Recepts 6 1 20 21 B 22 - - - 1200 1080 Wildwood Recepts 6 1 20 23 C 24 - - - 1200 Spare 1 20 25 A 26 20 1 Garage EF 750 Spare 1 20 27 B 28 20 1 Garage Ltg 1000 1200 Copier 1 20 29 C 30 20 1 Dry System Room 750 1200 Dishwasher 1 20 31 A 32 20 1 Heat T ape 1000 1000 GarageRamp Ltg 1 20 33 B 34 20 1 Spare 1000 Parking GarageLtg 1 20 35 C 36 20 1 GarageExit Signs 250 1200 Compressor 3 20 37 A 38 20 2 Spare 1200 - - - 39 B 40 - - - 1200 - - - 41 C 42 20 1 Spare 6230 7970 8700 VA/LINE 7950 8200 8200 0 A= 14180 0 B= 16170 0C= 16900 CONTINUOUS LOADS 15000 xl.25= 18750 NON-CONTINUOUS LOADS UP TO lOkVA RECEPTACLES REMAINDER 5400 xl.00= 5400 x0.50= OTHER 26850 xl.00 26850 TOTAL DESIGN kVA= 51 TOTAL DESIGN AMPS- 142 MOUNTING 208/120 RECESSED VOLTS PANEL SYMBOLS POWERSYMBOLS NOTES MOTOR OUTLET IZF FUSED DISCONNECT SWITCH SWITCH XX/XX/XX = AMP SWITCH/POLES/AMP FUSE □F HEAVY DUTY NON-FUSED DISCONNECT SWITCH SWITCH XX/XX = AMP SWITCH/POLES X j COMBINATION MOTOR STARTER S t MANUAL MOTOR STARTER WITH THERMAL OVERLOAD n ggLu a 45 kva rr^roy TRANSFORMER T TRANSFORMER cTcD STATIONARY - CIRCUIT BREAKER; RATING AS SHOWN ON PLANS —o^o-n~nSWITCH AND FUSE; RATING AS SHOWN ON PLANS MS),(D JUNCTION BOX ——— SURFACE MOUNTED PANELBOARD OR TERMINAL CABINET — FLUSH MOUNTED PANELBOARD OR TERMINAL CABINET SYMBOLS WIRINGDEVICESYMBOLS l=© 20A, 125V, DUPLEX RECEPTACLE OUTLET +18” UNLESS NOTED OTHERWISE I fa 20A, 125V, DOUBLE DUPLEX RECEPTACLE OUTLET +18” UNLESS NOTED OTHERWISE NO SPECIAL PURPOSE RECEPTACLE OUTLET, +18” UNLESS NOTED OTHERWISE, NEMA CONFIGURATION AS NOTED ON PLANS h© f DUPLEX OUTLET DEDICATED FOR VENTILATION FANS l=©GFI DUPLEX OUTLET WITH GROUND FAULT INTERRUPTER (D) CEILING MOUNTED 20A, 125V, DUPLEX RECEPTACLE OUTLET @ CEILING MOUNTED 20A, 125V, DOUBLE DUPLEX RECEPTACLE OUTLET 1 SPST WALL SWITCH, LETTERS INDICATE THE NUMBER OF SWITCHES AND OUTLETS THEY CONTROL 1>LV LOW VOLTAGE CONTACT SWITCH 1 DIMMER SWITCH c>os OCCUPANCY LIGHT CONTROL SWITCH; WALL MOUNTED SYMBOLS 150NG E . a 22 DESIGNATIONSYMBOLS COLUMN LINE FEEDER DESIGNATION TAG DETAIL REFERENCE BUBBLE -DETAIL NUMBER -SHEET BEARING DETAIL FIXTURE DESIGNATION UPPER CASE LETTER INDICATES FIXTURE TYPE. LOWER CASE LETTER INDICATES SWITCH LEG NUMBER INDICATES CIRCUIT NUMBER (WHERE SHOWN). LETTER INDICATES FIXTURES CONTROL (WHERE SHOWN) NUMBER INDICATES CIRCUIT NUMBER (WHERE SHOWN) NOTES EXISTING 7b PHASE 4 WIRE MAIN MLO 10,000 A.I.C. SYM BUS 100 A VOLT AMPS DESCRIPTION R E C L T G P 0 L E B K R c i R C I R B K R p 0 L E L T G R E C DESCRIPTION VOLT AMPS 0 A OB OC OA OB OC 970 EastRecLtg 4 1 20 1 A 2 20 1 4 WestRecLtg 970 750 (N)Dimmed Ltg 1 20 3 B 4 20 1 Spare 750 750 (N)Dimmed Ltg 1 20 5 C 6 20 1 EmergLtg 150 750 (N)Dimmed Ltg 1 20 7 A 8 20 1 Spare 720 Baseboard HeatRec 4 1 20 9 B 10 20 2 Spare Space 11 C 12 - - - Space 13 A 14 Space Space 15 B 16 Space 1720 1470 750 VA/LINE 970 750 150 0 A= 2690 0 B= 2220 0 C= 900 CONTINUOUS LOADS 3650 xl.25= 4563 NON-CONHNUOUS LOADS UP TO 10 kVA_ RECEPTACLES REMAINDER 2160 xl.00= 2160 x0.50= OTHER xl.00 TOTAL DESIGN kVA= TOTAL DESIGN AMPS= 19 0 PANEL SCHEDULES NTS GENERALNOTES 1. ALL WORK SHOWN IS NEW, UNLESS NOTED OTHERWISE. 2. ALL WORK TO BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE, 2011EDITION. 3. SEAL ALL CONDUIT PENETRATIONS OF FLOORS AND FIRE RATED ASSEMBLIES TO MAINTAIN FIRE RATING. 4. PROVIDE NEW TYPEWRITTEN DIRECTORIES REFLECTING WORK PERFORMED FOR ALL NEW PANELBOARDS IN THIS PROJECT. 5. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM (HOMERUN SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. 6. ALL NEUTRAL CONDUCTORS ON POWER BRANCH CIRCUITING ROUNDHOUSES TO BE #10 AWG UNLESS NOTED OTHERWISE. ABBREVIATIONS NOTES A, AMP AMPERE AC ABOVE COUNTER TOP AIC AMPERE INTERRUPTING CAPACITY AFF ABOVE FINISHED FLOOR AF FRAME RATING IN AMPERES AS SWITCH RATING IN AMPERES AT TRIP RATING IN AMPERES AWG AMERICAN WIRE GAUGE C CONDUIT CL CENTERLINE CKT CIRCUIT CLG CEILING DIST DISTRIBUTION (E) EXISTING TO REMAIN EC EMPTY CONDUIT ELEC ELECTRICAL EM EMERGENCY EMT ELECTRO METALLIC TUBING EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FA FIRE ALARM GFCI GROUND FAULT CIRCUIT INTERRUPTING G, GND GROUND HP HORSEPOWER MECH MECHANICAL MCB MAIN CIRCUIT BREAKER NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURER’S ASSOCIATION NO NORMALLY OPEN NTS NOT TO SCALE PB PULL BOX 0, PH PHASE PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RSC RIGID STEEL CONDUIT TEL TELEPHONE TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATT WP WEATHERPROOF XFMR TRANSFORMER SYMBOLS TELECOMMUNICATION COMBINATION (1)PORT TELEPHONE AND (1)PORT DATA OUTLET, +18” UNLESS NOTED OTHERWISE. SHEETLIST E1.1 SYMBOL LIST, SINGLE LINE DIAGRAM & SCHEDULES E2.1 ELECTRICAL PLAN E3.1 SPECIFICATIONS VC£' pcP0 0<o A/ Or o 49009 om -o TP 4V0 0A/AL — PROGRESS SET - 12.8.17 AW — PRICING SET - 12.15.17 AW — PERMIT SET - 2.12.18 AW 04/02/18 WILDER ENGINEERING LLC Andrew Wilder PE 1170 Blue Sage Drive Steamboat Springs, CO 80487 P: 970-819-7848 E: andy@wilder-eng.com Issue By Date & Issue Description By Sheet No. Scale: 24x36 Project Name: Project Number: Description: LION SQUARE LODGE Gore Creek Room 660 W. Lionshead Place Vail, CO KOHLER ARCHITECTS PO Box 880820 Steamboat Springs, CO 80488 TOV STAMP 1/4"=1'-0" ELECTRICAL PLAN LION SQUARE LODGE 201772 E2.1 m>E 6 6LV—4 LV—4 O o o 13c 13c17a 17a 15 EFBFBFB FBFB (74-®FFFE FE FE FE FE FE FE FE FE FE FE -P 17c 17c 15b 15b 15b 15b 15b 15b 7b 7b 7b 7cosrC FC rCFE FE 5c 5c 13a)(JX6 XCJ XCJX6 7b 7b os FFos os 7c CP PP< 2>FF FE FE FE FE FE FE FE <10 FEFE FE FE 7c(EYP.7b 17b 15a 15a 15a 15a 15a 15a 7a 7a 7a FF 7c os PP CP -FCP©>7cTV Y(Of CPos OS T—41 FE FE FE FE FE FE FE FE FE FE© EH<3>Yos7b 17b 15a 15a 15a 15a 15a 15a 7a 7a (E) LV—4 rC FC rC (E)5c 5c 13a <©>©> \ lLV-4 FFg FF q FFq 17d 17d 17d FFg, FFq FFq 17d 17d 17d FB FB FB -B -B <:^(E)9 9 9 9 915d3b3b15dEM EM EM X27x XANFAN1 FAN %) 15 15X215X215 TV YJ °(E) IM © ©E m E m (Ef (Ilf(E) ©-(E) 2k 2k © BB HEAT BB HEAT00 HPHP HP HP ELECTRICAL PLAN 1 /4 =1 —030AE 30 AF /c\ 30AF V ;30AS 30AEE30AS 30AS 30AS SYMBOLS LIGHTING CONTROL SYMBOLS © DUAL TECHNOLOGY CEILING OCCUPANCY SENSOR © POWERPACK 1 ARCHITECTURAL LOW VOLTAGE SWITCH,4-BUTTON 'd-11— EQUINOX TOUCHPAD |T-73| EQUINOX 7 TOUCHPAD lie-l tI VANTAGE LITE PROCESSOR 1 vs 1 VANTAGE PLENUM RATED COMMUNICATION BUS (E)PANEL 7b <©> EES vs <2> (E) PANEL 7 GENERAL NOTES 1. ALL WORK SHOWN ISNEW UNLESSOTHERWISE NOTED. ALL EQUIPMENT SHOWN ISCONNECTED TOPANEL ’7b’,UON. 0 LIGHTINGFIXTURESCHEDULE SYMBOL ITEM TYPE SIZE LAMPS FIXTURE VOLTAGE INPUT WATTS CATALOG NUMBER ALTERNATECATALOG NUMBERTYPE COLOR KD FB WALL MOUNTED SCONCE 4.5”x4.5” LED 3000K 120 13 HAMMERTON STUDIO CSB0032-0A-XX-XX-E2 APPROVED EQUAL -CONTRACTORTOSUBMIT ANY SUBSTITUTION TODESIGN TEAM FOR APPROVAL 0 FC CHANDELIER 30” LED 3000K 120 45 VARALUZ 175P05-NEW BRONZE APPROVED EQUAL -CONTRACTORTOSUBMIT ANY SUBSTITUTION TODESIGN TEAM FOR APPROVAL 1 1 FE SURFACE LED LINEAR FIXTURE 5”x59” LED 3000K 120 33 VISA LIGHTING CV1614-LWW-GFA-DIM(A) APPROVED EQUAL -CONTRACTORTOSUBMIT ANY SUBSTITUTION TODESIGN TEAM FOR APPROVAL <o FF SURFACE LED WALLWASHER - LED 3000K 120 50 CONTECH LIGHTING LI CM 4537 APPROVED EQUAL -CONTRACTORTOSUBMIT ANY SUBSTITUTION TODESIGN TEAM FOR APPROVAL £ X1 EXIT SIGN 7”x14” LED NA 120 3 DUAL LITE LIGHTING LE-C-S-G-X-N-E APPROVED EQUAL -CONTRACTORTOSUBMIT ANY SUBSTITUTION TODESIGN TEAM FOR APPROVAL X2 EMERGENCY EGRESSFIXTURE 8”x12” LED NA 120 2.3 DUAL LITE LIGHTING EV-2-B APPROVED EQUAL -CONTRACTORTOSUBMIT ANY SUBSTITUTION TODESIGN TEAM FOR APPROVAL 2. 3. 4. 6. 8 . 9. FIRE ALARM CONTRACTORSHALL VERIFY AND COORDINATE ALL NEW AND EXISTING DEVICES. PROVIDE TYPEWRITTEN DIRECTORIESREFLECTING ALL NEW WORK PERFORMED IN THISPROJECT. ALL WIRE SHALL BE #12AWG MIN.,90 DEG. ”C” 2#12AWG & #12GND,UNLESSOTHERWISE NOTED. VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS IN THE FIELD. ALL FIXTURESCIRCUITED WITH ’EM’ ARE TOBE PROVIDED WITH AN INTERNAL BATTERY FOREGRESSLIGHTING. VERIFY IN THE FIELD THAT AN UNSWITCHED HOT FEEDSTHE EMERGERNCY FIXTURE FORPROPEROPERATION. PROVIDE POWERPACKSASNEEDED FORALL OCCUPANCY SENSORS. PROVIDE LABELING AT ALL LIGHT SWITCHESFORLOAD SERVED. <l> 0 SHEET NOTES PANELS SERVING CONFERENCE ROOMS ARE LOCATED IN CLOSET BEHIND RESTROOMSACROSSFROM MAIN NORTH ENTRANCE. <S> <2> I0. REMOVE ALL CONDUCTORS,DEVICESAND CONDUIT RENDERED UNUSED BY THISPROJECT.<s> 0 TRENCH REQUIRED TONEW RECESSED FLOOROUTLET. VERIFY WITH ARCHITECTURAL DRAWINGSFOREXACT LOCATION OF EACH DEVICE. PROVIDE AN UNSWITCHED HOT CONDUCTORFROM CIRCUIT SHOWN FORPROPEROPERATION OF EMERGENCY EGRESS FIXTURE. LIGHTING CONTROL DEVICE SHOWN ISPART OF THE LEGRAND WATTSTOPPERLIGHTING CONTROL SYSTEM. SEE ATTACHED PDF FILES FORPRICING PURPOSES. LOCATION TOBE DETERMINED FORDIMMING PANEL PROCESSOR. RELOCATE JUNCTION BOX AND POWERFEEDING FANS. SWITCHING TO REMAIN,VERIFY IN THE FIELD. CONNECT NEW CONDENSATE PUMPTOEXISTING CIRCUIT IN THE CEILING THAT PREVIOUSLY FED THE FAN COIL. NEW FAN COIL TOBE POWERED BY LOW VOLTAGE DC POWERFROM CORRESPONDING HEAT PUMP. CONNECT NEW HEAT PUMPTOEXISTING 30-AMPFUSED DISCONNECT THAT FED CONDENSING UNIT. CONNECT NEW HEAT PUMPTONEW 30-AMPFUSED DISCONNECT THAT FED CONDENSING UNIT. REPU\CE CORRESPONDING BREAKERFEEDING THISUNIT TOA 30-AMPTYPE INSTEAD OF 40-AMP. RE-ROUTE EXISTING LIGHTING CIRCUITSTHROUGH DIMMING PANEL FOR PROPEROPERATION. TYPICAL OF ALL FIXTURES. SCHEDULE NOTES 1. ALL LAMPSSHALL BE PROVIDED BY THE CONTRACTOR. 