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HomeMy WebLinkAboutPLANS 920 Big Thompson Ave Kitchen Addition 20211 A100 A101 1 0 ? 1 0000 NAME NAME A0.0 500D 1 A100 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A2 0 LEVEL NAME 100'-0" 1 A100 DETAIL CALLOUT DETAIL SECTION BUILDING SECTION INTERIOR ELEVATION EXTERIOR ELEVATION NORTH ARROW REVISION TAG & CLOUD KEYNOTE REFERENCE ROOM TAG WALL TAG DOOR TAG WINDOW TAG FINISH TAG CONSTRUCTION GRID LEVEL ELEVATION INDICATOR SPOT ELEVATION A 1 0 0 EXISTING CONSTRUCTION GRID A A100 DESCRIPTION 100'-0" ?P1 1 © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 4 5 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A000 COVER SHEET OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION OUR LADY OF THE MOUNTAINS KITCHEN ADDITION 920 BIG THOMPSON AVE. | ESTES PARK, CO | 80517 PROJECT TEAM OWNER PARISH REPRESENTATIVE Reverand Faustinus Anyemele Pastor Our Lady of the Mountains ARCHDIOCESE REPRESENTATIVE Mike Wisneski Project Manager DESIGN TEAM ARCHITECTURE & INTERIORS Integration Design Group, PC Adam Hermanson, AIA 6890 West 52nd Avenue Arvada, Colorado 80020 (303) 227-9453 CIVIL ENGINEER Cornerstone Engineering and Surveying, Inc Mike Todd, P.E. 1692 Big Thompson Ave., Suite 200 Estes Park , Colorado 80517 (970) 586-2458 STRUCTURAL ENGINEER Gebau Consulting Engineers, Inc. Paul Gallagher, P.E. 1121 Broadway, Suite 201 Boulder, CO 80302 (303) 444-8545 MECHANICAL & PLUMBING ENGINEER WMA, a Salas O'Brien Company John Hauge, P.E., PMP 9250 East Costilla Ave., suite 220, Greenwood Village, CO 80112 (303) 225-6320 ELECTRICAL ENGINEER WMA, a Salas O'Brien Company John Hauge, P.E., PMP 9250 East Costilla Ave., suite 220, Greenwood Village, CO 80112 (303) 225-6320 KITCHEN DESIGNER 3PM DESIGN David George 11801 E. 33rd Ave. Aurora, CO 80011 ABBREVIATIONS A.C.T. ACOUSTICAL CEILING TILE ADJ. ADJUST(ABLE) A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM ALT. ALTERNATE APPROX. APPROXIMATE ARCH. ARCHITECT/ARCHITECTURAL ANOD. ANODIZED APPROV. APPROVED BD. BOARD BLDG. BUILDING BLK. BLOCK BM. BENCHMARK BOT. BOTTOM B.O. BOTTOM OF BRS. BEARINGS BSMT. BASEMENT B.U.R. BUILT UP ROOF CTR. CENTER, CENTERED CIR. CIRCLE CIRC. CIRCUMFERENCE C.J. CONTROL JOINT CLS. CEILING CLR. CLEAR C.M.U. CONCRETE MASON UNIT COL. COLUMN COMB. COMBINATION COMP. COMPACT, COMPACTED CONC. CONCRETE CONT. CONTINUOUS CONSTR. CONSTRUCTION COORD. COORDINATE COOR. COORIDOR CPT. CARPET C.T. CERAMIC TILE D. DEEP, DRYER DBL. DOUBLE DEMO. DEMOLITION DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN DTL. DETAIL DIAG. DIAGONAL DIA. DIAMETER DIM. DIMENSION DISP. DISPENSER DISPL. DISPOSAL DIV. DIVISION DN. DOWN DR. DOOR D.S. DOWN SPOUT DWG. DRAWING E. EAST EA. EACH ELEC. ELECTRIC ELEV. ELEVATION, ELEVATOR EQ. EQUAL EQMT. EQUIPMENT E.W.C. ELECTRICAL WATER COOLER EXH. EXHAUST EXIST (E) EXISTING E.T.R. EXISTING TO REMAIN EXT. EXTERIOR EXP. EXPANSION E.J. EXPANSION JOINT F.D. FLOOR DRAIN F.E.FIRE EXTINGUISHER F.E.C FIRE EXTINGUISHER CABINET F.F.E. FINISH FLOOR ELEVATION FIN. FINISH FIXT. FIXTURE FLR. FLOOR FND. FOUNDATION F.R. FIRE RATED FRMG. FRAMING FRZ. FREEZER FTG. FOOTING FUT. FUTURE GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR GRND. GROUND G.C. GENERAL CONTRACTOR GYP. BD. GYPSUM BOARD H. HIGH H.B. HOSE BIBB HC. HANDICAPPED H.D. HEAVY DUTY HDWR. HARDWARE H.M. HOLLOW METAL H.O. HOLD OPENS HORZ. HORIZONTAL HT. HEIGHT HTG. HEATING I.D. INSIDE DIAMETER I.L.O. IN LIEU OF INCL. INCLUDE, INCLUDING INSUL. INSULATION, INSULATED INT. INTERIOR JT. JOINT JST. JOIST KIT. KITCHEN L. LENGTH LA. LAYER LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY L.F. LINEAL FEET LB., # POUND LVR. LOUVER MAS. MASONRY M.O. MASONRY OPENING MATL. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MFR. MANUFACTURER MH. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS MM. MILLIMETER(S) MTL. METAL N. NORTH NEC. NECESSARY (N) NEW N.I.C. NOT IN CONTRACT NO., # NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.D. OUTSIDE DIAMETER O.C. ON CENTER OH. OVERHEAD OPP. OPPOSITE O.S.B. ORIENTED STRAND BOARD OTS OPEN TO STRUCTURE PART. PARTITION PER. PERIMETER P-LAM. PLASTIC LAMINATE PLBG. PLUMBING PROP. PROPERTY PT. PAINT R. RISER, RADIUS R.B. RUBBER BASE RE. REFER TO REC. RECESSED REF. REFERENCE REFL. REFLECTED REM. REMOVE, REMOVABLE REQ'D. REQUIRED RET. RETURN REV. REVISION RM. ROOM S. SOUTH S.B. SPLASH BLOCK SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FOOT SHWR. SHOWER SHT. SHEET SIM. SIMILAR S.O.G. SLAB-ON-GRADE SPEC. SPECIFICATION SPECS. SPECIFICATIONS SPK. SPEAKER SQ. SQUARE STD. STANDARD STL. STEEL STR. STAIR STRUC. STRUCTURE, STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL SYS. SYSTEM T. THICK, TREAD T.B.D. TO BE DETERMINED TEMP. TEMPORARY, TEMPERED T&G. TONGUE AND GROOVE T.O.___ TOP OF ___ TLT/TOIL. TOILET T.P. TOILET PAPER T.S. TUBE STEEL TYP. TYPICAL UC. UNDERCUT U.N.O. UNLESS NOTED OTHERWISE V.B. VAPOR BARRIER V.C.T. VINYL COMPOSITION TILE VENT. VENTILATOR VERT. VERTICAL VEST. VESTIBULE VIN. VINYL W. WEST W/ WITH W/O WITHOUT W.C. WATER CLOSET WD. WOOD WDW. WINDOW WIN. WINDOW W.R. WATER RESISTANT W.W.F. WELDED WIRE FABRIC GRAPHIC SYMBOLSKEY PLAN PROJECT LOCATION PROPERTY LOCATION H I G H W A Y 3 4 -B I G T H O M P S ON A VE H I L L S I D E L A N E PROJECT SUMMARY Project Description The project includes a full commercial kitchen addition on the east side of the church. PERMIT SET VISTA LANE N ST. VRAIN AVE DOCUMENTS INDEX - KITCHEN NUMBER NAME GENERAL A000 COVER SHEET CIVIL C101 CIVIL GRADING PLAN C102 GENERAL NOTES & DETAILS ARCHITECTURAL A010 SCHEDULES, DOOR & WINDOW TYPES A020 LOWER LEVEL CODE PLAN A120 SITE PLAN A200 LOWER LEVEL DEMOLITION PLAN A210 LOWER LEVEL FLOOR PLAN A211 MAIN LEVEL FLOOR PLAN A300 LOWER LEVEL CEILING DEMO PLAN A310 LOWER LEVEL CEILING PLAN A401 EXTERIOR ELEVATIONS A501 BUILDING