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Home My WebLink AboutVail Das Schone Filing 3 Lot 2B Mc Donalds Remodel HVAC.PDF ROYB/ L ............................... WORK NOTES : ASSOCLATES 1� REMOVE EXISTING COORS, FRAMES AND ASSOCIATED HARDWARE ARCHITECTURE / PLANNING ❑ 2 REMOVE EXISTING COORS, FRAMES, AND ASSOCIATED A PROFESSIONAL CORPORATION HARDWARE REMOVE EXISTING WALL BELOW WINDOW EXISTING CONCRETE STAIRS TO EXISTING FLOOR SLAB PATCH & REPAIR FOR NEW TILE FLOORINC 2839 WYANDOT STREET TO BASEMENT LEVEL REMOVE EXISITNG PARITION WALLS DENVER, COLORADO 80211 � — — 303-455-1247 � -1 I �4 REMOVE EXISTING CERAMIC TILE FLOORS, EXISTING DOOR — — — — — PATCH & REPAIR EKISTING SUBFLOOR TO TO REMAIN I PROVIDE ACCEPT ABLE SURFACE FOR LAYING NEW s — — I PLUMBING ROUGH-PLUMBING S, TOILETI ACCESSORIES c 6 AND TOILET PARTITIONS IN THEIR ENTIRETY 5 c 0 I I PATCH AND REPAIR CONCRETE FLOOR SURFACE ® g r 4 TO ACCOMODATE NEW CERAMIC TILE REMOVE EXISTING WALL TILE PATCH AND REPAIR c a 9 I - \ — 3 1 o _� I o II \ EXISTING SURFACE FOR NEW WALL TILE o Q / I I I OVERHANG A30VE TO ABOVE TO REMAIN o m - - _ Vl C J I a ROOF a 00 /I �8 EXISITNG MASONRY WALL TO REMAIN. m N E 0 1 3 I �9 EXISITNG WALLS TC REMAIN. V � 1 U 10 EXISTING CUSTOMER SERVICE COUNTER TO REMAIN 2 I I I I 11 REMOVE EXISTING CONCRETE SLAB AND EXISTING WOOD H �--�3 DECKING AS REQUIRED TO ACCOMODATE NEW CONSTRUTION 3 5 4 REMOVE EXISTING CONCRETE FOOTING -16 I N � JI I I 13 REMOVE EXISTING FACIA AND TILE ALONG EXISTING Fr `- ROOF LINE WHERE SHOWN IN ORDER TO PROVIDE NEW o ROOF EXTENSION STRUCTURAL MEMBERS AND NEW ROOF 7 I AND WOOD FACIA I V I 9 9 ow GENERAL DEMOLITION NOTES : 0E EXISTING CONCRETE - E o KITCHEN EXISTING MECHANICAL I SIDEWALK 1 ) THE GENERAL CONTRACTOR SHALL FIELD VERIFY SHAFT TO REMAIN c � — — — — — — — _ — — — — — I ALL DIMENSIONS, CONDITIONS AND ELEVATIONS SHOWN, WITH PAR7ICULAR ATTENTION TO WORK m a RELATING TO EXISTING CONDITIONS THAT WILL EXISTING CURB BE EXPOSED AFTER DEMOLITION OPERATIONS THE AND GUTTER CONTRACTOR SHALL NOTIFY THE ARCHITECT IF 8 I DIFFERENT CONDITONS EXIST, SO DETAILS MAY BE MODIFIED IF NECESSARY �w 9 I 2 ) THE GENERAL CONTRACTOR SHALL PATCH, REPAIR FILL, FEATHER ANC CLEAN ALL FLOOR SURFACES 8 I AS REQUIRED TO PROVIDE ACCEPTABLE SUBSTRATE CONDITIONS FOR NEW FLOORING THE PATCHING DINII4G AREA DASHED LINE INDICATES AND FINISHING OF VOIDS RESULTING FROM MECHANICAL EXISTING ROOF OVERHANG DUCTWORK AND PLUMBING ROUGH-IN REMOVALS SHALL BE INCLUDED IN T-IIS WORK 3 ) THE GENERAL CONTRACTOR SHALL PATCH, REPAIR, REMODEL: STORE 4264 EXISTING SERVICE I REPLACE AND/OR =1NISH ALL DAMAGE AREAS OR WINDOW TO REMAIN 10 EXISTING GYPSUM BOARD TO REMAIN EXPOSED FINISH 2171 N. FRONTAGE RD. SHALL MATCH EXISTING ADJACENT SURFACES VAIL, COLORADO 4 ) THE GENERAL CONTRACTOR SHALL PATCH, REPAIR, REPLACE AND/OR FINISH ALL DAMAGE AREAS OR ELEMENTS AFTER EXISTING METAL FRAME WINDOWS -- - - - - - - - - - - - - - - - - -- - - - - - ARE REMOVED FINISH OF ELEMENTS SHALL MATCH ADJACENT EXISITING \ WALL CONSTRUCTIDN DIMENSIONS ARE TO FACE OF OF cots I / STUD FOR ALL INTERIOR WALLS. I itlf �O I I CUSTOMER SERVICE AREA PATCH AND REPAIR EXISTING I I MICHA YNE MASONRY JAMES AND HEAD ROYBAL WHERE EXISTING WINDOWS ARE 8-159 ti ' I REMOVED, TYPICAL I tisEO ARCS I 8 1 8 2 ISSUE RECORD A2 I L- I — — — — — — — — — — — — — — — - - — — — — — DRAWN CHECKED M W R 13 13 I PROJECT NO 891 I DATE 1 SEPTEMBER 1989 \ SHEET TITLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING AND EXISTING WOOD DECK TO REMAIN DEMOLITION ti P EXISTING CONDITIONS/DEMOLITION PLAN . SHEET NUMBER Al , SCALE 1/4'' = 1 '0'' 1 f f a E i nD lLc��= � D D D D Po VBf�L O ASSOCIATES ARCHITECTURE / PLANNING A PROFESSIONAL CORPORATION 2839 WYANDOT STREET McDonald s Corporation Inc . DENVER, COLORADO 80211 303-455-1247 f A D � Do 0 0 v 0 0 0 ® c � J o U 2 N 0 D O a 0 0 0 00 E o INDEX OF DRAWINGS ABBREVIATIONS SYMBOLS y 0 N O C R.B. ANCHOR BOLT FRM. FRAME PREFAB. PREFABRICATED DRAWING NUMBER o RCOUST. ACOUSTIC(AL) F.S. FULL SIZE P.T.D. PAPER TOWEL DISPENSER VE—STI—� ROOM NAME ri L- A.D. DRAWING TITLE ARCHITECTURAL A.C. AIR CONDITIONING FT. FOOT OR FEET P T D.R. COMBINATION PAPER TOWELI �� I ROOM NUMBER AREA DRAIN FTG. FOOTING DISPENSER AND RECEPTACLE ADJ. ADJACENT FURR. FURRING PART. PARTITION ROOM I.D. MARK A2. 1 1/g" SCALE P I D COVER AND TITLE SHEET A.F.F. ABOVE FINISHED FLOOR AGG AGGREGATE GA. GAUGE O.T. QUARRY TILE a REF: —REFERENCE TO OTHER DRAWING Al EXISTING/DEMOLITION PLAN — ALUM. ALUMINUM GALV. GALVANIZED 127 SHEET NUMBER a ALT. ALTERNATE G B. GRAB BAR R. RISER DOOR MARK N L ANGLE G.C. GENERAL CONTRACTOR (R) REMOVE DRAWING TITLE MARK A 2 PARTIAL PLANS AND E L EVAT I 0 N S ° u APPROX. APPROXIMATE G.F.R.P. GLASS FIBER REINF. PLASTER REV. RADIUS ZL A3 PARTIAL PLANS AND DETAILS ARCH. RRCHITECT(URRL) GL. GLASS REV. REVERSE(D) REVISION MARK r —1 0 0 ASB. ASBESTOS GND. GROUND R.B. RyBBER BASE 0 c RSPH. ASPHALT GAD. GRADE A.D. ROOF DRAIN I I EQUIPMENT TO BE REMOVED A4 GENERAL NOTES E TOC. G.S./ GALVANIZED STEEL RE: REFERENCE) BET. BETWEEN GALV. STL. REQO REQUIRED EL=1 00 —0 HT. ELEVATION DATUM MARK L— —j 0 c.. BD. BOARD G.M./ GALVANIZED METAL REINF. REINFORCING BITUM. BITUMINOUS GALV. MTL. RFG. ROOFING O JUNCTION BOX BLDG. BUILDING G.W.B./ GYPSUM WALL BOARD RM. ROOM 531 1 STRUCTURAL �a BLKG. BLOCKING GYP. BD. R.O. ROUGH OPENING c B.M. BENCHMARK GYP. GYPSUM R.O.W. RIGHT OF WRY EXISTING SPOT ELEVATION DATUM MARK t,a B.D. BOTTOM OF S 1 STRUCTURAL PLANS , S ECTI 0 N AND DETAILS SOT. BOTTOM H. & S. HARDEN & SEAL (S) SEALANT 4j�j DUPLEX RECEPTACLE d E BAG. BEARING H B. HOSE BIB S.R.C. SUSPENDED ACOUSTICAL CEILING u SM. BERM H.C. HOLLOW CORE S.C. SOLID CORE FINISH SPOT ELEVATION DATUM MARK u HOBO HARDBOARD SCHED. SCHEDULE CAB. CABINET HOR. HANDRAIL SO. SOAP DISPENSER 20 DRAWING NUMBER 2'X4' FLOURESCENT FIXTURE PLUMBING (C) CAULK HOWR HARDWARE SECT. SECTION C.C. CENTER TO CENTER H.M. HOLLOW METAL S F. SQUARE FEET OR FOOT A3 SHEET NUMBER F!. CENTERLINE HORIZ. HORIZONTAL S.G B P. SUSPENDED GYPSUM BOARD PANELS DETAIL MARK O P 1 PLUMBING FLOOR PLAN THERMOSTAT C.H.U. CONCRETE BLOCK H.P. HIGH POINT SH SHELF C.I. CAST IRON HT. HEIGHT SHT. SHEET C.I.P. CAST IN PLACE HTR. HEATER SHT. MTL. SHEET METAL REMODEL. STORE #4264 C.J. CONTROL JOINT HR. HOUR SIM. SIMILAR r2-�NV—DRAWING NUMBER CLG. CEILING S.N.D. SANITARY NAPKIN DISPENSER A6. 1 SHEET NUMBER UH UNIT HEATER ELECTRICAL CLO. CLOSET 10. INSIDE DIAMETER S N.R SANITARY NAPKIN RECEPTACLE 2171 N• FRONTAGE R D. CLR. CLEAR I.E. INVERT ELEVATION SPEC SPECIFICATION WALL SECTION MARK VAIL, COLORADO CNTR. COUNTER IN. INCH. SQ. SQUARE COL. COLUMN INSUL. INSULATION S/S SERVICE SINK El ELECTRICAL FLOOR PLAN CONC. CONCRETE INT. INTERIOR S.STL. STAINLESS STEEL EXHAUST FAN CONN. CONNECTION STA. STATION 1 DRAWING NUMBER CONT. CONTINUOUS JAN. JANITOR STD. STANDARD CONSTR. CONSTRUCTION JST. JOIST STL. STEEL A5 1 SHEET NUMBER CORR. CORRIDOR JT. JOINT STOR. STORAGE H HEAT DETECTOR C CAS. COURSE STRUCT. STRUCTURAL BUILDING SECTION MARK Town of vela Community pfr 0�0� CPT. CARPET KIT. KITCHEN SUSP. SUSPENDED) Development C.T. CERAMIC TILE SYM. SYMMETRICAL CO O CTR. CENTER LAM. LAMINRTE(0) SYS. SYSTEM $ SINGLE POLE SWITCH �o e. ��o�,�-� �i �� °w Plan Build Healt Fire C CHANNEL LAV. LAVATORY LKR. LOCKER T. TREAD � � � �� Approved ❑ ❑ M{CHR YBAL YNE D.R. DOUBLE ACTING L.P. LOW POINT T. & B. TOP & BOTTOM 1 A10. SHEET NUMBER OY� Pcr� •� 3. OBL. DOUBLE L L. LIVE LORD T S. TOWEL BAR Denied Cl ❑ ❑ < 8-1591 i DEG. DEGREE LT. LIGHT T.C. TOP OF CURB 13 ELEVATION NUMBER O.F.T DRINKING EFOUNTAIN L.W.CONC. LIGHT WEIGHT CONCRETE TEL.G TELEPHONE ELEVATION ELEVATION DRAWING MARK DIA./p DIAMETER MGR. MANAGER THK. THICKNESS MULTIPLE VIEW Sec Validity of Permit 303 (c) 1982 U B C DIM. DIMENSION HAS. MASONRY T 0. TOP OF ON. DOWN MATL. MATERIAL T.O.B. TOP OF BERM The issuance or granting of a permit or approval of plans and DAMPPRF. OAMPPROOFING MAX. MAXIMUM T.O.C. TOP OF CONCRETE 1 ELEVATION NUMBER specifications shall not be construed to be a permit for, or an ISSUE RECORD DS. DOWNSPOUT MECH. MECHANICAL T.O.F. TOP OF FOOTING A4 1 SHEET NUMBER approval of, any violation of any of the provisions of this code DTL. DETAIL MEMB MEMBRANE T.O.FDN. TOP OF FOUNDRTION or of any other ordinance of the lurisdication The issuance of DWG. DRAWING MTL. METAL T.O.J. TOP OF JOIST N ELEVATION DRAWING MARK a permit based upon plans, specificaticns and other data shall MFR. MANUFACTURER T.O.M. TOP OF MASONRY SINGLE VIEW not prevent the building official from thereafter requiring tr)a (E) EXISTING MIN. MINIMUM T.O.P. TOP OF PAVEMENT Correction of errors in said plans, specifications and otll,,r } EXIST. EXISTING MIA. MIRROR T.O.S. TOP OF STEEL data EA. EACH MISC. MISCELLANEOUS TOPO. TOPOGRAPHY E.H.D. ELECTRIC HAND DRYER M.O. MASONRY OPENING T.O.W. TOP OF WALL NORTH ARROW 0ATE E.J. EXPANSION JOINT MTG. MEETING T.P.H TOILET PAPER HOLDER REFERENCE EL. ELEVATION MH MANHOLE TV TELEVISION ELECT. ELECTRIC TYP. TYPICAL ELEV. ELEVATOR (N) NEW DRAWN C.A.C. EMBED. EMBEDDED/EMBEDMENT N.I.C. NOT IN CONTRACT UNFIN. UNFINISHED ENCL. ENCLOSURE NO./t NUMBER U.O.N. UNLESS OTHERWISE NOTED CHECKED M•W.R. EQ. EQUAL NOM. NOMINAL UR. URINAL ND RL MATERIALS CONSULTANTS 891 EQUIP. EQUIPMENT (N.P.) NO PRINT U.G. UNDERGROUND PROJECT NO E.W. EACH WAY N.T.S. NOT TO SCALE DATE 1989 E.M.C. ELECTRIC WATER COOLER (V) VERIFY EXP. EXPOSED O.A. OVER ALL VAR. VARIES EARTH FIRE SAFI N G INSULATION EXT. EXTERIOR O.C. ON CENTER VERT. VERTICAL EXH. EXHAUST O.D. OUTSIDE DIAMETER VEST. VESTIBULE SHEET TITLE OFF. OFFICE V.C.T. VINYL COMPOSITION TILE COVER F.O.S. FACE OF STUD O.F. OUT SIDE FACE V.i.R. VENT THROUGH ROOF GRANULAR FILL AC 0 U STI CAL TILE ,-• { 0' F.O.P. FACE OF PANEL O.H. OVER HEAD V.W.C. VINYL WALL COVERING F R FIRE ALARM OPG./OPNG. OPENING PLUMBING- ELECTRICAL- AND r�� F.B.O. FURNISHED BY OWNER DPP. OPPOSITE W/ WITH D o �. o � CONCRETE METAL STUD PARTITION STRUCTURAL F BT. FURNISHED BY TENANT OPS. OPERATIONS W C. WATER CLOSET F.D. FLOOR DRAIN O.T.D. OUT TO OUT WO. WOOD CONCRETE MASONRY UNIT INTEGRATED MECHANICAL HAROLD SAYER TITLE rL FLOW LINE O.RD. OVERFLOW ROOF DRAIN WOW. WINDOW ® CONTINUOUS WOOD BLOCKING REDWINE & ASSOCIATES FON. FOUNDATION W.G. WIRE GLASS 3031 SOUTH VAUGHN WAY SYSTEMS INC 3891 WEST WAGON TRAIL DRIVE SUITE 429 F E. FIRE EXTINGUISHER (P) PAINT W.I WROUGHT IRON � � LITTLETON, COLORADO 80123 SHEET F.E.C. FIRE EXTINGUISHER CABINET P.C. PRECAST CONCRETE W/0 WITHOUT METAL (LARGE SCALE) m DISCONTINUOUS WOOD BLOCKING AURORA, COLORADO 80014 CONSULTING ENGINEERS 303-798-1891 F.G. FINISH GRADE PF./PREFIN. PREFINISHED WP. WATERPROOF 303-337-5878r 3110 S WADSWORTH BLVD. F.H.C. FIRE HOSE CABINET P.I.P. POURED IN PLACE M.P.D. WASTE PAPER DISPOSAL SUITE 304 SHEET NUMBER FIN. FINISHED) PL./R PLATE WT. WEIGHT METAL (SMALL SCALE) DENVER, COLORADO 80227 FLASH. FLASHING PLWO. PLYWOOD W.S. WEATHER STRIPPING GYPSUM / PLASTER 303-985-4545 FLA. FLOOR PLAS. LAM. PLASTIC LAMINATE W.W F. WELDED WIRE FABRIC O R PLASTIC LAMINATE w" FR. FROM ROOFING PLG. PLUMBING J1 fj POURED FILL INSULATION PLYWOOD PID PNL. PANEL ' PR. PAIR INSLLATION (RIGID) EXISTING CONSTRUCTION TO REMAIN L Y Copyright (c) q_ /y,��, 19 Uj by National Air Systems, Inc All rights reserved < m Prepared in the United States of America This document, ,•,, ° or parts thereof, or design concepts contained herein, "•' `�, may not be reproduced in any form without the specific ' °" w,�--^� •, ,, n written permission of National Air Systems, Inc. The within design is the exclusive property of National Air Systems, Inc, the delivery of the original or copies thereof does not constitute publication thereof. AIR BALANCE SCHEDULE 4 GENERAL NOTES HVAC SCOPE OF WORK OF H �` INSTALLING CONTRACTOR W ce UNIT SUPPLY D.S.A. RETURN EXHAUST M.U.A. 1, DRAWINGS ARE INTENDED TO SHOW THE PROPER SIZE AND GENERAL y LOCATION OF THE EQUIPMENT, CURBS, DUCTWORK,ETC. HVAC S-1 (E> 3750 2200 1550 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD THE SCOPE OF WORK INCLUDES INSTALLATION OF ALL SHEET METAL WORK, W o CONNECTIONS, DRAWINGS ARE DIAGRAMMATIC AN) INDICATE GENERAL AIR CONDITIONING EQUIPMENT AND ACCESSORIES NECESSARY TO COMPLETE ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT, THE VENTILATING, AIR CONDITIONING AND EXHAUST SYSTEMS, INCLUDING 0 Uj S-2 (E) 2350 2000 350 ' DO NOT SCALE DRAWINGS, ANY DEVIATION FRON LAYOUT SHOWN ITEMS LISTED UNDER HVAC ITEMS FURNISHED BY NATIONAL AIR SYSTEMS. a t" MUST BE APPROVED BY THE ARCHITECT/ENGINEER, S-3 (E) 2. HVAC CONTRACTOR SHALL VISIT JOBSITE AND VERIFY EXISTING X000 1875 2125 L FIRE DAMPERS WITH SLEEVES AND ACCESS WHERE SHOWN ON DRAWING r &"" CONDITIONS BEFORE SUBMITTING RESPECTIVE BIDS.r,.�.. AND REQUIRED PER LOCAL CODE• • D-1 (N) IC000 300 1700 3, HVAC CONTRACTOR TO COORDINATE WITH ALL TRADES BEFORE 2. DUCT TAPE AND HANGERS FOR FLEXIBLE DUCTWORK. � MECHANICAL LEGEND �, - INSTALLING ANY EQUIPMENT, DUCTWORK, ETC, `4 3, HVAC ITEMS FURNISHED BY NATIONAL AIR SYSTEMS, (SEE LIST) , E–i (E) 1800 4 4. HVAC CONTRACTOR SHALL SUPPLY AS BUILT DRAWINGS AT THE ,a CONCLUSION OF THE JOB TO THE REGION, THE STORE , AND 4, SUPPORTS, HANGERS, TRAPS, ETC. SYMBOL � DESCRIPTION SYMBOL DESCRIPTION THE CORPORATE OFFICE. <1<1<1< a a LINED DUCT FLEX FLEXIBLE E-2 (E) 900 5, THE HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS SUPPLY DUCT LOC. LOCATION E-2 (E> 900 SHALL CONFORM TO THE CITY OF VAIL, COLORADO c, RETURN DUCT BUILDING CODE AND ALL APPLICABLE JURISDICTIONAL BODIES. °D M.U.A. MAKE UP AIR °� ° ' EXHAUST DUCT E-2 <F> 900 6. LOCATIONS OF DIFFUSERS AND GRILLES ARE APPROXIMATE. SEE � ® N.D. NORMALLY OPEN ARCH, REFLECTED CEILING PLANS FOR EXACT LOCH rIONS. T THERMOSTAT U.S.A. OUTSIDE AIR 7. FLEXIBLE DUCTWORK INDICATED BY A SINGLE L[NE SHALL BE E-2 (F> 900 LABELED U.L. 181 CLASS-1 AIR DUCT, INSULATED WITH 1' ® POINT OF CONNECTION THICK FIBER GLASS INSULATION WITH VINYL JACKET, HVAC ITEMS FURNISHED BY N. A. S. a DOOR LOUVER R,G. RELIEF GRILLE E-4 (N) 650 N r ® UNDER CUT DOOR 3/4 SW. swtrcH 8, ALL OUTSIDE AIR INTAKES TO BE A MINIMUM OF 10'-0' AWAY ° N —�- 1, FILTER MEDIA WITH METAL FILTER FRAME. TOTAL .2100 6375 5725 6050 FROM EXHAUSTS, FLUES, PLUMBING VENTS, ETC, U o ABV. ABOVE T.R. TOP REGISTER N 9, GENERAL CONTRACTOR SHALL MOUNT ALL WALL THERMOSTATS AT 2. DIFFUSERS, REGISTERS AND GRILLES AS SHOWN. =- A,P. ACCESS PANEL TYP. TYPICAL BUILDING PRESSURE _ + 325 5'-8' ABOVE FINISHED FLOOR, ® N 3, BOOTS FOR DIFFUSERS, REGISTERS AND GRILLES. cb co M A.D. AUTOMATIC DAMPER V.D. VOLUME DAMPER 10, HVAC CONTRACTOR SHALL FURNISH AND INSTALL FIRE DAMPERS C CY WITH SLEEVES AND ACCESS DOORS IN DUCTS VHERE SHOWN ON 4. DUCTWORK AND FLEX DUCT. (FLEXIBLE DUCTWORK & SHT. METAL PLENUMS). BEL. BELOW W/ WITH EQUIPMENT SCHEDULE Q DRAWINGS AND WHERE REQUIRED BY LOCAL CODE. Z w B.R. BOTTOM REGISTER G,C. GENERAL CONTRACTOR 5. DRAWBANDS FOR FLEXIBLE DUCTWORK. x 11. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS t Al C.D. CEILING DIFFUSER S SENSOR _ 5 TON AAQ OF ALL EQUIPMENT CURBS ON ROOF. 6. COMPLETE SHEET METAL PACKAGE. W cc j� ROOFTOP COOLING AND HEATING UNIT C.R. CEILING REGISTER EA. EACH MODEL #RE-05-2-10-232–GIE 12. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 7. STARTING COLLARS FOR FLEXIBLE DUCTWORK. cn CODLING CAPACITYt 64,400 BTU/HR – 11.2 EER LINE AND LOW VOLTAGE CONDUIT AND WIRE. M4KE ALL LINE o W C.A. COMBUSTION AIR EXH. EXHAUST D HEATING CAPACITYt 142,500 BTU/NR_ – 80% EFFICIENCY VOLTAGE FINAL WIRING CONNECTIONS. FURNISH AND INSTALL 8, STARTING COLLARS W/ AIR SCOOPS FOR FLEX. DUCTWORK. Q o EVAP. BLOWER NOMINAL CFM 2000 EXTERNAL STATIC 1,5 DISCONNECT SWITCHES UNLESS FURNISHED AS 'ART OF PACKAGE ° f- u_ CUNT. CONTINUE F.D. FIRE DAMPER MOTOR H.P. 1 – DRIVE TYPEt BELT, W/ ECONOMIZER z N FULL LOAD AMPSt 26.8 { 208/240/6013) 13.4 {4b0160/3 ) EQUIPMENT. INSTALL STARTERS FOR ALL PACKAGE EQUIPMENT. 9, START UP OF HVAC SYSTEM (AIR CONDITIONING UNITS). o Co DISC. DISCONNECT DN. DOWN NOTEt GAS CONNECTION (F.P.T.) - 112' HIGH ALTITUDE UNIT WEIGHT, 1130 LBS. CURB WEIGHTt 160 LBS. 13, ALL DUCTWORK SHALL BE CONSTRUCTED OF SHEET METAL IN 10, (1) WALL MOUNTED HONEYWELL PROGRAMABLE & REMOTE SENSOR. DTR. DOWN THRU. ROOF DISCH. DISCHARGE UNIT WITH DISC. SWITCH ACCORDANCE WITH SHEET METAL AND AIR CONIITIONING } a CONTRACTORS NATIONAL ASSOCIATION (S.M.A.C.N,4.), 11, (1) AIR CONDITIONING UNIT. E EXISTING ILG CRB-12 (BELT DRIVEN) 14. HVAC CONTRACTOR SHALL INSULATE SUPPLY AIF AND OUTSIDE 12, (1) 12' HIGH CURB FOR E-4 EXHAUST FAN. N NEW TOILET & DRESSING ROOM EXHAUST FAN, 650 CFM AIR DUCTS IN UN–AIR CONDITIONED SPACES WITH V THICK Q @i' S.P. 1/4 H,P., 120/1/60 CYCLE , 3.5 F.L.A. FIBERGLASS INSULATION WITH FLAME RESISTANT VAPOR BARRIER, e COMPLETE WITH BIRDSCREEN, BACKDRAFT DAMPER & DISCONNECT SWITCH. 15. THE GENERAL CONTRACTOR FOR McDONALD'S SHALL PROVIDE ' THE FOLLOWINGi FURNISHED BY McDONALD'S CORP. A. WALL,, FLOOR AND ROOF OPENINGS, AS INDICATED, B. FRAME–IN DIFFUSER BOOTS IN DRY WALL CEILING AREAS. C. DOOR GRILLES AND DOOR UNDERCUTS AS INDICATED. TITUS DIFFUSER AND GRILLE SCHEDULE - D. CUTTING, PATCHING AND REPAIRING FOR ALL OPENINGS, � � SYMBOL CEILING OPENING E. FIRE RATED DUCT SHAFTS FOR KITCHEN EXHAUST DUCTS `°�'•�?�+M '``� MODEL N0. BOOT NECK CEILING TYPE QUANTITY REMARKS � ••••»• •4° REQUIRED WITH FIRE RATED ACCESS PANELS. L ® ® ® F. ACCESS PANELS IN CEILING FOR BALANCING DAMPERS, A MC TDC – 2 15' x 15' T–BAR i DUCT CLEAN–OUTS, FIRE DAMPERS, ETC. G. INSTALL PLATFORM FOR ROOF TOP EQUIPMENT, B ® MC 50 P 19' x 19' T–BAR 2 16. HVAC CONTRACTOR SHALL LABEL (WEATHER PROOF) ALL HVAC ° EQUIPMENT ON ROOF WITH STORE'S NAME AND NUMBER. A 17, PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL W o CONDENSATE DRAIN PIPING FROM COOLING COILS TO NEAREST C ® p MC TDC – i 15' x 15' T–BAR 5 1;t OPEN SITE DRAIN, =i 18. HVAC CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION OF EXISTING DUCTWORK AND PIPING AND COORDINATE WITH ALL w D (MC 3501 10' x 10' DRYWALL 4 OTHER TRADES BEFORE INSTALLING ANY EQUIPMENT, DUCTWORK, _ ; PIPING, ETC. ra w ' 19. HVAC CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION OF U EXISTING STRUCTURAL BEAMS AND COORDINATE WITH ALL 0 0 OTHER TRADES BEFORE INSTALLING ANY EQUIPMENT, DUCTWORK, �•— PIPING, ETC. v O 20. EXISTING PLUMBING VENTS, DRAINS, WATER LINES, ETC. MAY HAVE –� f TO BE REMOVED AND/OR RELOCATED FOR INSTALLATION OF NEW HVAC EQUIPMENT AND DUCTWORK, PLUMBING CONTRACTOR SHALL VISIT JOBSITE AND VERIFY EXISTING CONDITIONS BEFORE SUBMITTING RESPECTIVE BIDS. 21. EXISTING REFRIGERANT LINES, CONDENSATE DRAINS, DUCTWORK, ETC, MAY HAVE TO BE REMOVED AND/OR RELOCATED FOR INSTALLATION OF NEW HVAC EQUIPMENT AND DUCTWORK. HVAC CONTRACTOR SHALL VISIT JOBSITE AND VERIFY EXISTING CONDITIONS BEFORE SUBMITTING RESPECTIVE BIDS. 22, GENERAL CONTRACTOR TO COORDINATE REMOVAL AND/OR RELOCATING OF EXISTING REFRIGERANT LINES, CONDENSATE DRAINS, z DUCTWORK, ETC. WITH McDONALD'S, try, C3 � } Z 23. T–BAR GRIDS MUST BE LOCATED DIRECTLY BELOW TRUSSES. Z 24, IT WILL BE RESPONSIBILITY OF THE INSTALLING HVAC CONTRACTOR W U X N c < o Q U TO REPAIR ALL EXISTING DUCTWORK WITHIN 'HE RESTAURANT. ° THIS IS TO INCLUDE RE–SUPPORTING, REPAIRING, REPLACING, ANY JOB NO AND ALL DUCTWORK THAT IS DAMAGED. 1681 SEP 19 ?grg SHEET NO PRINTED M— i 129610 r Copyright 617 , 19 I W by National Air Systems, Inc All rights reserved ( Q > Prepared in the United States of America This document, m or parts thereof, or design concepts contained herein, may not be reproduced in any form without the specific written permission of National Air Systems, Inc. The within design is the exclusive property of National Air Systems, Inc, the delivery of the onginat or copies thereof does not constitute publication thereof. Z I ° H GO W I W y N U tW- 0 _ > IU Ui Q I I I D _ L _ _ I D ter _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ .- _ _ _ aaaaQa —1� I E 8' I I — 1 0 A i I I I I -1 X80 0D Lj crt II II i 8, ( � — - - - - - - ^ - - - - - - - _-�- - - - - - — 5-�— - - - - -I EXISTING PLENUM i'0 REMAINr � r r S I ! HVAC INSTALLING CONTR, TO I I S I REPLACE OR REPAIR IF REQ'Dr I ( (FIELD VERIFY) 8 i I ® to J" 8 D 200 10• - -12' o D 1 ' E _ _ : in I _ I 150 C) 0 EXISTING KITCHEN fir 0 a y I 12 x 12 E„ UTR °M I I I E ! (NEW) 0 Z W LINE VOLT STUB _ — THRU CURB — I W W E I ® UW �! cc I I 4 12' HIGH EXHAUST FAN I I Q I EXISTING CURB BY NAS, LEVEL ( I EXISTING DINING o u, I EQUIPMENT & INSTALL BY G.C. ! a o — _ _ _ _ _ _ _ _ _ _ _I I TO REMAIN —' 12' x 12' E„ DTR I 16' X 23 3/4' (L) ° IC I i ! R/A & S/A PLENUM, ° CO (TYPICAL) NOTEI I I r REPLACE i I ! UTR, (NEW) EXISTING TOILET EXHAUST ! I I FAN WITH ILG ',RB-12r I I I r= i IN I g i G, ►� (� �� ( T �1 ( I NOTEI J/ �(._�.�—I � E ALL EXISTING DUCTWORK & - 1I _ GRILLES @THIS AREA TO I I I ( I I REMAIN. II it I I 14 � °• �/\ EXISTING CUSTOMERq"' o�'d I I I I I I I SERVICE AREA 14, 1 �?1�M. `f k I I ELEC, & GAS ENTRY _ D 3 ! F 71 � � � '� i ( 16' x 23 3/4' (L) X I L � I I I NEW FLEXIBLE DUCTWORK S/A PLENUM, DTR -' — '-' �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ! I 14' 14' ' (TYPICAL) I I COND. DRAIN _ -� ! Le ,ttj I I I 3/41 ) \ Q R/A PLENUM DTR G.C. TO PROVIDE OPENING J V 1 B IN CONC. WALL FOR Q .� I 5 TON AAON A/C _ J i I I I r 10. 850 TYPICAL FOR 5) 1-3 0 I UNIT W/ 12' HIGH -- -1_J- I 12' 0 A I CURB & ECONOMIZER 300 CFM ro i I ' 8' C 12' J I (CURB TO BE LEVELLED •• _ _ 0 i r MIN. O.A.I. i t & INSTALLED BY G,C.) 0 0 0 HONEYWELL SENSOR WITH U INSULATED BACK FOR D-1 Ll- I i i (- C — r 1 C r UNIT @ 5'-8' A.F.F. TO p I L. 400 J 500 L ,_ _ 500 ® L _ J ® THERMOSTAT IN MANAGER'S e B OFFICE. � > - - - - - - - - - - - - - - - - - - - - - - - - - -- _ _ — _ -- _ _ _ - - - - I - - - - ® ® V ® U — — — - - _ Q —i1_' '_I� '— .�" = �" = .�= ._(F° �" fi—" — �fT' _ —Ti _ _ii_ _ 850 z i II ii ll Ii II Ii II II II II 11 II !I II I! II II II II it II II II li � I o I II 11 II Il II II II II II II II II � -� I II 1! II II I! II II II II 11 II II { i II li Il If II II !I II If II II II I I! ii II it II II II 11 II II iI II A, A, 22 1 i I i co W i W Q °; ° 0 i z , z lT H m < I Z HVAC ROO F P LAN HVAC FLOOR P LAN U I W � o 0 V) 0 U SCALD 1/4' = 1'-0' I SCALD 1/4' = V-0' Boa No I SEP 1 1989 1681 I 9 t SHEET NO PRINTED i LYL 2 I 129610 01 AAON FLEX DUCT CONNECTION TO DIFFUSER , GRILLES �� NOTE=FLEX UrTS TO RUN � -'� 6" THROUGH BOTTOM OF MST SHEETROCK, AND SHEETMETAL PLENUM 5 BACKDRAFT DAMPER PANELING H i11 76.13 OD. TO BE SCREWED TO OR TILE ul ul z LIFTING BRACKETS BACKDRAFT FLANGES BELOW m (4 TING RACKET DAMPER FAN HOUSING STAINED AFTER SETTING 73.13 I.D. (FURNISHED BY RESTROOM I /2M COLORED I PULL OUTER INSULATION JACKET BACK AKD SLIDE IKX'-R UNIT IN PLACE FAN MANUFACTURER ) EXHAUST CONDUIT WOOD BLOCK 22" : FAN LIME OVER SHEETKETAL COLLAR . ; SEE ARCH. SHEETS FOR � SLING ;CANT DERAIL CURBHBYHHVACAL FIBERGLASS � -� 1SHEETSCFOR SUPPLIER. INSULATION OUTER INSULATED ROOF LEVELED 6 INSIDE JACKET c� H r CONST UCT ON _ BY JUNCTION BOX 7 G.C. i I JUNCTION SHEETMETAL co N ( / ( ( � / I i 120 X 12' BOX BOOT COLLAR T INNER DUCT LINER OILET HONEYWELL ►� v • I ( / ' ( x ( i p ,_; EXHAUST T7047 - - SUPPLY DIFFUSER OR W / r, PLENUM REMOTE SENSOR RETURN AIR GRILLE - ►. ° W SPREADER BAR I ( / ( ( / ( I d- mot - - - (TYP . OF 2) i V_ -i V_ - - ._ I �j NOTE • 6" m FLEX DUCT i 10"m MOUNT WOOD BLOCK BEHIND REMOTE SEN30 `3 ® DRAW BAND FLEXDUCT PACK FIBERGLASS FROM WALL RGLASSINSULATION O I I STARTING INTO JUNCTION BOX. A/C UNIT COLLAR -�_S-rA-� 2 . TAPE IR ER—LIFER TO SHEET TAL COLLAR WITH SILVER ��- n W all RESTROOH EXHAUST DUCT TAPE . DUCT TAPE SHOULD BE WRAPPED AROUND :� A/C CURB / j BACKER BLOCK SHEETMETAL COLLAR TWO FULL TURNS . �' � > / FAN DETAIL A NOT TO SCALE 9 M I I 70' x 50' 1.D, w w GASKET a I - - - LOCATION ROOF OPENING OUTER INSULATED " BY G.C, MORTITE WHEATHERSTRIPPING TO BE INSTALLED JACKET FIELD x (VERIFY WITH ON INSIDE & OUTSIDE EDGE OF � I I APPLIED STARTING COLLAR FLANGE RETURN AIR PLENUM � I i �,� STRUCT, DWG.) , SHEETMETAL BOOT COLLAR 5T0N AAON CURB DETAIL STARTING COLLAR Q rn Vl INNER DUCT LINER �;:% SUPPLY DIFFUSER OR ELECTRIC W I RETURN AIR GRILLE - - - DUCT TAPE �'� Nd� ENTRY ' SUPPLY AIR PLENUM-)o FLANGE � 3 . PULL OUTER INSULATED JACKET OVER SHEETMETAL COLLAR (5) HOLES IN FLANGE FOR NOTE : AND PLACE A METALDRA BAND OVER THE OUTER INSULATED ' 208-3-60 INSTALLATION OF COLLAR WITH S.M. IF COLLAR REIS TO BE JACKET BELOW THE SHEETMETAL COLLAR BEAD . 1 AAON Up"IT HOISTING DETAIL SCREWS TO PLENUM ( TYP) AS REQUIRED NOT TO SCALE DISCONNECT SWITCH. OUTER INSULATED _ o JACKET U w ME j ` +♦ ® 0 SHEETMETAL BOOT - i a O COLLAR BEAD j Lij ' I ME ME t FIELD CUT HOLE IN PLENUM AND � � — � ( INNER DUCT LINER o m O INSTALL STARTING COLLAR WITH cr. 0 ` WEATHERSTRIPPING AND (5) S.M.SCREWS SUPPLY DIFFUSER OR 1 METAL DRAW BAND °- o z 1234 _ �� RETURN AIR GRILLE - - -�� w w o A/C UNIT ! �� \ - - - a- En O • 131 - �� O v H p C - < w m 1 2 3 4 P - S.M. PLENUM U m a O T T Q 0 zz w ' O f J V ECONOMIZER ' O ' 4 . CUT EXCESS METAL DRAWBAND OFF AND WRAP METAL BY E.C. ( I ( ( ME MOTOR DRIVE. DRAWBAND WITH SILVER DUCT TAPE . H N � > HONEYWELL T-7400 •S.M. PLENUM o ww a = •• PRCGRAMABLE T STAT 11 21 31 4( IF STARTING COLLAR F- 0 C� U U Q LOCATED IN OFFICE. FLANGE IS T00 WIDE . � 1 OUTER INSULATED o z O FOR PLENUM, TRIM AS JACKET z o FURNISHED BY REQUIRED �' - _ _ ' " o_ - HVAC SUPPLIER. o 0 0 d f R 1 a � _ ME SHEETMETAL BOOT _ - y INNER DUCT LINER H ° r O I O HONEYWELL REMOTE COLLAR BEAD r o --� SENSOR SEE FLOOR DUCT TAPE < 0 0 0 , PLAN FOR LOCATION. 1 FOR COLLARS INSTALLED SIDE- -- WRAPPED OVER ° cn BY-SIDE, TRIM FLANGES AS REQUIRED SUPPLY DIFFUSER OR 4 - METAL DRAW BAND w o RETURN AIR GRILLE i U z G O w d � STARTER COLLAR DETAIL WIRING DIAGRAM NOT TO SALE TAPE INNER LINERS ROLL BACK INSULATION TOGETHER WITH DUCT TAPE o °w .� x co a co D °w co co 120 - 1 - 60 r \ \ 1 = w aW ( d \ < � < M a O CIRCUIT BREAKER Q o 0 PREPERATION AND HOISTING PROCEDURES FOR O PLASTIC INNER LINER PULL BACK z SETTING AAON ROOFTOP PACKAGED UNITS . OUTER LINER O + AND WRAP H _ u r SEAM WITH CU o °t SILVER DUCT Q LO w�+r I . DRIVE SCREW TOP OF BOTH SUPPLY AND RETURN PLENUMS TO CURB AND TAPE CC a = GASKET ALL BEARING SURFACES. THIS WILL PREVENT AIR LEAKS BETWEEN l O X_ a H PLENUMS AND CEILING SPACE. SHEET METAL SLEEVE CL w H 2. MAKE SURE ALL BEARING SURFACES ON CURB ARE FULLY GASKETED, AS TO LIGHTS OE O T❑ LIGHTS ��++ a H z SHOWN IN HEAVY BLACK ON THE HOISTING DETAILS. THIS WILL PREVENT r FLEXIBLE DUCT SPLICING, DETAIL Ofr_ AIR AND WATER LEAKS. NOT TO SCALE U H a H 3, HOOK RIGGING SHACKLES THROUGH HOLES IN LIFTING LUGS AS SHOWN IN r , 0,. a DETAILS. LIGHT SWITCH @ MEN`S 1 1 1 1 1 1 D Y °o c D II _ w J 4. USE SPREADER BARS ACROSS THE TOP OF THE UNIT TO PREVENT CRUSHING LIGHT SWITCH @ WOMEN'S Q rn N m THE UNIT FRAME AND PANELS. I 9 I I J NOTE L SHEET METAL O _ Q _ LJ < , DISCONNECT SWITCH FITTINGS AND d 5. AFTER UNIT HAS BEEN SET, CHECK ALIGNMENT OF UNIT AND GASKETING � W � TO INSURE AIR TIGHT SEALS. @ FAN FURNISHED NYLON COLLARS MUST BE U O a cli WEB DRAW BANDS DUCT COMPLETELY INSULATED . _ WITH FAN. HANGER _ TAPE 2. SHEETMETAL TEE MUST - a 6. HVAC INSTALLER TO DEPLOY ECONOMIZER RAIN HOOD ON THE UNIT. TOILET i (TYPICAL OF - - - BE SUPPORTED WITH ? co t, aw •,, �- ar `a U � THREE) A NYLON WEB HANGER rnG A C BOA O lICH PROTECTS THE COILS SI LO EXH. FAN m � � w co M-Y E'E REMYEO BY THE RVAC SYSM4 SUPPLIER START UP TECHNICIAN. SEE DETAIL � - - - � AT EACH CONNECTION w � r W O a � THIS SHEET POINT. «, a - 0 SHE ETAL. TES �lS�lL.AT I QG� DET'A L, 0 ' o M TOILET EXHAUST FAN NOT TO SCALE SEP 1 x969 z � f 9 W � \ C K WIRING DIAGRAM ��NT� < c J# 1681 i=004 lzat � h , . r d NOTES : Rr )vRA- Wl 3-5/8" METAL STUD ® 16" O.C. �- I 5/8" TILE BACKER BOARD BOTH SIDES /ASSOCKES i CERAMIC TILE BOTH SIDES _ F ' I W2 3-5/8" METAL STUD 0 16" O.C. H il H)2 CERAMIC TILE RESTROOM SIDE ARCHITECTURE / PLANNING 5/8" PAWTED GYPSUM BOARD A PROFESSIONAL CORPORATION . OTHER SIDE 1' ' 10011 O i W6 w .fl,P. :- 63" W1 � ` o W2 _ ®� O W3 3-5/8" METAL STUD ® 16 O.C. BOTH H SDES PAINTED GYPSUM BOARD DENVER, COLORADO E$021 1 W5 _ + I I ' - w2 � 5FT D1A. � - _ ,r = iv PROVIDE "BOBRICK" ANGLE FRAMED W4 6" METAL STUD ® 16" O.C. 303-455-1247 '4 = � � w 5 6 o MIRR9R 36 x48 B-290 5/8 TILE BACKER BOARD BOTH SIDES �y4 O ( " ) CERAMIC TILE BOTH SIDES W5 W1 W1 -� MOVE _ W2 EXISTING 210'r W5 FURR OUT EXISTING WALL ' ' \ DIFFUSER AS REQUIRED TO ACCOMMODATE i W2 C �i i PROVIDE AS ORIAN" VANITY TOP' NEW PLUMBING w HC W1 ! I I - WITH COLOR COMPAT BLEPLASH o W6 REPLACE TILE ON EXISTING WALL o _ I SEALANT ( COLOR BY OWNER ) REPLACE & PATCH EXISTING o TITLE BACKER S DOA D A $ REQUIRED ® o /� 2'2' 1 �` 4 WOOD 2X BLOCKING TO SUPPORT 'a ' 2'2" ' `� WZ MOVE O N VANITY TOP ( CONTINUOUS ) HC1 HANDICAP GRAB-BAR 42" LONG a W1 I 1 u, RESTROOM EXHAUST _ 5FT DIA. 1 '1" FANS TYP. �n 33" ABOVE FINISHED FLOOR o ° , 391" �5'1 - /8" 4'8-1/4" 4'2" 4'0-5/8" N WITH 1 -1/2 GRIPPING SURFACE 0 i 1 -1/2 FROM WALL ANCHORED O _ r FOR 250 POUND FORCE o 00 1 I APPLIED ANY DIRECTION AT INA ANY POINT ON BAR E HD1 HD2 L PROVIDE AND INSTALL NEW GYPSUM BOARD C (LING HD1 HHAANDDRY6ERABOVE FINISHED FLOOR S W6 W2 PER MCDONALDS SPECIFICATION FOR NEW BUILDINGS REMOVE EXISTING SUSPENDED CEILING AND INSTALL o RUNNER & CHANNEL SYSTEM AS REQUIRED FOR FIXTURE HD2 HANDDRYER AND CEILING SUPPORT COORDINATE FIXTURE LOCATION PLACE 48" ABOVE FINISHED FLOOR 3 WITH STRUCTURE ABOVE CELING. PAINT CEILING WHITE. HC2 � R )F/IDE HANDICAP URINAL WITH ELONGATED LIP 2 REFLECTED CEILING PLAN 3 VANITY SECTION BASIN 15" ABOVE FINISHED FLOOR NEW RESTROOMS PARTIAL PLAN y SCALE: 1/4" = 1 '0" SCALE 1/2" = 1 '0''SCALE: 1/4" = 1 '0" ��AAJ3 2 U A3 � 0 D3 ° ' 5/8" SEE DETAIL 4 2" E2 D5 D8 D10 FOR DIMENSIONS D10 -*DOOR ro D8 D5 D10 DOOR o To ,a — u D5 — 0 = o DOOR D6— I I ma I u 2„ SEE (• I D5 FOR DETAIL SII`GLE D1 D9 NEW TILE REMODEL: STORE #4264 RABBIT DIMENSIONS s DOOR JAMB 7 DOOR JAMB 2171 N. FRONTAGE RD. 17( 4""�DOOR HEAD/JAMB 5 DOOR JAMB VAIL, COLORADO A3 SCALE 3' = 1 '0" A3 SCALE 3" = 1 '0" A3 SCALE 3" = 1 '0" A3 TYPICAL HEAD/JAMB DETAIL AT DOOR 6 & 3 JAMB DETAIL AT DOOR 3 JAMB DETAIL AT NORTH SIDE OF DOOR 1 JAMB DETAIL AT DOOR 4,5,1 D3 LINE OF EXISTING OPENING D1 t-D 1 �- - - - - I D6 9 _ WX I 03 � _ � ` - WINDOW DETAIL NOTES D1 KAWNEER WINDOW SYSTEM ( TRIFAB 451 ) WITH 1 " D9 _ D1 INSULATED GLASS 2"x4-1/2" D2 _ _ _ FLUSH GLAZING ISSUE RECORD D 1 �, D2 _ - D4 D2 lx WOOD TRIM TO COINSIDE D9 LINE OF EXISTING OPENING WITH NEW PREPOSED INTERIOR FINISH 4 - D3 EXISTING 8"x8" C M.U. WALL D4 - 9-1/2 D4 NEW 8"x8" C.M U. WALL WINDOW JAMBS @ ENTRY � WINDOW JAMB NORTH WALL D5 5/8" GYP. BD. ON 3-5/8" METAL STUDS H W.M. DRAWN D6 HOLLOW METAL ANCHOR CHECKED M.W.R. D4 D D4 D4 D7 SHIM AS REQUIRED PROJECT NO. 8904 ` - DATE 26 APRIL 1989 , D1 D1 - D11 D8 U.S G SERIES #401 METAL TRIM -Dl Dl N V ci D9 CHAULK/SEALANT SHEET TITLE D9 N ► D10 HOLLOW METAL DOOR FRAME PARTIAL TYP I i D11 D11 EXTRUDED MATTCH GLAZING SYSTEM TO PLANS D12 EXISTING EXTERIOR WOOD SIDING AND 6-1/2" `� 7-,/2" � -,,2" 1 DETAILS -�- 1 © CORNER POST © ENTRY POST OD MULLION TYPICAL POST SHEET NUMBER s WINDOW SYSTEM DETAILS A3 A3 SCALE 3" = 1 '0" 4 4 M1 4 e'F . (AS • ' rt , ' w s c .. ' / r a . . , , v 1 .q ' .. T . , _ r y .. . ..Y` t * s. ` - A2 r5 RO\/B/"\L VC 61011 /f// SO� Cl/ ES 209's 1� rAWNEER WINDOW SYSTEM (TRI-FAB 451 SERIES) WITH 1" INSULATED GLASS 2" x 4-1/2" FLUSH VIA - GLAZING. ARCHITECTURE PLANNING ,.. A3 P2ER McDO ALDSI STANDARDS FOR N W BUILDING. A PROFESSIONAL CORPORATION 3] !"x8" R.S. T & G REWOOD SIDING VERTICAL - 2839 WYANDOT STREET EXISTING CJS i OMCP OVER 1"x4" R.S. NAILERS TO MATCH EXISTING. DENVER, COLORADO 80211 SERVICE. AREA F4]_ _ - . - 2'0"x2'0" ACOUSTIC CEILING TILE PER McDONALDS 303-455-1247 `-� STANDARDS FOR NEW BUILDINGS. 