2. CONTRACTORTOSUBMIT FIXTURE 0PESTOOWNERAND ENGINEERPRIORTOPURCHASE AND INSTALLATION. LIGHTING FIXTURE NOTES PROVIDE FIXTURE WITH LED LAMP,3000K. 0 LIGHTING FIXTURE SCHEDULE NTS ADD/ALTERNATE BIDDING NOTES <A> EXISTING EXIT SIGNSTOBE REMOVED AND REPLACED WITH FIXTURE SHOWN ON FIXTURE SCHEDULE. EXISTING EGRESSFIXTURESTOBE REMOVED AND REPLACED WITH FIXTURE SHOWN ON FIXTURE SCHEDULE. <C> DIMMING SYSTEM TOBE PRICED AGAINST WALL SWITCH DIMMING IN EACH PARTITIONED ROOM. OCCUPANCY SENSORS TO REMAIN, ASSUME (4) SWITCHESPERPARTITIONED ROOM. VC e*<0 cP0<o <7 0Oro49009 om-o 0 200 S/tiki0A/AL — PROGRESSSET -12.8.17 AW — PRICING SET -12.15.17 AW — PERMIT SET -2.12.18 AW 04/02/18 SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS 1) PART 1 GENERAL a) POWER AND CONTROL WIRING i) Provide power system conduit and wiring to mechanical equipment. Controls system conduit and wiring for mechanical systems is included under Division 15. “Power” wiring includes line voltage wiring from distribution apparatus to disconnecting means provided or installed under this section, and from such disconnecting means to motors, and to terminal boxes of 'package' equipment. “Controls” wiring includes wiring, regardless of voltage, which provides start-stop control for mechanical equipment and/or which is used to monitor functions of mechanical systems. Where line voltage wiring is extended from a local disconnecting means to relays, thermostats, by-pass timers, starter coils or the like, or from mechanical control panels or motor control centers to control devices, such extensions are considered “control” wiring. b) MOUNTING HEIGHTS i) Mounting heights and locations: verify the exact location of equipment with architect prior to installation. Wall mounted devices requiring operational access shall be mounted a minimum of 15 inches above finished floor to bottom of device and a maximum of 48 inches above finished floor to top of device. Visual alarms shall be mounted not less than 80 inches to the bottom or 96 inches to the top of the device. c) REGULATORY REQUIREMENTS i) Conform to: (1) NFPA-70 - National Electric Code. ii) Comply with the current applicable codes, ordinances, and regulations of the authority or authorities having jurisdiction, the Owner's insurance underwriter, and applicable base building standards. iii)When conflict exists between two or more governing codes, comply with the stricter requirement. iv)Obtain permits, and request inspections from authority having jurisdiction. d)PROJECT/SITE CONDITIONS i) Install Work in locations shown on Drawings, unless prevented by Project conditions. Coordinate installation of work in available space with work furnished under other Divisions. 2)PRODUCTS a) Where manufacturer's model or series numbers are specified or shown, these indicate generally acceptable types required. Furnish products which comply with all requirements, as specified or shown. b) When more than one unit of the same class of equipment is required, provide units produced by a single manufacturer. 3) TESTS a) Furnish test equipment, facilities, and technical personnel required to perform field tests. b) At completion of job, check voltage at several points of utilization on the system. Energize all loads installed. 4) CLEANING a) Clean all fixtures and equipment at the completion of the project. Wipe clean exposed lighting fixture reflectors and trim pieces with a non-abrasive cloth just prior to occupancy. 5)RECORD DRAWINGS a) Upon completion of the Work, deliver to Architect and up-to-date set of “as-built” record drawings on a reproducible medium including AutoCAD. 6)DEMOLITION a) Remove, relocate, and reroute existing electrical equipment to facilitate new construction or remodeling work. b) Examine the site to observe and note existing conditions prior to submitting a bid. c) Schedule demolition in advance. Schedule work to avoid disruption of normal operations. d)Reconnect circuits serving equipment required to remain in service to other panelboards, motor control centers, or other appropriate distribution equipment. Provide additional panelboards, motor control centers, or other appropriate distribution equipment where there is insufficient available capacity in remaining existing equipment for reconnection. e)Remove existing conduit and wire back to panelboard, motor control center, or other distribution source. f) Where a circuit is interrupted by removal of a device or fixture from that circuit, provide additional conduit and wire to restore service to the remaining devices and fixtures on that circuit. g) Electrical equipment to be removed that is in good working order shall be carefully removed and offered to the Owner. Items rejected by the Owner shall be removed from the project site and properly disposed of. SECTION 16100 - BASIC MATERIALS AND METHODS 1) PART 1 GENERAL a) REFERENCES i) All equipment and installations shall meet or exceed minimum requirements of ADA, ANSI, ASTM, IEEE, IES, NEC, NEMA, NETA, NFPA, OSHA, SMACNA, UL, and the State Fire Marshal. Equipment shall be certified for use in the State of the project and shall meet the State energy code. Provide products and materials that are new, clean, free of defects, and free of damage and corrosion. b) PERFORMANCE REQUIREMENTS i) Provide support system for equipment and conduit, including wiring, with a minimum safety factor of 4. For empty conduits, include weight of 4 type XHHW wires of maximum permissible size. c) QUALITY ASSURANCE i) All equipment and installations shall meet or exceed minimum requirements of ADA, ANSI, ASTM, IEEE, IES, NEC, NEMA, NETA, NFPA, OSHA, SMACNA, UL, and the State Fire Marshal. Equipment shall be certified for use in the State of the project and shall meet the State energy code. Provide products and materials that are new, clean, free of defects, and free of damage and corrosion. 2)PART 2 PRODUCTS a) CONDUIT i) General (1) Exposed Dry and Damp Locations: (a)Use electrical metallic tubing. (2) Concealed Locations: (a)Furred, Ceiling Spaces and Stud Walls: Use electrical metallic tubing. (b) Connections to Lighting Fixtures in Accessible Ceilings: Use flexible conduit. (3) Equipment Connections: (a)Connections to Liquid-Handling Equipment in Dry Locations: Use liquid-tight flexible conduit. (4) Equipment for Dry Systems in Dry Locations: Use flexible conduit. ii) Electrical Metallic Tubing: (1) Continuous, seamless steel tubing, galvanized or sherardized on exterior, coated on interior with smooth hard finish of lacquer, varnish or enamel, with steel, set screw or compression type fittings. Provide concrete type fittings where required. (2) Use for general purpose feeders and branch circuits. iii)Flexible Steel Conduit: (1) Single strip, continuous, flexible interlocked double-wrapped steel, hot dip galvanized inside and out forming smooth internal wiring channel, with steel, compression type fittings. (2) Use in dry locations only, connections to lighting fixtures in suspended ceilings, connections to equipment installed above suspended ceilings, transformer connections, busway plug in units, and connections to equipment where vibration isolation is required, maximum length of 6 feet. iv)Liquid Tight Flexible Steel Conduit: (1) Same as flexible steel conduit except with tough, inert, watertight plastic outer jacket. Fittings shall be cast malleable iron body and gland nut, cadmium plated with one-piece brass grounding bushings threaded to interior of conduit. Spiral molded vinyl sealing ring between gland nut and bushing and nylon insulated throat. (2) Use same as flexible steel conduit in damp or wet locations and at motor connections. b) BUILDING WIRE AND CABLE i) Provide wire with a minimum insulating rating of 600 volts, except for wire used in low voltage (below 50 volts) control or signal systems. The use of teflon (multi-conductor) for low tension systems may be permitted for fire alarm, signal and communication systems (voice and data) as approved on shop drawings by engineers and where permitted by local codes and union practice. ii) Conductors (1) Electrical grade, annealed copper, and fabricated in accordance with ASTM standards. Minimum size number 12 AWG for branch circuits; number 14 AWG for control wiring. (2) Unless otherwise specified, all wires numbers 10 and smaller shall be solid. (3) All wires number 8 and larger shall be stranded in accordance with ASTM Class B stranding designations. (4) Control wires shall be stranded in accordance with ASTM Class B stranding designations. (5) Cables for low tension systems shall be multi-conductor, 16 gauge, color coded and insulated in armored cable assembly, with number of conductors as required. (6) All 600 volt wire and cables unless otherwise specified shall be single conductor suitable for use in wet and dry and locations. iii)Connectors (1) Make connections, splices, taps and joints with solderless devices, mechanically and electrically secure. Protect exposed wires and connecting devices with electrical tape or insulation to provide insulation values not less than on conductor. iv)Cables (No. 8 and Larger): (1) Use set screw or compression type connectors, taps and splices specifically designed for the particular connection. Insulate splice either by taping or by use of "Bakelite" covers designed to fit around splice. v) Branch Circuit Wires (Number 10 and Smaller): Use any of the following types of terminals and connecting devices: (1) Hand Applied: Coiled, tapered, spring wound devices with a conducting corrosion-resistant coating over the spring steel and a plastic cover and skirt providing full insulation for splice and wired ends. Screw connector on by hand. (2) Tool Applied: Steel cap, with conduction and corrosion resistant metallic plating, open at both ends, fitted around the twisted ends of the wire and compressed or crimped by means of a special die designed for the purpose. Specifically fitted plastic or rubber insulating cover wrap over each connector. c) BOXES i) Pressed steel, galvanized or cadmium-plated, 4 inches minimum octagonal or square with galvanized cover or extension ring as required. ii) Back-to-back outlets in the same wall, or “through-wall” type boxes are not permitted. Provide 12 inch minimum spacing for outlets