SECTIONS A601 INTERIOR ELEVATIONS & SECTIONS A701 FINISH PLAN & SCHEDULE A801 ROOF DETAILS A901 PERSPECTIVES STRUCTURAL S101 FRAMING PLANS S201 DETAILS MECHANICAL M001 MECHANICAL COVER SHEET M002 MECHANICAL SPECIFICATIONS M003 MECHANICAL SCHEDULES M004 MECHANICAL DETAILS M200 DEMOLITION PLAN - HVAC M210 LOWER LEVEL FLOOR PLAN - HVAC M211 MAIN LEVEL FLOOR PLAN - HVAC ELECTRICAL E000 ELECTRICAL ONE-LINE DIAGRAMS E001 ELECTRICAL SPECIFICATIONS E002 ELECTRICAL NARRATIVE E110 MAIN LEVEL ELECTRICAL PLAN E210 LOWER LEVEL FLOOR PLAN - POWER & SIGNAL E211 MAIN LEVEL FLOOR PLAN - ELECTRICAL E310 LOWERE LEVEL CEILING PLAN - LIGHTING PLUMBING P001 PLUMBING COVER SHEET P002 PLUMBING SPECIFICATIONS P003 PLUMBING SCHEDULES P004 PLUMBING DETAILS P005 ISOMETRIC DETAILS P200 DEMOLITION PLAN - PLUMBING P210 LOWER ELVE FLOOR PLAN - PLUMBING P211 MAIN LEVEL FLOOR PLAN - PLUMBING KITCHEN KA101 KITCHEN EQUIPMENT PLAN KA102 KITCHEN ELECTRICAL PLAN KA103 KITCHEN PLUMBING PLAN KA104 KITCHEN BUILDING CONDITIONS & VENTILATION KA201 HOOD DETAILS KA202 HOOD DETAILS KA203 HOOD DETAILS KA204 HOOD DETAILS KA205 HOOD DETAILS KA401 STANDARD DETAILS KA402 STANDARD DETAILS KA501 ELEVATIONS ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 A-PDF Watermark DEMO: Purchase from www.A-PDF.com to remove the watermark 1'- 0 " 1'-0" 2" 2" 2"1"1" 1" KRAFT FACED BATT INSULATION (R-21 MIN) 2X6 WD STUD 1/2" GYPSUM BOARD LEVEL 4 FINISH (U.N.O.) 1.5" RIGID INSULATION W/ 5/8" OSB SHEATING WEATHER RESISTIVE BARRIER STONE VENEER WAINSCOT VERTICAL WOOD SIDING ABOVE STONE WAINSCOT. PAINT TO MATCH EXISTING. STONE CAP BELOW STONE CAP ABOVE KRAFT FACED BATT INSULATION (R-21 MIN) 2X4 WD STUDS AT B1 2X6 WD STUDS AT B2 1/2" GYPSUM BOARD LEVEL 4 FINISH (U.N.O.) 1/2" GYPSUM BOARD LEVEL 4 FINISH (U.N.O.) 4-3/4" @ B1 6 3 / 4 " @ B 2 FRP SHOWN DASHED AT KITCHEN AREAS RIGID INSUL, RE: SPEC 1/2" COVERBOARD EPDM MEMBRANE WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING, RE: STRUC WD JOIST, RE: STRUC 1'-3 3/8" VIF CO U N T E R T O P COUNTERTOP AT SOILED DISH RETURN COUNTER APPLY STAINLESS SPLASH GUARD, 8" HIGH. BOTH JAMBS, WRAP CONTINUOUS. STAINED WD TRIM WRAPS HEAD AND JAMBS OVERHEAD COILING COUNTER DOOR. BASIS OF DESIGN: CornellCookson MODEL ESC10 KITCHEN (E) STONE CAP ABOVE (E) STONE WAINSCOT STONE VENEER OVER WRB ON OSB SHEATHING ON 2X4 WD FRAMING ALIGN NEW STONE INFILL GROUT TO MATCH (E) (E) STONE CAP BELOW VERTICAL WD SIDING OVER WRB ON OSB SHARTHING ON 2X4 WD FRAMING (E) EXTERIOR WALL 2X WD BUCK, PAINT CAULK TO MATCH GROUT COLOR ALIGN 3 EQ RISERS ~ 1 ' - 6 " R E : C I V I L 1'-0"1'-0"1'-0"1'-0". 6" 3'- 0 " 3'- 6 " 6" DIA WD POST, PAINT, SLOPE TOP 1.5" DIA MTL RAILING, PAINT CONC STEPS, RE: CIVIL CONC WALK, RE: CIVIL 1.5" MTL POST EMBED INTO CONC 4 EXTERIOR WALL, RE: PLAN FOR WALL TYPE 6" DIA WD POST, PAINT, SLOPE TOP WD TOP RAIL, MATCH (E) SIZE, PAINT MTL BALUSTERS, MATCH (E), PAINT CONC RAMP, RE: CIVIL MTL. TRENCH DRAIN, RE: CIVIL MTL HANDRAIL, PAINT CONC FOUNDATION, RE: STRUC ROOF DRAIN, RE: PLUMB DWGS VA R I E S VA R I E S 1.5" DIA MTL POST EMBED INTO CONC © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 4 6 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A010 SCHEDULES, DOOR & WINDOW TYPES OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION DOOR SCHEDULE NUMBER FROM ROOM TO ROOM FRAME DOOR FIRE RATING HARDWARE NOTES NOTESTYPE MATERIAL FINISH TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH 101 PARISH HALL A WD B 3'-0" 7'-0" 1 3/4" WD ST 102A KITCHEN B PT B 3'-6" 7'-0" 1 3/4" HM PT 102B PARISH HALL KITCHEN B B 3'-0" 7'-0" 1 3/4" ALUM ALUM 102C KITCHEN B B 3'-0" 7'-0" 1 3/4" ALUM ALUM 102D KITCHEN MANUF C 3'-0" 4'-6" 1" ALUM ALUM 102E KITCHEN PARISH HALL MANUF C 10'-0" 4'-6" 1" ALUM ALUM 108 HALLWAY K OF C STOR A PT A 3'-0" 7'-0" 1 3/4" WD ST 110 STOR HALLWAY A PT A 3'-0" 7'-0" 1 3/4" WD ST 1/4" = 1'-0"1 DOOR TYPES 1/4" = 1'-0"2 FRAME TYPES A PREHUNG WOOD B HOLLOW METAL DOUBLE RABBET A FLUSH B FLUSH W/ WINDOW C OVERHEAD COILING 1 1/2" = 1'-0"4 WALL TYPE A - EXTERIOR 1 1/2" = 1'-0"5 WALL TYPE B1 & B2 - INTERIOR 1 1/2" = 1'-0"6 TYPICAL ROOF ASSEMBLY 1" = 1'-0"7 JAMB - ROLL DOWN GRILLE 1 1/2" = 1'-0"8 NEW INFILL AT STORAGE 1 1/2" = 1'-0"9 NEW INFILL WALL 1" = 1'-0"10 STAIR SECTION 1" = 1'-0"11 RAMP SECTION ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 UP DN DN 267 SF STORAGE 2 OCC 69 SF OFFICE 1 OCC 47 SF ELEV 48 SF ELEV MECH 110 SF WOMEN 82 SF MEN 58 SF JANITOR 486 SF 14 MECHANICAL 2 OCC 58 SF ADA R.R. 147 SF ALTAR / ROSARY STOR 1 OCC 696 SF 102 KITCHEN 3 OCC 447 SF 103 ENTRY 327 SF 104 STORAGE 2 OCC 201 SF 110 STOR 1 OCC 60 SF 108 K OF C STOR 1 OCC 30 SF 106 (E) STOR 1 OCC 46 SF 109 HALLWAY 42 SF 30 Room 12 SF 107 (E) CLOSET 1117 SF 101 PARISH HALL 160 OCC EXIT E 80 OCC EXIT D 24 OCC EXIT C 54 OCC EXIT A 60 OCC 408 SF 114 HALLWAY 739 SF 115 YOUTH 49 OCC EXIT B 3 OCC 2 OCC 53 OCC 53 OCC 54 OCC 25 OCC 24 OCC OPERABLE PARTITION 5 OCC © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 4 8 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A020 LOWER LEVEL CODE PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"1 LOWER LEVEL CODE PLAN APPLICABLE ORDINANCES, CODES & STANDARDS • 2015 INTERNATIONAL BUILDING CODE • 2015 INTERNATIONAL MECHANICAL CODE • 2015 INTERNATIONAL PLUMBING CODE • 2015 INTERNATIONAL ENERGY CONSERVATION CODE • 2015 INTERNATIONAL FUEL GAS CODE • 2014 NATIONAL ELECTRICAL CODE • 2018 INTERNATIONAL FIRE CODE USE & OCCUPANCY CLASSIFICATION IBC CH. 3 CLASSIFICATION: - ASSEMBLY: GROUP A-3 - COMMUNITY HALL - EDUCATIONAL: GROUP E - CLASSROOMS ACCESSORY TO PLACE OF WORSHIP GENERAL BUILDING HEIGHTS & AREAS IBC CH. 5 CONSTRUCTION TYPE: TYPE V-B: PROPOSED NEW CONSTRUCTION ALLOWABLE BUILDING HEIGHT ABOVE GRADE PLANE (TYPE VB): PER TABLE 504.3 - OCCUPANCY A-3 = 6,000 SF, 1 STORY, 60 FT SPRINKLED AUTOMATIC SPRINKLER SYSTEM INCREASE = 