5 �i 1 IJEW QUARRY TILE TO MATCH EXISTING. A3 > 4 R6 WEW 2'0"x4'0" LIGHT FIXTURE. SEE NOTE 1 , 7 �I STRUCTURAL POST RE: NOTE 1 ON STRUCTURAL r TYPICAL DRAWING S1. ® o 0 ® e U oo 0 y 6 5 5 `0 5 GENERAL NOTES : 0 A2 7 7 _T1 0 u 1 .) SEATING BY OTHERS. - 2 u a - 0 7 w \ ` 8 BAYS @ 4'9?I/4" = 38'2" 7 0 8b A3 5,511 5'1 11 38'6" t N TYP. T T T r 0 8c 8d 8e 3 A3 A3 A3 P• P A2 Do r o� e0 oE o o ov NEW FRONT FLOOR PLAN EP C DC A2 SCALE: 1/4" = 1 '0" wa V N S u a c o� ' c u E\'ST'NC CUS-OMCR SERVICE AP^A _ jjjkExISTING FINISHED_ i=_ -_ - = s = REMODEL: STORE #4264 IV SOFFIT EQ NEW FINISHED EQ. 2171 N. SOFFIT FRONTAGE RD. 6 TYP. VAII., COLORADO ' - 1 w 3 - 4 4 TO OF SLAB _ � r 2 REFLECTED CEILING PLAN 4 EAST ELEVATION ' A2 SCALE: 1/4" = 1 '0'' A2 SCALE: 1/4" = 1 '0" ISSUE RECORD D 0 2 ] o DRAWN C A.C. — — — — — — — — — — — — — — — — — — — — — — EXISTING FINISHEDO ghEXISTING FINISHED — — — — – EXISTING FINISHEDO CHECKED M W.R. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOFFIT SOFFIT - - - - - - SOFFIT 8904 NEW FINISHED_ PROJECT N0. NEW FINISHEDb NEW FINISHED SOFFIT SOFFIT SOFFIT DATE 26 APRIL 1989 �-- 1 1 1 SHEET TITLE ; PARTIAL PLANS � 3 3 AND TO OF LAB TO O SLAB SF TO OF SLAB EL.= - ' ' EL.= +/- 0'0" _ + ^ ELEVATIONS - 2 SHEET NUMBER 3 SOUTH ELEVATION 5 NORTH ELEVATION s WEST ELEVATION A2 A2 SCALE: 1/4" = 1 '0" A2 SCALE: 1/4" = l'0' A2 SCALE. 1/4 = l'0" _ 6,p„ R Aso . NOTES 1 - - _ - - I I ARCHITECTURE / PLANNING 7 rt I 1 A PROFESSIONAL CORPORATION 4 i 1) STRUCTURAL POSTS AS INDICATED S I ON DRAWING A2/1 WILL BE 4x4 DF#1 2839 WYANDOT STREET Y 1 1 1 DO V 45�5C0 24 ADO 80211 , 3 4 I I S1 >> I i o } I I 1 1 ® o 0 I ° I I 1 1 '4" TYP o El I I I „ s `o o I I i i 8 TYP. S c0 I i I I II - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 °i E O � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 z a 5 ° o S1 NEW FOUNDATION PLAN 4 u u c SCALE: 1/4" = 1 '0" S 1 EXISTING STRUCTURE, t ROOF DECK & ROOF r0 REMAIN ` EXTEND ROOF DECK AND I ROOFING AS SHOWN . gg U L o - - - NEW 2A4 BLOCKING AT 4'0" 0 C P 0 - - - _ - - - - - - - - - - - - - - - - - MATCH WITH NEW RAFTERS °10 E -E �c r I SIMPSON ST 18 STRAP ® 48" O.C. a� o C NEW 2x4 RAFTERS 24" U.C. as . EXiS SING BEARING -0 q WALL TO REMAIN cl ,o u EXISTING ROOF FRAMING TYPICAL I CONTINUOUS 3-2x 10 HEADER � gv RI° AS SHOWN h r I �� , NEW 2x10 DBL, EXIST FA IA NAIL WITH 16d ® 16" 0 C I NEW FACE BOARD _ _ _ _ _ _ _ _ XISTING CEILING TO REMAIN 24 GUAGE GALVANIZED METAL FLASHING PAINTED 2x4 BLOCK TO MATCH EXISTING NAIL WITH 2-16d TOE NAILS / I PROVIDE 3/8" SLIP AT EACH END REMODEL: STORE #4264 PATCH D IN WINDOW WALL NP. MASONRY A RA EXISTING ER HE REMOVAL 2x4 BLOCKING OF THE EXISTING WINDOW WALL 2171 N. FRONTAGE RD.MATCH S 8 STRAP 01 PSOPI \ I SOCAT� BELOW35�RA°SN ►'OOi NEW PROPIOSED FOIN SH MATERIAL VAIL, COLORADO AND ST 6236 BOTTOM. w > I 2x4 ® 24" 0 C. 2'> 2' ACOUSTIC FILE 5 CF_ILINC PER STD. + 6 MCDONAL D SPECS FOR S NEW BUILDINGS `n KAWNEER WINDOW SYSTEM 2 ROOF MODIFICATION & FRAMING PLAN ( TRIFAB 451 SERIES ) WITH 4x4 POST ® MULLION BEYOND CONNECT TO BEAM WITH SIMPSON BC 46 1" INSULATED GLASS 2"x4-1/2" CONNECT TO AT BASE WITH PB44 S SCALE: 1/4" = 1 '0" FLUSH GLAZING REDWOOD SILL TO I MATCH EXISTING LINE OF WINDOW WALL TO BE 1 x8 R.S. T&G • REMOVED REDWOOD SIDING i 8" C M U BOND BEAM REINFORCED VERTICAL OVER WITH 2 #4 CONTINUOUS i ISSUE RECORD NEW EXISTING NEW EXISTING 1x4 R S. NAILERS I GROUT SOLID WITH 2500 PSI GROUT TO MATCH EXISTING #4 x 2'0" ® 12" O.0 i EPDXY GROUT INTO SIDING TO CLEAR I 8"x8" C.M U 00 (2) #5 x 2'6" 5/8" DIA HOLES MIN. 6" WALK BY 1/2" EPDXY GROUTED PENETRATION CUT EXIST. T&G DECK INTO 3/4" DIA , ( NEW TILE 10 MATCH EXISTING NEW CONCRETE SLAB ON I AND ATTACH L N&1A HOLES TOP AND FOOTING ( BOLT & ANGLE EXPANSION JOINT MATERIAL CLEAN SURFACE OF EXISTING BOTTOM. 6" GRADE W/6x6-W1 .4xW1 .4 WWF i ® MID DEPTH TO MATCH EXIST. ) FOUNDATION WALL WHERE MINIMUM PENETRATION CUT EXIST CONC. SLAB DRAWN H.W.M NEW FOUNDATION WALL JOINS o M.W.R. 5" CONC SLAB OVER I CHECKED 6" COMPACTED GRAVEL x x - x- -r I PROJECT NO. 8904 - - _ I IPOJ.x4'6" ® 48" O.C. PROD 26 APRIL 89 2 5 CONT. 8" CONC. FOUNDATION I 2'0" INTO FOUNDATION DATE ( ) # WALL I WALL, GROUT SOLID IN MASONRY CORE WITH 2500 PSI GROUT EXISTING BUILDING SLAB & 1-1/2 ZONOLITE I z FOUNDATION WALL NEW FOUNDATION WALL THICKEN NEW T STYREN FOAM TO REMAIN SHEET TITLE P SLAB ® EXISTING WALL 4" 8" STRUCTURAL 4 (2) #5 CONT. &2)BOTTOMTIN000S TOP I o ;t - - _ - - - - - - " - - - - - - - - #4 CONTINUOUS PLANS #4(GR40) X6)2'0' - - - - - - - - - - - -AT 4'0"0 C. SEC T ION TO MATCH MASONRY EXISTING FOUNDATION REINF DETAILS NEW SPREAD FOOTING ---// OOTING WALL SHEET NUMBER - DETAIL DETAIL 3 NEW FRONT SECTION 4 FOUNDATION W/SPREAD FOOTING 5 NEW SLAB @ EXISTING SLAB .� SCALE: 3/4" = 1 '0" S .� SCALE: 3/4" = 1 '0" S 3/4" = 1 '0" si , PATCHING OF , EXISTING AND JOINING STRUCTURAL DESIGN DATA R( )VD/� COORDINATION ITEMS SUPPLIED BY OWNER, AND INSTALLED BY CONTRACTOR NEW TO EXISTING I r - t 1. ANY CHANGES OR ADDITIONS TO BE PRE-APPROVED IN WRITING BY THE OPERATOR THERE ARE A NUMBER OF ITEMS WHICH WIL, 3E SUPPLIED BY THE OWNER AND WHICH ARE 1 . IT IS INTENED THAT THIS ADDITION AND THESE REMODELLINGS LOOK AS MUCH AS 1. CODE: UBC 1985 OCIATES T CONTRACTOR. AN` -"!-THESE ITEMS MAY OR MAY NOT BE POSSIBLE, LIKE AN ORGINAL PART OF THIS BUILDING, BOTH OUTSIDE AND �S� AND COMMUNICATED TO UNIT MANAGER OF THE RESTAURANT. TO BE INSTALLED BY HE C A INCLUDED IN THIS JOB: VERIFY THEIR INCLUL ,)N,OR EXCLUSION IN THESE DRAWINGS. INSIDE. TOWARD THAT END, CARE IS TO BE TAKEN TO MINIMIZE REMOVAL AND/OR 2. SNOW LOAD: 80 PSF 2. THE CONTACT FOR THIS JOB IS CERTAIN OF THESE ITEMS REQUIRE THE CONTRACTOR TO SUPPLY INFORMATION TO THE DAMAGE OF EXISTING FINISH MATERIALS WHICH ARE TO REMAIN AS PART OF THE OWNER PRIOR TO ORDERING TO INSURE ACCURACY: THIS INFORMATION IS LISTED WITH FINAL PRODUCT. CARE IS, ALSO, TO BE TAKEN TO MINIMIZE DAMAGE TO MATERIALS 3. WIND LOAD: 70 MPH EXP. C i UNIT MANAGER THE ITEM BELOW. BEING REMOVED FOR REUSE AT THE SAME R DIFFERENT LOCATION, WHETHER ARCHITECTURE / PLANNING OOF: 80 PSF A PROFESSIONAL CORPORATION SPECIFICALLY NOTED FOR REUSE OR NOT. WHEN PATCHING, WHETHER WITH REUSE 4. LIVE LOADS @I R STORE TELEPHONE NUMBER 1 . OVERHEAD ELECTRIC POWER (OEP) BOXES AND CORDS OR NEW MATERIALS (SEE MATCHING TO EXISTING) MAKE EVERY REASONABLE EFFORT TO BLEND AND/OR DISGUISE THE BOUNDARIES BETWEEN NEW/REVISED AND 5. FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY OF E a HOME TELEPHONE NUMBER. 2. MARKEL CEILING MOUNTED HEATERS EXISTING/NOT DISTURBED. PSF WITH A VERY LOW POTENTIAL FOR SWELL. THESE ASSUMPTIONS SHALL BE 2839 WYANDOT STREET ; DENVER, COLORADO 80211 VERIFIED BY AN OPEN PIT INSPECTION BY A REGISTERED SOIL ENGINEER, AND 3. LIGHT BEAMS - MEASUREMENTS TO MAICH EXISTING REQUIRED 2. MANSARD ROOFING: JOIN AT CONTINUATION OF PLANE BY INTERLOCKING NEW HIS FINDINGS SHALL BE REPORTED IN WRITTING TO THE CONTRACTOR, THE OWNER, 303-455-1247 G COURSING INTO EXISTING TO AVOID A STRAIGHT LINE JUNCTURE; JOIN AT INSIDE THE ARCHITECT AND THE STRUCTURAL ENGINEER. w SECURITY 4 "NATIONAL AIR" HVAC PACKAGE CORNER WITH VALLEY FLASHING BETWEEN NEW AND EXISTING, JOIN AT OUTSIDE f CORNER WITH NEW PEAK CAP ROOFING PIECES. STRUCTURAL NOTES 1. THE RESTAURANT OPERATOR AND/OR UNIT MANAGER IS/ARE RESPONSIBLE FOR 5. SALAD PREP TABLE AND SINK 3. FLASHING: JOIN AND FINISH NEW TO MATCH EXISTING; REFINISH EXISTING AS FOUNDATIONS - SPREAD FOOTINGS REMOVAL OF ALL FOOD AND PAPER ITEMS FROM THE WORKING AREA AND FOR KEEPING FOOD ITEMS UNDER LOCK AND KEY. THE CONTRACTOR IS RESPONSIBLE FOR 6. "READY ACCESS" SPECIAL SERVICE WINDOWS REQUIRED BY DAMAGE DURING CONSTRUCTION. 1 . BOTTOM OF FOOTING SHALL EXTEND A MINIMUM OF 48" BELOW ADJACENT FINAL i + REPORTING ANY FAILURE OF PERFORMANCE OF THESE TASKS TO THE OPERATOR OR UNIT MANAGER. THIS IS INTENDED AS PROTECTION OF FOOD AND PAPER ITEMS FOR 7. FIVE COMPARTMENT SINK 4 FACE BRICK: JOIN AT CONTINUATION OF PLANE BY INTERLICKING NEW COURSING GRADE THE OPERATOR AND PROTECTION OF THE CONTRACTOR FROM LIABILITY FOR DAMAGE INTO EXISTING WHERE PRACTICAL, BUT NOT IF STRUCTUARAL INTEGRITY OF EXISTING ° TO AND THEFT OF FOOD AND PAPER ITEMS 8. DECOR AND SEATING PACKAGE WILL BE JEOPARDIZED; JOIN AT CONTINUATION OF PLANE BY A CONTINUOUS 2. THE SOILS BENEATH THE FOOTINGS AND SLAB SHALL BE UNDISTURBED NATURAL ° VERTICAL JOINT IS A CLOSE MATCH OF EXISTING BRICK IS NOT POSSIBLE; JOIN SOILS ANY LOOSE AND DISTURBED SOIL SHALL BE REMOVED AND REPLACED WITH ® o 2. IF THE OWNER CHOOSES NOT TO PROVIDE SECURITY GUARDS DURING CONSTRUCTION, AT OUTSIDE CORNERS IN SAME FASHIONS AS CONTINUATION OF PLANE; JOIN AT NON-EXPANSIVE FILL COMPACTED TO 95% STANDARD PROCTOR (ASTM D698). ° ' THE CONTRACTOR IS RESPONSIBLE FOR THEIR PROVISION. THE CONTRACTOR IS TO ITEMS SUPPLIED BY OWNER AND INSTALLED BY OTHERS c k H INSIDE CORNERS BY CONTINUOUS VERTICAL JOINT. ° COORDINATE SELECTION AND HIRING OF SECURITY GUARDS WITH THE OPERATOR AND e o THE SECURITY MANAGER, THERE ARE A NUMBER OF ITEMS WHICH WILL BE SUPPLIED BY THE OWNER AND WHICH ARE 5. STUCCO: JOIN AT CONTINUATION OF PLANE INSIDE CORNERS AND OUTSIDE CONCRETE �!\ a TO BE INSTALLED BY OTHERS. ANY OF THESE ITEMS MAY OR MAY NOT BE INCLUDED IN CORNERS WITH A METAL CONTROL JOINT. THIS JOB: VERIFY THEIR INCLUSION OR EXCXJLUSION IN THESE DRAWINGS. THE 1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT o PROTECTION DURING CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR COORDIMATION OF OTHER'S WORK WITH HIS WORK 6. PLYWOOD SIDING: JOIN AT CONTINUATION OF PLANE INSIDE CORNERS AND 28 DAYS. H OUTSIDE CORNERS WITH METAL TRIM PIECES DESIGNED FOR CORRESPONDING APPLICATION p P T FIXTURES AND EQUIPMENT ARE TO BE COVERED WITH POLYETHYLENE 1 . WALK-IN COOLER 2 REINFORCING STEEL BARS SHALL CONFORM TO ASTM SPECIFICATIONS A615 (60 KSI E F 1 . ALL KITCHEN Q E , SHEETS TO PROTECT FROM AIR BORNE DUST AND FALLING DIRT, INSULATION, ETC 7 PLYWOOD SOFFIT: JOIN WITH METAL TRIM PIECES DESIGNED FOR APPLICATION. MINIMUM YIELD), EXCEPT FOR TIES AND STIRRUPS WHICH SHALL BE GRADE 4 WITH I 2 WALK-IN FREEZER DEFORMATIONS IN ACCORDANCE WITH ASTM SPECIFICATIONS A305 WELDED WRE 2. ALL STAINLESS STEEL FIXTURES AND EQUIPMENT WHICH MAY BE USED TO STACK 8 PAVERS: JOIN BY USING ONLY FULL SIZE UNITS AT JUNCTURE OF NEW AND FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 Ell MATERIALS, TO STAND ON, TO WORK ON, OR IN ANY WAY SUBJECTED TO DAMAGE, 3. REACH-IN REFRIGERATION UNITS EXISTING I.E. REMOVE EXISTING PARTIALS JOIN BY INTERLOCKING NEW COURSING co ARE TO BE PROTECTED WITH PLYWOOD OVER THE POLYETHYLENE SHEETS. INTO EXISTING IF A GOOD MATCH OF PAVERS IS POSSIBLE REPLACE ALL 3. CONCRETE PROTECTIVE COVERING FOR REINFORCING SHALL BE NOT LESS THAN THE ' 4. CLAM SHELL DRILL CUT, DRILLED, CRACKED, BROKEN, OR OTHERWISE DAMAGED PAVERS. FOLLOWING. e O 3. ALL FLOORING, PRIMARILY QUARRY TILE, WHICH MAY BE SUBJECTED TO DAMAGE, IS TO BE PROTECTED WITH PLYWOOD. 5. FILLET STATION 9. QUARRY TILE: JOIN BY USING ONLY FULL SIZE UNITS AT JUNCTURE OF NEW AND A. CONCRETE CAST AGAINST EARTH 3" r EXISTING, I.t. REMOVE EXISTING PARTIALS JOIN BY INTERLOCKING NEW COURSING B. FORMED CONCRETE - EARTH FACE 2" I 4. ALL WALLS, DOORS, FRAMES, COUNTERS, CABINETS, CEILINGS, AND OTHER EXISTING 6. FRY STATION INTO EXISTING IF A GOOD MATCH OF QUARRY TILE IS POSSIBLE. REPLACE C. SURFACES EXPOSED TO WEATHER 2" rm r PARTS OF THE RESTAURANT ARE TO BE PROTECTED BY MEANS APPROPRIATE FOR ALL CUT, DRILLED, CRACKED, BROKEN OR OTHERWISE DAMAGED TILE. D. OTHERS 1 -1/2" THE ITEM. 7. POS SYSTEM 10. CERAMIC TILE. JOIN WITH A CONTINUOUS VERTICAL AND/OR HORIZONTAL JOINT 4. LAP SPLICES SHALL BE 36 BAR DIAMETERS UNLESS NOTED OTHERWISE ON DRAWI�JGS. a 5. DAMAGE IS TO BE REPAIRED OR THE ITEM TO BE REPLACED. 8. HME HEAD SETS UTILIZING ONLY FULL SIZE EXISTING UNITS AND FULL SIZE NEW UNITS AT THE JOINT. 5 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT REINFORCING i o 9. MAC-6 UNIT STEEL SHOP DRAWINGS PROVIDE NECESSARY DETAILS FOR CONTINUITY AT CONCRETE CLEAN UP DURING CONSTRUCTION 1 1 . SUSPENDED CEILING: JOIN AS SHOWN ON DRAWINGS. CONSTRUCTION JOINTS. Vol e 1 . IT IS INTENDED THAT THIS RESTUARANT REMAIN IN OPERATION DURING THE REMOVAL OF DEAD UTILITIES 6 AROUND D`✓ICORNOERS OR C RONER BA S IN SHALL BE PROVIDED TO MATCHCSIIZEIANDUSPACING PERFORMANCE OF THE WORK, TOWARD THAT END NORMAL CONSTRUCTION CLEAN-UP MATCHING TO EXISTING 09 STANDARDS ARE NOT ADEQUATE. 1 IT IS INTENDED THAT UPGRADING OF THOSE PORTIONS OF THE BUILDING DIRECTLY OF OUTSIDE FACE OF HORIZONTAL WALL BARS. °CL INVOLVED IN THIS CONTRACT BE ACCOMPLISHED BY REMOVAL OF EXISTING DEAD 1 . IT IS INTENDED THAT THIS ADDITION AND THESE REMODELLINGS LOOK AS MUCH AS 2. CLEAN-UP OF DEBRIS IS TO OCCUR ON AN ONGOING BASIS DURING CONSTRUCTION UTILITIES AND THOSE WHICH ARE KILLED BY THIS WORK. POSSIBLE, LIKE AN ORIGINAL PART OF THE EXISTING BUILDING, BOTH OUTSIDE 7. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN SLABS OR BEAMS. ca SHIFTS. IT IS NOT TO BE LEFT UNTIL THE END OF THE SHIFT. AND INSIDE. TOWARD THAT END, ALL EXPOSED, NEW MATERIALS SHOULD MATCH AS 2. REMOVE ALL ELECTRICAL, WATER SUPPLY, WATER WASTE, H.V A.C. SUPPLY, CLOSELY AS POSSIBLE THEIR COUNTERPARTS WHICH T HEY ABUT, INERSECT, LAP, 8. ALL CONSTRUCTION JOINTS AS ALLOWED ON THE DRAWINGS SHALL BE PREPARED BY OR TO WHICH THEY ARE JUXTAPOSED ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE D 3. "BROOM CLEAN" AT THE END OF A CONSTRUCTION SHIFT IS NOT ADEQUATE FOR A H.V.A C. RETURN, H.V.A.C. CONTROL, REFRIGERATION, SODA SUPPLY, ANSUL `Co RESTAURANT. FLOORS ARE TO BE MOPPED. FIXTURES AND EQUIPMENT WHICH HAVE SYSTEM AND OTHER UTILITIES SYSTEMS PORTIONS WHICH ARE DEAD OR ARE KILLED EXPOSED UNIFORMLY, LEAVING NO 4 C N TI LOOSENED PARTICLES, OR DAMAGES BEEN INADEQUATELY PROTECTED WITH POLYETHYLENE SHEETS ARE f0 BE WASHED. BY THIS CONSTRUCTION. 