shown on opposite sides of a common wall. Provide acoustical potting compound on all outlet boxes. d) WIRING DEVICES i) Switches and Receptacles: Arrow Hart, Hubbell, Leviton, Pass & Seymour, or Slater. ii) Wall Dimmers: Lutron. iii)Occupancy Sensors: Mytech, Novitas, or Watt Stopper. iv)Floor Boxes and Fittings: (1) Poke through type: Wiremold Legrand. (2) Recessed flush floor box type: Steel City or Wiremold Legrand. v) Plugstrip: Wiremold. vi)Device and cover plate colors shall be as selected by Architect. e) SUPPORTS i) Support raceways on accepted types of wall brackets, specialty steel clips, or hangers, ceiling trapeze hangers, or malleable iron straps. Plumber's perforated straps are not permitted. Acceptable manufacturers' brackets or hangers are Kindorf, Elcan, Binkley, Multi-Frame, Power-Strut, or Unistrut. Do not suspend raceways or equipment from other raceways, steam, water, or other piping or ductwork, except as otherwise permitted. Provide independent and secure support methods. f) PANELBOARDS i) Acceptable Manufacturers: Cutler-Hammer/Westinghouse, General Electric, Siemens, or Square D/Groupe Schneider. ii) AIC Rating: Branch panelboards and overcurrent protection devices shall have a minimum short circuit rating of 10,000 RMS symmetrical amperes minimum interrupting capacity (120/208V) or 14,000 RMS symmetrical amperes minimum interrupting capacity (277/480V). iii)AIC Rating: Distribution panelboards and overcurrent protection devices shall have a minimum short circuit rating of 42,000 RMS symmetrical amperes minimum interrupting capacity (120/208V) or 200,000 RMS symmetrical amperes minimum interrupting capacity (277/480V). iv)Enclosures: Corrosion resistant galvanized (zinc finished) sheet steel. Fronts shall be cold rolled steel, finish coated with ANSI 61 grey enamel over a rust inhibitor. Panel locks shall be keyed alike. v) Doors: One piece bolt on front with a lockable hinged door over the overcurrent protection devices. vi)Bus Bars: Silver plated aluminum or copper. Neutral bus shall be full size. Neutral bus shall be 200% rated when supplied from a double neutral feeder. Provide an equipment ground bus in each panelboard. In addition to the equipment ground bus, provide an isolated ground bus when supplied from a feeder which includes an isolated grounding conductor. vii) Overcurrent Protection Devices: Molded case circuit breakers for branch panelboards and 120/208V rated distribution panels, and fusible switch units for 277/480V rated distribution panels. g) MOTOR STARTERS i) Acceptable Manufacturers: Eaton/Cutler-Hammer, General Electric, Siemens, or Square D/Groupe Schneider. ii) Manual Motor Starters iii)Fractional Horsepower Manual Starter: General-purpose, Class A, manually operated, full-voltage controller for fractional horsepower induction motors, with thermal overload unit, and toggle operator. iv)Voltage, Rating and Thermal Element: As required by motor controller. v) Enclosure: NEMA ICS 6; Type 1. h) PULL LINE i) 1/8 inch diameter braided yellow polypropylene. 3)PART 3 EXECUTION a) INSTALLATION i) Conduit (1) Install conduit in accordance with NECA “Standard of Installation”. (2) Do not combine individual homeruns into common conduit. (3) Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports. (4) Arrange conduit to maintain headroom and present neat appearance. (5) Use conduit hubs to fasten conduit to cast boxes. (6) Provide insulated equipment ground conductor in flexible conduit. (7) Install conduit to preserve fire resistance rating of partitions and other elements. (8) Do not attach conduit to ceiling support wires. ii) Building Wire and Cable (1) Use conductor not smaller than 12 AWG for power and lighting circuits. (2) Neatly train and lace wiring inside boxes, equipment, and panelboards. (3) Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. (4) Use hardened and tempered steel, tin-plated or stainless steel Belleville washer with slightly larger tin-plated mild steel flat washer for aluminum lugs. (5) Use insulated spring wire connectors with plastic caps for copper conductor splices and taps, 8 AWG and smaller. iii)Boxes (1) Install electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections and compliance with regulatory requirements. (2) Install electrical boxes to maintain headroom and to present neat mechanical appearance. (3) Install boxes to preserve fire resistance rating of partitions and other elements; arrange boxes to meet regulatory requirements. (4) Align adjacent wall-mounted outlet boxes for switches, thermostats, and similar devices to each other. (5) Do not use through-walls boxes or install flush mounting boxes back-to-back in walls; provide minimum 6 inch separation. Provide minimum24 inches separation in acoustic rated walls. (6) Use stamped steel bridges in bar hanger assemblies to fasten flush mounting outlet box between studs. (7) Use adjustable steel channel fasteners for hung ceiling outlet box. (8) Do not fasten boxes to ceiling support wires. (9) Support steel metal boxes independently of conduit. (10) Use gang box where more than one device is mounted together, including floor boxes. Do not use sectional box. (11) Plaster Rings: Use for all concealed work; depth of rings as required to reach finished surfaces. (12) Coordinate trimming of openings for outlet boxes in partitions to achieve neat, closely-fitting openings. (13) Install knockout closure in unused box opening. iv)Wiring Devices (1) Install devices plumb, level, and rigidly in place. (2) Install switches 2 inches to 8 inches from trim on the strike side. (3) Install decorative plates on switch, receptacle, and blank outlets in finished areas. Use multi-gang plates for multiple devices. (4) Connect wiring devices by wrapping conductor around screw terminal. v) Supporting Devices (1) Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure using expansion anchors, beam clamps, steel ramset fasteners. (2) Use toggle bolts or hollow wall fasteners in plaster or gypsum board partitions and walls; sheet metal screws or spring steel bar retainer clips in sheet metal studs. (3) Do not fasten supports to piping, ductwork, mechanical equipment, or conduit. (4) Do not use powder-actuated anchors without specific permission. (5) Do not drill structural steel members without specific permission. (6) Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under nuts. vi)Electrical Identification (1) Provide wire markers on each conductor in panelboard gutters, pull boxes, and at load connection. Identify with branch circuit for power and lighting circuits, and with control wire number as indicated on equipment manufacturer's shop drawings for control wiring. If more than one neutral conductor is present, mark each with related circuit numbers. (2) Color code all secondary branch circuit and feeder conductors as follows: (a)Four Wire, Three Phase, Grounded Wye System: For 120/208 volt systems, use one black, one red, one blue, one white (neutral). For 277/480 volt systems, use one brown, one orange, one yellow and one gray (neutral). (3) Use wire with insulation of required color. For sizes of wire, which may not be available in specified colors use self-adhesive wrap around, markers of solid colors to color code conductors. (4) Color code conductors at accessible locations. (5) Pull Rope Marking: Affix label identifying termination point at each end of pull rope. vii) Disconnect Switches (1) Install disconnect switches shown mounted on walls at +4'-6” to centerline of switch. (2) Install disconnect switches shown on or adjacent to equipment on field fabricated galvanized steel frames. viii) Panelboards (1) Provide filler plates for unused spaces in panelboards. (2) Provide typed circuit directory in plastic holder for each branch circuit panelboard. ix)Motor Starters (1) Install motor control equipment in accordance with manufacturer's instructions. (2) Select and install heater elements in motor starters to match installed motor characteristics. x) Pull Line: Provide in each empty conduit except sleeves and nipples; leave 8 inches of slack at each outlet. xi)Firestopping: Provide firestopping around all pipes, conduits, sleeves, etc., which pass through rated walls, partitions and floors. END OF SECTION WILDER ENGINEERING LLC Andrew Wilder PE 1170 Blue Sage Drive Steamboat Springs, CO 80487 P: 970-819-7848 E: andy@wilder-eng.com Issue By Date & Issue Description By Sheet No. Scale: 24x36 Project Name: Project Number: Description: LION SQUARE LODGE Gore Creek Room 660 W. Lionshead Place Vail, CO KOHLER ARCHITECTS PO Box 880820 Steamboat Springs, CO 80488 TOV STAMP NTS SPECIFICATIONS LION SQUARE LODGE 201772 E3.1 *M>o e'pcP -P<o Or Q 49009 om<£-o N* t*S O/VAL — PROGRESSSET -12.8.17 AW — PRICING SET -12.15.17 AW — PERMIT SET -2.12.18 AW 04/02/18 ELECTRICAL ENGINEER MECHANICAL ENGINEER GENERAL CONTRACTOR FIRE SPRINKLER / ALARM: ACOUSTICAL: PROJECT TEAM: CODE INFORMATION: PLAN DIAGRAMS: VICINITY MAP: DRAWING INDEX:CODE INFORMATION: PROJECT SCOPE: FIRST FLOOR @ GRADE SECOND FLOOR WITH BELOW GRADE PARKING THIRD FLOOR WITH PLAZA PARKING TYPICAL UPPER LEVEL FLOOR WILDWOOD ROOM (E) BLDG EGRESS (E) BLDG (E) BLDG EGRESS (E) EGRESS (E) EGRESS EGRESS OPEN STAIR TO LOBBY No proposed changes; shown for information only. No proposed changes; shown for information only. No proposed changes; shown for information only. DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1COVERSHEET FLOOR PLAN A-000 REVIEW 11/22/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 9KNFYQQF 4QQO0 0 u HO ILL ROOM T MO'EL ROOM A . HOTLL ROOM _ 4 rwp HOTEL ROOM MOTE: ROOM STM '5 fl r bnjr\- MECHANICAL r 2 \ MECHANICA11 MJNiA/ GVM _ r i l l7x1 mMECHANICAL © © © ® © © ©© © © © 0 0 l y A j i y v j I y j I A I p y LAST BLHDNG Xl P KITCHEN i„. U - -r-- Tt & uTCncN EEr—u -£' . v EXIT