1 STORY + 20 FT ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (TYPE VB): PER TABLE 504.4 - OCCUPANCY A-3 = 2 STORY FOR SPRINKLED ALLOWABLE AREA FACTOR IN SQUARE FEET (TYPE VB): PER TABLE 506.2 - OCCUPANCY A-3 = 18,000 SF FOR 2 STORY SPRINKLED ROOF STRUCTURES: TOWERS AND STEEPLES SHALL BE UNLIMITED IN HEIGHT PER 504.3 ROOF STRUCTURES ALLOWABLE BUILDING AREA MODIFICATIONS: BUILDING AREA INCREASE PER 506.2.3: Aa = {At + [NS x If]} x Sa WHERE: Aa = ALLOWABLE AREA, At = TABULAR AREA PER STORY, NS = TABULAR AREA PER STORY PER TABLE 506.2 FOR UNSPRINKLERED BLDG If = AREA FACTOR INCREASE DUE TO FRONTAGE, Sa = ACTUAL NUMBER OF STORIES ABOVE GRADE - BUILDING AREA INCREASE = {18,000 + [6,000 x .15]} x 2 = 37,800 SF FRONTAGE INCREASE = [(F/P) - 0.25] X [W/30] WHERE: F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE WITH MINIMUM DISTANCE OF 20 FEET P= TOTAL BUILDING PERIMETER W = WIDTH OF PUBLIC WAY OR OPEN SPACE - FRONTAGE INCREASE = [(238 /437) - 0.25] X [15 / 30] = .15 AUTOMATIC SPRINKLER SYSTEM INCREASE A-3 = + 300 PERCENT (Is =3) ACTUAL BUILDING HEIGHT AND AREA: -BUILDING 1 (NEW CONST) = 2 STORY / 34' 11' - 0" / 11,265 SF (NEW CONSTRUCTION) MIXED USE AND OCCUPANCY PER SECTION 508.3 NON-SEPARATED OCCUPANCIES - AREA LIMITS, HEIGHT LIMITS, AND CONSTRUCTION TYPE REQUIREMENTS ARE BASED ON THE MOST RESTRICTIVE OCCUPANCY GROUP INVOLVED WHICH IS A-3. PER SECTION 508.3 NO SEPARATION IS REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES. TYPES OF CONSTRUCTION IBC CH. 6 V-B - FULLY SPRINKLED, NON-RATED FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601): - PRIMARY STRUCTURAL FRAME: 0 HR - BEARING WALLS: 0 HR - NON- BEARING WALLS (INTERIOR): 0 HR - NON-BEARING WALL (EXTERIOR): 0 HR (> 16' FSD) - FLOOR CONSTRUCTION: 0 HR - ROOF CONSTRUCTION: 0 HR FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602): - X < 5 1 HR - 5 ≤X < 10 1 HR - 10 ≤ X < 30 0 HR - X ≥ 30 0 HR FIRE AND SMOKE PROTECTION FEATURES IBC CH. 7 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (TABLE 706.8): FIRE SEPARATION DISTANCE UNPROTECTED, SPRINKLERED PROTECTED 0' - 3' NOT PERMITTED NOT PERMITTED 3' - 5' 15% 15% 5' -10' 25% 25% 10' - 15' 45% 45% 15' - 20' 75% 75% 20' - 25' NO LIMIT NO LIMIT 25' - 30' NO LIMIT NO LIMIT CODE SUMMARY EXIT OCC LOAD REQUIRED WIDTH PROPOSED WIDTH A 60 170 X .2 = 12" 36" B 3 3 X .2 = .6" 36" C 54 54 X .2 = 10.8" 72" D 24 24 X .2 = 4.8" 36" E 80 80 X .2 = 16" 36" EGRESS WIDTH ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 UP DN UP DN J J J J J J S S S AV AV D D CO AV J © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 0 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A120 SITE PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1" = 20'-0"1 SITE PLAN NEW KITCHEN RELOCATED LOWER PORTION OF ADA RAMP NEW SIDEWALK NEW CURB -LOSE 3 PARKING SPACES EGRESS EXIT EGRESS EXIT KITCHEN DELIVERY DOOR ADA RAMP H C NEW CONC STEPS REGRADE PARKING ARE WITH NEW ASPHALT, COORD W/ CIVIL DWGS L I M I T O F C O N S T R U C T I O N L I M I T O F C O N S T R U C T I O N LIMIT OF CONSTRUCTION TRENCH DRAIN TRENCH DRAIN ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 UP UP UP DN DN 101 132 103 106108 110 111 112 112 113114 115116 117 122 123 125 126 124 127 127 110 131 103 121 128 121 121 121 121 RAMP RA M P 118 119 119119 125 117 102 102 102 102 100 131 111 LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N 133 103 103 102 125 127 127 127 127 121 121119 104 104 DEMOLITION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. REFER TO DEMOLITION PLAN FOR EXTENT OF PARTITIONS TO BE REMOVED. DEMOLITION SHALL INCLUDE ALL ELEMENTS WITHIN AND CONNECTED TO PARTITION. TERMINATE ALL ASSOCIATED ITEMS, I.E. PIPING, ELECTRICAL, COMMUNICATIONS, ETC, AS NECESSARY. ALL ELEMENTS SHALL BE TERMINATED AND CAPPED IN A LOCATION THAT WILL NOT BE VISIBLE WHEN CONSTRUCTION IS COMPLETE. 3. CAREFULLY REMOVE ALL DOORS, FRAMES, AND SIDELITES SHOWN DASHED. SALVAGE FOR REUSE PER CONSTRUCTION PLANS. 4. COORDINATE REMOVAL OF EXISTING FLOORING WITH TENANT. REFER TO CONSTRUCTION NOTES AND FINISH PLAN REGARDING PREPARATION OF FLOOR TO RECEIVE NEW FINISHES. 5. REMOVE AND SALVAGE MILLWORK ELEMENTS SHOWN DASHED. CONFIRM REUSE OR DISPOSAL WITH TENANT. 6. EXISTING WINDOW COVERINGS IN AREAS OF WORK SHALL BE REMOVED DURING CONSTRUCTION, CLEANED AND REINSTALLED PRIOR TO MOVE-IN. 7. REFER TO CEILING PLAN FOR AREAS OF CEILING AND CEILING ELEMENTS TO BE REMOVED. ALL PERIMETER GYP. BD. SOFFITS SHALL REMAIN, UNLESS NOTED OTHERWISE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL SURFACES ADJACENT TO AREAS OF DEMOLITION. ANY ITEMS DAMAGED DURING DEMOLITION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR. 9. ITEMS TO BE SALVAGED FOR FUTURE RE-USE SHALL INCLUDE BUT ARE NOT LIMITED TO: HVAC BOOTS, RETURN AIR GRILLES, HVAC CONTROL DEVICES, LIGHT FIXTURES, WIRING DEVICES, DOORS, DOOR FRAMES, HARDWARE, PLUMBING FIXTURES, CEILING TILES AND SUSPENSION MEMBERS. 10. ITEMS TO BE SALVAGED SHALL BE REMOVED IN A CAREFUL MANNER TO ENSURE MINIMUM DAMAGE AND SHALL BE STORED IN A STAGING AREA DESIGNATED BY THE TENANT. ALL OTHER MATERIALS SHALL BE REMOVED FROM THE SITE. 11. CONTRACTOR SHALL ERECT TIGHT FITTING, DUST-PROOF PARTITIONS AT THE PERIMETER OF THE AREA OF WORK PRIOR TO COMMENCEMENT OF DEMOLITION. DUST-PROOF PARTITIONS SHALL REMAIN IN PLACE UNTIL COMPLETION OF ALL CONSTRUCTION WORK. © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 1 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A200 LOWER LEVEL DEMOLITION PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"1 LOWER LEVEL DEMOLITION PLAN DEMOLITION KEYNOTES 101 REMOVE AND SALVAGE TIMBER POSTS, WOOD RAILING, METAL BALUSTERS, AND WOOD RAMP FOR REUSE. GC TO PROTECT UNTIL REUSE. 102 REMOVE EXISTING DOOR AND DOOR FRAME. 103 REMOVE WINDOW AND WINDOW FRAME. 