2 MANSARD ROOF: MATCH SIZE, SHAPE AND ALIGNMENT OF ROOF PROFILE, MATCH CONCRETE. AS AN ALTERNATE, 2 x 4 CONTINUOUS KEYS CAN BE USED FOR WALLS ARE TO INADEQUATELY WASHED. CATEGORY OF MATERIAL, I.E. CONCRETE TILE, CEDAR SHAKES, ASPHALT SHINGLES, CONSTRUCTION JOINTS. 3 DO NOT REMOVE SYSTEMS WHICH ARE f0 BE KILLED AS A RESULT OF RELOCATIONS ETC.; MATCH SIZE, SHAPE, COLOR AND TEXTURE OF ROOFING; MATCH COURSING OF 4. IS THE OWNER CHOOSES NOT TO PROVIDE A SEPARATE CLEANING CREW DURING UNTIL THE RELOCATION IS COMPLETE AVD IN OPERATION ROOFING; MATCH FACIA BOARD SIZE AND ALIGNMENT. 9. ANY STOP IN CONCRETE POUP SHALL BE MADE AT CENTER OF SPAN OR AT CENTER OF 6 CONSTRUCTION SHIFTS, THIS EXTRAORDINARY CLEANING IS TO BE HANDLED SUPPORT. VERTICAL BULKHEADS WITH HORIZONTAL KEYWAYS SHALL BE USED. DIRECTLY BY THE CONTRACTOR AND INCLUDED IN THE CONTRACT. THE CONTRACTOR 3. CAP FLASHING VALLEY FLASHING FASCIA FLASHING GUTTER AND SOFFIT LIGHTING: 1S RESPONSIBLE FOR COORDINATING CLEAN-UP WITH THE OWNER. WEATHERPROOF/LEAKPROOF JOINTS MATCH SHEET METAL WITH EQUAL OR HEAVIER GUAGE, MATCH PROFILE AND 10. CONTINUOUS BARS IN GRADE BEAMS SHALL BE SPLICED AS FOLLOWS: ALIGNMENT; MATCH FINISH TYPE AND COLOR. 5. TRASH DUMPSTER TO BE PROVIDED BY CONTRACTOR, TO ACCOMMODATE CONSTRUCTION 1, IT IS INTENDED THAT THIS ADDITION AN) THESE REMODELLINGS PROVIDE A FINAL A. TOP BARS ® MID SPAN REMODEL. STORE 4264 COURSING AND PATTERN; B. BOTTOM BARS DEBRIS. PRODUCT WHICH IS WEATHERPROOF AND LEAKFREE. DETERMINE PROPER MATERIALS 4 FACE BRICK: MATCH SIZE, COLOR AND TEXTURE; MATCH . @ SUPPORT AND METHODS TO ACCOMPLISH THAT FDR THIS PARTICULAR BUILDING MATCH JOINT SIZE AND MORTAR COLOR. 2171 N. FRONTAGE RD. 6. EXISTING KITCHEN EQUIPMENT WHICH IS TO TO BE DISCARDED IS TO BE TIMBER VAIL, COLORADO - RESPONSIBILITY OF CONTRACTOR. 2. ROOFING: THE NEW BUILT-UP ROOF AND THE NEW MANSARD ROOF ARE TO BE JOINED 5. STUCCO: MATCH FINISH FACE ALIGNMENT, HORIZONTAL CONTROL JOINTS AND ANY WITH THE CORRESPONDING EXISTING RDOF, SO AS TO BE WEATHERPROOF AND LEAKFREE. DECORATIVE MEMBERS; MATCH EXISTING THICKNESS AS A MINIMUM, MATCH TEXTURE/PATTERN AND COLOR, 1 . ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN 3. FLASHING THE NEW FLASHINGS ARE TC JOINED WITH THE EXISTING FLASHINGS, H SIZE, THICKNESS, TEXTURE/PATTERN AND WOOD SPECIES; SPECIFICATION, 1982 EDITION SO AS TO BE WEATHERPROOF AND LEAKFREE. 6 PLYWOOD SIDING. MATC MATCH FINISH FACE, VERTICAL JOINT, AND HORIZONTAL JOINT ALIGNMENTS; MATCH 2. NO LUMBER SHALL BE USED WHICH DOES NOT APPEAR TO CONFORM TO THE PROPER 4. GUTTERS, THE NEW GUTTERS ARE TO EE JOINED WITH EXISTING GUTTER SO AS ANY DECORATIVE MEMBERS; MATCH FINISH TYPE AND COLOR. PLYWOOD IS TYPICALLY DIMENSIONS AND/OR GRADES ALL MACHINE STRESS PATED LUMBER SHALL BE TO BE LEAKFREE. T1 11 . CLEARLY SPELLED OUT IN THE GRADING STAMP, "MSR"; AND THE FIBER STRESS SHALL ALSO BE RECORDED IN THE GRADE-MARK. 5. SOFFITS AND WALLS: THE NEW SOFFITS AND WALLS ARE TO BE JOINED WITH THE 7 PLYWOOD SOFFIT: MATCH SIZE, THICKNESS, TEXTURE/PATTERN AND WOOD SPECIES; EXISTING SOFFITS AND WALLS SO AS TO BE WEATHERPROOF AND LEAKFREE MATCH FINISH FACE AND HORIZONTAL JOINT ALIGNMENTS; MATCH ANY DECORATIVE 3. ALL LUMBER SHALL BE VISUALLY GRADED AND SHALL HAVE A MOISTURE CONTENT OF MEMBERS; MATCH FINISH TYPE AND COLOR. PLYWOOD IS TYPICALLY T1 .11 . 19% MAXIMUM AND 7% MINIMUM. THE LUMBER TYPES ARE AS FOLLOWS' 6. OTHER: ANY OTHER NEW MATERIAL WHCH JOINS WITH EXISTING, CREATING POTENTIAL FOR WEATHER/WATER PENEIRATION, IS TO BE JOINED SO AS TO BE 8 PAVERS- MATCH TYPE OF MATERIAL, LE BR!CK PAVERS, QUARRY TILE, CERAMIC A. WALLS: STUD WALLS AND PLATES SHALL BE DOUGLAS FIR LARCH "STUD" WEATHERPROOF AND LEAKPROOF PAVERS, ETC,; MATCH SIZE, SHAPE, COLOR AND TEXTURE; MATCH VERTICAL GRADE STANDARD SPACING: 2 x 4 @ 16" O.C. ALIGNMENT AND SHAPE (REQUIRES CORRECT ALIGNMENT OF CONCRETE BASE); MATCH COURSING AND PATTERN; MATCH JOINT MATERIAL (IF ANY) AND COLOR. WHEN B. POST WOOD POSTS SHALL BE DOUGLAS FIR #1 REPLACING EXISTING EXTERIOR PAVERS WITH NEW, USE 1/2" OLD TOWN QUARRY 0 PAVERS BY SUMMITVILLE. 4. PLYWOOD SHALL MEET THE REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION 9. QUARRY TILE: MATCH TYPE OF MATERIAL, I.E. ABRASIVE OR STANDARD; MATCH AND SHALL HAVE THE FOLLOWING GRADES SIZE, SHAPE, COLOR AND TEXTURE; MATCH VERTICAL ALIGNMENT (REQUIRES ISSUE RECORD CORRECT ALIGNMENT OF CONCRETE SLAB OR SETTING BED) AND SETTING METHOD; A ROOF SHEATHING: MATCH COURSING AND PATTERN; MATCH JOINT MATERIAL AND COLOR. 1/2" PLC WOOD CDX APA 32/16 WITH 8d COMMON NAILS @ 6". E 10. CERAMIC TILE. MATCH SIZE, SHAPE, COLOR, TEXTURE AND FINISH OF MATERIAL; MATCH FINISH FACE AND HORIZONTAL JOINT ALIGNMENTS; MATCH SETTING METHOD ERECTION OR USE MASTIC; MATCH JOINT MATERIAL AND COLOR. 1 . THE DRAWINGS ILLUSTRATE THE COMPLETED-STRUCTURE WITH ALL ELEMENTS IN 11 . MARLITE: MATCH COLOR, TEXTURE AND FINISH OF MATERIAL; IF THERE IS NO THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR, EXISTING MARTILE FOR COLOR MATCHING USE "POLAR WHITE"; MATCH FINISH FACE IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY AND HORIZONTAL JOINT ALIGNMENT. BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. DRAWN C.A C. 12. SUSPENDED CEILING: MATCH SIZE, COLOR, TEXTURE/PATTERN AND FINISH OF PANELS, MATCH COLOR OF TEES; IN LIEU OF MATCHING PANELS AND TEES USE CHECKED M.W R. PRODUCTS CALLED FOR IN "SPECIFICATIONS FOR THE 86 SERIES STANDARDS BUILDINGS"; 8904 MATCH VERTICAL ALIGNMENT: MATCH HORIZONTAL JOINTS ALIGNMENTS. PROJECT NO. DATE 26 APRIL 1989 SHEET TITLE GENERAL NOTES SHEET NUMBER A 4 f ' i r ROYBA- ASSOCKES ARCHITECTURE / PLANNING A PROFESSIONAL CORPORATION 2839 WYANDOT STREET DENVER, COLORADO 80211 303-455-1247 AP1 (EXISTING IN BASEMENT) c C —36,38 PASS & SEYMOUR #44 0 (EXISTING) J 3#10 C J W/WIRE GUARD & 1 -40W A19 ® o a THHN, 1/2"C o C) Li c EXISTING o 0 J J FIXTURE - TO BE LP-41 (EXISTING SPARE)-.,, REMOVED o 0 2#12—CW—THWN, 1/2C J O a E 0 u Z J n N J J COLUMBIA #5PS-4F-52-142 W/2—F4DWW/RS/WM 3 AP 1 —40,42 ` 3#10—CU- RELOCATE J THHN J J 0 El J N C V � V JUNCTION BOX 00 FOR HAND DRYERS wE c o ov E ° n tv w c o o c u c c °a. u v to rn� c o vr� a c_ �v 0 C at u� u a, REMODEL. STORE #4264 2171 N. FRONTAGE RD. VAIL, COLORADO Li COLUMBIA #5PS-4G-52-142 W/4—F40WW/RS/WM LP-39(EXISTING SPARE) COLUMBIA #5PS-4G-52-244 2#12—CU—THWN, 1/2i'C W/4—F4OWW/RS/WM ISSUE RECORD J J J =f iF -TI �f TT- If DRAWN C.A.C. II II II II II II II II II II II II CHECKED H.S. PROJECT NO 8915 II II I) II I) II I) I) II I) I) ( DATE 1 SEPTEMBER 1989 I� II II I) II I) II II I) II II II SHEET TITLE ELECTRICAL N ELECTRICAL FLOOR PLAN FLOOR E1 SCALE: 1/4'' = 1 '0'' - PLAN SHEET NUMBER E 1 z .� ►�° - -- -_ ONNECTION SCHEDULE F� � - - ---- - -- ----- --- ----- - ---- --- PLUMBING FIXTURE C ROYD A I SC ---------- - --- ----- ----- ------- I � G� � ' _, _ -- -----_---- - ------ --- -- - ��- ,\ DESCRIPTION W V CW HW F.V. WATER CLOSET 4" 2" 1" MSOCKES PIR 11 )�/ � F.V. URINAL 2" 1-1/2" 3/4" ARCHITECTURE / PLANNING E + .gyp �iG'� �� p� ��s�'�J � MOP SERVICE BASIN 3" 1-1/2" �/2" 1/2" A PROFESSIONAL CORPORATION (� �.�• Rssv y _K 'ca�� v c� LAVATORY 1-1/2" 1-1/2.. 1/211 1/2'1 2839 WYANDOT STREET v DENVER, COLORADO 80211 ' �2�h fA�� ,,,,�. FLOOR DRAIN 2" 1-1/2" - - s� �� f� E vI(-�PEGV r 1 p►L /[V�i.�-1 �L ` �� G I; (E) 2" FLOOR DRAIN ( ) - -L--- - -- -- --- -- - 5 - - - - -- 303-455-1247 (E) 3„ W STA CK(E) WALL HYDRANT 1 eU (E) 2„ V RISE TO 2" VTR (N) CAP l i - - - DEMOLITION KEYNOTES G) 3, I (E) 3„ CO ._.�tl 2 , REMOVE CW RISER (E) 2„ I I I I I _ ❑ (E) 3 ) -~-0 R CLOSET AND ALL r -------- -- - -- - ___ _+-- -- - -y(E) 3'---- ---- --- -- ---- ----- ------- -- I I 3/4" \ 4„ 2❑ REMOVE WATER - - -- ------ --- - - c - - - DN THRU BASEMENT SLAB I � 4' � 4 10 RELATED PIPING 1 �i I -- ----- - I i \" I 3 REMOVE URINAL AND ALL RELATED PIPING o / •1 / \E CO Y /L�\ 4„ C0 4" W 3 4" 180°F HW = I NCO I I �E� 3/4„ 120° HW 5 �(� �4"vv (E) 3" CO I 1 / , /� REROUTE 3/ C / REMOVE VENT RISER G� �I�"' j I I (E) 3" CO - (E) 3/4"- k 3/4" 120°F HW TO AVOID WC-2 n I j 1 E 3/4" CW °-� --- -�1 l ❑ ® o 0 e 0 + • h ~ I -- °` we 2 I I �---� JANITOR 8 10 5 4' ;r-� 5❑ REMOVE PIPING SHOWN "X-ED", TYP e U �y I I / ��T• I I (N) CAP 1n I { /_ MSB-1 l 4 X��-® © REMOVE LAVATORY AND ALL RELATED °a m (E) 3/4" 1-1/2„ I -- 2" G° WOMEN _<�� I -- - PIPING o 1" CW UP OFF 1-1/2" CW HEADER TO --(N) 3/4 I i I I I 2 ❑7 REMOVE WASTE RISER c 1-1/2"\ E 2" FLOOR DRAN III 9 0 ,! Q. A SHOCK ABSORBER, 2URN 1-1/2" III I O ll I I r 'r i I Z-1700-300 W/GATE i, OIL C� WC-1 �� L=1 -L=1 - 3" / I I \\ 0r fIP D _ -_- MAIN FLOOR - 1 �� I E E 3/4" 180° HW 5 REMOVE (Ej FLOOR SINK TRAP AND u / VALVE LOCATE BELOW j �E� 3/4" 120° HW \ o STORE F R RE-USE o �j I I I I 1- -I E 1" CW \ 1" CW TO WATER CLOSET, TYP Intro--c u n n I 1_1�„ I ° -- \\ 9 REMOVE E DBL COMBINATION ABV 00 -- --- FLOOR o 10 REMOVE (E) VTR, ROOF REPAIR to � I I °� X 4 BY GENERAL CONTRACTOR E Q O 10 0IP� { - - (E) 2„ FLOOR DRAIN UU-1 3" UU-1 - - _ 1/2" H k CW TO x O 1 \\ 3/4" CW TO U=1, TYPICAL _ e 4„ �---�-� ��Al- �� L ! I o 13/4" I \ I e�vaTo>`r,T'IT (E) 1/2" H do CW g 2 \\ y G,A r I I WC-2 I . I I 6 \\ d 1D �.J I I (( 1�1 I 31 4" --- V O KITCHEN I• EN SEE PLUMBING ISOMETRIC "L=1 L-1 I I FOR ALL PIPE SIZES IN -I I 5 t A I THIS AREA I I2 FD-1 I' i (E) 1-1/2" V RISE \\ 3 NDTE s RE MDV E I WATER ME'ffc R Ahl D I- -- \\ (E) 3" W BELOW - -�( 7 �c-(E) 3" E) 4" BUILDING o _; (N ISOLATION GATE BASEMENT SLAB I t (E) 4" CO EWER I VALVES, TYPICAL \\ I I (E) 2" V RISE i __1--�� (E) 4" u PM,4,*URE REDLJC_1MLq 1/AI-VE° I t IZETURW WATEP, Mle-rIE Z To --! � II (N) CAP \\ � L OLJ1 L ►•DATER f7iLPT. �R GREDIT, t (E) 2" FLOOR DRAI (E) '�" I I I I - T I 2-1/2' 4., \ I �- II � (E) 4" W STACK (E) 2„ VENT RISE I - > (N) CAP MEN \\ (E) 3„�- �I (E) 2„ I 9 G--- o E 4 \\ t I ' l O \� (E) 2„ rS,NF J-�� l' HAND I I I- - -- O-ScQ -_ _- -__ \-- - - t -- I (E) HAND SINK i \\ / C - 7� - - _� E 3" CO ) 3 ---- ----- i /`-(E m (E) 4" W BELOW BASEMENT SLAB (E) 4" BUILDING�J t �E)1-1/2" -- - - TO CLOTHES WASHER � „-� (E) 3., I (E)/Y „ j I ER (E) 3„ 0 I WATER SERVICE_ ENTRY ISOMETRIC I i - °° (E) 2" BELOW BASEMENT SLAB j I 7 . (E) 3/4" 120° HW �o E HAND SINK / \\f'i % I (E) 1" CW 80° HW c E NO SCALE --- O o �-I ((E)) 2" CLOTHES WASHER I O ov ' STAND PIPE E S NOTE ALL HORIZONTAL W,STE PIPING ��I • PLUMBING GENERAL NOTES i AND DISTRIBUTION IN FL PIPING IS (E) 3" 7DI PARTIAL PLUMBING I i LOCATED BELOW MEIN FLOOR IN f 1. Sae McDonalds Corporation Master Specification for all plumbing requirements. In the event BASEMENT CEILING SPACE (E) WASTE (E) 3/a" 120° HW j N o PIPING BELOW BASIMENT SLAB IS (E) '/41/�SOCHW of a disagreement between that document and this drawing, the more stringent requirement SHOWN WITH A DOIBLE LINE SEE E 1" CW I , , , (E) 3/4" 2 DE M 0 L I T I 0 N F LO 0 R PLAN as shall govern. Include all costs in bid. PLUMBING E ROURC FOR CLARIFICATION I I I EL TRI GAL 36KW { OF ALL PIPE ROUTIdG ELECTRIC WATER j I v N 2. Perform all work in a workmanlike manner, in compliance with all locally enforced building I �_ � codes and standards. Installation shall conclude with a complete, working system, in all I � � (E) 3" W BELOW = � /•---BASEMENT SALE � I � n � SCALE. 1/4" 1 '0�� respects, Avoid interference with other trades working in same areas of the project site. I r z, c If conflicts arise, request resolution from the General Contractor and/or Architect. If any (E) DOMESTIC HOT WATE i I e e information is missing from this drawing (ie: pipe size), request written clari- ! tE required I MPERING VALVE { / L i Weer through the G.C., prior to bid and include all costs 1n bid. fication from the Engi 8 -Y_--_ -fl_ { I (E) J GATE VALVE ` 3. This Contractor shall arrange all required inspections with the appropriate regulatory I, (E) 2" FLOOR DRAIN agency and shall maintain responsibility for compliance with all Codes and Standards which nQ'-`� I )� work Alert Architect in writing of any item not depicted on this drawing in a code I ( �IE I N3/4 MACHINE TO effect (E) ,"' FLOOR DRAIN (E) 2" FLOOR DRAT complying manner. Do not proceed with further work until written response has been received I I 1'I(E) 2"� Pp" ) I from the Architect regarding resolution of code issue. I 4. This Contractor shall maintain full responsibility for all aspects of jobsite safety; ,1 �(E) 3'-- �E) 2" E�°"l I \ ( GI o Engineer and Architect assume no risk or responsibility for methods used by Contractor for I -------------- -�---- �) 3" W DN THRU BASEMENT //oJ REMODEL: STORE #4264 � OOR SLAB � � I ,! �"1 1 1 I \\ U•� �ljf .1AL/ installing work shown on these plans. I p I I I I �(/ (E) 1„ CW i � I • 5. This Contractor shall warrant all work performed by himself and his Sub-Contractors fora � �,I�O ' ��I �\ 4 1J� - period of one year following Owner acceptance of his work, which shall be established by ! I°, (E) 3° Co I �I use Of the newly constructed space. i I (N)1-1/2" CW (E) 2" (0�j,�� I �� I �r� \\ �� N• FRONTAGE RD. 6. This Contractor shall schedule a visit to the site with the Owner prior to bid, to review I ` P0164 I III �i 2 VAIL, COLORADO all existing conditions and ascertain all deviations between this plan and existing condi- tions. Include all costs in bid. - - - - ----- -- - - - - -- -- -- - - - - -- --- - ---- i UZ. 7. Do not scale plans. Take all measurements from actual field conditions. f ; I I j l t ��, I�MC ♦ /��'�y It/A' routing of all phases of his con- I I r-(E)2" 8. This Contractor shall be responsible for coordinating 8 struction. --- hO RE which an modifications have been made in compliance with the latest 9. Test all piping in h y -- - - ` - edition of the governing building code. !I 't --- ovide sleeves at all piping penetrations of concrete floor or wall construction, I " WATER METER Gr •1o; . 