BALCONY TO GRADE I M STAIR J ixr^r u CONDO CONN : DM 0 1r LAj i fvi . m /v _ „ _ iUt PH t li tr ^CONDO 1 |2 i p#3^ r\4 lr\4 -*i nzdtzr © © © © © © ©0 0 © © © IX 4 0 0 m i l l D I N C| ;wr * 1 \m f = r ED □ LM O T E L R OO MKJT B R O M MOTE. ROOM I HOTEL ROOM 2M J -U m v u ■^TT= CONDO BBr RESTAURANT n “tdfcr" IX] i ■tzzfezr APPLICABLE CODES: 603.1.1 DUCTS. THE USE OF NONMETALLIC DUCTS SHALL BE PERMITTED WHERE · 2015 INTERNATIONAL BUILDING CODE INSTALLED IN ACCORDANCE WITH THE LIMITATIONS OF THE · 2015 INTERNATIONAL CODES FOR FIRE, PLUMBING, INTERNATIONAL MECHANICAL CODE. MECHANICAL, FUEL GAS, ENERGY CONSERVATION CODE, AND EXISTING BUILDING CODES 603.1.2 PIPING. · 2014 NATIONAL ELECTRICAL CODE THE USE OF COMBUSTIBLE PIPING MATERIALS SHALL BE PERMITTED WHERE INSTALLED IN ACCORDANCE WITH THE OCCUPANCY TYPE: (NO CHANGE TO EXISTING) LIMITATIONS OF THE INTERNATIONAL MECHANICAL CODE AND THE MIXED (A-2, A-3, B, R-1.S-2) INTERNATIONAL PLUMBING CODE. CONSTRUCTION TYPE: 603.1.3 ELECTRICAL TYPE 1B - SPRINKLERED THE USE OF ELECTRICAL WIRING METHODS WITH COMBUSTIBLE INSULATION, TUBING, RACEWAYS AND RELATED COMPONENTS ALLOWABLE HEIGHT: (NO CHANGE TO EXISTING) SHALL BE PERMITTED WHERE INSTALLED IN ACCORDANCE WITH 180’-0" AND 12 STORIES THE LIMITATIONS OF THIS CODE. ACTUAL HEIGHT: (NO CHANGE TO EXISTING) EGRESS: NO CHANGE TO EXISTING 8STORIES; 90-0" ALLOWABLE AREA: (NO CHANGE TO EXISTING) A-2; A-3; B; R-1 - UNLIMITED S-2 -316,000 SF z EXISTING 1 HR ROOF/CEILING ASSEMBLY / EXISTING ROOF / CEILING ASSEMBLY AT WILDWOOD ROOM AND TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES / WILDWOOD PREFUNCTION ROOMS CONSIST OF EXISTING A/R -1 HOUR / CONCRETE TEES W/ 4 1/2" TH. FLANGE AND 4" TH. CONCRETE A/B -1 HOUR / TOPPING SLAB; PER TABLE 721.2.2.1 MIN. 3 1/2" TH. CONCRETE IS A/S-2 - NONE / REQUIRED FOR ONE HOUR RATING. PER 721.2.2.4 JOINTS IN PRECAST SLABS; JOINTS BETWEEN TABLE 601 FIRE RESISTIVE RATINGS: / ADJACENT PRECAST CONCRETE SLABS NEED NOT BE CONSIDERED IN CALCULATING THE SLAB THICKNESS PROVIDED THAT A PRIMARY STRUCTURAL FRAME-2 HOURS / CONCRETE TOPPING AT LEAST 1 INCH THICK IS USED. BEARING WALLS - 2 HOURS / FLOOR / CEILING CONSTRUCTION - 2 HOURSI / ROOF/CEILING CONSTRUCTION-1 HOUR / COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS OF TYPE I OR II CONSTRUCTION IN THE FOLLOWING APPLICATIONS: THE PROJECT INCLUDES INTERIOR UPGRADES TO EXISTING CONFERENCE ROOM AT LION SQUARE LODGE INCLUDING NEW 1. FIRE RETARDANT TREADED WOOD SHALL BE PERMITTED IN CEILING FINISHES, LIGHTING, INTERIOR TRIM, AND ROOM DIVIDERS NONBEARING PARTITIONS; NONBEARING EXTERIOR WALLS; AND ROOF CONSTRUCTION. AREA OF EXISTING WILDWOOD CONFERENCE ROOM AND 2. INTERIOR WALL AND CEILING FINISHES INSTALLED IN PREFUNCTION AREA = 2,883 SF (NO CHANGE TO EXISTING SF) ACCORDANCE WITH SECTIONS 801 AND 803. 3. TRIM INSTALLED IN ACCORDANCE WITH SECTION 806. OCCUPANT LOAD OF WILDWOOD ROOM = 2,883 SF / 7 = 412 4. BLOCKING OCCUPANTS 5. NAILING OR FURRING STRIPS AS PERMITTED BY SECTION 803.13 6. MATERIALS USED TO PROTECT PENETRATIONS IN FIRE NO CHANGE TO EXISTING EGRESS DOORS RESISTANCE RATED ASSEMBLIES IN ACCORDANCE WITH SECTION TOTAL EGRESS WIDTH PROVIDED = 180" 714. TOTAL EGRESS WIDTH REQUIRED = .2 X 412 = 82.4" 7. MATERIALS USED TO PROTECT JOINTS IN FIRE RESISTANCE RATED ASSEMBLIES IN ACCORDANCE WITH SECTION 715. © © © © © © © © © © © tfsiflg*DINC 0 © r~i~1 xz i -\tp ttOril ROOM 1 HO EL ROOM HO'EL ROOM · lOTEL ROOM, 1 HOTEL ROOM V LrdlJt ______________ ___ 'IT- 1 CONDO % CONDO CONDO T ______ r ! _____1 ______ Lj________ 1 ____ HOTFtROOM —1 HO'EI ROOM ------------u HOTFtROOM r43 1HOTEL ROOM I STAIR -' STING 5 AIR CONDO L-izJt © © © © © © |4 1 CONDO u-Qzr 1 1 t © c} © © © rmSatellite a. Ifi HXT': I ta«^4 1 1 ^■1- ;J!-flP n f >yJ3P cJ^‘i Til · :■" [■XIX m ■v N. NXSs.’I iifS tChiC*v / m LttZ Tl-j; '-■-I OWNER LION SQUARE LODGE 660 W. LIONSHEAD PLACE VAIL, COLORADO 81657 PHONE: 970-477-4408 CONTACT: MIKE LANGE E-MAIL: MIKE.LANGE@WYNVR.COM ARCHITECT KOHLER DESIGN PO BOX 880820 STEAMBOAT SPRINGS, COLORADO 80488 PHONE: 970-819-4589 CONTACT: LAURIE KOHLER E-MAIL: LAURIEKOHLER@COMCAST.NET INTERIOR DESIGNER WOODLAND LANE DESIGN 7562 BEMIS LITTLETON, COLORADO 80120 PHONE: 303-726-7014 CONTACT: SHELBY VERRETTA E-MAIL: SHELBYVERRETTA@MSN.COM STRUCTURAL BC&E, LLC 1520 WEST CANAL COURT, SUITE 240 LITTLETON, COLORADO 80120 PHONE: 303-815-3488 CONTACT: CHRIS MORGAN E-MAIL: CMORGAN@BCE-LLC.NET RADER ENGINEERING, INC. PO BOX 8610 40690 HIGHWAY 6, SUITE E-1 AVON, COLORADO 81620 PHONE: 970-845-7910 CONTACT: DREW RADER E-MAIL: DRADER@RADERENGINEERING.COM WILDER ENGINEERING LLC 1170 BLUE SAGE DRIVE STEAMBOAT SPRINGS, COLORADO PHONE: 970-819-7848 CONTACT: ANDY WILDER E-MAIL: ANDY@WILDER-ENG.COM RA NELSON 51 EAGLE ROAD #2 PO DRAWER 5400 AVON, COLORADO 81620 PHONE: 970-XXX CONTACT: MIKE CUTHBERTSON E-MAIL: MCUTHBERTSON@RANELSON.COM DESIGN BUILD BY GC BORZYM ACOUSTICS 2221 COLUMBINE AVE. BOULDER, COLORADO 80302 PHONE: 720-317-3946 CONTACT: JIM BORZYM E-MAIL: ACOUSTICS@COLUMBINE.NET ARCHITECTURAL: A-000 PROJECT INFORMATION A-100 DEMOLITION FLOOR PLAN A-101 PROPOSED FLOOR PLAN A-400 DEMOLITION CEILING PLAN A-401 PROPOSED CEILING PLAN A-601 EXISTING INTERIOR ELEVATIONS A-602 PROPOSED INTERIOR ELEVATIONS A-603 DETAILS STRUCTURAL: S.1 STRUCTURAL ATTACHMENTS MECHANICAL: M2.1 MECHANICAL FLOOR PLAN ELECTRICAL: E-1.1 - Symbols, Schedules, One Line E-2.1 - Electrical Plan E-3.1 - Specifications P.O. Box 880820 SteamboatSprings CO 80488 970-819-4589 Any unauthorizeduseof these documents is prohibitedwithout the written consent of KohlerDesign CO/ O' o -yVoA. /LAURIEZABKAR\° ★ KOHj-EFT|★ o3^Wo2(WZ3 /Wv 00203723 aBg^ o 04/02/18 04/02/18  #Ä (.114 2.#0   Ä  # # $ % & WALL TYPES: GENERAL NOTES: 9 DOORS: ':+56 ':+56 (4 4'75' (4 ':+56 ':+56 (4 9 9 9':+56   ':+56 9 9 9 9 9 9 9 9 ':+56 (4      ## # $ % & ':+56 ':+56 ':+56 (4  #Ä  # # #  #Ä 9+.&911& /''6+0) 411/ ')4'55 &+#)4#/   Ä  #Ä 9+.&911& /''6+0) 411/ ')4'55 &+#)4#/ 9 2#46+6+105   Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1 FLOOR PLAN A-101 REVIEW 2/1/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/22/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 BUILD DEPT 3/26/20189KNFYQQF 4QQO     04/02/18  #Ä &'/1 %'+.+0) 2.#0   Ä CEILING GENERAL NOTES: CEILING DEMOLITION :         DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1REVIEW 11/22/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/20189KNFYQQF 4QQODEMOLITION PLAN CEILING A-400 EXISTING SOFFIT TO REMAIN (E) STORAGE SPACE TO REMAIN NO PROPOSED CHANGES Kl 5 (E)II I 11 REMOVE HARD CEILING LID AND EXISTINGlIGHT --------------FIXTURES IN THIS AREA TO---------------- APPROXIMATE LOCATION OF EXISTING CONCRETE BEAM VERIFY ACTUAL LOCATION IN FIELD; COORDINATE WITH NEW PARTITION TRACK CLEARANCES EXPOSE STRUCTURE ABOVE EXISTING CEILING HEIGHT 7'-8" AFF -------- 57(E) ^7 EXISTING SUPPLY AIR DUCTING TO REMAIN SHIFT GRILL AS NEEDED FOR NEW CEILING SCALE: EXISTING SOFFIT TO REMAIN zz zz zz zz zz ZZ EXISTING CONSTRUCTION TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN 1. EXISTING DUCTWORK ABOVE CEILING TO REMAIN 2. DOORS SHOWN ON REFLECTED CEILING PLAN ARE TO REMAIN; SHOWN FOR LOCATION REFERENCE ONLY; REFER TO DEMOLITION FLOOR PLAN FOR DOORS TO BE REMOVED EXISTING SOFFIT TO REMAIN (" ") REMOVE EXISTING CEILING GRID, TILES, AND SUPPORTS "—" IN WILDWOOD AND PREFUNCTION ROOM (" REMOVE EXISTING MOVEABLE PARTITION TRACK , "—" SUPPORTS, AND SURROUNDING SOFFITS (f ") REMOVEEXISTING RECESSED LIGHT FIXTURES EXISTING EGRESS LIGHTING TO REMAIN r4k: P.O. Box 880820 Steamboat Springs CO 80488 970-819-4589 Any unauthorized useof these documentsisprohibited withoutthe writtenconsentof KohlerDesign O? CO4 O4\ -yT O oco LAURIEZABKAR KO★ ★ ^02r oo EXISTING DUCTWORK TO REMAIN; SUPPLY AIR TO BE SHIFTED WITHIN CONCRETE TEE SPACE PROVIDE NEW GRILLS 04/02/18 04/02/18  ## ':+56+0) +06'4+14 '.'8#6+10   Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1EXISTING INTERIOR ELEVATIONS A-600 REVIEW 2/1/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/22/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 9KNFYQQF 4QQOEXISTING TRACK / SOFFIT TO BE REMOVED EXISTING CONCRETE TEE STRUCTURE ABOVE A. SCALE: \//\ / \ / \ / \ / \ / \/ \\ \ / / \ / \ / \ / \ / L REMOVE EXISTING DOOR, FRAME & HARDWARE REMOVE WOOD BASE @ EXISTING PAIR OF DOORS SAND, REPAIR, PAINT AS REQUIRED EXISTING CHAIR RAIL AND BASE TO REMAIN PATCH AND REPAIR AS NEEDED LINE OF EXISTING CEILING TO BE REMOVED, TYP. r4k: P.O. Box 880820 Steamboat Springs CO 80488 970-819-4589 Any unauthorized useof these documentsisprohibited withoutthe writtenconsentof KohlerDesign B. /------------ APPROXIMATE LOCATION OF EXISTING / RETURN AIR GRILLTO REMAIN ---------- REMOVE PORTION OF EXISTING CORNER FOR PARTITION JAMB INSTALLATION / ----------!l_l / 1 / 1 / 1 1 i 1 111 1 1 1 ir [ 1 1 n l ll ----------- EXISTING CHAIR RAILAND BASE TO REMAIN ---------- EXISTING CLOSET TO BE REMOVED PATCH AND REPAIR AS NEEDED PATCH AND REPAIR DRYWALL, BASE, AND CHAIR RAILAS REQUIRED C. /\ / \ / \ / \ / \ / \/ \\ / \ / \ / \ / \ / \ / i■' - -/\ / \ / \ / \ / \ / \/ \\ / \ / r \ / \ / \ / \ / /i=n EXISTING CHAIR RAIL AND BASE TO REMAIN PATCH AND REPAIR AS NEEDED CO4Of o -yT O OCO LAURIEZABKAR KO★ ★ r oo 4k ABC- D. I------------------- 1 ------------------------ / / / / / / /\ \ \ \ \ \ \ 1 i II.1 T 1 |. \| ----------- EXISTING CHAIR RAILAND BASE TO REMAIN ------------ EXISTING CLOSET TO BE REMOVED PATCH AND REPAIR AS NEEDED PATCH AND REPAIR DRYWALL, BASE, AND CHAIR RAILAS REQUIRED E. r EXISTING SOFFITS AND TRACK TO BE REMOVED EXISTING CLOSETS AND DOORS TO BE REMOVED r \/\ / \ / \ / \ / \ / \/ \\ / \ / \ / \ / \ / \ /1 ■' 04/02/18  # +06'4+14 '.'8#6+10 241215'&   Ä  #  #  #  #  # FINISHES: 2Ä 2Ä 2Ä 2Ä 2Ä 2Ä 2Ä 2Ä2Ä 2Ä 2Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1PROPOSED INTERIOR ELEVATIONS A-601 REVIEW 2/1/2017 PRICING 2/21/2017 REVISED