104 REMOVE EXISTING WALL OR PORTION OF WALL. 106 REMOVED EXISTING RAMP, LOW HEIGHT WALLS, AND RAILING. 108 REMOVE PORTION OF EXISTING FLOOR AND RAILING. 110 REMOVE STONE VENEER WAINSCOT TO ACCOMMODATE NEW WALL CONSTRUCTION AND SALVAGE FOR REUSE. 111 REMOVE TIMBER PLANTER WALLS AND LANDSCAPING. 112 REMOVE CONCRETE AND TIMBER STAIRS AND METAL HANDRAILS. 113 REMOVE EXISTING STAIR, WALL, AND HANDRAILS. SALVAGE WOOD SIDING FOR POSSIBLE REUSE. 114 REMOVE EXISTING MILLWORK. 115 REMOVE EXISTING COUNTER, BASE CABINETS AND UPPER CABINETS. 116 REMOVE ALL EXISTING APPLIANCES AND KITCHEN EQUIPMENT. 117 EXISTING STEEL COLUMN TO REMAIN. 118 REMOVE EXISTING WINDOW AND PORTION OF WALL BELOW TO ACCOMMODATE NEW DOOR. 119 EXISTING OPERABLE PARTITION TO REMAIN. 121 NO DEMOLITION SCOPE OF WORK IN THIS AREA. 122 EXISTING TIMBER PLANTER TO REMAIN. 123 REMOVE EXISTING CONCRETE RAMP. 124 REMOVE EXISTING CONCRETE SIDEWALK AS NEEDED TO ACCOMMODATE NEW CONCRETE SIDEWALK CONFIGURATION. 125 REMOVE EXISTING FLOORING THIS AREA. 126 REMOVE EXISTING LANDSCAPING TO ACCOMMODATE NEW CONCRETE SIDEWALK. 127 EXISTING FLOORING TO REMAIN IN THIS AREA. 128 EXISTING WOOD TIMBER RAMP AND RAILINGS TO REMAIN. 131 SALVAGE EXISTING STONE VENEER. REMOVE PILASTER AND FRAMING TO NEW ROOF LEVEL. 132 SALVAGE EXISTING WOOD DOOR AND FRAME FOR REUSE. GC TO PROTECT DURING CONSTRUCTION. 133 REMOVE WALL TILE ON ALL WALLS. ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 UP DN UP DN DN D H C D H C DDD SL G S - 2 2 S C D H C G G D CC H D D D D C D H CW I CW O D (0.7 5 ~ 1 2 0 , 0 0 0 ~ ~ 2 . 5 " ) (0. 7 5 ~ 8 0 , 0 0 0 ~ ~ 2 . 5 " ) 6'-41_2" A401 2 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A401 1 19'-0 3/8" ELEV MECH ELEV OFFICE STORAGE WOMEN MEN JANITOR MECHANICAL ADA R.R. ALTAR / ROSARY STOR 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEWER LINE 10'-0" 10'-0" 102 KITCHEN 103 ENTRY 104 STORAGE 110 STOR 108 K OF C STOR 106 (E) STOR 109 HALLWAY 107 (E) CLOSET V.I.F. 30'-0" V.I.F. 6'-1 1/4"14'-0" V.I.F. 110 102A 10 2 D 10 2 E 87'-6" 89'-0" 87'-6" 102C 101 PARISH HALL 102B 108 101 202 203 205 206 207 209210 A6011 211 220 214 215 214 215 216 217 216 218 219 2 A210 219 221 21 ' - 6 " 18 ' - 0 " 17'-2"6'-6" 6'-10"9'-8"7'-2" 3'- 7 " 3'- 3 " 3'- 2 " 4'- 9 " 7'- 0 " 2'- 9 " 1'-0" 4'- 1 0 " 4'- 6 " 5'- 4 " 7'- 9 " 10 ' - 0 " 3'- 0 " 3'- 7 " 7'-6" 4'- 1 0 3 / 8 " 2'-4"1'- 2 " 4'-0"5'-1" 6 ' - 0 " +/ - 6'-0" +/- 89'-0" 202 202 B1 B1 B1 B1 A1 A1 B2 B1 HALLWAY 105 B1 8 A010 8 A010 B1 10 A010 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N 11 A010 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 219 CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO SHINGLE REMOVAL. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. CONTRACTOR TO PROVIDE ADDITIONAL LINE ITEM FOR SQUARE FOOT PRICING IN PROPOSAL FOR REPLACEMENT OF ROOF SHEATHING WHERE NEEDED. WALL & PARTITION GENERAL NOTES 1. THESE WALL AND PARTITION TYPES ARE INTENDED TO DESCRIBE THE GENERAL CONSTRUCTION. SHOULD PROJECT CONDITIONS SUGGEST ADJUSTMENTS TO THESE REQUIREMENTS, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT AS TO HOW THE SPECIFIC PARTITION TYPE IS TO BE ADJUSTED OR MODIFIED. 2. CONTRACTOR SHALL VERIFY EXISTING WALL CONSTRUCTION WHERE NEW WORK MEETS EXISTING ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS. 3. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING, LINTELS, BRACING, ETC. AT ANY SPECIAL CONDITIONS. 4. REFER TO CODE PLANS AND CONSTRUCTION PLANS FOR FIRE-RESISTANCE RATED SEPARATION WALLS, FLOORS, AND CEILING CONSTRUCTION. 5. AT ALL PARTITIONS SUPPORTED BY SLAB ON GRADE, PROVIDE FLOATING SILL DETAIL TO ACCOMMODATE 2" OF VERTICAL MOVEMENT. PROVIDE U.L. RATED ASSEMBLY AT RATED PARTITIONS. 6. AT FURRED OUT WALLS, ANCHOR FRAMING BACK TO STRUCTURE AT 24" O.C. 7. ALL PARTITIONS SHALL EXTEND TO UNDERSIDE OF CEILING STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. ALL RATED PARTITIONS SHALL EXTEND TO UNDERSIDE OF DECK STRUCTURE ABOVE. 8. ALL WALLS SHALL COMPLY WITH IBC SECTION 1607.13 FOR LATERAL LOAD RESISTANCE.B1.2WALL TAGS WALL/PARTITION TYPE HEIGHT DESIGNATION .0 REFER TO ELEVATION OR DETAIL. .1 EXTEND TO UNDERSIDE OF DECK. .2 EXTEND TO 6" ABOVE CEILING. .3 EXTEND TO CEILING. (TYP. U.N.O.) WALL HEIGHT DESIGNATIONS DISH AREA HAND SINK DISH DROP REFRIGERATOR FREEZER PREP SINK HAND SINK COOKING PREP TABLE FOOD PICK UP BEVERAGE HAND SINK REFIRGERATOR FREEZER © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 2 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A210 LOWER LEVEL FLOOR PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"1 LOWER LEVEL FLOOR PLAN CONSTRUCTION KEYNOTES 202 1.5" DIA METAL RAILING, PAINT. 203 GATE FOR PLATFORM LIFT BY MANUF. 205 NEW STAIR TO MATCH ADJACENT CONSTRUCTION. 206 EXISTING STONE BENCH. 207 NEW MECHANICAL PLATFORM LIFT. BASIS OF DESIGN: GARAVENTA - GENISIS OPAL. 209 RECONSTRUCTED WOOD RAMP WITH LOG POST AND METAL RAILING FROM EXISTING. 210 EXISTING WOOD RAMP, POSTS, METAL RAILING, AND LANDING. 211 CASED WOOD OPENING. STAIN TO MATCH EXISTING HORIZONTAL WOOD PLANKING. 214 INTERIOR ROOF DRAIN, RE: PLUMB. 215 METAL TRENCH DRAIN AND COVERPLATE, RE: CIVIL. 216 NEW CONCRETE WALK AND STEPS, RE: CIVIL. 217 EXISTING MANHOLE. 218 NEW TIMBER PLANTERS. 219 NEW METAL HANDRAILS, PAINT. 220 SALVAGED DOOR AND FRAME IN MODIFIED EXISTING WINDOW OPENING. 221 ADA CONCRETE RAMP. 1/4" = 1'-0"2 ENLARGED KITCHEN PLAN ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 DN DN DN DN DN DN A401 2 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 275 3 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 A801 278 280 278 277 282 284 276279 283 283 NO SCOPE OF WORK ON INTERIOR AREAS OF THE CHURCH OR PARISH OFFICES 285 280 280 NO SCOPE OF WORK ON INTERIOR AREAS OF THE CHURCH OR PARISH OFFICES A201. 5 A201. 2 288 CONSTRUCTION GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO SHINGLE REMOVAL. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK. 2. CONTRACTOR TO PROVIDE ADDITIONAL LINE ITEM FOR SQUARE FOOT PRICING IN PROPOSAL FOR REPLACEMENT OF ROOF SHEATHING WHERE NEEDED. © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 3 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A211 MAIN LEVEL FLOOR PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"1 MAIN LEVEL FLOOR PLAN ROOF KEYNOTES 275 INFILL STAIR OPENING. MATCH EXISTING FRAME DEPTH AND SHEATHING. 276 REMOVE PORTION OF EXISTING MANSARD ROOF TO ACCOMMODATE NEW FLAT ROOF CONNECTION PER STRUCTURAL DRAWINGS. 277 EXISTING ROOF DRAIN TO REMAIN 278 NEW ROOF DRAIN & OVERFLOW DRAIN, RE: DETAIL. 279 RECONFIGURE EXISTING DOWNSPOUT ONTO NEW ROOF. 280 NEW MECH UNIT, RE: MECH DRAWINGS. 282 EXISTING ROOF TO REMAIN. 283 NEW STONE VENEER TO MATCH EXISTING. 284 PREFINISHED METAL CAP. 285 NEW ROOF SHINGLES. BASIS OF DESIGN - ECHOSTAR - ASPEN BLEND (COMBINE EMPIRE SHAKE & EMPIRE SHAKE PLUS), COLOR-SARATOGA SUNSET. 288 GC TO PROVIDE ALLOWANCE FOR ROOF MEMBRANE REPAIR FOR POSSIBLE WORK FOR ENLARGED MECHANICAL CURB. ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 RCP SYMBOL LEGEND (E)EXISTING LIGHTING TO REMAIN. 2 x 2 RECESSED INDIRECT BASKET FIXTURE. 1 x 4 FLOURESCENT UTILITY FIXTURE. INDIRECT PENDANT LAMP. PENDANT FIXTURE (TYPES A AND B). LARGE PENDANT FIXTURE. 6" DOWNLIGHT CAN. 6" WALL WASHER CAN. 2 x 2 A.C.T. SYSTEM. 2 x 4 A.C.T. SYSTEM. A.C.T. SYSTEM TO BE DEMOLISHED GYP. BD. ON MTL. STUD. 2 x 4 RECESSED INDIRECT FIXTURE. 2 x 2 RECESSED INDIRECT FIXTURE. 178 178 178 179 176 178 180 178 181181 181 181 181 181 LIMIT OF CONSTRUCTION 179 179 181 LI M I T O F C O N S T R U C T I O N © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 3 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A300 LOWER LEVEL CEILING DEMO PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION RCP KEYNOTES 176 PATCH EXISTING GYP. BD. CEILING IN THIS AREA. 178 EXISTING CEILING TO REMAIN. COORDINATE ANY DEMO SCOPE WITH MECH DWGS. 179 REMOVE EXISTING LIGHT FIXTURES, TYP OF 8. 180 RELOCATE EXISTING DECORATIVE FIXTURE. GC TO PROTECT DURING CONSTRUCTION FOR INSTALLATION. 181 EXISTING LIGHT FIXTURE TO REMAIN. 1/8" = 1'-0"1 LOWER LEVEL CEILING DEMO PLAN ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EX H A U S T H O O D 8'-4" (E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E)(E)(E)(E) 304 303 307 307 306 305 307 302303 LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N 307 307 301 301 (E) (E) (E) (E)(E)(E)(E) (E)(E) 308 RCP GENERAL NOTES 1. ALL CEILINGS TO BE SET AT 9'-0" A.F.F. UNLESS NOTED OTHERWISE ON DRAWINGS. 2. ALL LIGHTING LOCATIONS TO TAKE PRECEDENCE OVER ALL OTHER CEILING AND PLENUM MOUNTED ITEMS. REFER TO ENGINEERING PLANS, IF PROVIDED, FOR FINAL LIGHTING LAYOUT. CONTRACTOR TO COORDINATE ANY DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO NOTIFY ARCHITECT OF ANY ABOVE-CEILING CONFLICTS WHICH IMPACT LIGHTING LAYOUT OR CEILING CONSTRUCTION PRIOR TO BEGINNING WORK. 4. CONTRACTOR TO VERIFY QUANTITIES OF FIXTURES AND DEVICES AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE REQUIRED SCOPE. 5. LOCATION OF NEW DOWNLIGHTS TO BE IN THE CENTER OF TILE UNLESS NOTED OTHERWISE. 6. HVAC CONTRACTOR TO COORDINATE SCOPE OF HVAC MODIFICATIONS WITH OWNER. REFER TO MECHANICAL DRAWINGS AND NOTES. 7. CLEAN OR REPAINT ALL SUPPLY & ALL EXISTING/REUSED DIFFUSERS AND RETURN GRILLES. 8. CONTRACTOR TO TEST AND BALANCE HVAC SYSTEM WITHIN SUITE AREAS. 9. RELOCATE THERMOSTATS WITHIN SUITE AS REQUIRED BY MODIFIED PARTITION LAYOUT. CONFIRM FINAL LOCATIONS WITH ARCHITECT FOR DEVICES LOCATED IN ANY PUBLIC SPACES. 10. CONTRACTOR TO MODIFY SMOKE DETECTORS, ALARMS, AND STROBES FOR NEW LAYOUT TO MEET ALL APPLICABLE LOCAL BUILDING CODES, FIRE CODES, AND ADA GUIDELINES. 11. SWITCH PLATES AND OUTLETS SHALL MATCH BUILDING STANDARD. CONTRACTOR SHALL SUBMIT INFORMATION ON COVERPLATE MATERIAL TO ARCHITECT FOR APPROVAL. 12. SPRINKLER CONTRACTOR TO RELOCATE/RECONFIGURE EXISTING SPRINKLER HEADS AS REQUIRED BY NEW PARTITION LAYOUT AND NEW OR REMOVED CEILINGS. REFER TO KEYED NOTES BELOW FOR ADDITIONAL DESCRIPTION OF THE SCOPE OF WORK. PROVIDE COMPLETE ENGINEERED SHOP DRAWINGS FOR REVIEW BY ARCHITECT, AND APPROVAL BY LOCAL AUTHORITIES. 13. SPRINKLERS IN A.C.T. CEILINGS SHALL BE CENTERED IN TILES. 14. REMOVE AND RELOCATE EXIT SIGNS PER MODIFIED PARTITION LAYOUT, ACCORDING TO CODE REQUIREMENTS, AND BUILDING DEPARTMENT REQUIREMENTS. REFER TO ELECTRICAL ENGINEERING DRAWINGS. RCP SYMBOL LEGEND (E) EXISTING LIGHTING TO REMAIN. 2 x 2 RECESSED INDIRECT BASKET FIXTURE. 1 x 4 FLOURESCENT UTILITY FIXTURE. INDIRECT PENDANT LAMP. PENDANT FIXTURE (TYPES A AND B). LARGE PENDANT FIXTURE. 6" DOWNLIGHT CAN. 6" WALL WASHER CAN. 2 x 2 A.C.T. SYSTEM. 2 x 4 A.C.T. SYSTEM. A.C.T. SYSTEM TO BE DEMOLISHED GYP. BD. ON MTL. STUD. 2 x 4 RECESSED INDIRECT FIXTURE. 2 x 2 RECESSED INDIRECT FIXTURE. © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 5 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A310 LOWER LEVEL CEILING PLAN OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"1 LOWER LEVEL CEILING PLAN RCP KEYNOTES ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 03-MAIN LEVEL 100'-0" ROOF 124'-0" 01-LOWER LEVEL 87'-6" NARTHEX LEVEL 98'-10" (E) KITCHEN LEVEL 89'-0" 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE-USED WOOD RAMP, POSTS, AND HANDRAILS INFILL REMAINING (E) OPENING WITH LOG PATTERN. REMOVE EXISTING PARTIAL LOGS IN ORDER TO MAKE PATTERN CONTINUOUS 03-MAIN LEVEL 100'-0" ROOF 124'-0" 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 01-LOWER LEVEL 87'-6" (E) KITCHEN LEVEL 89'-0" REPAINT VERTICAL LOG SIDING THIS ELEVATION SAVLAGE (E) STONE PILASTER ABOVE NEW ROOF DECK - REPLACE AFTER ROOF DECK IS PLACED NEW MTL RAILING, PAINT NEW CONC STEPS, RE: CIVIL VERT LOG POST W/ METAL RAILING - MATCH (E) RAMP NEW