10. Pr P I REMOVE (E I ((E)) 2" RISE TO I V Z�i / . \ tl�+ P `�\ I �// Q ��0 • 11. Provide dielectric unions at any piping connections of dissimilar metals. it (' AND PRESSUIE REDUCING VALVE (E) 2" VTR / 12. All piping shall be supported by pipe hangers of similar material as piping being supported. it{I Suspend from building structure with spacing of hangers not to exceed requirements of the CUSTOMER SERVICE A E i M latest edition of the governing building code. Do not use wire or perforated metal strap III ( ' 11� �I � Q �Ijy ' e •� to support piping. Do not rest piping on any part of building structure for support. I DINING AREA I IItI:I �, 0� / y'' I L�• I �Q•e• • �� I, t i SEE WATER cERVICE ENTRY ISOMETRIC •� 13. This contractor shall maintain full responsibility for all damage causeA by leaks in piping Ii I FOR NEW 1-1/2" WATER METER REQ'TS I A �t' �►a� an wa All Damage shall be repaired or replaced I „ IN BASEMENI CLOSET BELOW , •3 I� )#/a ��/��- � systems which he has built of modified in y y 8 ( ) I �E to the satisfaction of the Owner. &NIECTIONT -ti 14. Install all piping true and plumb, parallel or perpendicular to building construction. Use �� I � only new materials, clean and free of rust: / f E 1-1/4., I i � 15 P.C. shall utilize pipe materials as follows: Sanitary soil, waste and vent piping beidw fill O • Class B ASTM A74-75 With elasto- �i I (E 2-1/2" IS TO BASEMENT FIRE i h / �I r t' , ISSUE RECORD ground and inside building: Service weight cast iron, 564-65T fittings corresponding to pipe material in size and class; S�RINKLER FEAD SYSTEMh merit joints, ASTM C 8 2" DN THRU � 1 Sanitary soil, waste and vent above ground and inside building: ASA Group 022 type SV no- I -F S BASEMENT SLAB hub cast iron conforming to CISPI Standard 301 with no-hub fittings and joints, stainless (E 4" WATER DN -- - -------- - - `- - - ------ -, j steel gasket and clamp assemblies, (where desired by Contractor and allowed by governing UU BASEMENT SLAB - Cl - - _ t L-______--__ ____1 --- -- --- -- /,l3� ��LP�1, building officials, sanitary soil, waste and vent piping above ground and inside building I `G' may be type DWV PVC piping. fittings and joints, or other approved plastic piping material); /l �i Domestic water above ground and inside building: Type L seamless copper tubing, ASTM B88-70, [�� If� �Q � ,�P. hard drawn, wrought copper or bronze solder joints, pressure type fittings, ANSI B16.22, '1'" t i ASSUMED LOCATION �� 95% tin-5X antimony solder per ASTM B32-70. OF (E) 4" WATER SERVICE BELOW 16. P.C. Shall slope all waste piping at a minimum 1/4" per lineal foot towards drain, and GRADE shall slope all vent piping at 1/8" per lineal foot toward its trap. Field verify (E) invert e,� � r prior to starting work. Maintain head height below basement piping as high as possible. i `E)%�� a�ltl� R Adjust invert of (E) 4" elbow as required to accomodate new piping connection as shown on C.A.0 plans. �a1(� �.GD DRAWN I+G D.R 0. 17. New water meter installation shall be in compliance with all requirements of the local I 'i CHECKED water department. Include all costs in bid. i f 89 t� I { PROJECT N0. 18. All sawcutting, excavating and backfilling shall be performed by P.C. for installation of ' new plumbing piping; concrete floor patching shall be performed by G.C.. I ' DATE SLFT I Q 19. Provide sheet metal drain pan below all piping run above food storage, food preparation or electrical equipment. Provide 3/4" copper drain line from drain pan to nearest approved indirect waste receptacle. PLUMBING FLOOR P ' • SHEET TITLE 20. All hole drilling for pipe hangers or floor and wall penetrations shall be by P.C.. i 4 21. (E) - Existing; (N) - New; ® Point of connection, new to existing. 22. G.C.- General Contractor; P.C.- Plumbing Contractor. P 1 SCALE. 1/4" = 1 '0" 23. All plumbing penetrations of required fire rated construction shall have the annular space PLUMBING p PLUMBING ISOMETRIC- Standard around the penetration sealed with a fire barrier sealant meeting the requirements of U.L. t 1479 and ASTM E 814. Install sealant in full compliance with manufacturers standard FLOOR installation instructions. I 24. Insulate domestic hot and cold water piping with snap on type fiberglass pipe insulation I NO SCALE PLAN with self sealing all service jacket, flame retardent. All valves and fittings shall be l ' insulated with molded or mitered 1/2" thick fiberglass, finished with a brush coat of B.F. 30-35, 6 oz, canvas and a second coat of sealant. No staples shall be used on cold water INTEGRATED pipe insulation. If,allowed by governing code official, premolded PVC pipe insulation fit- tings may be used on elbows and miscelaneous pipe fittings. MECHANICAL SHEET NUMBER 25. PLUMBING FIXTURE LIST: WC-1: Kohler Wellcomm K-4250-ET, white, Sloan Royal 110-YBYC-3 flush valve. _ I SYSTEMS, INC. , WC-2: Kohler Highcliff K-4268-ET, white, Sloan (loyal 110-YBYC-3 flush valve, (handicap). U-1: Kohler BFbllll�,�1 K-49'10-T, white, wall carrier, Sloan 1115 flush valve. 3110 Consulting Engineers rth 3110 S Wadsworth Blvd L_1: Kohler Pennington K-2195, white, Chicago Faucet 797A-335, Brasscraft R-1915 A I Suite 304 Supplies and stops, Kohler K-9000 1 1/2"0 offset P-trap, aerator, grid drain, 1/2 --_--- ------' gpm flow restrictor, insulate exposed trap and supplies below countertop with Denver Colorado 80 1/2" thick Armstrong Armaflex AP insulation with field applied white finish. -- --- - - - - -- - - - - ----- - - -- - - - --- ----- - - - - -- -- -- - - 303-985-4545 MSB-1: Fiat MSB-2424. Fiat 830-AA Faucet, Fiat 832-AA mop hose and plate, vinyl bumper- guard E-77-AA, 3"0 P-trap, Fiat 1453-BB stainless steel strainer. :D) ROYBAL D ASSOCIATE ARCHITECTURE / PLANNI A PROFESSIONAL CORPO N e 2839 WYANDOT STREET McDonald s Corporation Inc . DENVER, COLORADO 80211 303-455-1247 0 D � Do .2 ® 2 a 0 0 D 4 Q I O O 0 N 0 U O o 0 O � (D O 00 O _ E ABBREVIATIONS SYMBOLS INDEX OF DRAWINGS ®■ z m 0 N QI R.B. ANCHOR BOLT FRM. FRAME PREFAB. PREFABRICATED DRAWING NUMBER ' ACOUST. RCOUSTICIRL) F.S. FULL SIZE P.T.D. PAPER TOWEL DISPENSER VESTIBULE ROOM NAME ARCHITECTURAL R.C. AIR CONDITIONING FT. FOOT OR FEET P.T.O.R. COMBINATION PAPER TOWEL 1 I - ADJ. DRAWING TITLE R.D. AREA ORRIN FTG. FOOTING DISPENSER AND RECEPTACLE ROOM NUMBER SCALE ADJACENT FURR. FURRING PART. PARTITION ROOM I.D. MARK PI D COVER AND TITLE SHEET R.F.F. ABOVE FINISHED FLOOR A2 1 SCALE RGG. AGGREGATE GA. GAUGE Q.T. QUARRY TILE A REF: --REFERENCE TO OTHER DRAWING A 1 EXISTING/DEMOLITION PLAN ALUM. ALUMINUM GALV. GALVANIZED 27 SHEET NUMBER ALT. ALTERNATE G.B. GRAB BAR R. RISER DOOR MARK L ANGLE G.C. GENERAL CONTRACTOR (R) REMOVE DRAWING TITLE MARK A2 PARTIAL PLANS AND E L EVAT I 0 N S 4D APPROX. APPROXIMATE G.F.R.P. GLASS FIBER REINF. PLASTER RAO. RADIUS Z o 0 ARCH. ARCHITECTURAL) GL. GLASS REV. REVERSEID) REVISION MARK r- -� A3 PARTIAL PLANS AND DETAILS E o ASS. GNO. GROUND A.B.ASPH. ASPHALTTS GAD. GRADE R.D. ROOF ER OOFEORRNE E o G.S./ GALVANIZED STEEL RE: REFERENCE) T.00. I I EQUIPMENT TO BE REMOVED A4 GENERAL NOTES L� Y BET. BETWEEN GALV. STL. REGO. REQUIRED EL=100'-0" HT. ELEVATION DATUM MARK --I � o 80. BOARD G.M./ GALVANIZED METAL REINF. REINFORCING BITUM. BITUMINOUS GALV. MTL. RFG. ROOFING rno BLDG. BUILDING G.W.B./ GYPSUM WALL BOARD AM. ROOM OPENING 5311 JO JUNCTION BOX STRUCTURAL B.M.G. ROUGH --- - BENCHMARK GYP. BD. GYPSUM R.O.W.R O.W. RIGHT OF WAY EXISTING SPOT ELEVATION DATUM MARK B.D. BOTTOM OF �o S1 STRUCTURAL PLANS , SECTION AND DETAILS BOT. BOTTOM H. 6 S. HARDEN >k SEAL (S) SEALANT tj�� DUPLEX RECEPTACLE BAG. BEARING H.B. HOSE BIB S.R.C. SUSPENDED ACOUSTICAL CEILING ZIN. `u BM. BERM H.C. HOLLOW CORE S.C. SOLID CORE FINISH SPOT ELEVATION DATUM MARK HOBO. HARDBOARD SCHED. SCHEDULE CAB. CABINET HDR. HANDRAIL S.D. SOAP DISPENSER 20 DRAWING NUMBER 2'x4' FLOURESCENT FIXTURE (C) CAULK HDWR. HARDWARE SECT. SECTION PUMBING C.C. CENTER TO CENTER H.M. HOLLOW METAL S.F. SQUARE FEET OR FOOT A3. SHEET NUMBER SUSPE GL CENTERLINE C.M.U. CONCRETE BLOCK H P. HIIGHIZPOINT SH.B P. SHELFNDED GYPSUM BOARD PANELS DETAIL MARK P 1 PLUMBING FLOOR PLAN C.I. CAST IRON HT. HEIGHT SHT. SHEET O THERMOSTAT C.GP. CAST IN PLACE HTR. HEATER SHT. MTL. SHEET METAL REMODEL' STORE #4264 C.J. CONTROL JOINT HR. HOUR S IM. S IM ILRR 2—""'t—DRAWING NUMBER CLG. CEILING S.N.O. SANITARY NAPKIN DISPENSER A6. 1 SHEET NUMBER UH UNIT HEATER ELECTRICAL- CLO. CLOSET I.D. INSIDE DIAMETER S.N.R. SANITARY NAPKIN RECEPTACLE 2171 N• FRONTAGE RD. CLR. CLEAR I.E. INVERT ELEVATION SPEC. SPECIFICATION WALL SECTION MARK CNTR. COUNTER IN. INCH. SO. SQUARE VA I L, COLORADO COL. COLUMN INSUL. INSULATION S/S SERVICE SINK El i ELECTRICAL FLOOR PLAN CONC. CONCRETE INT. INTERIOR S.STL. STAINLESS STEEL EXHAUST FAN CONN. CONNECTION STA. STATION 1 -DRAWING NUMBER CONT. CONTINUOUS JAN. JANITOR STD. STANDARD CONSTR. CONSTRUCTION JST. JOIST STL. STEEL A5. 1 SHEET NUMBER CORR. CORRIDOR JT. JOINT STOR. STORAGE H HEAT DETECTOR CRS. COURSE STRUCT. STRUCTURAL BUILDING SECTION MARK CPT. CARPET KIT. KITCHEN SUSP. SUSPEND(ED) C.T. CERAMIC TILE SYM. SYMMETRICAL CTR. CENTER LAM. LAMINATEID) SYS. SYSTEM SINGLE POLE SWITCH C CHANNEL LRV. LAVATORY LKR. LOCKER T. TREAD 14<Al 0 SHEET NUMBER D.R. DOUBLE ACTING L.P. LOW POINT T. ✓4 B. TOP h BOTTOM DBL. DOUBLE L.L. LIVE LOAD T.B. TOWEL BAR DEG. DEGREE LT. LIGHT T.C. TOP OF CURB 13 ELEVATION NUMBER DEPT. DEPARTMENT L.W.CONC. LIGHT WEIGHT CONCRETE T h G TONGUE h GROOVE D.F. DRINKING FOUNTAIN TEL. TELEPHONE ELEVATION DRAWING MARK OIR./ DIAMETER MGR. MANAGER THK. THICKNESS MULTIPLE VIEW DIM. DIMENSION MAS. MASONRY T.O. TOP OF ON. DOWN MAIL. MATERIAL T.O.B. TOP OF BEAM DRMPPRF. DRMPPROOFING MAX. MAXIMUM T.O.C. TOP OF CONCRETE 1 ELEVATION NUMBER _ ISSUE RECORD DS. DOWNSPOUT MECH. MECHANICAL T.O.F. TOP OF FOOTING A4 1 SHEET NUMBER OTL. DETAIL MEMB. MEMBRANE T.O.FON. TOP OF FOUNDATION ELEVATION DRAWING MARK OWG. DRAWING MTL. METAL T.O.J. TOP OF JOIST N MFR. MANUFACTURER T.O.M. TOP OF MASONRY SINGLE VIEW (E) EXISTING MIN. MINIMUM T.O.P. TOP OF PAVEMENT EXIST. EXISTING MIA. MIRROR T.O.S. TOP OF STEEL EA. EACH MISC. MISCELLANEOUS TOPO. TOPOGRAPHY E.H.D. ELECTRIC HAND DRYER M.O. MASONRY OPENING T O.W. TOP OF WALL NORTH ARROW E.J. EXPANSION JOINT MTG. MEETING T.P.H TOILET PAPER HOLDER REFERENCE EL. ELEVATION MH MANHOLE TV TELEVISION ELECT. ELECTRIC TYP. TYPICAL ELEV. ELEVATOR (N) NEW C.A.C. EMBED. EMBEDDED/EMBEDMENT N.I.C. NOT IN CONTRACT UNFIN. UNFINISHED DRAWN ENCL. ENCLOSURE NO./# NUMBER U.O.N. UNLESS OTHERWISE NOTED CHECKED MAR. E0. EQUAL NOM. NOMINAL UR. URINAL ND RL MATERIALS CONSULTANTS 8904 EQUIP. EQUIPMENT (N.P.) NO PAINT U.G. UNDERGROUND PROJECT NO E.W. EACH WAY N.T.S. NOT TO SCALE DATE E.W.C. ELECTRIC WATER COOLER (V) VERIFY —_ 26 APRIL 1 -- EXP. EXPOSED O.A. OVER ALL VAR. VARIES EARTI FIRE SAFING INSULATION EXT. EXTERIOR O.C. ON CENTER VERT. VERTICAL EXH. EXHAUST O.D. OUTSIDE DIAMETER VEST. VESTIBULE SHEET TITLE OFF. OFFICE V.C.T. VINYL COMPOSITION TILE F.O.S. FACE OF STUD O.F. OUT SIDE FACE V.T.R. VENT THROUGH ROOF MMGRANULAR FILL ACOUSTICAL TILE COVER F.O.P. FACE OF PANEL O.H. OVER HEAD V.W.C. VINYL WALL COVERING F.R. FIRE ALARM OPG./OPNG. OPENING d F.B.D. FURNISHED BY OWNER OPP. OPPOSITE W/ WITH p p a C 0 N CR ETE METAL STUD PARTITION STRUCTURAL PLUMBING ELECTRICAL AND F.S.T. FURNISHED BY TENANT OPS. OPERATIONS M.C. WATER CLOSET F.D. FLOOR DRAIN D.T.D. OUT TO OUT WO. WOOD CONCRETE MASONRY UNIT INTEGRATED MECHANICAL HAROLD SAYER TITLE FL FLOW LINE O.R.O. OVERFLOW ROOF DRAIN WOW. WINDOW ® CONTINUOUS WOOD BLOCKING REDWINE & ASSOCIATES FDN. FOUNDATION W.G. WIRE GLASS SYSTEMS, INC. 3891 WEST WAGON TRAIL DRIVE F.E. FIRE EXTINGUISHER (P) PAINT W.I. WROUGHT IRON 3031 SOUTH VAUGHN WAY SHEET F.E.C. FIRE EXTINGUISHER CABINET P.C. PRECAST CONCRETE W/0 WITHOUT METAL LARGE SCALE SUITE 429 CONSULTING ENGINEERS LITTLETON, COLORADO 80123 F.G. FINISH GRADE PF./PREFIN. PREFINISHED WP. WATERPROOF ( ) m DISCONTINUOUS WOOD BLOCKING AURORA, COLORADO 80014 3110 S. WADSWORTH BLVD. 303-798-1891 F.N.C. FIRE HOSE CABINET P.I.P. POURED IN PLACE M.P.D. WASTE PAPER DISPOSAL 303-337-5878 SUITE 304 FIN. FINISHIED) PL./It PLATE WT. WEIGHT METAL (SMALL SCALE) DENVER, COLORADO 80227 SHEET NUMBER FLASH. FLASHING PLWD. PLYWOOD M.S. WEATHER STRIPPING OR PLASTIC LAMINATE GYPSUM / PLASTER 303-985-4545 FLA. FLOOR PLAS. LAM. PLASTIC LAMINATE W.W F. WELDED WIRE FABRIC FPRF4 FIREPROOFING PLAST. PLASTER FR. FROM PLG. PLUMBING fj fj fj POURED FILL INSULATION PLYWOOD PNL. PANEL PID PR. PAIR INSULATION (RIGID) EXISTING CONSTRUCTION TO REMAIN f ' 4 + _ 4 goy & MSOCLATES ARCHITECTURE / PLANNING A PROFESSIONAL CORPORATION 2839 WYANDOT STREET • DENVER, COLORADO 80211 303-455-1247 AP1 (EXISTING IN 3ASEMENT) c o , C LP AP 1 -36,38 C ] :1 PASS & SEYMOUR #44 E (EXISTING) J 3#10—CU— J W/WIRE GUARD & 1 -40W A19 ` a THHN, 1/2' C � N EXISTING Li 0 J J FIXTURE ' 0 ' TO BE LP-41 (EXISTING SPARE) REMOVED °p a rn _ CA 2#12—CW—THWN, 1/2C J E OO .- m r z m J rl H J COLUMBIA h5PS-4F-52-142 ca W/2—F40WVA/RS/WM c AP 1 -40,42 e W 3#10—CU- THHN RELOCATE J s c J J wm a , m v u OF- JUNCTION BOX FOR HAND DRYERS Po go E °c � o c o c m o,ao u v vI / 11 v'7 c vt vv m u o, REMODEL: STORE #4264 2171 N. FRONTAGE RD. VAIL, COLORADO COLMIA 4 COLUMBIA #5PS-4G-52-142 W/4U F40WW/RS/WM —52-244 V/4—F40WW/RS/WM ._ LP-39(EXISTING SPARE) 2#12—CU—THWN, 1/2"C J ISSUE RECORD DRAWN C.A.C. CHECKED H.S. PROJECT N0. 8904 DATE 26 APRIL 1989 ELECTRICAL FLOOR PLAN SHEET TITLE SCALE: 1/4" = 1 '0" ELECTRICAL FLOOR -� PLAN SHEET NUMBER E 1 s' 4 Iy��•^` ) , ,� „- r * ` " , ' ' ' Y ' Y _ i ' ,N - ,' -- , - ' , SS - `' ' ` ' _ r .. 1 .. r4 ,.L` L, X11;1 a • ' J i - - .. ' i, I ti ' -." ' '..` -•• �' r ' t •a , i l, ` '' , 1 q -a f r , �� ,y- I " ' l ,' �, " - j '' Jr , ' , - ' ' ' ` , „ \ �'` . " + ' l 4 - - , •' ' ` • r - Lt t� Y - . t��l� ' �{//yy f�� y -, y r ' ' r } ' r r r4f•Ilr'Y//��.. .�_------__ —.._._— - �- - - -y�� -- -- PLUMBING FIXTURE CONNECTION SCHEDULE ROYBA- DESCRIPTION� '� W V CW HW r , r �� u u KE �� SOC rol` F.V. WATER CLOSET 4 2 1 - . 1 y :.If �1d� r1�y r . 'F ! F.V. URINAL 2" 1-1 2 ' 3/461 - - , �• ` �� ARCHITECTURE / PLANNING MOP SERVICE BASIN 3 1-1/2 1/2 1/2 A PROFESSIONAL CORPORATION .. / "�� LAVATORY 1-1/2 1-1/2 1/211 1/2 , I. ( ) FLOOR DRAIN 2" 1 1/2" 2839 WYANDOT STREET L (E) 2" FLOOR DRAIN i _ _____Y ____ __-- -----�-----_- —_ _ ____� 3303-455—1 COLORADO 80211 r, (V (� WALL HYDRANT (E) 2" FLOOR DRAIN t 1� ) V RISE TO 2" VTR N) CAP (E) 3" W STACK 5 " °h1 f, tJl� ( ` - — DEMOLITION r I E 3" I ; I I I (E) 3" CO -� �t] REMOVE CW RISER KEYNOTES - _ � �[ - -. ---•�- �` --`=y=- �� f 2[� REMOVE WATER CLOSET AND ALL (E) 3" ON THRU BASEMENT SLAB _ i " (E)�" CO 4' q{.--�]4 1[1O RELATED PIPING C 4" CC 3" CO ° �� j l (E) 3/4" 120• HW 5 ' 1 i t I 6 \ 1' 30 REMOVE URINAL AND ALL RELATED PIPING - �t�l 4 _ ( ) -U �}' REROUTE 3/4" CW. 3/4" 180 F HW, Q (E) 3/4' 180° HW ! � ##q ((EE), 3--CO E 3/4" ( ) WC 2 k 3/4" 120°F HW TO AVOID WC-2 I I E 3/4'° CW \ 1 ® REMOVE VENT RISER c Q -� 4\ 2 5 REMOVE PIPING SHOWN "X-ED", TYP O I!� i � T• (") CAP SB-1 JANITOR I i e — I 1 5 rr ''� —° i5 0 ' V �" ( ( 1/2" - I 4 4 6 REMOVE LAVATORY AND ALL RELATED o y E,/) �� I✓ IIZ P© (E) 3/4" 1-1/2' t � 2' CO WOMEN —� j I i 0 I � -_ _ PIPING o G e �C f (N) 3/4j -- ;_1 ! FD-1 i I r - _ 7 REMOVE WASTE RISER ao �� + SH CCK AP SO BER 1 URNW HEADER TO I \ I( i{III I I I - 2 ❑ v c N I1 0 8 R L \ 1-1/2 i (E) 2" FLOOR DRAIN III v o 'f Z-1700-300 W/GATE l/ 0,A �� WC-1 L_1 L=1 3" 5 n8 REMOVE (E FLOOR SINK TRAP AND o yf �DY, L" i MAIN FL LOCATE BELOW \� ,--_ f i �Ej 3/4" 120' HW• STORE F09 RE-USE o _ �p►, �/�I,+fh/� Po •�iJ I I -�; 1 i„ _ �Z �� i E /4CW BO° HW g[] REMOVE (E) DBL COMBINATION ABV ,/nI'' 1" CW TO WATER CLOSET,TYP �- R I - - - - -- FLOOR rn �i Dv J ° �- - -� -- - L'IQ �" �/ ( - I i L1 t��' _— 11 REMOVE (E) V1R, ROOF REPAIR E -, l �l0%J r�lPt i I / I (E) 2" FLOOR DRAIN { (S U_1 ' ——— e 1 ' /-x-10� BY GENERAL CONTRACTOR E O _ _ �� 3/4" CW TO U_1, TYPICAL 3„� _ _ LAV H d: CW TO� i- N / I 1 u I ! 