PRICING 2/23/2017 BOARD MEET 3/30/2017 REVIEW 11/22/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 9KNFYQQF 4QQOPROPOSED CHANDELIER LOCATION EXISTING DUCT RUN TO REMAIN VERIFY SIZE AND ACTUAL LOCATION, TYP. EXISTING SOFFIT BEYOND N CROWN MOLDING, TYP. ACOUSTICAL PARTITIONc/d CDO 111 □c co o A DOORS TO BE FAUX PAINTED DOORS TO BE FAUX PAINTED NEW STORAGE AREA BEHIND NEW WALL SCALE: EXISTING 4 1/2" TH. CONCRETE TEES AND 4" TH. CONCRETE TOPPING SLAB TO REMAIN; PER TABLE 721.2.2.1MIN. 3 1/2" TH. CONCRETE REQUIRED FOR ONE HOUR RATING. PER 721.2.2.4 JOINTS IN PRECAST SLABS. JOINTS BETWEEN ADJACENT PRECAST CONCRETE SLABS NEED NOT BE CONSIDERED IN CALCULATING THE SLAB THICKNESS PROVIDED THAT A CONCRETE TOPPING AT LEAST 1INCH THICK IS USED. WALL PAINT: BENJAMIN MOORE - MONROE BISQUE - HC26 FINISH:EGGSHELL (2 COATS) CEILING PAINT: BENJAMIN MOORE - WHITE DOVE - OC17 FINISH:FLAT (2 COATS /PRIMER)) CEILING PAINT-COFFERS: BENJAMN MOORE - MONROE BISQUE - HC26 FINISH:FLAT (2 COATS/PRIMER) STAIN THROUGHOUT: MATCH EXISTING MODERNFOLD PARTITION FABRIC: DESIGN TEX-IGNEOUS II COLOR:BARK #111873-550 DOORS TO BE FAUX PAINTED EXISTING CHAIRRAIL AND BASE TO REMAIN PATCH AND REPAIR AS NEEDED P.O. Box 880820 Steamboat Springs CO80488 970-819-4589 Any unauthorizeduse of these documents is prohibitedwithout the written consent of KohlerDesign NEW STORAGE ACCESSED THROUGH BARN DOOR AND DOOR 101 B. EXISTIN SOFFIT / CONCRETE TEE B.O. CONCRETE TEES AT 8 '- 71/2” AFF ACOUSTICAL SEPARATION WALL AT TRACK X E) RETURN AIR GRILL NEW PILASTERS WITH ADA COMPLIANT SCONCE AND MATCHING CHAIRRAIL AND BASE-----------------------CO C? CO m LU C O LU CO CD OC LU LU 1—Q LU ?oE.o CD S 5§ u EXISTING GYP. BD. SOFFIT TO REMAIN (E) CLOSURE WALL (E) CONCRETE BEAM VERIFY EXACT LOCATION COORD. WITH PARTITION POCKET WALL BEYOND C. PREFUNCTION ACOUSTICAL PARTITION //\ / \ / \ / \ / \ / \/ \\ / \ / r , / \ / \ / \ // FAUX PAINT EXISTING DOORS CO/Of o ·vToA. ^ / LAURIE ZABKARW ★ I KOHLER, . I ★ A.r oo <(? ABC- EXISTING WOOD BASE AND CHAIR RAIL TO REMAIN D. NEW CHAIRRAIL AND WOOD BASE TO MATCH EXISTING AT POCKET PREFUNCTION SIM o y \ / CROWN MOLD, GYP. i ■ ?=i; tf. i □ : cc LU Q i i. i ---------^--------------1---------------------*L POCKET STORAGE NEW PILASTERS WITH ADA COMPLIANT SCONCE; WOOD BASE AND CHAIRRAIL TO MATCH EXISTING EXISTING DOOR TO GARAGE E. X °° EXISTING DOOR TO REMAIN GYP BOARD CEILING BEYOND PARTITION MAN DOORS NEW CHAIRRAIL AND WOOD BASE TO MATCH EXISTING EXISTING DOORS TO REMAIN PREFUNCTION BEYOND PARTITION POCKET 04/02/18  # %'+.+0) &'6#+. %1(('4    Ä  # %'+.+0) &'6#+. 2'4+/'6'4    Ä  # %'+.+0) &'6#+. 2#46+6+10    Ä Ä #(( Ä #(( # # %'+.+0) &'6#+. 21%-'6 &114 %.1574'    Ä 2Ä 2Ä2Ä 2Ä 2Ä 2Ä  # 21%-'6 2.#0 &'6#+. '0.#4)'&   Ä  # 21%-'6 2.#0 &'6#+. '0.#4)'&   Ä DATE:ISSUED FOR: -1*.'4&'5+)0 .+10 537#4' .1&)' 9 .KQPUJGCF 2NCEG8CKN %1DETAILS A-602 REVIEW 11/22/2017 PROGRESS 12/8/2017 PRICING 12/15/2017 PERMIT 2/12/2018 9KNFYQQF 4QQOWOOD BLOCKING AT 3" H CROWN MOLDING, TYP. EXISTING CONCRETE TEE RE: CEILING PLAN DRYWALL SUSPENSION SYSTEM INSTALLED PER MANUFACTURERS STANDARD DETAILS; HOLD TIGHT TO UNDERSIDE OF CONCRETE TEES 5/8" TH. PAINTED GYP. BOARD CHANNEL MOLDING TEES OR TRANSITION CLIPS; CONTRACTORS CHOICE ANGLE MOLDING, TYP. EXISTING WALLS TO UNDERSIDE OF CONC. DECK ABOVE DRYWALL SUSPENSION SYSTEM INSTALLED PER MANUFACTURERS STANDARD DETAILS B.O. CONCRETE TEES CHANNEL OR ANGLE MOLDING SCALE: SCALE: 1-1 3/8" SCALE: ACOUSTICAL SEALANT AT AREAS PENETRATED BY STEEL ANGLE; CONTINUE DRYWA|]l TO UNDERSIDE OF CONCRETE DECK DRYWALL SUSPENSION SYSTEM I MANUFACTURERS STANDARD DEI], OF SUPPORT W/ (2) LAYERS OF 5/8' BOARD SEALED TO CONCRETE DE MINERAL WOOL BATTS FULL DEPT NSTALLED PER AILS EACH SIDE "GYPSUM CK ABOVE; WITH H OF CAVITY ACOUSTICAL SEALANT AT ALL PENETRATIONS, TYP. STRUCTURAL SUPPORT BY GC RE:STRUCTURAL HANGER RODS @ BRACKET BY MODERNFOLD | 1/ i I ANGLE MOLDING ♦ HEADER AT POCKET DOOR CLOSURE W/5/8" GYP. BOARD EACH SIDE; SOUND BATTS FULL DEPTH OF CAVITY TO UNDERSIDE OF CONCRETE TEE ABOVE B.O. CONCRETE TEE BEYOND SWEEP CONTACT BLOCKING STAINED WOOD TO MATCH TRIM POCKET DOOR CLOSURE SCALE: P.O. Box 880820 Steamboat Springs CO 80488 970-819-4589 Any unauthorized useof these documents isprohibited withoutthe writtenconsent of KohlerDesign CO/o* o<c- -yxoA.oCOLAURIEZABKAR KOHfER, ^0O2(W^3 , ★★ A,r oo<</ PARTITION STACK 5-0" MITERED RETURN AT WOOD BASE AND CHAIRRAIL, TYP. 1 X STAINED WOOD TRIM POCKET DOORS & HARDWARE BY PARTITION MANUF. CENTERLINE OF TRACK 1 X STAINED WOOD TRIM VERIFY EXACT LOCATION OF CONCRETE BEAM ABOVE IN RELATION TO TRACK AT POCKET e GYP. BOARD PATCH REMOVE PORTION OF EXISTING WALL FOR INSTALLATION OF STUD PACK; CONT. TO UNDERSIDE OF CONCRETE DECK ABOVE; FIRE RESISTIVE WOOD, TYP. ACOUSTICAL CAULKING BETWEEN FINISH MATERIALS PARTITION JAMB BY PARTITION MANUF.; ACOUSTICAL CAULKING BETWEEN JAMB AND WALL BOTH SIDES LINE OF BASE AND CHAIR RAIL CAULK AT JAMB RECOMMENDED CONSTRUCTION TO MEET ASTM E557STANDARD GUIDE FOR THE INSTALLATION OF OPERABLE PARTITIONS 1 5'-7" STAINED WD TRIM OVER METAL FRAME, TYP. 4A JAMB DETAIL @ PARTITION LINE OF WOOD BASE / CHAIR RAIL BELOW MITERED RETURN AT WOOD END CAP 1 X STAINED WOOD END CAP; MATCH (E) WOOD / STAIN 1'-3 1/2" C DC Or-31 /2 " PARTITION STACK POCKET DOORS & HARDWARE BY PARTITION MANUF. SCALE: SCALE: 04/02/18 04/02/18 Ductwork 1. Duct sizes shown on drawings are outside (sheet metal) duct dimensions. 2. All ductwork shall be sealed airtight with duct mastic. Where duct tape is used, it shall be listed and labeled in accordance with UL 181. 3. Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. 4. All ducts shall be 26 gauge minimum. Duct gauge and construction shall conform to SMACNA HVAC Duct Construction Standards. 5. Contractor to coordinate exact location of grilles and registers before installation. Project Close-out 6. Provide new clean air filters in all air handling equipment prior to system acceptance. 7. Clean all equipment, ducting, piping, etc. of dust and debris from construction. 8. Furnish HVAC as-built / record drawings within 90 days of system acceptance. MECHANICAL FLOORPLAN - WILDWOOD ROOM SCALE: 1/4" = 1'-0" 2/12/18 (B) 12/10 SA (B) 20/10 SA /E/ SA MM © (E) AHU so f f it (B) sa ©0 © 0 10 "4> NECK 10 "4> NECK 10 4> NECK (TTPJ 14 ♦ NECKo 0 Ui /e; ra /E/ :: £>/14 RG u< 3tCD tD <0 to 'NUi Ui Ui Ui o o © I4"«t> NEC 10 ^ NECK 11 + NECK 0"4> NECK Gl o © © © 7 fLH0"4> NECK14 4> NEC (H) CAP 2. 3. GENERAL NOTES: FIELD VERIFY EXISTING CONDITIONS. IMMEDIATELY NOTIFY ENGINEER OF DISCREPANCIES. FIELD VERIFY EXISTING DIFFUSER NECK SIZES DURING DEMO PHASE, PRIOR TO ORDERING DIFFUSERS. ALL DUCT SIZES SHOWN ON PLANS ARE OUTSIDE SHEET METAL DIMENSIONS. ALL DUCTS SHALL BE GALVANIZED GS0, MINIMUM 26 GAUGE. 4. U.N.O. ALL NEUU RECTANGULAR RA 4 SA DUCTS SHALL BE INTERNALLY LINED WITH 1/2" DUCT LINER. 5. © © DUCTS SHALL BE CONSTRUCTED 4 SUPPORTED WITH APPROVED HANGERS IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS. SHEET NOTES: DEMO 4 REPLACE EXISTING 24"x24" CEILING SUPPLY DIFFUSER WITH NEW SD-1 SUPPLY DIFFUSER. MODIFY/ ADJUST RUN-OUT DUCTWORK AS REQUIRED TO ACHIEVE LOCATION AS SHOWN ON ARCHITECTURAL RCP. NEW SD-I SUPPLY DIFFUSER, CONNECTED TO EXISTING ABANDONED RECTANGULAR TRUNK DUCT, AS SHOWN. (T) EXISTING AIR HANDLING UNIT, 5 HP MOTOR, 208/3 VOLTAGE. © EXTEND EXISTING 12/10 SA DUCT AND CONNECT TO MAIN AHU SUPPLY DUCT. VERIFY INTEGRITY OF DUCT. PROVIDE DUCT CAP AT OPPOSITE END OF DUCT /END OF RUN/ AS REQUIRED. © 5 ) BALANCE ALL 12 TOTAL SUPPLY DIFFUSERS TO EQUAL AIRFLOW PLUS OR MINUS 10%. MOTORIZED DROPDOWN SCREEN RECESSED INTO CEILING LINE DR CONCRETETEES IN CEILING SPACE ABOVE 8'- 7 1/E" TO B.O. EXISTING CONCRETETEES O © O © O O © EXISTING SDRRIT TO REMAIN rr O o \/ (B) AIR DEVICES SYM. USE MANUF. FRAME MODULE NECK FINISH ACC. REMARKS 4 MODEL TYPE SIZE SIZE SD-1 SUPPLY DIFFUSER TITUS OMNI VERIFY W/ SELECTED RCP 24/24 RE: PLANS /FIELD VERIFY/ *26 WHITE O.B.D. 4-WAY THROW PLAQUE TYPE DIFFUSER /\ / \ X X EQUALS: TITUS, KRUGER, PRICE, METALAIRE. MECHANICAL SPECIFICATIONS LEGEND H POINT OF DISCONNECTION 0 POINT OF NEW CONNECTION /a; ABANDON IN PLACE (O) DEMO (B) EXISTING (F) FUTURE (W NEW /r; RELOCATE /u; UPGRADE EXISTING cu CONDENSING UNIT EA EXHAUST AIR FC FAN COIL FTE FINNED TUBE ELEMENT HP HEAT PUMP HWS/R HEATING WATER SUPPLY/ RETURN OA OUTSIDE AIR OED OPEN END DUCT UF UNDER FLOOR RA RETURN AIR REF REFRIGERANT PIPING RG RETURN GRILLE SA SUPPLY AIR SD SUPPLY DIFFUSER TA TRANSFER AIR AHJ Stamp un $ CM CM CM Lft UI ^ £ CO ^UI CO ID WWW iAAAA WWV 5© .. 4 u- ® 55 v r <P©1 vO0 Q - 0- ® £ VOVO Issued For No. Date 12/12/n 12/13/11 12/15/n 2/12/18 Comment COORDINATION COORDINATION PRICING SET PERMIT MECHANICAL FLOOPPLAN NORTH Project No. nosaoo Drauun Bu: BJH Seale: i/4M = r-o" Checked By; JDR M2.1 SHEET I OF I ANY CHANGES AND/OR DEVIATIONS FROM THESE PLANS WITHOUT WRITTEN APPROVAL BY THE ENGINEER RELEASE THE ENGINEER FROM ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDING.RADER ENGINEERING, INC. EXPRESSLY RESERVE THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS TO THESE PLANS. THIS DRAWING MAY NOT BE REPRODUCED OR PRODUCTIONS THEREOF USED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER.© COPYRIGHT 2015 RADER ENGINEERING, INC.04/02/18 WILDER ENGINEERING LLC Andrew Wilder PE 1170 Blue Sage Drive Steamboat Springs, CO 80487 P: 970-819-7848 E: andy@wilder-eng.com Issue By Date & Issue Description By Sheet No. Scale: 24x36 Project Name: Project Number: Description: LION SQUARE LODGE Gore Creek Room 660 W. Lionshead Place Vail, CO KOHLER ARCHITECTS PO Box 880820 Steamboat Springs, CO 80488 TOV STAMP NTS SYMBOLS AND ONE LINE LION SQUARE LODGE 201772 E1.1 1 -60A FEEDER MAIN DISTRIBUTION BOARD 208/120V, 3PH, 4W, i r~" =1 2400AF d 2400AS 3P 200AF/200AS 3P ----- 200AF/200AS 3P ezko^o- 400AF/400AS 3P ezko^o- 200A FEEDER PNL PNL #7 #7B 200A 1 00A MLO MLO _r>T0 EXISTING PANELS TO EXISTING PANELS L TO UTILITY POWER TF · N — ^ GROUNDING ELECTRODE CONDUCTOR DIAGRAM NOTES 1. ALL WORK SHOWN IS EXISTING UNLESS OTHERWISE NOTED. 