STONE TO MATCH EXISTING NEW VET LOG SIDING TO MATCH EXISTING NEW SHINGLE, RE: SPEC STONE VENEER - MATCH (E) VERT WD SIDING - MATCH (E) 8 A010 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 A010 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW WOOD POST, PAINT NEW SHINGLES ON (E) SUBSTRATE MATCH (E) SOFFIT HEIGHT © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 7 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A401 EXTERIOR ELEVATIONS OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"2 BUILDING ELEVATION SOUTH 1/8" = 1'-0"1 BUILDING ELEVATION EAST ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 01-LOWER LEVEL 87'-6" 2 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 A501 102 KITCHEN 3 A601 5 A801 MECH EQUIP ON CURB. RE: MECH 12 ' - 6 " 8 A010 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 101 PARISH HALL 03-MAIN LEVEL 100'-0" 1 A501 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 01-LOWER LEVEL 87'-6" (E) KITCHEN LEVEL 89'-0" 3 A501 102 KITCHEN 103 ENTRY 104 STORAGE 110 STOR 3 A801 MECH EQUIP ON CURB. RE: MECH NEW STONE PILASTER 01-LOWER LEVEL 87'-6" 7 A801 5 A501 4 A501 ROOF SHINGLES (RE SPEC) OVER FELT PAPER ON PLYWOOD SHEATHING ON PREFAB TRUSS - RE: STRUCT SOFFIT BOARD, PAINT MATCH (E) SOFFIT HT SLOPED STONE CAP, MATCH EXISTING STONE VENEER WD STUD FRAMING, RE: STRUC W/ NAIL BASED RIGID INSUL CONC SIDEWALK, RE: CIVIL PREFINISHED METAL FLASHING EPDM MEMBRANE, RE: SPECS VERTICAL LOG SIDING TO MATCH EXISTING DAMPPROOFING VAPOR BARRIER CEILING, RE: CEILING PLAN 2" RIGID INSUL 6 A501 42 " M I N A T M E C H U N I T 3'- 6 7 / 8 " 6" CONF FOUNDATION, RE: STRUC 24 12 MATCH (E) ROOF PITCH. GC TO CONFIRM 2x6 WD STUD, RE: STRUC OSB SHEATHING, RE: STRUCT WEATHER RESISTANT BARRIER 1-1/2" RIGID INSUL STONE VENEER STONE SET IN FULL BED OF MORTAR FLASHING CONC SLAB, RE: STRUC VAPOR BARRIER RIGID INSULATION DAMPPROOFING EXPANSION FILLER P.T. WD SILL PLATE CONC FND & FOOTING, RE: STRUC 2x6 WD STUD, RE: STRUC OSB SHEATHING, RE: STRUCT WEATHER RESISTANT BARRIER 1-1/2" RIGID INSUL STONE VENEER VERTICAL WOOD SIDING CAULK STONE CAP STL ANGLE, RE: STRUC SHINGLE, RE: SPECS WEATHER RESISTIVE BARRIER WD FRAMING, RE: STRUC SHEATHING, RE: STRUC EXT SOFFIT BOARD TO MATCH EXISTING, PAINT PREFINISHED MTL TRIM © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 8 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A501 BUILDING SECTIONS OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION1/4" = 1'-0"1 BUILDING SECTION 1/4" = 1'-0"2 BUILDING SECTION 3/4" = 1'-0"3 WALL SECTION 1" = 1'-0"4 FOUNDATION DETAIL 1" = 1'-0"5 STONE CAP 1 1/2" = 1'-0"6 ROOF DETAIL ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 4'- 6 " 2' - 1 0 " 3 A601 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 A601 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1'-6"2'-6"2'-6"2'-6"1'-6"2'-6"2'-6" OPEN OPEN 4 A601 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PL-1 PL-2 PL-1 FRP-1 3 1 / 2 " 2'- 1 0 " 1'- 8 " 2'- 6 " 4" 2'- 6 1 / 2 " WALL BEYOND STAINLESS STEEL COUNTERTOP & BACKSPLASH AS SCHEDULED ADJ. SHELVES ROLL DOWN DOOR, RE: SPECS V.I.F. 4 1/8"1" STAINED WOOD ROLL DOWN DOOR GUIDE, BEYOND ROLL DOWN DOOR HOUSING, RE: SPECS. CEILING, RE: CEILING PLAN NEW HEADER, RE: STRUCT EXIST WALL NEW 2X WD WALL, RE: PLAN CABINET BEYOND PLAS LAM BASE CABINET (E) WALL FRAMING TO REMAIN 7 A010 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2'-1" 3 1 / 2 " 1'- 8 " 2'- 1 0 " 1'-0 1/2" 2'- 6 " 2'- 5 " 4" PLAM UPPER CABINET STAINLESS STEEL COUNTERTOP & BACKSPLASH, AS SCHEDULED ADJ. SHELVES ADJ. SHELVES STAINLESS STEEL COUNTERTOP AS SCHEDULED DRAWERS V.I.F. 4 1/8"1" PLAM BASE CABINET 2'- 1 0 " 3 1 / 2 " EXIST WALL NEW 2X WD WALL, RE: PLAN © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 8 : 5 9 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A601 INTERIOR ELEVATIONS & SECTIONS OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION1/4" = 1'-0"1 KITCHEN 102 - WEST WALL 1" = 1'-0"3 BASE CABINETRY SECTION 1" = 1'-0"5 BASE / UPPER CABINETRY - SECTION 1" = 1'-0"4 BASE CABINETRY SECTION 4 DRAWERS ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 UP DN UP DN DNUP DN ELEV MECH ELEV OFFICE STORAGE WOMEN MEN JANITOR MECHANICAL ADA R.R. ALTAR / ROSARY STOR 102 KITCHEN 103 ENTRY 104 STORAGE 110 STOR108 K OF C STOR 106 (E) STOR 109 HALLWAY 107 (E) CLOSET 101 PARISH HALL CPT-1(E) CPT (E) TILE(E) CPT TI L E - 1 (E) CPT CPT-1 CP T - 1 (E ) T I L E (E ) T I L E CP T - 1 CPT-1(E) CONC (E) TILE TILE-2 TILE-1 TILE-2 TILE-1 ALIGN 4'-0" 4'- 0 " 4'-0" ALIGN W/ CENTER OF PANEL ALTERNATE #1 BASE BID: NO SCOPE OF WORK ALTERNATE BID: PROVIDE ALTERNATE PRICING PER SCOPE DESCRIBED IN DRAWINGS ST A I N L E S S ST E E L FR P - 1 FR P - 1 FRP-1 FRP-1 © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 9 : 0 0 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A701 FINISH PLAN & SCHEDULE OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1/8" = 1'-0"1 LOWER LEVEL FINISH FLOOR PLAN FINISHES LEGEND REFER TO REQUIREMENTS FOR EACH ITEM AS NOTED IN SPECIFICATIONS SYMBOLS TYPE MFR STYLE/COLOR REMARKS CPT-1 CARPET TILE MANNINGTON EVERYWHERE III, ALLURE 3303 FRP-1 FIBERGLASS REINFORCED PANEL WHITE KITCHEN PL-1 PLASTIC LAMINATE WILSONART ASIAN SAND 7952 K-18 BASE AND UPPER CABINETS PL-2 PLASTIC LAMINATE WILSONART BURNISHED CHESTNUT 4796-60 COUNTERTOP & BACKSPLASH PT-1 PAINT SHERWIN WILLIAMS MATCH EXISTING PT-2 PAINT SHERWIN WILLIAMS RB-1 RUBBER BASE ROPPE BURNT UMBER - 194 RB-2 RUBBER NOSING ROPPE BURNT UMBER - 194 STAIRS RF-1 POLYURETHANE CONCRETE (RESINOUS FLOORING) SIKA USA PURECEM - COLOR TBD PROVIDE ALTERNATE BID TO QUARRY TILE IN KITCHEN ST-1 STAIN VT INDUSTRIES RAVINE - RA07 DOORS, TRIM TO MATCH EXISTING TILE-1 STONE TILE DAL-TILE AUTUMN MIST - 2772 SIZE TO MATCH EXISTING TILE-2 QUARRY TILE DAL-TILE RED BLAZE, 6X6 ROOM FINISH SCHEDULE