4„J _ I , u�vAm`rj T11 I ,� ,`X-° - 2 z OA 1A!' I f N 3/4” `�/ i /� (E) 1/2” H do CW 1 I _ u Y" i I WC-2 I I 6 5 -I F ' I t K I�C E SEE PLUMBING ISOMETRIC - - - - I I �T 3/4" t FOR ALL PIPE SIZES IN L_1 ` THIS AREA -� I I r FD-1 I+ - 1 S TE T`IZL�{"�f' E 1,1 �IA'�ER 1`1E'T�R ^I.IC� ` i 1 _ _ I I I ( lE) 1-1/2" V RISE —a \\ -- j (N ISOLATION GATE '- 7 (� 3„ (E) 4" BUILDING r I VALVES, TYPICAL \\ E) 3" W BELOW I �) 2" Y RISE I• - 3 SEWER v 1 j I _1 I ASEMENT SLAB I i I ( (E) 4" C0� (E) PREhhU1ZE RLDtk.ilJi� VALVE. 1 J I _- tZE1'Ui�N WATFCZ M�CT�I�. TO I - (l (N) CAP 4—' Lt*r?j.�L.r' WA?ER. fJi�PT: �R CREQiT, I I I , (E) 2" FLOOR DRAT !(E) 1/2" 1 111 I 2-1/2" { ! (E) 2" VENT RISE i 4" I ,/ i (E) 4" W STACK �� c - » (N, CAP MEN I I I I I (E) Q (E) 2 // o (E) 2„ I \ I L (E) 3" Cp S!N K - - - IF) HAND SINK / \,rte /r-(E) 3" P I I I I -- - ----- ��II---�-- ----- 1'i c W I E i I I (E) 3"� y^i I -' cE) 4' W BELOW BASEMENT SLAB I I (E) 4R BU11LD11NG� I { E)1 " V _ -_ ' �EC'CLOTHES WASHER WATER SERVICE ENTRY ISOMETRIC , I ► (�� (E) 2" BELOW BASEMENT SLAB ' $EWE F) 3" -� ° o ( I I I 3/4 120 HW v o (E) HAND SINK f I (E) 3/4" 180• HW i { I o ,! -' (E) 2" CLOTHES WASHER I i I I E 1" CW c u t NO SCALE f (E) 1-1/2" STAND PIPE E� INOTE. ALL HORIZONTAL WASTE PIPING I �v PLUMBING GENERAL' NOTES AND DISTRIBUTION WtTER PIPING IS (E) 3" ' PARTIAL PLUMBING LOCATED BELOW MAIL FLOOR IN 1 1. SAe Mc'Donalds,•Corporation Master Specification for all plumbing requirements. In the event I BASEMENT CEILING S'ACE (E WASTE JEJ 3/4" 120° Hw c of a disagreement between that document and this drawing, the more stringent requirement f PIPING BELOW BASEMENT SLAB IS E 3/4" 180° HW I H SHOWN WITH A DOUIiE LINE SEE E 1" CW (E) 3/4" I rna r shall govern. Include all costs,in bid., •- i PLUMBING ISOMETRIC FOR CLARIFICATION E 1-1/2" CW + + r+ { i E) 110 GAL 36KW o manner, in Compliance with all locally enforced,building OF ALL PIPE ROUTIN; I I ELECTRIC WATER „ I ; 2 DEMOLITION F PLAN r 2. Perform allTwork in a ma e p + ( I codes and standards. Installation shall conclude with a cor�plete, working sys tem. in all I /�/� (( respects.° Avoid interference with other trades working in same areas of the project site. i I 'G 9EA)SEMENr SA�e ` / ' SCALE. 1/4" — 1 '0" If conflicts arise, request resolution from the General Contractor and/or Architect. If any + I ' u re in ormation is missing from this drawing (ie: pipe 'size), request written clari- (E) DOMESTIC HoT wATE� ( 1 c TE u a req i d f _ ficatioa from the Engineer through the G.C., prior to bid and include all costs in bid. MpERING VALVE t n3, This Contractor shall arrange all required inspections with the appropriate regulatory __= (E) GATE VALVE agency and shall maintain responsibility for compliance with all Codes and Standards which I I II- i ' ' (E) 2" FLOOR DRAIN I � I i Architect in writing of any item not depicted on this drawing in a code i i I j effect work. Alert Archi g � { E) 3/a" CW ON TO A I work until written response has been received ' II I (E) 2'FLOOR DRAIN (E) 2" FLOOR DRAT I + , complying manner. Do not proceed with further o i I II(E) 2„� I ( RINK MACHINE from the Architect regarding resolution of code issue. ( Z I 2 I,� � �� , I I ! ; i 1 4, This Contractor shall maintain`full responsibility for all aspects of jobsite safety; � ��1 ` Engineer and Architect assume no risk or,responsibility for methods used by Contractor for i 1 II� ;_ --- L--- -- ��-y--- ( ' installing work shown on these plans. - I (E) 1/2” � -- — ' � FLOOR SLAB THRU BASEMENT I � + � �� )�.� ' 5: s This Contractor shall warrant all work performed by himself and his Sub-Contractors for I I III L I I (E) 1" cw I I i I �. 1+ i I ��,, 1`' �� V� �J►L' REMODEL: STORE #4264 -..� .- period of one year-fallowing Owner acceptance of his work, which shall be established by ! �y (E) 3° co i I I i ' ��x'I�r� " i• �� L �QI `_, ,.fise of the newly Constructed space. i ll II chedule a visit to the site with the-Owner prior to bid, to review (N)1-t/2° CW_J 2" I (P 0*,4i � `�` �1/� ►V N• FRONTAGE RD. 6. This Contractor shall s I ! •(G �I all existing conditions and ascertain all deviations between this plan and existing condi- 1PQ�N VAIL, COLORADO tions. Include all costs in bid. r + 1 measurements from actual field Conditions. ' �Ily , T. Do not scale plans. flake all e , 8. , This Contractor shall be responsible for coordinating routing of all phases of his con- I (E) 2' struction. __ 9, Test all piping in which any modifications have been made incompliance with the latest _-_-___-__ �j - I �►rj (�y edition of the governing building code. 10. Provide sleeves at all-piping penetrations of concrete floor or wall construction. I II r Imo' r _ I REMOVE E) 1"WATER METER �E 2" RISE 70 , � � � 11. Provide dielectric unions at any piping connections of dissimilar metals. , II AND PRESSURE REDUCING VALVE �E3 2.,VTR 12. All piping shall be supported by pipe hangers of similar material as piping being supported. I I ` Suspend from building structure with spacing of hangers not to exceed requirements of the I CUSTOMER SERVICE AREA Ir H latest edition of the governing building code. Do not use wire or perforated metal strap I + III I I I , ( �` �� If} to support piping. Do not rest piping on any part of building structure for support. I 01/� 4 L > .4 I 13. This contractor shall maintain full responsibility for all damage caused by leaks in piping I I I�;, �-SEE WATER I/Z" WATER ENTRY ISOMETRIC I DINING AREA j I a� r 1 I systems which he has built of modified in any way« All Damage shall be repaired or replaced I j ' INOBASEAIENT1dOSET BE OW ER REO'TS II ter' �+ . ,W 1 i E FIRE DEPT ( + I ��fi , , Ce eft;CI01 1 I ,}�f r �" .I to the satisfaction of the Owner, ((d) l g, I I C6NNECTiON I (E) 2"14. Install all piping trite and plumb, parallel or perpendicular to building construction. Use - 1� only new materials, clean and free of rust. 15. - P.C. shall utilize pipe materials as follows: Sanitary soil, waste and vent piping below f ii (E) 1-1/4" Class B ASTM A74-7S With elaste- If ground and inside building: Service weight cast iron, , (( 2-1/2" FS TO BASEMENT FIRE I � �v (!C � � j merit joints,, ASTM C 564-65T fittings corresponding to pipe material in size and class, 1,� WRINKLER HM SYSTEM Sanitary soil, waste and rent above ground and inside building: ASA Group 022 type SV nb- `L I (E) 2° DN THRU i-I i i hl� � t� I ISSUE RECORD —F 5 -- ASEMENT SLAB -I �,►� 3 hub cast iron conforming,to CISPI Standard 302 with no-hub fittings and joints. stainless ! (E 4" WATER ON - -- ---- - - - -- f steel gasket and clamp assemblies, (where desired by Contractor and allowed by governing { t�RU BASEMENT SLAB building officials, sanitary soli, waste and vent piping above ground and inside building �GPP LV E \ �� • may be type DWV PVC piping, fittings and joints, or other approved plastic piping material); ' ' Domestic water above ground and inside building: Type L seamless copper tubing, AS TM B88-70, { I hard drawn, wrought topper or bronze solder joints, pressure type fittings, ANSI B16.22, ' I I �� I j,,,�l� •fP� ASSUMED LOCATION E 'l'r ( r' 95% tin-5% antimony solder per AS D1 832-70. I OF (E 4" WATER ` SERVICE BELOW h� s 16. P.C. Shall elope all waste piping at a minimum 1/4" per lineal foot towards drain, and I GRADE u shall slope all vent piping at 1/8" per lineal, foot toward its trap. Field verify (E) invert I I prior to starting work. Maintain head height below basement piping as high as possible. ,+ �. " o comodate new piping connection as shown on I i � R 7tdjust invert°of (E) 4 elbow as required t ac p p S , r plans. ' I r CE �k (�� /J C A.C. 1 CI�L�1 ,�e DRAWN 17. New water meter installation shall be in compliance with all requirements of the local ' water department. Include all costs in bid. ; CHECKED 8 18.'' All sawcutting, excavating and backfilling shall be performed by P.C. for 'installation of I I PROJECT NO. 4 new plumbing piping; concrete'floor patching shall be performed.by G.C.. I I ` 19, Provide,sheet metal drain pan below all piping run above food storage, fond preparation or I DATE { electrical equipment. Provide 31411 copper drain"line from drain pan to nearest approved f /{► indirect waste receptacle, i PLUMBING FLOOR PLAN 20. All hole drillizig for pipe hangers or floor and wall penetrations shall be by P.C.. " SHEET TITLE 21. E - Existing; (N) New; _ Point of connection, new to existing. I I I �i .Y � 22, G.C.- General Contractor; P.C.- Plumbing Contractor. ' I p 1 SCALE: 1/4" = 1 '0" P 11 23. All plumbing penetrations of required fire rated construction shall have the annular space I I PLUMBING around the penetration sealed with a fire barrier sealant meeting the requirements of U.L. I I I = Standard 1479 and ASTM E 814. Install sealant in full compliance with manufacturers standard PLUMBING I instructions. i I I FLOOR 24. Insulate domestic hot and cold water piping with snap on type fiberglass pipe insulation ' ,a with Self sealing all service jacket, flame retardent. All valves and fittings shall be I I l NO SCALE ._ insulated with molded or mitered 1/2" thick fiberglass, finished with a"brush coat of B.F. j I PLAN ;30-35. 6 oz,-canvas and a second coat of sealant. No staples shall be used on cold water I pipe insulation. If allowed by governing'code official, premolded PVC'pipe insulation fit- i INTEGRATED { tines may be used on elbows and miscelaneous pipe fittings. 1 25. PLUhBING FIXTURE LIST: I I I MECHANICAL SHEET NUMBER WC-1; Kohler Wellcomm 9-4250-ET, white, Sloan Royal 110-YBYC-3 flush valve. t I c WC-2:, Kohler Highcliff K-4268-ET, white, Sloan Royal 110-YBYC-3 flush valve, (handicap). III I SYSTEMS, INC. I i Consulting Engineers ' Uhl: Kohler Bardon K-4980-1, white, wall carrier, Sloan Royal 186-Y$YC flush valve, � { L-l: Kohler Pennington_K-2195,• white, Chicago Faucet, 797A-33,5, Brasscraft R-1915 A I 3110 S. Wadsworth Blvd. I � Suite 304 I _ Supplies end stops, Kohler K-9000 1 1/2"0 offset P-trap, aerator, grid drain, 1I2 I _-_ _ __- _ _ gpm flow restrictor. insulate exposed trap and supplies below countertop with I `----- -- --_-'- Denver, Colorado r. I/2" thick Armstrong Armaflex AP insulation with field applied white finish., ---- --- ------ - ------ ---- ----- ------------�--- --- ---- -------- - `---------' --� -------�-------- -- -__�___ _----_----___-__ _.._------- ---- - __.�------_--_-- - ----__-._._ +ca 303.985-4545 MSB-1: Fiat MSB-2424, Fiat 830-AA Faucet; Fiat 832-AA mop 'hose and plate, vinyl bumper- guard E777-AA, 3 1'0 P-trap, Fiat 14$3-BB stainless steel,strainer. I - Y ' 4 , 1 i' ROYBAL & WORK NOTES : , MSOCLATES i 1 REMOVE EXISTING DOORS, FRAMES AND ASSOCIATED h HARDWARE ARCHITECTURE / PLANNING F2 REMOVE EXISTING WINDOWS, FRMAES AND ASSOCIATED A PROFESSIONAL CORPORATION HARDWARE REMOVE EXISTING WALL BELOW WINDOW � EXISTING CONCRETE STAIRS TO EXISTING FLOOR SLAB. PATCH & REPAIR FOR N' TO BASEMENT LEVEL NEW TILE FLOORING. 2839 WYANDOT STREET / DENVER, COLORADO 80211 , �- — — — –I 3� REMOVE EXISITNG PARITION WALLS 303-455-1247 EXISTING DOOR I a4 REMOVE EXISTING CERAMIC TILE FLOORS; _ _ PATCH & REPAIR EXSTING SUBFLOOR TO I TO REMAIN / — �' \ I PROVIDE ACCEPTABLE SURFACE FOR LAYING NEW CERAMIC TILE. ❑5 REMOVE EXISTING PLUMBING FIXTURES, PLUMBING ROUGH–INS, TOILET ACCESSORIES 0 6 5 I I I AND TOILET PARTITICNS IN THEIR ENTIRETY ; PATCH AND REPAIR CONCRETE FLOOR SURFACE Q �-- 4 — 3 ( TO ACCOMODATE NEV CERAMIC TILE. o IL _JI II SURFACE FOR NIEW WALL TILED REPAIR EXISTING c f II R 0 cl �7 ROOF OVERHANG ABOVE TO ABOVE TO REMAIN o u c 1 8] EXISITNG MASONRY WALL TO REMAIN o I I 3 ❑4 I I o 9E EXISITNG WALLS TO REMAIN. E — 10 EXISTING CUSTOMER SERVICE COUNTER TO REMAIN. ' 1 REMOVE EXISTING CONCRETE SLAB AND EXISTING WOOD DECKING AS REQUIRED TO ACCOMODATE NEW CONSTRUTION. 5 4 I o 12 REMOVE EXISTING CONCRETE FOOTING. o 6 r J I I 13 REMOVE EXISTING FA,CIA AND TILE ALONG EXISTING $ iL ROOF LINE WHERE SHOWN IN ORDER TO PROVIDE NEW It I J I I I ROOF EXTENSION STRUCTURAL MEMBERS AND NEW ROOF t AND WOOD FACIA. I a EXISTING CONCRETE GENERAL DEMOLITION NOTES : a I KITCHEN SIDEWALK EE EXISTING MECHANICAL I 1 ) THE GENERAL CONTRACTOR SHALL FIELD VERIFY — — — — — SHAFT TO REvIAIN — — — — I ALL DIMENSIONS, CONDITIONS AND ELEVATIONS ' ° SHOWN, WITH PARTICULAR ATTENTION TO WORK ° 0 I I EXISTING CURB RELATING TO EXISTIf G CONDITIONS THAT WILL BE EXPOSED AFTER DEMOLITION OPERATIONS. THE AND GUTTER CONTRACTOR SHALL NOTIFY THE ARCHITECT IF 8 I DIFFERENT CONDITIONS EXIST, SO DETAILS MAY :2_c r BE MODIFIED IF NECESSARY. o ~ 9 I 2.) THE GENERAL CONTRACTOR SHALL PATCURFACE REPAIR FILL, FEATHER AND ,LEAN ALL FLOOR SURFACES ED 8 AS REQUIRED TO PROVIDE ACCEPTABLE SUBSTRATE CONDITIONS FOR NEN FLOORING. THE PATCHING DINING AREAl DASHED LINE INDICATES AND FINISHING OF VOIDS RESULTING FROM MECHANICAL EXISTING ROOF OVERHANG DUCTWORK AND PLUMBING ROUGH–IN REMOVALS SHALL g I BE INCLUDED IN TH13 WORK 3.) THE GENERAL CONTRACTOR SHALL PATCH, REPAIR, REMODEL. STORE #4264 EXISTING SERVICE I REPLACE AND/OR FINISH ALL DAMAGE AREAS OR WINDOW TO REMAIN 10 EXISTING GYPSUM BDARD TO REMAIN EXPOSED. FINISH SHALL MATCH EXISTING ADJACENT SURFACES. 2171 N. FRONTAGE RD, – I 4 ) THE GENERAL CONTRACTOR SHALL PATCH, REPAIR, VAIL, COLORADO REPLACE AND/OR FINISH ALL DAMAGE AREAS OR — — — — — — — — — — — — — — ELEMENTS AFTER EXISTING METAL FRAME WINDOWS ARE REMOVED FINISH OF ELEMENTS SHALL MATCH k — ADJACENT EXISITING i WALL CONSTRUCTION DIMENSIONS ARE TO FACE OF r I I I I STUD FOR ALL INTERIOR WALLS. y CUSTOMER SERVICE ARE4 PATCH AND REPAIR EXISTING I I I 12 I MASONRY JAMBS AND HEAD r WHERE EXISTING WINDOWS ARE I I s I REMOVED, TYPICAL 8 1 8 2 8 2 8 ( ) I i I I ISSUE RECORD — I 3 . I i I A2 I I 11 11 - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� I , 2 DRAWN C.A.G. ( rl 31 13 I M.W.R. CHECKED ` I I PROJECT NO. 8904 EXISTING WOOD DECK TO REMAIN - DATE 26 APRIL 1989 SHEET TITLE 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.- - - - EXISTING r AND I DEMOLITION -a N EXISTING CONDITIONS/DEMOLITION PLAN PLAN SCALE: 1/4 1 'O" SHEET NUMBER 1 Al k R f * u Y t i NOT ROYBA- W1 3-5/8" METAL STUD ® 16" 0 C O��CC ! 