2. BRING ANY DISCOVERED CODE VIOD\TIONS TO THE OWNER’S ATTENTION. 3. REMOVE ALL CONDUCTORS, DEVICES AND CONDUIT RENDERED UNUSED BY THIS PROJECT. 4. ALLWIRINGSHOWN ISSIZEDFORCOPPERCONDUCTORS, UON 0 SINGLE LINE DIAGRAM NTS EXISTING MOUNTING 208/120 RECESSED VOLTS PANEL 10 PHASE 4WIRE MAIN MLO 000 A.I.C. SYM BUS 200 A VOLT AMPS DESCRIPTION R E C L T G P 0 L E B K R c i R C I R B K R p 0 L E L T G R E C DESCRIPHON VOLT AMPS 0 A OB oc OA OB OC 750 Computer Room 1 20 1 A 2 20 1 Heat T ape 1000 1000 Lighting 1 20 3 B 4 20 1 GarageLtg 1000 1000 Parking Lot Ltg 1 30 5 C 6 20 1 GarageLtg 1000 1000 (N)Dimmed Ltg 1 20 7 A 8 20 1 GarageLtg 1000 2690 Sub Panel 2 60 9 B 10 50 3 GarageRamp Heater 3000 2220 - - - 11 C 12 - - - 3000 1000 (N)Dimmed Ltg 1 20 13 A 14 - - - 3000 1000 (N)Dimmed Ltg 1 20 15 B 16 30 1 Lobby Coffee 2000 1000 (N)Dimmed Ltg 1 20 17 C 18 30 1 Lobby Coffee 2000 1080 Wildwood Recepts 6 1 20 19 A 20 20 3 GarageSub Panel 1200 1080 Wildwood Recepts 6 1 20 21 B 22 - - - 1200 1080 Wildwood Recepts 6 1 20 23 C 24 - - - 1200 Spare 1 20 25 A 26 20 1 GarageEF 750 Spare 1 20 27 B 28 20 1 GarageLtg 1000 1200 Copier 1 20 29 C 30 20 1 Dry System Room 750 1200 Dishwasher 1 20 31 A 32 20 1 Heat T ape 1000 1000 GarageRamp Ltg 1 20 33 B 34 20 1 Spare 1000 Parking GarageLtg 1 20 35 C 36 20 1 GarageExit Signs 250 1200 Compressor 3 20 37 A 38 20 2 Spare 1200 - - - 39 B 40 - - - 1200 - - - 41 C 42 20 1 Spare 6230 7970 8700 VA/LINE 7950 8200 8200 0A=14180 0B=16170 0C= 16900 CONTINUOUS LOADS 15000 xl.25= 18750 NON-CONTINUOUS LOADS UP TO lOkVA RECEPTACLES REMAINDER 5400 xl.00= 5400 x0.50= OTHER 26850 xl.00 26850 TOTAL DESIGN kVA= 51 TOTAL DESIGN AMPS- 142 MOUNTING 208/120 RECESSED VOLTS PANEL SYMBOLS POWERSYMBOLS NOTES MOTOR OUTLET IZF FUSEDDISCONNECT SWITCH SWITCHXX/XX/XX=AMPSWITCH/POLES/AMPFUSE □F HEAVYDUTYNON-FUSED DISCONNECT SWITCH SWITCHXX/XX=AMPSWITCH/POLES X j COMBINATION MOTOR STARTER St MANUALMOTOR STARTERWITHTHERMAL OVERLOAD n ggLu a 45 kva rr^roy TRANSFORMER T TRANSFORMER cTcD STATIONARY-CIRCUITBREAKER; RATINGAS SHOWN ONPLANS —o^o-n~n SWITCHANDFUSE; RATINGASSHOWNONPLANS MS),(D JUNCTION BOX ——— SURFACEMOUNTED PANELBOARDOR TERMINALCABINET — FLUSHMOUNTED PANELBOARDORTERMINALCABINET SYMBOLS WIRINGDEVICESYMBOLS l=© 20A,125V,DUPLEXRECEPTACLEOUTLET +18” UNLESSNOTED OTHERWISE I fa 20A,125V, DOUBLE DUPLEXRECEPTACLEOUTLET +18” UNLESSNOTED OTHERWISE NO SPECIALPURPOSERECEPTACLEOUTLET,+18” UNLESSNOTED OTHERWISE,NEMA CONFIGURATION ASNOTED ONPLANS h© f DUPLEXOUTLET DEDICATEDFORVENTILATION FANS l=©GFI DUPLEXOUTLET WITHGROUND FAULTINTERRUPTER (D) CEILINGMOUNTED 20A,125V, DUPLEXRECEPTACLEOUTLET @ CEILINGMOUNTED 20A,125V, DOUBLEDUPLEXRECEPTACLEOUTLET 1 SPSTWALLSWITCH,LETTERSINDICATETHENUMBER OFSWITCHESANDOUTLETS THEYCONTROL 1 LOWVOLTAGECONTACT SWITCH 1 DIMMERSWITCH c >os OCCUPANCY LIGHTCONTROL SWITCH; WALLMOUNTED SYMBOLS 150NG E. a 22 DESIGNATIONSYMBOLS COLUMN LINE FEEDERDESIGNATION TAG DETAILREFERENCEBUBBLE -DETAILNUMBER -SHEETBEARINGDETAIL FIXTUREDESIGNATION UPPERCASELETTERINDICATESFIXTURETYPE. LOWERCASELETTERINDICATESSWITCH LEG NUMBERINDICATESCIRCUITNUMBER (WHERE SHOWN). LETTERINDICATESFIXTURESCONTROL (WHERE SHOWN) NUMBER INDICATESCIRCUITNUMBER(WHERE SHOWN) NOTES EXISTING 7b PHASE 4WIRE MAIN MLO 10,000 A.I.C. SYM BUS 100 A VOLT AMPS DESCRIPTION R E C L T G P 0 L E B K R c i R C I R B K R p 0 L E L T G R E C DESCRIPTION VOLT AMPS 0 A OB OC OA OB OC 970 EastRecLtg 4 1 20 1 A 2 20 1 4 WestRecLtg 970 750 (N)DimmedLtg 1 20 3 B 4 20 1 Spare 750 750 (N)DimmedLtg 1 20 5 C 6 20 1 EmergLtg 150 750 (N)DimmedLtg 1 20 7 A 8 20 1 Spare 720 BaseboardHeatRec 4 1 20 9 B 10 20 2 Spare Space 11 C 12 - - - Space 13 A 14 Space Space 15 B 16 Space 1720 1470 750 VA/LINE 970 750 150 0A=2690 0B=2220 0 C= 900 CONTINUOUS LOADS 3650 xl.25= 4563 NON-CONHNUOUS LOADS UP TO 10 kVA_ RECEPTACLES REMAINDER 2160 xl.00 = 2160 x0.50= OTHER xl.00 TOTAL DESIGN kVA= TOTAL DESIGN AMPS= 19 0 PANEL SCHEDULES NTS GENERALNOTES 1. ALLWORK SHOWNISNEW,UNLESSNOTED OTHERWISE. 2. ALLWORK TOBEINACCORDANCE WITHNATIONALELECTRICCODE,2011EDITION. 3. SEALALLCONDUIT PENETRATIONS OFFLOORS ANDFIRERATEDASSEMBLIESTO MAINTAINFIRERATING. 4. PROVIDENEWTYPEWRITTEN DIRECTORIESREFLECTING WORK PERFORMED FORALL NEWPANELBOARDSINTHISPROJECT. 5. PLANSAREPREPARED WITHREQUIRED BRANCHCIRCUITSINDICATEDBYCIRCUIT NUMBERS. PROVIDEANDINSTALLALLCONDUITS,CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS,ETC.FOR ACOMPLETE ANDOPERABLESYSTEM (HOMERUN SHOWN). BRANCHCIRCUITINSTALLATIONSHALLCOMPLYWITH SPECIFICATIONSANDN.E.C. 6 . ALLNEUTRALCONDUCTORS ONPOWER BRANCHCIRCUITING ROUNDHOUSES TO BE#10 AWGUNLESSNOTED OTHERWISE. ABBREVIATIONS NOTES A,AMP AMPERE AC ABOVECOUNTER TOP AIC AMPEREINTERRUPTING CAPACITY AFF ABOVEFINISHEDFLOOR AF FRAMERATINGINAMPERES AS SWITCHRATINGINAMPERES AT TRIPRATINGINAMPERES AWG AMERICANWIREGAUGE C CONDUIT CL CENTERLINE CKT CIRCUIT CLG CEILING DIST DISTRIBUTION (E) EXISTINGTO REMAIN EC EMPTYCONDUIT ELEC ELECTRICAL EM EMERGENCY EMT ELECTRO METALLICTUBING EWC ELECTRICWATERCOOLER EWH ELECTRICWATERHEATER FA FIREALARM GFCI GROUND FAULTCIRCUITINTERRUPTING G,GND GROUND HP HORSEPOWER MECH MECHANICAL MCB MAINCIRCUITBREAKER NC NORMALLY CLOSED NEC NATIONAL ELECTRICCODE NEMA NATIONAL ELECTRICALMANUFACTURER’S ASSOCIATION NO NORMALLY OPEN NTS NOT TOSCALE PB PULLBOX 0,PH PHASE PNL PANEL PVC POLYVINYLCHLORIDE CONDUIT PWR POWER RSC RIGIDSTEELCONDUIT TEL TELEPHONE TYP TYPICAL UON UNLESSOTHERWISE NOTED V VOLT VA VOLTAMPERES W WATT WP WEATHERPROOF XFMR TRANSFORMER SYMBOLS TELECOMMUNICATION COMBINATION (1)PORTTELEPHONE AND(1)PORTDATAOUTLET, +18” UNLESSNOTED OTHERWISE. SHEETLIST E1.1 SYMBOL LIST, SINGLE LINE DIAGRAM & SCHEDULES E2.1 ELECTRICAL PLAN E3.1 SPECIFICATIONS l'C £o cP0<o c?0Ora49009 ozm -o 0A/AL — PROGRESS SET-12.8.17 AW — PRICINGSET-12.15.17 AW — PERMITSET-2.12.18 AW 04/02/18 1/4"=1'-0" ELECTRICAL PLAN LION SQUARE LODGE 201772 E2.1 WILDER ENGINEERING LLC Andrew Wilder PE 1170 Blue Sage Drive Steamboat Springs, CO 80487 P: 970-819-7848 E: andy@wilder-eng.com Issue By Date & Issue Description By Sheet No. Scale: 24x36 Project Name: Project Number: Description: KOHLER ARCHITECTS PO Box 880820 Steamboat Springs, CO 80488 LION SQUARE LODGE Wildwood Room 660 W. Lionshead Place Vail, CO TOV STAMP GENERAL NOTES 1. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED. 2. ALL EQUIPMENT SHOWN IS CONNECTED TO PANEL ’7’, UON. 3. FIRE ALARM CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEW AND EXISTING DEVICES. 4. PROVIDE TYPEWRITTEN DIRECTORIES REFLECTING ALL NEW WORK PERFORMED IN THIS PROJECT. 5. ALL WIRE SHALL BE #12 AWG MIN., 90 DEG. ”C” 2# 12 AWG & #12 GND, UNLESS OTHERWISE NOTED. 6. VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS IN THE FIELD. 7. ALL FIXTURES CIRCUITED WITH ’EM’ ARE TO BE PROVIDED WITH AN INTERNAL BATTERY FOR EGRESS LIGHTING. VERIFY IN THE FIELD THAT AN UNSWITCHED HOT FEEDS THE EMERGERNCY FIXTURE FOR PROPER OPERATION. 8. PROVIDE POWER PACKS AS NEEDED FOR ALL OCCUPANCY SENSORS. 9. PROVIDE LABELING AT ALL LIGHT SWITCHES FOR LOAD SERVED. 10. REMOVE ALL CONDUCTORS, DEVICES AND CONDUIT RENDERED UNUSED BY THIS PROJECT. SHEET NOTES 0 PANELS SERVING CONFERENCE ROOMS ARE LOCATED IN CLOSET ACROSS THE HALLWAY FROM MAIN SOUTH ENTRANCE. EM NX)E EM (E)<^> LV—4 (E) * 0 OFA 3a OFA 3a (E)l)A( OFA 3a = 0 0 (E)AA(E) o 5a OFA 5a (E)(0) A(E) (E)^~ (E)©=* <§> TRENCH REQUIRED TO NEW RECESSED FLOOR OUTLET. VERIFY WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF EACH DEVICE. LIGHTING CONTROL DEVICE SHOWN IS PART OF THE LEGRAND WATTSTOPPER LIGHTING CONTROL SYSTEM. SEE ATTACHED PDF FILES FOR PRICING PURPOSES. <§>LOCATION TO BE DETERMINED FOR DIMMING PANEL PROCESSOR. <$y RE-ROUTE EXISTING LIGHTING CIRCUITS THROUGH DIMMING PANEL FOR PROPER OPERATION. TYPICAL OF ALL FIXTURES. SYMBOLS LIGHTINGCONTROLSYMBOLS © DUAL TECHNOLOGY CEILING OCCUPANCY SENSOR © POWER PACK LV—4 ARCHITECTURAL LOW VOLTAGE SWITCH, 4-BUTTON T—41 EQUINOX TOUCHPAD |T-73| EQUINOX 7 TOUCHPAD I'C-LTt VANTAGE LITE PROCESSOR l VS l VANTAGE PLENUM RATED COMMUNICATION BUS ADD/ALTERNATE BIDDING NOTES <A> EXISTING EXIT SIGNS TO BE REMOVED AND REPU\CED WITH FIXTURE SHOWN ON FIXTURE SCHEDULE. EXISTING EGRESS FIXTURES TO BE REMOVED AND REPU\CED WITH FIXTURE SHOWN ON FIXTURE SCHEDULE. <C> DIMMING SYSTEM TO BE PRICED AGAINST WALL SWITCH DIMMING IN EACH PARTITIONED ROOM. OCCUPANCY SENSORS TO REMAIN, ASSUME (4) SWITCHES PER PARTITIONED ROOM. LIGHTINGFIXTURESCHEDULE SYMBOL ITEM TYPE SIZE LAMPS FIXTURE VOLTAGE INPUT WATTS CATALOG NUMBER ALTERNATE CATALOG NUMBERTYPE COLOR O FA RECESSED LED DOWN LIGHT 3” LED 3000K 120 21 ALPHABET LIGHTING NU3-RD-BI0S-11LM-30K-85-HE60-120 -DIM10Z-RET-WH-WH APPROVED EQUAL - CONTRACTOR TO SUBMIT ANY SUBSTITUTION TO DESIGN TEAM FOR APPROVAL h3 FB WALL MOUNTED SCONCE 7.0”x3.5” LED 3000K 120 13 HAMMERTON STUDIO CSB0032-0C-XX-XX-E2 APPROVED EQUAL - CONTRACTOR TO SUBMIT ANY SUBSTITUTION TO DESIGN TEAM FOR APPROVAL 0 FC CHANDELIER 30” LED 3000K 120 45 VARALUZ 175P05-NEW BRONZE APPROVED EQUAL - CONTRACTOR TO SUBMIT ANY SUBSTITUTION TO DESIGN TEAM FOR APPROVAL <o FD RECESSED LED WALLWASHER 3” LED 3000K 120 21 ALPHABET LIGHTING NU3-BI0S-11LM-30K-85-WW-120-DIM10Z -RET-WH-WH APPROVED EQUAL - CONTRACTOR TO SUBMIT ANY SUBSTITUTION TO DESIGN TEAM FOR APPROVAL X1 EXIT SIGN 7”x14” LED NA 120 3 DUAL LITE LIGHTING LE-C-S-G-X-N-E APPROVED EQUAL - CONTRACTOR TO SUBMIT ANY SUBSTITUTION TO DESIGN TEAM FOR APPROVAL X2 EMERGENCY EGRESS FIXTURE 8”x12” LED NA 120 2.3 DUAL LITE LIGHTING EV-2-B APPROVED EQUAL - CONTRACTOR TO SUBMIT ANY SUBSTITUTION TO DESIGN TEAM FOR APPROVAL SCHEDULE NOTES LIGHTING FIXTURE NOTES 1. ALL LAMPS SHALL BE PROVIDED BY THE CONTRACTOR. 2. CONTRACTOR TO SUBMIT FIXTURE 0PES TO OWNER AND ENGINEER PRIOR TO PURCHASE AND INSTALU\TION. PROVIDE FIXTURE WITH LED LAMP, 3000K. 0 LIGHTING FIXTURE SCHEDULE TV- (E)‘^ (E)l^ (E) 4=0 3bKO FB OFA OFA OFA 3a 3a 3a PP os os OFA OFA O FA O FA 3c 3c 3c 3c FC FC 3d 3d OFA OFA O FA O FA 3c 3c 3c 3c OFA OFA OFA OFA 3c 3c 3c 3cFC FC 3d 3d OFA OFA OFA OFA 3c 3c 3c 3c os OFA OFA 3c 3c FC 3d (E)E±H<S>E OFA OFA <S> 3b 3c 3cKJ U FB FA eV/3 » (E)EM T 4—m 3 3 os OFA OFA 3c 3c FC 3d OFA OFA <S> 3c 3c OFA 3a OFA 3a (E) 40 2 X1 OFA 7c<0 FD 7a OFA 7c O FA 7c (E) TV <o 7a FD OFA 7c FD OFA 7c (E) 40 <o 7a <o™7a OFA 7c O FA <§> s O FA 7c (TYP.) <o 7a FD ief- (E) EM Z 1 OFA 5a OFA 5a OFA 5a EM HD 5 X1 os osPP O FA O FA OFA OFA 5c 5c 5c 5c FC FC 5d 5d O FA O FA OFA OFA 5c 5c 5c 5c 5b (0 FB (E)©=* OFA OFA OFA OFA 5c 5c 5c 5cFC FC 5d 5d OFA OFA OFA OFA 5c 5c 5c 5c os OFA OFA 5c 5c FC 5d OFA OFA <S> 5c 5c os OFA OFA 5c 5c FC 5d OFA OFA <2 > 5c 5c (E)0 > (E)^~ OFA 5a OFA 5a 5a OFA (E)0=p 5b O FB Li 5 § X 1 |T-73|<3> <3>EvE OFA OFA OFA 7b 7b 7b ofY (E) 0 ELECTRICAL PLAN 1 /4”=1 ’—0” OFA 7c O FA 7c (E)©=3 (E)^~ OFA 7c O FA 7c (E)©=* 7c OFA o 7c 7c 3 ^ LV—4 E EM (E)PANEL 7b <\T)> 0 IEE3 I VS I (E)PANEL 7 e *>0 cP0.<o <6 4Oro49009 om-o dP A00 o n al — PROGRESS SET - 12.8.17 AW — PRICING SET - 12.15.17 AW — PERMIT SET - 2.12.18 AW NTS 04/02/18 SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS 1) PART 1 GENERAL a) POWER AND CONTROL WIRING i) Provide power system conduit and wiring to mechanical equipment. Controls system conduit and wiring for mechanical systems is included under Division 15. “Power” wiring includes line voltage wiring from distribution apparatus to disconnecting means provided or installed under this section, and from such disconnecting means to motors, and to terminal boxes of 'package' equipment. “Controls” wiring includes wiring, regardless of voltage, which provides start-stop control for mechanical equipment and/or which is used to monitor functions of mechanical systems. Where line voltage wiring is extended from a local disconnecting means to relays, thermostats, by-pass timers, starter coils or the like, or from mechanical control panels or motor control centers to control devices, such extensions are considered “control” wiring. b) MOUNTING HEIGHTS i) Mounting heights and locations: verify the exact location of equipment with architect prior to installation. Wall mounted devices requiring operational access shall be mounted a minimum of 15 inches above finished floor to bottom of device and a maximum of 48 inches above finished floor to top of device. Visual alarms shall be mounted not less than 80 inches to the bottom or 96 inches to the top of the device. c) REGULATORY REQUIREMENTS i) Conform to: (1) NFPA-70 - National Electric Code. ii) Comply with the current applicable codes, ordinances, and regulations of the authority or authorities having jurisdiction, the Owner's insurance underwriter, and applicable base building standards. iii)When conflict exists between two or more governing codes, comply with the stricter requirement. iv)Obtain permits, and request inspections from authority having jurisdiction. d)PROJECT/SITE CONDITIONS i) Install Work in locations shown on Drawings, unless prevented by Project conditions. Coordinate installation of work in available space with work furnished under other Divisions. 2)PRODUCTS a) Where manufacturer's model or series numbers are specified or shown, these indicate generally acceptable types required. Furnish products which comply with all requirements, as specified or shown. b) When more than one unit of the same class of equipment is required, provide units produced by a single manufacturer. 3) TESTS a) Furnish test equipment, facilities, and technical personnel required to perform field tests. b) At completion of job, check voltage at several points of utilization on the system. Energize all loads installed. 4) CLEANING a) Clean all fixtures and equipment at the completion of the project. Wipe clean exposed lighting fixture reflectors and trim pieces with a non-abrasive cloth just prior to occupancy. 5)RECORD DRAWINGS a) Upon completion of the Work, deliver to Architect and up-to-date set of “as-built” record drawings on a reproducible medium including AutoCAD. 6)DEMOLITION a) Remove, relocate, and reroute existing electrical equipment to facilitate new construction or remodeling work. b) Examine the site to observe and note existing conditions prior to submitting a bid. c) Schedule demolition in advance. Schedule work to avoid disruption of normal operations. d)Reconnect circuits serving equipment required to remain in service to other panelboards, motor control centers, or other appropriate distribution equipment. Provide additional panelboards, motor control centers, or other appropriate distribution equipment where there is insufficient available capacity in remaining existing equipment for reconnection. e)Remove existing conduit and wire back to panelboard, motor control center, or other distribution source. f) Where a circuit is interrupted by removal of a device or fixture from that circuit, provide additional conduit and wire to restore service to the remaining devices and fixtures on that circuit. g) Electrical equipment to be removed that is in good working order shall be carefully removed and offered to the Owner. Items rejected by the Owner shall be removed from the project site and properly disposed of. SECTION 16100 - BASIC MATERIALS AND METHODS 1) PART 1 GENERAL a) REFERENCES i) All equipment and installations shall meet or exceed minimum requirements of ADA, ANSI, ASTM, IEEE, IES, NEC, NEMA, NETA, NFPA, OSHA, SMACNA, UL, and the State Fire Marshal. Equipment shall be certified for use in the State of the project and shall meet the State energy code. Provide products and materials that are new, clean, free of defects, and free of damage and corrosion. b) PERFORMANCE REQUIREMENTS i) Provide support system for equipment and conduit, including wiring, with a minimum safety factor of 4. For empty conduits, include weight of 4 type XHHW wires of maximum permissible size. c) QUALITY ASSURANCE i) All equipment and installations shall meet or exceed minimum requirements of ADA, ANSI, ASTM, IEEE, IES, NEC, NEMA, NETA, NFPA, OSHA, SMACNA, UL, and the State Fire Marshal. Equipment shall be certified for use in the State of the project and shall meet the State energy code. Provide products and materials that are new, clean, free of defects, and free of damage and corrosion. 2)PART 2 PRODUCTS a) CONDUIT i) General (1) Exposed Dry and Damp Locations: (a)Use electrical metallic tubing. (2) Concealed Locations: (a)Furred, Ceiling Spaces and Stud Walls: Use electrical metallic tubing. (b) Connections to Lighting Fixtures in Accessible Ceilings: Use flexible conduit. (3) Equipment Connections: (a)Connections to Liquid-Handling Equipment in Dry Locations: Use liquid-tight flexible conduit. (4) Equipment for Dry Systems in Dry Locations: Use flexible conduit. ii) Electrical Metallic Tubing: (1) Continuous, seamless steel tubing, galvanized or sherardized on exterior, coated on interior with smooth hard finish of lacquer, varnish or enamel, with steel, set screw or compression type fittings. Provide concrete type fittings where required. (2) Use for general purpose feeders and branch circuits. iii)Flexible Steel Conduit: (1) Single strip, continuous, flexible interlocked double-wrapped steel, hot dip galvanized inside and out forming smooth internal wiring channel, with steel, compression type fittings. (2) Use in dry locations only, connections to lighting fixtures in suspended ceilings, connections to equipment installed above suspended ceilings, transformer connections, busway plug in units, and connections to equipment where vibration isolation is required, maximum length of 6 feet. iv)Liquid Tight Flexible Steel Conduit: (1) Same as flexible steel conduit except with tough, inert, watertight plastic outer jacket. Fittings shall be cast malleable iron body and gland nut, cadmium plated with one-piece brass grounding bushings threaded to interior of conduit. Spiral molded vinyl sealing ring between gland nut and bushing and nylon insulated throat. (2) Use same as flexible steel conduit in damp or wet locations and at motor connections. b) BUILDING WIRE AND CABLE i) Provide wire with a minimum insulating rating of 600 volts, except for wire used in low voltage (below 50 volts) control or signal systems. The use of teflon (multi-conductor) for low tension systems may be permitted for fire alarm, signal and communication systems (voice and data) as approved on shop drawings by engineers and where permitted by local codes and union practice. ii) Conductors (1) Electrical grade, annealed copper, and fabricated in accordance with ASTM standards. Minimum size number 12 AWG for branch circuits; number 14 AWG for control wiring. (2) Unless otherwise specified, all wires numbers 10 and smaller shall be solid. (3) All wires number 8 and larger shall be stranded in accordance with ASTM Class B stranding designations. (4) Control wires shall be stranded in accordance with ASTM Class B stranding designations. (5) Cables for low tension systems shall be multi-conductor, 16 gauge, color coded and insulated in armored cable assembly, with number of conductors as required. (6) All 600 volt wire and cables unless otherwise specified shall be single conductor suitable for use in wet and dry and locations. iii)Connectors (1) Make connections, splices, taps and joints with solderless devices, mechanically and electrically secure. Protect exposed wires and connecting devices with electrical tape or insulation to provide insulation values not less than on conductor. iv)Cables (No. 8 and Larger): (1) Use set screw or compression type connectors, taps and splices specifically designed for the particular connection. Insulate splice either by taping