5/8" TILE BACKER BOARD BOTH SIDES / SS CJ CERAMIC TILE BOTH SIDES FO CMU H 1 H 2 I -_! N RESTROOMATYPIICAL FULL LLHEIGHT CORNERS SHALL BE 4x4 BULLNOSE TILES. ARCHITECTURE / PLANNING 1 '0" W1 _F JANITOR CLOSET TO H,�VE f A PROFESSIONAL CORPORATION Np i 10 r \W6 i W2 TILE WALL TO 4'0'' _ ® O W2 3-5/8 METAL STUD ® 16 0 C � T ABOVE FINISHED FLOOR W5 �__�, HC I "' ' - GYP. BOARD ABOVE TC CEILING CERAMIC TILE RESTROOM SIDE 5 FT D IA R DENVER,WYA COLORADO STREET 5/8" PAINTED GYPSUM BOARD DENVER, COLORADO 80211 W2 -\ I N 5 i 1`✓ A' f'y_ - OTHER SIDE 303-455-124 W4 \ \ i f ; (�)I T: PROVIDE "BOBRICK" ANGLE FRAMED W3 3-5/8 METAL STUD ® 16 0 C 1 `�' VV3 o IvIRROR ( 36"x48" B-290 ) 5/8" PAINTED GYPSUM BOARD i _ _ W5 W1 W1 (� EXISTING BOTH SIDES ol W2 5'1 " +/- Q - co DIFFUSER 2'0 W4 6" METAL STUD ® 16" O.0 V I F. n _ FROVIDE "CORIAN" VANITY TOP WITH 5/8" TILE BACKER BOARD BOTH SIDES W2 1 j' ! EACKSPLASH, SIDES, & FRONT CERAMIC TILE BOTH SIDES o T. N '1 i I - - QE' '-jta- _ r 4 ;� I RUSHED TOGETHER TO FORM sH - wi IfJTEGRAL BOND WITHOUT SEALANT W5 FURR OUT EXISTING WALL ° i USE SEALANT AT WALL ONLY AS REQUIRED TO ACCOMMODATE � ° a- 1 , „ \ NEW PLUMBING Q i 2,O, � O 1 4 W1 I I 2'2" W2 MOVE WOOD 2X BLOCKING TO SUPPORT W6 REPLACE TILE ON EXISTING WALL �, 5FT DIA. 1 ,1 FANS TYP EXHAUST _ VANITY TOP ( CONTINUOUS ) REPLACE & PATCH EXISTING c 3'1 " -i\5'1 - /8" i 4'8-1/4" 4'2" 4'0-5/8" N TILE BACKER BD OR GROUT BED c 0 F 0 AS REQUIRED (RESTROOM SIDE ONLY) ' EXIST I i 00 WALL HC1 HANDICAP GRAB-BAR 42" LONG 33" ABOVE FINISHED FLOOR o HD1 HD2 PROVIDE AND INSTALL NEW GYPSUM BOARD C (LING WITH 1 -1/2" GRIPPING SURFACE E W6 W2 1 -1/2" FROM WALL ANCHORED PER MCDONALDS SPECIFICATION FOR NEW BUILDINGS POUND z NOTE- NOTE REMOVE EXISTING SUSPENDED CEILING AND INSTALL APPLIED ANY DIRECTION AT 0 PROVIDE ADEQUATE BLOCKING ALL RESTROOM DIMENSIONS ARE TO RUNNER & CHANNEL SYSTEM AS REQUIRED FOR FIXTURE ANY POINT ON BAR IN STUD WALLS FOR THE FACE OF STUD, EXCEPT AS NOTED AND CEILING SUPPORT. COORDINATE FIXTURE LOCATION o MOUNTING OF GRAB BARS, DIMENSIONS NEED TO BE FIELD VERIFIED. WITH STRUCTURE ABOVE CELING PAINT CEILING WHITE HD1 HANDDRYER TISSUE DISSPENSER, ANY ALTERATIONS MUST MEET LOCAL PLACE 36" ABOVE FINISHED FLOOR AND VANITY. HANDICAP CODES. HD2 HANDDRYER 2 REFLECTED CEILING PLAN 3 VANITY S E CTI 0 N PLACE 48" ABOVE FINISHED FLOOR ; NEW R STROOMS PARTIAL PLAN c SCALE' 1/4" = 1 '0" SCALE 1/2'' = 1 '0" N A3 SCALE' 1/4'' = 1 '0'' ��A 3 A3 o D3 DETAIL NOTES 5/8 SEE DETAIL 4 - D13 pg D10 °o FOR DIMENSIONS m� D10 DOOR D13 2 ° \ � D1 KAWNEER AB 51NDEITSY ITEM r� ?` D5 D10 DOOR ( ) " o t INSULATED GLASS 2x4-1/2 D13 o FLUSH GLAZING y D5 D2 1 x OAK TRIM TO COINSIDE vL DOOR D6 I I WITH NEW PREPOSED INTERIOR FINISH I I D8 O D3 EXISTING 8"x8" C M U WALL l L � .^ .. I D4 NEW 8"x8" C M U WALL ~ ` �1)7 I D9 _ `� ` �— D13 - D9 2" I, I I TILE AT DOOR 1 0 D5 5/8" TILE BACKER BD ON SEE ON 3-5/8" METAL STUDS DETAIL 7 D9 �`'_ D6 HOLLOW METAL ANCHOR W6 FOR SINGQP REMODEL STORE 4264 RABBIT DIMENSIONS D7 SHIM AS REQUIRED TYP ('4_� DOOR HEAD/JAMB ('5__' DOOR JAMB 6 DOOR JAMB 7 DOOR JAMB o STALL DOOR ELEVATION- D8 U S G SERIES #401 METAL TRIM 2171 N. FRONTAGE RD. SCALE 3" = 10'' SCALE 3" = 1 '0" SCALE 3" = 1 '0'' SCALE 3" = 1 '0'' A3 SCALE- 3/8" = 1 "0" D9 CHAULK/SEALANT VAIL, COLORADO ��3 TYPICAL HEAD/JAMB DETAIL AT DOOR 6 & 3 A3 JAMB DETAIL AT DOOR 3 '43 JAMB DETAIL AT NORTH SIDE OF DOOR 1 A3 JAMB DETAIL AT DOOR 45,1 TYPICAL FOR DOOR 1,2,3 D10 HOLLOW METAL DOOR FRAME D11 EXTRUDED ALUMINUM FLASHING JUMBO TISSUE DISPENSER LINE OF EXISTING OPENING D3-� WITH BACKUP SUPPORTS D12 EXISTING EXTERIOR WOOD SIDING D13 CERAMIC TILE 0f CocO D2 GFAB BAR WITH D3 D1 D1 + D3 D3 r - - BACKUP SUPPORT D14 GREENHOUSE SYSTEM i r _ _ ; D15 NEW EXTERIOR WOOD SIDING MICHAEL E \ / \ Op 12 — 3 6" f - - TO MATCH EXISTING 81591 I I - )•— LINE OF WALL ° D6 I I 1 12 I WHERE JAMBS ARE F� AR d D15 i D41 I FLUSH MOUNTED 1 y d TRIM I I I D15 TRIM , _ _ � � i HANDICAPED STALL NON—HANDICAPED STALL \ , ISSUE RECORD D12 - 1 � STALL ELEVATION - - D4TRIM D3 \ D9 i SCALE 1/4" = 1 '0'' D4 15 A3 D9 D1 EXPANSION D4 EXPANSION 1-1/2" I D13 TISSUE DISPENSER LOCATION D11 JOINT JOINT SOLID CORE i DOOR TYP. NOTE H.W.M SEE HARDWARE SCHEDULE DRAWN DA WINDOW JAMBS ® ENTRY © IN IDE CORNER DETAIL EO INSIDE C R ER DETAIL pl I IN SPECIFICATION FOR 89 SERIES CHECKED M W R D4 ' DOOR SCHEDULE I FORNREFERNCE BUILDINGS SECTION 08400-4 8915 D4� _ PROJECT NO D1 - D15 o I DATE 1 SEPTEMBER 1989 D15 TRIM DOOR NO. DOOR TYPE TYPE THICKNESS SIZE DETAIL REFERENCE HARDWARE FINISH — — D2 _ WIDTH HEIGHT (THIS SHEET (SEE NOTE) SHEET TITLE TSH / D9 \ WITH 1 REST ROOM H C STAL_ WD 1 —1/2" 2'10" DTL 10 6, 7, 9, 10 E LAMINATE PARTIAL C"i D1 D11 Ln METAL 2 REST ROOM STALL WD 1 -1/2" 2'10" DTL 10 6 SIM , 7, 9, 10 E LAMINATE • FIU.. PLANS D14 3 REST ROOM H C. STAL_ WD 1 -1/2" 2'10" DTL 10 4, 5, 9, 10 E LAMINATE 4-1/2" D2 4 RESTROOM DOOR WD 1 -3/411 3'0" 6'8" 7 D VENEER AND D11 QUARRY TILE BASE mmz TYP. THRU OUT RE TROOM 5 RESTROOM DOOR WD 1 -3/411 3'0" 6'8" 7 D VENEER DETAILS EXTRUDED ALUMINIUM FLASHING 6 JANITOR CLOSET WD 1 -3/4" 216" 618" 4 & 5 X1.1 G VENEER © CORNER POST TO MATCH SILL 7 ENTRY DOOR AL 2" 2-3'0" 7'0" KAWNEER STND A SHEET NUMBER DO CORNER DETAIL 8 ENTRY DOOR AL 2" 2-3'0" 7'0" KAWNEER STND A s WINDOW SYSTEM DETAILS 9 STALL DOOR DETAIL A3 A3 SCALE 3" = 1 '0" A3 SCALE 3" = 1 '0" WD = SOLID CORE WOOD DOOR KITH HOLLOW METAL FRAME (COLOR BY OWNER) AL = KAWNEER SERIES TRIFAB 451 SERIES DOOR GENERAL NOTES ;_ 1 ) FIELD VERIFY ALL DIMENSIONS ROYDAI 1 ) DIMENSIONS ARE TO FACE OF BLOCK OR /� -\L OR TO FACE OF STUD UNLESS NOTED OTHERWISE NOTED �^ OCK � �S ES CJ WORK NOTES : ARPROFESSIONAL CORPORATION it KAWNEER WINDOW SYSTEM (TRI—FAB 451 SERIES) EXISTING CUSTOMER WITH 1 " INSULATED GLASS 2" x 4-1/2" FLUSH 2839 WYANDOT STREET GLAZING DENVER, COLORADO 80211 8c SERVICE AREA /) 303-455-1247 A3 V �2 (2) PAIR OF 3'0" KAWNEER ENRTY DOORS SIM PER McDONALDS STANDARDS FOR NEW BUILDING. 1 '6" EXTEND WINDOW - ) 3a WOOD SIDING VERTICAL 1 FROM FLOOR TO CEILING He / OVER 1 "x4" R S NAILERS TO MATCH EXISTING 8b A3 �4 2'0"x2'0" ACOUSTIC CEILING TILE PER McDONALDS o A3 STANDARDS FOR NEW BUILDINGS - O / o o / S ❑5 NEW QUARRY TILE TO MATCH EXISTING ® ° a o U 1 ❑6 NEW 2'0"x4'0" LIGHT FIXTURE e 110 I U b 8a 4 5 8a ANDTNEW CO STBUOCTION&PER DETAILOS ON SHEOETEDIAND c ° 0 A3 A2 A3 TO BE INSTALLED WITHIN LIMITS OF NEW GREENHOUSE o � 5 o Q > g SIM SIM 5 5 PROVIDE NEW GUTTER TO MATCH EXISTING, TIE TO EXIST DRAINAGE 2 00 A2 SIM 4 " _ _ _ _ _ _ _ _ 8 NEW GREEN HOUSE ADDITION - FOUR SEASONS MODEL CTL-8BW E - - - - - - - - - - - - - - - - - - - - - O8 -II- - - IT - - - - TI - - -TI - - -II- - -II- - - F - 71 - - 71 - - -II- � A2 COLOR TO MATCH KAWNEER WINDOW SYSTEM ( SEE NOTE 1 ) 2 8c II II 11 II II II II II II it II II SYSTEM TO INCLUDE A GLAZED GABLE AT EACH END A3 9 II II II II II II II II II II II II 8d FRONT AND SIDES TO HAVE CLEAR INSULATING GLAZING TYP SIM SIM II II II II it II II II II II II II A3 WITH HEAT MIRROR 66 ROOF SECTIONS TO BE DOUBLE TEMPERED ° " HEAT LAMINATED WITH HEAT MIRROR 44 8d II II II II it II II II II II II II - ° 00 5 A3 II II II II II II II II II II II II 9 NEW CMU KNEE WALL WITH WOOD SIDING AS SHOWN OPP HAND II II II II II II II II II II II II ON DETAIL 5 SHEET S1 S1 it II II II II II II II II II II it o0 3 SIM AT KNEE 9 II II II II II II II II II II II L WALL ONLY 10 EXTRUDED ALUM SILL FLASHING BY GREENHOUSE MANUFACTURER " " N U O.' 0 0 g 1 1 EXTRUDED ALUMINIUM FLASHING, COLOR TO MATCH GREENHOUSE o 9'5" 3 33'7-1/8" 5 E E d t� (V) q2 13 BAYS WITH A GABLE AT EACH END S1 � 0 0 C NEW FRONT FLOOR PLAN �N C �L 7� - d C A2 SCALE 1/4" = 1 '0" N d � -M F- L WINDOW SYSTEM TO EXTEND TO CEILING PROVIDE ADEQUATE BLOCKING ABOVE CEILING BRACED TO STRUCTURE PROVIDE NEW R30 BATT INSULATION ABOVE VESTIBULE NEW SHEET METAL FLASHING REMODEL- STORE #4264 a 2171 N. FRONTAGE RD. VAIL, COLORADO 11 w 8 o w pF COt _ LINE OFEXISTING�� _ _ _ _ _ _ _ 10 3 '<�' FLASHING EDGE CUT OPENING FOR RECESSED LIGHT FIXTURE 4 6 PLACE NEW WINDOW SYSTEM PLACE GYP BD OVER EXIST. SOFFIT N TYP TYP UNDER EXIST. SOFFIT BEHIND MICHAE YNE ROYBAL FLASHING EDGE REFLECTED CEILING PLAN 8-1591 SECURE TO BOTTOM OF TRUSS 2 WITH ADEQUATE BLOCKING 4 EAST ELEVATION ��A 2 SCALE 1/4'' = 1 '0" � �{rs�p ARC�j►� A2 SCALE: 1/4'' = 1 '0'' ISSUE RECORD 0 7!7 7 H.W M DRAWN L4F CHECKED M W R NEW SHEET METAL FLASHING 0000000000000 PROJECT NO 8915 �00000F DATE 1 SEPTEMBER 1989 g 1 8 t SHEET TITLE 8 PARTIAL ---------------- 10 10 PLANS E 9 SIM 9 nT[jTfl �T�d 3 D 9 SIM 9 AND ELEVATIONS SHEET NUMBER 3 SOUTH ELEVATION ('- 5 WEST ELEVATION A2 A2 SCALE- 1/4'' = 1 '0'' A2 SCALE: 1/4'' = 1 '0'' COORDINATION ITEMS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR MATCHING TO EXISTING CONCRETE ROYBA- 1 . ANY CHANGES OR ADDITIONS TO BE PRE-APPROVED IN WRITING BY THE OPERATOR THERE ARE A NUMBER OF ITEMS WHICH NILL BE SUPPLIED BY THE OWNER AND WHICH ARE 1 . IT IS INTENDED THAT THIS ADDITION AND THESE REMODELLINGS LOOK AS MUCH AS 1 . CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT AND COMMUNICATED TO UNIT MANAGER OF THE RESTAURANT. TO BE INSTALLED BY THE CONTRACTOR. NNY OF THESE ITEMS MAY OR MAY NOT BE POSSIBLE, LIKE AN ORIGINAL PART OF THE EXISTING BUILDING, BOTH OUTSIDE 28 DAYS. MSOCKES INCLUDED IN THIS JOB: VERIFY THEIR INCLUSION OR EXCLUSION IN THESE DRAWINGS. AND INSIDE. TOWARD THAT END, ALL EXPOSED, NEW MATERIALS SHOULD MATCH AS 2. THE CONTACT FOR THIS JOB IS CERTAIN OF THESE ITEMS REQUIRE THE CONTRACTOR TO SUPPLY INFORMATION TO THE CLOSELY AS POSSIBLE THEIR COUNTERPARTS WHICH THEY ABUT, INERSECT, LAP, 2. REINFORCING STEEL BARS SHALL CONFORM TO ASTM SPECIFICATIONS A615 (60 KSI OWNER PRIOR TO ORDERING TO INSURE ACCURACY. THIS INFORMATION IS LISTED WITH OR TO WHICH THEY ARE JUXTAPOSED. MINIMUM YIELD), EXCEPT FOR TIES AND STIRRUPS WHICH SHALL BE GRADE 40 WITH UNIT MANAGER THE ITEM BELOW DEFORMATIONS IN ACCORDANCE WITH ASTM SPECIFICATIONS A305. WELDED WIRE ARCHITECTURE / PLANNING 2. MANSARD ROOF- MATCH SIZE, SHAPE AND ALIGNMENT OF ROOF PROFILE, MATCH FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 A PROFESSIONAL CORPORATION STORE TELEPHONE NUMBER 1 . OVERHEAD ELECTRIC POWER (OEP) EOXES AND CORDS CATEGORY OF MATERIAL, I.E. CONCRETE TILE, CEDAR SHAKES, ASPHALT SHINGLES, ETC.; MATCH SIZE, SHAPE, COLOR AND TEXTURE OF ROOFING, MATCH COURSING OF 3. CONCRETE PROTECTIVE COVERING FOR REINFORCING SHALL BE NOT LESS THAN THE HOME TELEPHONE NUMBER 2. MARKEL CEILING MOUNTED HEATERS ROOFING; MATCH FACIA BOARD SIZE AND ALIGNMENT. FOLLOWING. 2839 WYANDOT STREET 3. LIGHT BEAMS - MEASUREMENTS TO MATCH EXISTING REQUIRED 3. CAP FLASHING, VALLEY FLASHING, FASCIA FLASHING, GUTTER AND SOFFIT LIGHTING: A. CONCRETE CAST AGAINST EARTH 3" DENVER, COLORADO 80211 MATCH SHEET METAL WITH EQUAL OR HEAVIER GUAGE; MATCH PROFILE AND B. FORMED CONCRETE - EARTH FACE 2" 303-455-1247 SECURITY 4. "NATIONAL AIR" HVAC PACKAGE ALIGNMENT, MATCH FINISH TYPE AND COLOR. C. SURFACES EXPOSED TO WEATHER 2" D. OTHERS 1 -1/2" 1 . THE RESTAURANT OPERATOR AND/OR UNIT MANAGER IS/ARE RESPONSIBLE FOR 5 SALAD PREP TABLE AND SINK 4. FACE BRICK: MATCH SIZE, COLOR AND TEXTURE, MATCH COURSING AND PATTERN; REMOVAL OF ALL FOOD AND PAPER ITEMS FROM THE WORKING AREA AND FOR KEEPING MATCH JOINT SIZE AND MORTAR COLOR. 4. LAP SPLICES SHALL BE 36 BAR DIAMETERS UNLESS NOTED OTHERWISE ON DRAWINGS FOOD ITEMS UNDER LOCK AND KEY THE CONTRACTOR IS RESPONSIBLE FOR 6 "READY ACCESS" SPECIAL SERVICE VIINDOWS REPORTING ANY FAILURE OF PERFORMANCE OF THESE TASKS TO THE OPERATOR OR 5 STUCCO: MATCH FINISH FACE ALIGNMENT, HORIZONTAL CONTROL JOINTS AND ANY 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT REINFORCING UNIT MANAGER. THIS IS INTENDED AS PROTECTION OF FOOD AND PAPER ITEMS FOR 7 FIVE COMPARTMENT SINK DECORATIVE MEMBERS; MATCH EXISTING THICKNESS AS A MINIMUM; MATCH STEEL SHOP DRAWINGS PROVIDE NECESSARY DETAILS FOR CONTINUITY AT CONCRETE 0 THE OPERATOR AND PROTECTION OF THE CONTRACTOR FROM LIABILITY FOR DAMAGE TEXTURE/PATTERN AND COLOR. CONSTRUCTION JOINTS. 0 TO AND THEFT OF FOOD AND PAPER ITEMS. 8. DECOR AND SEATING PACKAGE CL 6. PLYWOOD SIDING. MATCH SIZE, THICKNESS, TEXTURE/PATTERN AND WOOD SPECIES, 6 TO PROVIDE HORIZONTAL CONTINUITY IN WALLS, ALL BARS SHALL BE CONTINUOUS ® C2 2. IF THE OWNER CHOOSES NOT TO PROVIDE SECURITY GUARDS DURING CONSTRUCTION, o MATCH FINISH FACE VERTICAL JOINT, AND HORIZONTAL JOINT ALIGNMENTS; MATCH AROUND CORNERS OR CORNER BARS SHALL BE PROVIDED TO MATCH SIZE AND SPACING o N THE CONTRACTOR IS RESPONSIBLE FOR THEIR PROVISION. THE CONTRACTOR IS TO ITEMS SUPPLIED BY OWNER AND INSTALLED BY OTHERS ANY DECORATIVE MEMBERS; MATCH FINISH TYPE AND COLOR PLYWOOD IS TYPICALLY OF OUTSIDE FACE OF HORIZONTAL WALL BARS 0 _� COORDINATE SELECTION AND HIRING OF SECURITY GUARDS WITH THE OPERATOR AND c T1 .11 . � o THE SECURITY MANAGER, THERE ARE A NUMBER OF ITEMS WHICH JVILL BE SUPPLIED BY THE OWNER AND WHICH ARE 7 NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN SLABS OR BEAMS. a o TO BE INSTALLED BY OTHERS. ANY OF THESE ITEMS MAY OR MAY NOT BE INCLUDED IN 7. PLYWOOD SOFFIT: MATCH SIZE, THICKNESS, TEXTURE/PATTERN AND WOOD SPECIES; o THIS JOB. VERIFY THEIR INCLUSION OR EXCULUSION IN THESE DRAWINGS. THE , MATCH FINISH FACE AND HORIZONTAL JOINT ALIGNMENTS; MATCH ANY DECORATIVE 8. ALL CONSTRUCTION JOINTS AS ALLOWED ON THE DRAWINGS SHALL BE PREPARED BY u PROTECTION DURING CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF OTHER'S WORK WITH HIS WORK. MEMBERS; MATCH FINISH TYPE AND COLOR PLYWOOD IS TYPICALLY T1 .11 ROUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE SHALL BE o EXPOSED UNIFORMLY, LEAVING NO LAITANCE, LOOSENED PARTICLES, OR DAMAGES O 1 . ALL KITCHEN FIXTURES AND EQUIPMENT ARE TO BE COVERED WITH POLYETHYLENE 1 . WALK-IN COOLER 8. PAVERS- MATCH TYPE OF MATERIAL, I.E. BRICK PAVERS, QUARRY TILE, CERAMIC CONCRETE. AS AN ALTERNATE, 2 x 4 CONTINUOUS KEYS CAN BE USED FOR E SHEETS TO PROTECT FROM AIR BORNE DUST AND FALLING DIRT, INSULATION, ETC 2. WALK-IN FREEZER PAVERS, ETC,; MATCH SIZE, SHAPE, COLOR AND TEXTURE; MATCH VERTICAL CONSTRUCTION JOINTS 3 REACH-IN REFRIGERATION UNITS ALIGNMENT AND SHAPE (REQUIRES CORRECT ALIGNMENT OF CONCRETE BASE), MATCH N 2. ALL STAINLESS STEEL FIXTURES AND EQUIPMENT WHICH MAY BE USED TO STACK 4. CLAM SHELL DRILL COURSING AND PATTERN, MATCH JOINT MATERIAL (IF ANY) AND COLOR. WHEN 9. ANY STOP IN CONCRETE POUR SHALL BE MADE AT CENTER OF SPAN OR AT CENTER OF MATERIALS, TO STAND ON, TO WORK ON, OR IN ANY WAY SUBJECTED TO DAMAGE, 5 FILLET STATION REPLACING EXISTING EXTERIOR PAVERS WITH NEW, USE 1/2" OLD TOWN QUARRY SUPPORT. VERTICAL BULKHEADS WITH HORIZONTAL KEYWAYS SHALL BE USED. y ARE TO BE PROTECTED WITH PLYWOOD OVER THE POLYETHYLENE SHEETS. 6 FRY STATION PAVERS BY SUMMITVILLE. 7. POS SYSTEM 10 CONTINUOUS BARS IN GRADE BEAMS SHALL BE SPLICED AS FOLLOWS: 3. ALL FLOORING, PRIMARILY QUARRY TILE, WHICH MAY BE SUBJECTED TO DAMAGE, 8. HME HEAD SETS 9. QUARRY TILE: MATCH TYPE OF MATERIAL, I.E. ABRASIVE OR STANDARD, MATCH IS TO BE PROTECTED WITH PLYWOOD. 9. MAC-6 UNIT SIZE, SHAPE, COLOR AND TEXTURE; MATCH VERTICAL ALIGNMENT (REQUIRES A. TOP BARS CAD MID SPAN CORRECT ALIGNMENT OF CONCRETE SLAB OR SETTING BED) AND SETTING METHOD; B. BOTTOM BARS ® SUPPORT rm 4 PARTS AOFST DOORS,RESTAURANT ARE TO BESPROBECTED CEILINGS, AND OTHER APPROPRIATE FOR REMOVAL OF DEAD UTILITIES MATCH COURSING AND PATTERN; MATCH JOINT MATERIAL AND COLOR. o N THE ITEM. 1 . IT IS INTENDED THAT UPGRADING OF THOSE PORTIONS OF THE BUILDING DIRECTLY 10. CERAMIC TILE: MATCH SIZE, SHAPE, COLOR, TEXTURE AND FINISH OF MATERIAL; TIMBER MATCH FINISH FACE AND HORIZONTAL JOINT ALIGNMENTS; MATCH SETTING METHOD INVOLVED IN THIS CONTRACT BE ACCOMPLISHED BY REMOVAL OF EXISTING DEAD " 5. DAMAGE IS TO BE REPAIRED OR THE ITEM TO BE REPLACED OR USE MASTIC, MATCH JOINT MATERIAL AND COLOR. 1 . ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN UTILITIES AND THOSE WHICH ARE KIL_ED BY THIS WORK. SPECIFICATION, 1982 EDITION. 11 . MARLITE: MATCH COLOR, TEXTURE AND FINISH OF MATERIAL; IF THERE IS NO CLEAN-UP DURING CONSTRUCTION 2. REMOVE ALL ELECTRICAL, WATER SUPPLY, WATER WASTE, H.V.A.C. SUPPLY, EXISTING MARTILE FOR COLOR MATCHING USE "POLAR WHITE", MATCH FINISH FACE 2. NO LUMBER SHALL BE USED WHICH DOES NOT APPEAR TO CONFORM TO THE PROPER H V A.C. RETURN, H V.A.C. CONTROL, REFRIGERATION, SODA SUPPLY, ANSUL AND HORIZONTAL JOINT ALIGNMENT. DIMENSIONS AND/OR GRADES. ALL MACHINE STRESS RATED LUMBER SHALL BE e E 1 IT IS INTENDED THAT THIS RESTUARANT REMAIN IN OPERATION DURING THE SYSTEM AND OTHER UTILITIES SYSTEMS PORTIONS WHICH ARE DEAD OR ARE KILLED CLEARLY SPELLED OUT IN THE GRADING STAMP, "MSR"; AND THE FIBER STRESS PERFORMANCE OF THE WORK, TOWARD THAT END NORMAL CONSTRUCTION CLEAN-UP BY THIS CONSTRUCTION. 12. SUSPENDED CEILING: MATCH SIZE, COLOR, TEXTURE/PATTERN AND FINISH OF SHALL ALSO BE RECORDED IN THE GRADE-MARK STANDARDS ARE NOT ADEQUATE. 3 DO NOT REMOVE SYSTEMS WHICH ARE TO BE KILLED AS A RESULT OF RELOCATIONS PANELS; MATCH COLOR OF TEES; IN LIEU OF MATCHING PANELS AND TEES USE C+' PRODUCTS CALLED FOR IN "SPECIFICATIONS FOR THE 86 SERIES STANDARDS BUILDINGS"; 3. ALL LUMBER SHALL BE VISUALLY GRADED AND SHALL HAVE A MOISTURE CONTENT OF Na. 2. CLEAN-UP OF DEBRIS IS TO OCCUR ON AN ONGOING BASIS DURING CONSTRUCTION UNTIL THE RELOCATION IS COMPLETE AND IN OPERATION. MATCH VERTICAL ALIGNMENT; MATCH HORIZONTAL JOINTS ALIGNMENTS. 19% MAXIMUM AND 7% MINIMUM THE LUMBER TYPES ARE AS FOLLOWS: O'D SHIFTS IT IS NOT TO BE LEFT UNTIL THE END OF THE SHIFT u A WALLS. STUD WALLS AND PLATES SHALL BE- DOUGLAS FIR LARCH "STUD" 3. "BROOM CLEAN" AT THE END OF A CONSTRUCTION SHIFT IS NOT ADEQUATE FOR A WEATHERPROOF'/LEAKPROOF JOINTS GRADE STANDARD SPACING- 2 x 4 @ 16" 0 C RESTAURANT. FLOORS ARE TO BE MOPPED FIXTURES AND EQUIPMENT WHICH HAVE 1 IT IS INTENDED THAT THIS ADDITION ?AND THESE REMODELLINGS PROVIDE A FINAL "" " BEEN INADEQUATELY PROTECTED WITH POLYETHYLENE SHEETS ARE TO BE WASHED B. POST WOOD POSTS SHALL BE DOUGLAS FIR #1 WALLS ARE TO BE WASHED. PRODUCT WHICH IS WEATHERPROOF AND LEAKFREE. DETERMINE PROPER MATERIALS AND METHODS TO ACCOMPLISH THAT FOR THIS PARTICULAR BUILDING. 4. IS THE OWNER CHOOSES NOT TO PROVIDE A SEPARATE CLEANING CREW DURING FN THE NEW BUILT-UP ROOF AND THE NEW MANSARD ROOF ARE TO BE JOINED 4. PLYWOOD SHALL MEET THE REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION 2 ROOFING - CONSTRUCTION SHIFTS, THIS EXTRAORDINARY CLEANING IS TO BE HANDLED AND SHALL HAVE THE FOLLOWING GRADES DIRECTLY BY THE CONTRACTOR AND INCLUDED IN THE CONTRACT. THE CONTRACTOR WITH THE CORRESPONDING EXISTING ROOF, SO AS TO BE WEATHERPROOF AND LEAKFREE. IS RESPONSIBLE FOR COORDINATING CLEAN-UP WITH THE OWNER A. ROOF SHEATHING: 3 FLASHING. THE NEW FLASHINGS ARE TO JOINED WITH THE EXISTING FLASHINGS, 1/2" PLYWOOD CDX APA 32/16 WITH 8d COMMON NAILS ® 6" 5. TRASH DUMPSTER TO BE PROVIDED BY CONTRACTOR, TO ACCOMMODATE CONSTRUCTION SO AS TO BE WEATHERPROOF AND LEAKFREE REMODEL: STORE #4264 DEBRIS. 4 GUTTERS. THE NEW GUTTERS ARE TC BE JOINED WITH EXISTING GUTTER SO AS ERECTION 6 EXISTING KITCHEN EQUIPMENT WHICH IS TO TO BE DISCARDED IS TO BE TO BE LEAKFREE. 21 71 N. FRONTAGE RD. RESPONSIBILITY OF CONTRACTOR 1 . THE DRAWINGS ILLUSTRATE THE COMPLETED-STRUCTURE WITH ALL ELEMENTS IN VAIL, COLORADO 5 SOFFITS AND WALLS. THE NEW SOFFTS AND WALLS ARE TO BE JOINED WITH THE THEIR FINAL POSITIONS. PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR, EXISTING SOFFITS AND WALLS SO AS TO BE WEATHERPROOF AND LEAKFREE. IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY 6 OTHER: ANY OTHER NEW MATERIAL utHICH JOINS WITH EXISTING, CREATING BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL-COMPLETED-STRUCTURE POTENTIAL FOR WEATHER/WATER PEf ETRATION, IS TO BE JOINED SO AS TO BE WEATHERPROOF AND LEAKPROOF MASONRY of cot PATCHING OF EXISTING AND JOINING 1 . CONCRETE MASONRY UNITS SHALL BE LAID PLUMB, TRUE TO LINE, WITH LEVEL tj COURSES ACCURATELY SPACED FULL MORTAR BEDDING SHALL BE USED FOR 3 JOINTS MICHAE NE NEW TO EXISTING TOP AND BOTTOM AND AT INTERMEDIATE BOND BEAMS, FACE SHELL BEDDING MAY BE ROYBAL 1 IT IS INTENED THAT THIS ADDITION AN) THESE REMODELLINGS LOOK AS MUCH AS USED FOR INTERMEDIATE COURSES. ALL JOINTS SHALL BE 3/8" NOMINAL AND SHALL POSSIBLE, LIKE AN ORGINAL PART OF THIS BUILDING, BOTH OUTSIDE AND BE TOOLED SLIGHTLY CONCAVE, AFTER MORTAR HAS REACHED IT'S INITIAL SET, SO 8-1$91 INSIDE. TOWARD THAT END, CARE IS TO BE TAKEN TO MINIMIZE REMOVAL AND/OR THAT MORTAR WILL BE THOROUGHLY COMPACTED AGAINST EDGE OF UNITS RUNNING BOND SHALL BE USED UNLESS OTHERWISE NOTED DAMAGE OF EXISTING FINISH MATERIALS WHICH ARE TO REMAIN AS PART OF THE F� FINAL PRODUCT CARE IS, ALSO, TO EE TAKEN TO MINIMIZE DAMAGE TO MATERIALS 2. CONCRETE MASONRY UNITS SFQ ARC BEING REMOVED FOR REUSE AT THE SAME OR DIFFERENT LOCATION, WHETHER A HOLLOW LOAD BEARING CONCRETE BLOCK SHALL BE 8" X 16" NOMINAL FACE SIZE SPECIFICALLY NOTED FOR REUSE OR VOT. WHEN PATCHING, WHETHER WITH REUSE WITH THICKNESS AS SHOWN ON THE DRAWINGS CONFORMING TO U.B C STANDARDS OR NEW MATERIALS (SEE MATCHING T) EXISTING) MAKE EVERY REASONABLE EFFORT 24.4 AND 24 5 ; ISSUE RECORD TO BLEND AND/OR DISGUISE THE BOUNDARIES BETWEEN NEW/REVISED AND EXISTING/NOT DISTURBED. B. ALL COMPLETED MASONRY WALLS SHALL HAVE A COMPRESSIVE STRENGTH 2. MANSARD ROOFING JOIN AT CONTINUXTION OF PLANE BY INTERLOCKING NEW OF F'm-1350 PSI. • COURSING INTO EXISTING TO AVOID A STRAIGHT LINE JUNCTURE; JOIN AT INSIDE C. SPECIAL INSPECTION NOT REQUIRED. CORNER WITH VALLEY FLASHING BETWEEN NEW AND EXISTING; JOIN AT OUTSIDE CORNER WITH NEW PEAK CAP ROOFING PIECES. D. TYPE I MOISTRUE CONTROLLED BLOCK SHALL BE USED FLAS 3 R QUHRED BYI DA NDGE INURING NEW TOSTRUCTIONXISTING; REFINISH EXISTING AS TRUCTURAL DESIGN DATA 3. MORTAR SHALL CONFORM TO ASTM C270 TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI. 4. FACE BRICK. JOIN AT CONTINUATION OF PLANE BY INTERLICKING NEW COURSING 1 . CODE- UBC 1985 4. HORIZONTAL REINFORCING SHALL BE DUROWALL TRUSS JOINT REINFORCING PLACED AT DRAWN C A.C. INTO EXISTING WHERE PRACTICAL, BU- NOT IFS F PLANE BY INTEGRITY OF EXISTING � SNOW LOAD: 80 PSF 16" CENTERS. PROVIDE PREFABRICATED CORNERS AND TEES AT ALL WALL CORNERS M.W.R. WILL BE JEOPARDIZED, JOIN AT CONTNUATION OF PLANE BY A CONTINUOUS CHECKED VERTICAL JOINT IS A CLOSE MATCH 0= EXISTING BRICK IS NOT POSSIBLE, JOIN AND INTERSECTIONS. HORIZONTAL JOINT REINFORCING SHALL BE PLACED IN THE AT OUTSIDE CORNERS IN SAME FASHDNS AS CONTINUATION OF PLANE; JOIN AT 3 WIND LOAD: 70 MPH EXP C FIRST AND SECOND BED JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, AND PROJECT NO. 8915 INSIDE CORNERS BY CONTINUOUS VERTICAL JOINT. ----4.' LIVE LOADS ® ROOF. 80 PSF DATE SHALL EXTEND A DISTANCE OF 24" BEYOND EITHER SIDE OF THE OPENING. 1 SEPTEMBER 1989 5. STUCCO: JOIN AT CONTINUATION OF PLANE INSIDE CORNERS AND OUTSIDE 5 ALL ITEMS REQUIRED TO BE BUILT IN WITH MASONRY SHALL BE INSTALLED AS THE CORNERS WITH A METAL CONTROL JONT. /5. FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 1500 MASONRY WORK PROGRESSES CUTTING AND FITTING OF MASONRY SHALL BE BY PSF WITH A VERY LOW POTENTIAL FOR SWELL THESE ASSUMPTIONS SHALL BE MASONRY MECHANICS WITH MASONRY SAWS. SHEET TITLE 6. PLYWOOD SIDING: JOIN AT CONTINUATON OF PLANE INSIDE CORNERS AND VERIFIED BY AN OPEN PIT INSPECTION BY A REGISTERED SOIL ENGINEER, AND OUTSIDE CORNERS WITH METAL TRIM NIECES DESIGNED FOR CORRESPONDING APPLICATION HIS FINDINGS SHALL BE REPORTED IN WRIT-TING TO THE CONTRACTOR, THE OWNER, 6. MASONRY WALLS SHALL BE TEMPORARILY SHORED AND BRACED UNTIL THE DESIGNED THE ARCHITECT AND THE STRUCTURAL ENGINEER. LATERAL SUPPORTS ARE INSTALLED. 7 PLYWOOD SOFFIT. JOIN WITH METAL TRIM PIECES DESIGNED FOR APPLICATION. STRUCTURAL NOTES GENERAL 7. VERTICAL GROUT LIFTS SHALL NOT EXCEED 5'-0" UNLESS CLEANOUTS ARE PROVIDED 8. PAVERS JOIN BY USING ONLY FULL `IZE UNITS AT JUNCTURE OF NEW AND AT THE BOTTOM OF EACH GROUTED CELL. EXISTING, LE REMOVE EXISTING PARTALS; JOIN BY INTERLOCKING NEW COURSING FOUNDATIONS - SPREAD FOOTINGS 8 ALL VERTICAL REINFORCING BARS IN MASONRY WALLS SHALL HAVE DOWELS EXTENDING NOTES INTO EXISTING IF A GOOD MATCH OF SAVERS IS POSSIBLE REPLACE ALL 1 . BOTTOM OF FOOTING SHALL EXTEND A MINIMUM OF 48" BELOW ADJACENT FINAL FROM FOUNDATION OF GRADE BEAM TO MATCH AT BOTTOM OF WALL. LAP ALL SPLICES CUT, DRILLED, CRACKED, BROKEN, OP. OTHERWISE DAMAGED PAVERS. GRADE FOR VERTICAL MASONRY REINFORCEMENT 40 BAR DIAMETERS. 9. QUARRY TILE. JOIN BY USING ONLY FJLL SIZE UNITS AT JUNCTURE OF NEW AND 2 THE SOILS BENEATH THE FOOTINGS AND SLAB SHALL BE UNDISTURBED NATURAL 9 PROVIDE ONE #4 VERTICAL, FULL HEIGHT, IN EACH OF TWO ADJACENT CELLS EACH EXISTING, I E REMOVE EXISTING PARTALS; JOIN BY INTERLOCKING NEW COURSING SOILS. ANY LOOSE AND DISTURBED SOIL SHALL BE REMOVED AND REPLACED WITH SIDE OF ALL OPENINGS. SHEET NUMBER INTO EXISTING IF A GOOD MATCH OF )UARRY TILE IS POSSIBLE REPLACE ALL CUT, DRILLED, CRACKED, BROKEPI OR OTHERWISE DAMAGED TILE NON-EXPANSIVE FILL COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) 10. GROUT ALL REINFORCED CELLS AND BOND BLOCKS FULL, WITH 2500 PSI GROUT 10 CERAMIC TILE- JOIN WITH A CONTINUCUS VERTICAL AND/OR HORIZONTAL JOINT UTILIZING ONLY FULL SIZE EXISTING UNITS AND FULL SIZE NEW UNITS AT THE A4 JOINT 11 . SUSPENDED CEILING: JOIN AS SHOWN ON DRAWINGS. NEW EXISTING NEVV EXISTING AN Do #4 x 2 12 . . %JF EPDXY 3 4 2 5 x 2'6" 5/8" DIAROHOLESTMIN. 6" ROYDr`4- S i S 1 EPDXY GROUTED PENETRATION INTO 3/4" DIA. NEW CONCRETE SLAB ON I HOLES. TOP AND _ MSOCKES I CLEAN SURFACE OF EXISTING BOTTOM. 6" ® MID DEPTH V!1 4xW1 4 WWF FOUNDATION WALL WHERE MINIMUM PENETRATION NEW FOUNDATION WALL JOIN 3 PLACES ARCHITECTURE / PLANNING I I S TYP ) M I I I I i I A PROFESSIONAL CORPORATION o i I - - - - - - - - - � I s x x I _ 1 I I 6 2839 WYANDOT STREET - - - - - - - - - - i I I I i (2) #5 CONT. DENVER, COLORADO 80211 303-455-1247 I I I I 9'5" (V) I 32'3-1/8 (V) I I NEW FOUNDATION WALL THICKEN NEW SLAB @ EXISTIND WALL 1 (2) #5 CONT 8" TYP �n I I 8" TYP. -� 00 I I I I o I I I 0 I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 0_ ® � L _� EXISTING FOUNDATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ 1 NEW SPREAD FOOTING WALL 0 O ° C NEW FOUNDATION PLAN 5 S1 DETAIL DETAIL S SCALE: 1/4" = 1 '0" 3 FOUNDATION W/SPREAD FOOTING 4 NEW SLAB • EXISTING SLAB 00 � O S 1 SCALE: 3/4" = 1 '0" S SCALE: 3/4" = 1 '0" E 1 � z 0 - - - - si EXISTING ROOF -RAMING I REMOVE EXISTING SOFFIT FURRING & FRIEZE BOARD TYPICAL i L 2-1/2 x 2-1/2 x 1/4 KICKER 6 1 ® 4'0" 0C FIELD WELD EACH END S1 i o EXISTING STRUCTURE, t ROOF DECK & ROOF TO REMAIN v aw SHIM AS REQUIRED 3/1 ° E \ I 2X BLOCKING UNDER EXIST ROOR DECK I� °° NEW SHEET METAL FLASHING PAINT TO MATCH EXIST EW R30 BATT INSULATION NEW GUTTER TO MATCH EXISTING STAPLE TO ROOF DECK o c TYP TOP & BOT a I I I I I I 1 -1/2 1/8 W1 4x26 BEAM i NEW CDX PLYWOOD SHEETING `_ - - _ _ ALIGN W/ CORNER OF EXIST. ROOF DECK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- --- -- --- - - - FF - - ll - II II II II II II II II II II II II - - - u" I I I I I I I I I I I I I I I I I I i t I I I I TYP TOP & BOT - II II II Il II II II II II rJ II II I I I I I I I i I I I I I I I I I I S 1 I I I I NEW 5/8" GYP BD. ALIGN W/ PLYWOOD 6" C-STUD XISTING CEILING II II II II II II it II II II II BEHIND ALUM FRAME TO REMAIN II II II II II II II II II II II II WITH VERTICA INLET NEW 5/8" GYP BD ALIGN I I I I I I I I I I I I I I I I i t I I �i'-18 GA. C-STUDS WITH EXIST WALL 11 11 ® 24" 0 C W/ CONT. STUD EW MTL STUD FRAMING REMODEL: STORE #4264 II II II II 11 it it II II II II it TRACK TOP AND BOT 24" 0 C ^ W14 W/ CONT L 2x2x1/4 2171 No FRONTAGE RD. 2 ROOF MODIFICATION & FRAMING PLAN TOP & BOT. VAIL, COLORADO NEW GREEN HOUSE 2'x 2' ACOUSTIC TILE -PATCH AND REPAIR THE EXISTING S SCALE: 1/4" = 1 '0" L CEILING PER STD MASONRY AFTER THE REMOVAL MCDONALD SPECS FOR OF THE EXISTING WINDOW WALL 3-5/8" GA MTL STUD CR S NEW BUILDINGS SYSTEM FINISH TO MATCH 3 � NEW PROPOSED FINISH MATERIAL EXISTING TRUSS BRIDGING AT 24" 0 C I NEW 5/8" GYP BD FIELD WELD TO TRUSS 5 EXISTING TRUSS I 1-1/2" XN TOP & BOTTOM 4.8.. (V) .``>®�• R'Tp S 1 8'1 -3/8 ALUM FRA,N,r O� 0. e0000 3-5/8" 18 GA MTL STUD ® 2'0" 0 C NEW OAK TRIM 1x6 HORZ ALIGN W/ FACE OF MASONRY N FIELD WELD TO CROSS BRIDGING AND 1x6 VERT ��® o a,;i EACH END, POWER NAIL TO 2x �-v'o 13673 PLATE AT TOP OF WALL 2x10 CONT PLATE e W14 W GOVERNMENT • / I POWER NAIL TO BOND BEA ANCHOR BOTTOM ® BRG ,I 8 8" C M U BOND BEAM REINFORCED WITH 2 #4 CONTINUOUS Q 1/2"x4"x8" BEARING PLATE 41 ALUM FRAME NEW GROUT SOLID WITH 2500 P I GROUT GREEN HOUSE I LINE OF WINDOW WALL TO BE 2X8 CONT TOP PLATE I FIELD WELD TO BEAM REMOVED W/ 5/8" DIA X 8" X 2" I I 1 x8 R S T&G #4x4'6" ® 48" O.0 PROJ. ANC. BOLTS ® 48" 0 C WOOD SIDING 2'0" INTO FOUNDATION ISSUE RECORD PROVIDE 1" (APPROX) OF VERTICAL OVER WALL, GROUT SOLID IN MASIONRY NON-SHRINK GROUT UNDER I c1q 1 x4 R S NAILERS CORE WITH 2500 PSI GROU BRG PL - GROUT BEAM j TO MATCH EXISTING PLACEMENT '- 8"x8" C M U WALL 8"x8" C M U. WALL WALK BY 1/2" 8"x8" C.M U REINF WITH #4 ® 48" 0 C SEE DETAIL I N STD. LADDER DUR-O-WALL VERT. FULL HEIGHT 6 r CENTER IN GROUTED CELL + CUT EXIST T&G DECK ® 16" O.0 VERT AND ® TOP I FULL HT - FILL CAVITY - AND ATTACH TO NEW X_N-__W TI E TO MATCH E ISTIN SEE DETAIL 4 TWO MORTAR JOINTS FOOTING ( BOLT & ANGLE I / FOR CONNECTION SOLID WITH MORTER AND TO MATCH EXIST ) I XPAN ION JOIN MAT RIAL -I #4x4'6" ® 48" O.0 PROJ PROVIDE FULL BED JOINTS � DETAIL S CUT EXIST. CONC. SLAB DRAWN 2'0" INTO FOUNDATION TYPICAL H WALL, GROUT SOLID IN MASONRY 1 x8 R S T&G CORE WITH 2500 PSI GROUT WOOD SIDING 3/4" = 1'O" 5" CONC SLAB OVER i M W S 1 6" COMPACTED OVER PROJECT NO 8915 VERTICAL OVER SEE DETAIL 4 1 SEPTEMBER 1989 EXPANSION JOINT MATERIAL 1 x4 R S NAILERS II - DATE TO MATCH EXISTING 1 8" CONC. FOUNDATION WALL II EXISTING BUILDING SLAB & 5" CONC SLAB OVER 7 vi -- 7 iv 1 -1/2" ZONOLITE II FOUNDATION WALL SHEET TITLE 6" COMPACTED GRAVEL �� STYREN FOAM TO REMAIN II SEE DETAIL 4 S1 - f S1 (2)#5 CONTINUOUS TOP 4 1 8 / STRUCTURAL it 8" CONC FOUNDATION ON & BOTTOM I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I #4 CONTINUOUS ( - - " - - - - - - - - - - - '" - - - - - - - - - - - � FOR CONNECTION PLANS II 1 -1/2" ZONOLITE - J2'0' 00 STYREN FOAM (2) #4 VERT TO BOTTOM O #4(GR40) X - .� - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - \ SECTION & OF BEARING PLATE - - - \ [, (2)#5 CONTINUOUS TOP IN FULLY GROUTED CELLS TO MATCH MASONRY 2'0',L#4(GR 40) X Ole, & BOTTOM REINF. DETAILS 6 AT 4'0 0 C I #4 CONTINUOUS 8x8 C M U WALL TO MATCH MASONRY SEE DETAIL REINF 6 SHEET NUMBER - - NOTES s NEW FRONT SECTION 6 DETAIL SECTION s DETAIL SECTION 3/411 = 1#oil si 3/411 = 1 poll s i 2/411 = 1 Poll t - _