or by use of "Bakelite" covers designed to fit around splice. v) Branch Circuit Wires (Number 10 and Smaller): Use any of the following types of terminals and connecting devices: (1) Hand Applied: Coiled, tapered, spring wound devices with a conducting corrosion-resistant coating over the spring steel and a plastic cover and skirt providing full insulation for splice and wired ends. Screw connector on by hand. (2) Tool Applied: Steel cap, with conduction and corrosion resistant metallic plating, open at both ends, fitted around the twisted ends of the wire and compressed or crimped by means of a special die designed for the purpose. Specifically fitted plastic or rubber insulating cover wrap over each connector. c) BOXES i) Pressed steel, galvanized or cadmium-plated, 4 inches minimum octagonal or square with galvanized cover or extension ring as required. ii) Back-to-back outlets in the same wall, or “through-wall” type boxes are not permitted. Provide 12 inch minimum spacing for outlets shown on opposite sides of a common wall. Provide acoustical potting compound on all outlet boxes. d) WIRING DEVICES i) Switches and Receptacles: Arrow Hart, Hubbell, Leviton, Pass & Seymour, or Slater. ii) Wall Dimmers: Lutron. iii)Occupancy Sensors: Mytech, Novitas, or Watt Stopper. iv)Floor Boxes and Fittings: (1) Poke through type: Wiremold Legrand. (2) Recessed flush floor box type: Steel City or Wiremold Legrand. v) Plugstrip: Wiremold. vi)Device and cover plate colors shall be as selected by Architect. e) SUPPORTS i) Support raceways on accepted types of wall brackets, specialty steel clips, or hangers, ceiling trapeze hangers, or malleable iron straps. Plumber's perforated straps are not permitted. Acceptable manufacturers' brackets or hangers are Kindorf, Elcan, Binkley, Multi-Frame, Power-Strut, or Unistrut. Do not suspend raceways or equipment from other raceways, steam, water, or other piping or ductwork, except as otherwise permitted. Provide independent and secure support methods. f) PANELBOARDS i) Acceptable Manufacturers: Cutler-Hammer/Westinghouse, General Electric, Siemens, or Square D/Groupe Schneider. ii) AIC Rating: Branch panelboards and overcurrent protection devices shall have a minimum short circuit rating of 10,000 RMS symmetrical amperes minimum interrupting capacity (120/208V) or 14,000 RMS symmetrical amperes minimum interrupting capacity (277/480V). iii)AIC Rating: Distribution panelboards and overcurrent protection devices shall have a minimum short circuit rating of 42,000 RMS symmetrical amperes minimum interrupting capacity (120/208V) or 200,000 RMS symmetrical amperes minimum interrupting capacity (277/480V). iv)Enclosures: Corrosion resistant galvanized (zinc finished) sheet steel. Fronts shall be cold rolled steel, finish coated with ANSI 61 grey enamel over a rust inhibitor. Panel locks shall be keyed alike. v) Doors: One piece bolt on front with a lockable hinged door over the overcurrent protection devices. vi)Bus Bars: Silver plated aluminum or copper. Neutral bus shall be full size. Neutral bus shall be 200% rated when supplied from a double neutral feeder. Provide an equipment ground bus in each panelboard. In addition to the equipment ground bus, provide an isolated ground bus when supplied from a feeder which includes an isolated grounding conductor. vii) Overcurrent Protection Devices: Molded case circuit breakers for branch panelboards and 120/208V rated distribution panels, and fusible switch units for 277/480V rated distribution panels. g) MOTOR STARTERS i) Acceptable Manufacturers: Eaton/Cutler-Hammer, General Electric, Siemens, or Square D/Groupe Schneider. ii) Manual Motor Starters iii)Fractional Horsepower Manual Starter: General-purpose, Class A, manually operated, full-voltage controller for fractional horsepower induction motors, with thermal overload unit, and toggle operator. iv)Voltage, Rating and Thermal Element: As required by motor controller. v) Enclosure: NEMA ICS 6; Type 1. h) PULL LINE i) 1/8 inch diameter braided yellow polypropylene. 3)PART 3 EXECUTION a) INSTALLATION i) Conduit (1) Install conduit in accordance with NECA “Standard of Installation”. (2) Do not combine individual homeruns into common conduit. (3) Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports. (4) Arrange conduit to maintain headroom and present neat appearance. (5) Use conduit hubs to fasten conduit to cast boxes. (6) Provide insulated equipment ground conductor in flexible conduit. (7) Install conduit to preserve fire resistance rating of partitions and other elements. (8) Do not attach conduit to ceiling support wires. ii) Building Wire and Cable (1) Use conductor not smaller than 12 AWG for power and lighting circuits. (2) Neatly train and lace wiring inside boxes, equipment, and panelboards. (3) Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible temperature rise. (4) Use hardened and tempered steel, tin-plated or stainless steel Belleville washer with slightly larger tin-plated mild steel flat washer for aluminum lugs. (5) Use insulated spring wire connectors with plastic caps for copper conductor splices and taps, 8 AWG and smaller. iii)Boxes (1) Install electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections and compliance with regulatory requirements. (2) Install electrical boxes to maintain headroom and to present neat mechanical appearance. (3) Install boxes to preserve fire resistance rating of partitions and other elements; arrange boxes to meet regulatory requirements. (4) Align adjacent wall-mounted outlet boxes for switches, thermostats, and similar devices to each other. (5) Do not use through-walls boxes or install flush mounting boxes back-to-back in walls; provide minimum 6 inch separation. Provide minimum24 inches separation in acoustic rated walls. (6) Use stamped steel bridges in bar hanger assemblies to fasten flush mounting outlet box between studs. (7) Use adjustable steel channel fasteners for hung ceiling outlet box. (8) Do not fasten boxes to ceiling support wires. (9) Support steel metal boxes independently of conduit. (10) Use gang box where more than one device is mounted together, including floor boxes. Do not use sectional box. (11) Plaster Rings: Use for all concealed work; depth of rings as required to reach finished surfaces. (12) Coordinate trimming of openings for outlet boxes in partitions to achieve neat, closely-fitting openings. (13) Install knockout closure in unused box opening. iv)Wiring Devices (1) Install devices plumb, level, and rigidly in place. (2) Install switches 2 inches to 8 inches from trim on the strike side. (3) Install decorative plates on switch, receptacle, and blank outlets in finished areas. Use multi-gang plates for multiple devices. (4) Connect wiring devices by wrapping conductor around screw terminal. v) Supporting Devices (1) Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure using expansion anchors, beam clamps, steel ramset fasteners. (2) Use toggle bolts or hollow wall fasteners in plaster or gypsum board partitions and walls; sheet metal screws or spring steel bar retainer clips in sheet metal studs. (3) Do not fasten supports to piping, ductwork, mechanical equipment, or conduit. (4) Do not use powder-actuated anchors without specific permission. (5) Do not drill structural steel members without specific permission. (6) Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under nuts. vi)Electrical Identification (1) Provide wire markers on each conductor in panelboard gutters, pull boxes, and at load connection. Identify with branch circuit for power and lighting circuits, and with control wire number as indicated on equipment manufacturer's shop drawings for control wiring. If more than one neutral conductor is present, mark each with related circuit numbers. (2) Color code all secondary branch circuit and feeder conductors as follows: (a)Four Wire, Three Phase, Grounded Wye System: For 120/208 volt systems, use one black, one red, one blue, one white (neutral). For 277/480 volt systems, use one brown, one orange, one yellow and one gray (neutral). (3) Use wire with insulation of required color. For sizes of wire, which may not be available in specified colors use self-adhesive wrap around, markers of solid colors to color code conductors. (4) Color code conductors at accessible locations. (5) Pull Rope Marking: Affix label identifying termination point at each end of pull rope. vii) Disconnect Switches (1) Install disconnect switches shown mounted on walls at +4'-6” to centerline of switch. (2) Install disconnect switches shown on or adjacent to equipment on field fabricated galvanized steel frames. viii) Panelboards (1) Provide filler plates for unused spaces in panelboards. (2) Provide typed circuit directory in plastic holder for each branch circuit panelboard. ix)Motor Starters (1) Install motor control equipment in accordance with manufacturer's instructions. (2) Select and install heater elements in motor starters to match installed motor characteristics. x) Pull Line: Provide in each empty conduit except sleeves and nipples; leave 8 inches of slack at each outlet. xi)Firestopping: Provide firestopping around all pipes, conduits, sleeves, etc., which pass through rated walls, partitions and floors. END OF SECTION WILDER ENGINEERING LLC Andrew Wilder PE 1170 Blue Sage Drive Steamboat Springs, CO 80487 P: 970-819-7848 E: andy@wilder-eng.com Issue By Date & Issue Description By Sheet No. Scale: 24x36 Project Name: Project Number: Description: KOHLER ARCHITECTS PO Box 880820 Steamboat Springs, CO 80488 LION SQUARE LODGE Wildwood Room 660 W. Lionshead Place Vail, CO TOV STAMP NTS SPECIFICATIONS LION SQUARE LODGE 201772 E3.1 *M>o e'pcP -P<o OrQ 49009 om<£-o N* t*S O/VAL — PROGRESSSET -12.8.17 AW — PRICING SET -12.15.17 AW — PERMIT SET -2.12.18 AW 04/02/18