Number Name Floor Base Finish Walls CommentsMtrl. Fin. North East South West Mtrl. Mtrl. Mtrl. Mtrl. 101 VESTIBULE EXIST EXIST 101 PARISH HALL EXIST/ST-1 102 KITCHEN TILE-1 103 ENTRY EXIST 104 STORAGE CPT-1 104 HALLWAY CPT-1 105 OFFICE CPT-1 105 HALLWAY 106 (E) STOR EXIST 107 (E) CLOSET CPT-1 108 K OF C STOR EXIST 108 (E) STOR EXIST 109 HALLWAY EXIST 110 STOR EXIST 112 EXT STOR EXIST 114 HALLWAY EXIST 115 YOUTH EXIST ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 1/2" MIN UNDERLAP FOR MEMBRANE XXXX XXXX X X X X X X X X X X X X XXX XXXX XXXXXXXXXXXXX STRAINING LID DRAIN BODY CLAMPING RING PIPE SIZED PER PLUMBING DRAWINGS. WATER CUTOFF MASTIC ALL BOLTS AND CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC. INSULATION SHEATHING COVERBOARD; HOLD BACK AS REQUIRED TO TAPER INSULATION SPRAY FOAM INSULATION ROOF MEMBRANE. THE HOLE IN THE MEMBRANE SHALL EXCEED THE DIAMETER OF THE DRAIN PIPE, BUT SHALL BE NO LESS THAN 1/2" (13mm) FROM THE ATTACHMENT POINTS OF THE DRAIN CLAMPING RING. 1. FIELD SPLICES MUST BE LOCATED AT LEAST 6" (152mm) OUTSIDE THE DRAIN SUMP. 2. INSULATION TAPER SHALL NOT BE GREATER THAN 6" (152mm) IN 12" (305mm) HORIZONTAL. NOTE: DETAIL IS PROVIDEDFOR DESIGN INTENT. INSTALL PER ROOF MFR AND DRAIN MFR INSTRUCTIONS. RIGID INSUL, RE: SPEC 1/2" COVERBOARD EPDM MEMBRANE WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING, RE: STRUC WD JOIST, RE: STRUC FLASHING STONE VENEER WEATHER RESISTIVE BARRIER EXISTING WALL REMOVE EXISTING STONE OR LOG SIDING LVL SUPPORT, RE: STRUC MATCH (E) RIGID INSUL, RE: SPEC 1/2" COVERBOARD EPDM MEMBRANE. REINFORCE CORNERS PER MRF. WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING, RE: STRUC WD JOIST, RE: STRUC PREFINISHED METAL CAP EXISTING WALL EXISTING SLOPED ROOF VI F WD BLOCKING & ANGLED SUPPORTS. RE: STRUC BATT INSUL. R-35 MIN. RIGID INSUL., PER SPECS & CODE SHEET COVER BOARD, PER SPECS. EPDM ROOF MEMBRANE EXTEND EPDM MEMBRANE UP AND OVER RIGID INSUL. ATTACH TO PRE-FAB. CURB PER ROOF MFR. DETAIL. ROOF JOISTS RE: STRUCT. PRE-FAB. ROOF CURB. VARIES BY RTU MODEL. PROVIDE COVER BOARD OVER RIGID INSUL. ROOF DECK RTU PER MECH. SCHEDULE CANT PER ROOF MFR. DETAIL. CONTINUOUS VAPOR BARRIER PER ROOF ASSY. SHT. MTL. COUNTERFLASHING, FIELD SUPPLIED, FASTENED TO PRE-FAB CURB PER RTU MFR. DETAIL. PROVIDE RIGID INSUL INSIDE CURB STRUCTURE PER MFR. DETAIL. 11 1 / 2 " PLYWOOD SHEATHING ON WD STUD FRAMING, RE: STRUC SALVAGED STONE VENEER WEATHER RESISTIVE BARRIER CAULK EXISTING LOG SIDING MA T C H E X I S T I N G W I D T H MATCH EXISTING CAULK 2 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 A801 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SHINGLE, RE: SPECS CLEAT PREFINISHED METAL CAP WEATHER RESISTIVE BARRIER PRE-FAB WD TRUSS, RE: STRUC SHEATHING, RE: STRUC EPDM MEMBRANE, RE: SPECS RIGID INSUL, RE: SPEC 1/2" COVERBOARD EPDM MEMBRANE WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING, RE: STRUC WD JOIST, RE: STRUC FLASHING (E) VERTICAL LOG SIDING EXISTING WALL LVL SUPPORT, RE: STRUC STL BEAM AND BLOCKING, RE: STRUC 8" M I N © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 9 : 0 1 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A801 ROOF DETAILS OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 3" = 1'-0"1 ROOF DRAIN DETAIL 1 1/2" = 1'-0"2 STONE PILASTER / ROOF DETAIL 1 1/2" = 1'-0"3 EXISTING PARAPET/NEW ROOF DETAIL 1 1/2" = 1'-0"4 RTU CURB 1 1/2" = 1'-0"6 PLAN DETAIL AT STONE PILASTER 1 1/2" = 1'-0"7 ROOF DETAIL 1 1/2" = 1'-0"5 WALL / ROOF DETAIL ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 © 2020 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 730 17TH STREET, SUITE 104 DENVER, CO 80202 303-227-9453 INTEGRATIONDESIGNGROUP.COM 8/ 2 / 2 0 2 1 4 : 4 9 : 1 8 P M C: \ U s e r s \ j o h n . s a n d e r s o n \ D o c u m e n t s \ 1 7 2 3 - O u r L a d y o f t h e Mo u n t a i n s _ j o h n . s a n d e r s o n @ i n t e g r a t i o n d e s i g n g r o u p . c o m .r v t A901 PERSPECTIVES OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION 1 KITCHEN ADDITION - PERSPECTIVE VIEW 1 2 KITCHEN ADDTION - PERSPECTIVE VIEW 2 3 KITCHEN - ISOMETRIC PARISH HALL ENTRY 4 PARISH HALL ∆ISSUE DATE PERMIT SET 30 JUL 2021 7.30.2021 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 M001 MECHANICAL SYMBOLS, ABBREVIATIONS AND NOTES 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. GENERAL SPECIFICATIONS WORK UNDER THIS SECTION IS SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING THE DRAWINGS, GENERAL AND SUPPLEMENTARY CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS. THE DRAWINGS AND SPECIFICATIONS SHALL BE UNDERSTOOD TO COVER SYSTEMS OF HEATING, VENTILATION AND AIR CONDITIONING, INSULATION, BUILDING AUTOMATION SYSTEMS AND TEMPERATURE CONTROL, AND TESTING AND BALANCING. THE DRAWINGS AND SPECIFICATIONS ARE TO BE TAKEN TOGETHER. WORK SPECIFIED AND NOT SHOWN, OR WORK SHOWN AND NOT SPECIFIED, SHALL BE AS BINDING AS THOUGH REQUIRED BY BOTH, THE DRAWINGS AND SPECIFICATIONS. MINOR ITEMS AND ACCESSORIES OR DEVICES REASONABLY INFERABLE AS NECESSARYTO THE COMPLETE AND PROPER OPERATION OF ANY SYSTEM SHALL BE PROVIDED FOR SUCH SYSTEMS, WHETHER OR NOT THEY ARE SPECIFICALLY CALLED FOR BY THE SPECIFICATIONS OR THE DRAWINGS. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL NECESSARY PERMITS AND LICENSE FEES, MAKE ARRANGEMENTS FOR INSPECTIONS, PAY ALL FEES IN CONNECTION THEREWITH, EXCEPT BUILDING PERMIT, AND PAY ALL APPLICABLE FEDERAL, STATE AND LOCAL TAXES. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL NECESSARY PERMITS AND LICENSE FEES, MAKE ARRANGEMENTS FOR INSPECTIONS, PAY ALL FEES IN CONNECTION THEREWITH, EXCEPT BUILDING PERMIT, AND PAY ALL APPLICABLE FEDERAL, STATE AND LOCAL TAXES. THE CONTRACTOR SHALL GUARANTEE ALL WORK TO BE FREE FROM DEFECTS INMATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR IN ACCORDANCE WITH THE GENERAL CONDITIONS, UNLESS A LONGER PERIOD IS STIPULATED UNDER SPECIFIED HEADINGS. HE SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER, ANY MATERIAL OR EQUIPMENT DEVELOPING DEFECTS. REPAIRS OR REPLACEMENTS SHALL BEAR AN ADDITIONAL TWELVE (12) MONTHS GUARANTEE FROM TIME REPAIR OR REPLACEMENT IS COMPLETE. THIS REQUIREMENT SHALL BE BINDING, EVEN THOUGH IT WILL EXCEED PRODUCT GUARANTEES NORMALLY FURNISHED BY SOME MANUFACTURERS. THE CONTRACTOR SHALL SUBMIT HIS OWN AND EACH MANUFACTURERS' WRITTEN CERTIFICATES AND WARRANTIES WHICH INDICATE THAT EACH ITEM OF EQUIPMENT FURNISHED, COMPLIES WITH ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. GUARANTEES AND WARRANTIES SHALL COMMENCE FROM THE DATE OF THE SIGNED ACCEPTANCE BY THE OWNER OF A PARTICULAR ITEM OF EQUIPMENT OR A PARTICULAR DEFINED PORTION OF THE WORK. ALL WORK SHALL BE INSTALLED IN CONFORMITY WITH ALL GOVERNMENTAL JURISDICTIONAL AUTHORITIES REGULATIONS, LAWS, RULES, OR ORDINANCES IN EFFECT AND GOVERNING SAME; SUCH RULES AND REGULATIONS AND LOCAL ORDINANCES TO BE CONSIDERED PART OF SPECIFICATIONS. MECHANICAL CONTRACTOR SHALL BE HELD STRICTLY RESPONSIBLE FOR ANY VIOLATION OF SAME AND SHALL CHANGE HIS WORK TO CONFORM WITHOUT ADDITIONAL COST TO OWNER. ALL WORK SHALL ALSO CONFORM TO THE PUBLISHED STANDARDS OF THE NATIONAL FIREPROTECTION ASSOCIATION, AND ELECTRICAL WORK AND EQUIPMENT SHALL CONFORM TO REQUIREMENTS OF THE CURRENT ISSUE OF THE NATIONAL ELECTRICAL CODE. ALL MATERIALS, IN GENERAL, SHALL BE UNDERWRITERS' LABORATORIES LISTED AND SHALL BEAR UL LABEL WHERE LABELING SERVICE IS AVAILABLE. WHERE JURISDICTIONAL RULES REQUIRE ASSISTANCE OF MECHANICS OF TRADES OTHERTHAN THOSE ORDINARILY EMPLOYED BY A PARTICULAR MECHANICAL CONTRACTOR INTHE HANDLING, STORAGE OR SETTING OF SPECIAL EQUIPMENT, THE MECHANICALCONTRACTOR SHALL EMPLOY SUCH TRADESMEN SO AS TO BE IN CONFORMANCE WITHLOCAL JURISDICTIONAL AGREEMENTS. IT IS CONTEMPLATED THAT WORK INCLUDED BE DONE DURING REGULAR WORKINGHOURS ON A "STRAIGHT TIME" BASIS. ANY WORK REQUIRING OVERTIME SHALL INCLUDETHE COST FOR SUCH OVERTIME WORK AS A PART OF THE BASE BID PROPOSAL. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INTERFERENCE WITHOR DAMAGE TO ANY EXISTING UTILITIES AND SHALL REPAIR OR REPLACE ANY DAMAGEDUTILITIES WITH THE LEAST POSSIBLE DELAY AND HOLD THE OWNER HARMLESS IN THEEVENT THAT THERE IS ANY DAMAGE. CERTAIN ITEMS OF EQUIPMENT ARE SPECIFIED ON THE DRAWING EQUIPMENTSCHEDULES OR IN NOTES AS THE PRODUCT OF A SPECIFIC MANUFACTURER INCLUDING THE TRADE NAME, SIZE AND MODEL NUMBER. THIS IS TO ESTABLISH A STANDARD OFQUALITY AND TO MAKE PROVISIONS FOR POWER, SPACE ALLOWANCE, AND CONNECTIONS BY OTHER TRADES. IF ALTERNATE MANUFACTURERS OTHER THAN THOSE NAMED IN THE DOCUMENTS AREPROPOSED TO BE USED, THE BIDDER SHALL LIST SUCH OTHER ALTERNATEMANUFACTURERS ALONG WITH ANY COST ADDITIONS OR DEDUCTIONS FROM THE BASEBID PROPOSAL. IF THE OWNER ACCEPTS THE ALTERNATE MANUFACTURER THECONTRACT WILL SO STATE. IF THE CONTRACT DOES NOT CONTAIN THE NAMES OFALTERNATE MANUFACTURERS THE CONTRACTOR SHALL SUBMIT ONLY MANUFACTURERSNAMED IN THE DOCUMENTS. IF THE MECHANICAL CONTRACTOR PROPOSES TO USE THE PRODUCT OF A MANUFACTURER OTHER THAN THE ONE NAMED IN THE DOCUMENTS HE SHALL BERESPONSIBLE FOR THAT ITEM OF EQUIPMENT FITTING IN PLACE WITH ADEQUATECLEARANCES. FURTHER, IF DIFFERENT CONNECTIONS OR PROVISIONS ARE REQUIRED TOBE FURNISHED BY OTHER TRADES FROM THE PRODUCT NAMED IN THE DOCUMENTS, THEMECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OTHER TRADESOF ANY CHANGES AND IF ADDITIONAL COSTS ARE REQUIRED BY THE OTHER TRADES HESHALL PAY SUCH COSTS. THE ENGINEER HAS NO CONTRACTUAL RESPONSIBILITY IN CONNECTION WITH JOB SITESAFETY MEASURES OR PRECAUTIONS AS RELATED TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES IN THAT REGARD. THE MECHANICAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THEWORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMALWORKING HOURS. THE ARCHITECT/ENGINEER'S OBSERVATIONS OF THE MECHANICALCONTRACTOR'S PERFORMANCE ARE NOT INTENDED TO INCLUDE REVIEW OF THEADEQUACY OF THE MECHANICAL CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THECONSTRUCTION SITE. IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TOCOMPLY WITH "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION", VOLUME 36, NO.75, PART II OF THE FEDERAL REGISTER BY THE U.S. DEPARTMENT OF LABOR. THEMECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SUCH SAFETYMEASURES AND SHALL CONSULT WITH THE STATE OR FEDERAL SAFETY INSPECTOR FOR INTERPRETATION WHENEVER IN DOUBT AS TO WHETHER SAFE CONDITIONS DO OR DONOT EXIST; OR WHETHER HE IS OR IS NOT IN COMPLIANCE WITH STATE OR FEDERALREGULATIONS. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC IN NATURE AND SHOW GENERALARRANGEMENT OF ALL EQUIPMENT, PIPING, DUCTWORK, SERVICES, ETC. BECAUSE OFTHE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS,FITTINGS, AND ACCESSORIES WHICH MAY BE REQUIRED. FURNISH ALL FITTINGS, ANDACCESSORIES THAT MAY BE REQUIRED TO MEET SUCH CONDITIONS AND TO FIT WORKOF OTHER TRADES. FURNISH THREE (3) SETS OF CUTS OR BROCHURES, OR ONE SEPIA REPRODUCIBLE SHOPDRAWING AND TWO PRINTS SHOWING ALL DETAILS OF CONSTRUCTION FOR DUCTLAYOUTS AND EQUIPMENT AND ASSOCIATED WIRING DIAGRAMS TO BE FURNISHED. REVIEW OF THE SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY AND SHALL NOT BECONSIDERED AS A GUARANTEE OF MEASUREMENTS OR OF BUILDING CONDITIONS; NORSHALL IT BE CONSTRUED AS RELIEVING THE MECHANICAL CONTRACTORS OF BASICRESPONSIBILITIES UNDER HIS CONTRACT. ALL EQUIPMENT SUBMITTED AS SHOP DRAWINGS SHALL BE APPROVED BY THEGOVERNING JURISDICTIONAL AUTHORITIES PREVIOUS TO SUBMITTAL. SUBMISSION OFA SHOP DRAWING SHALL MEAN THAT APPROVAL HAS BEEN OBTAINED FOR INSTALLATIONOF THE EQUIPMENT SUBMITTED FOR REVIEW. AT COMPLETION OF THE PROJECT, ALL CHANGES AND DEVIATIONS FROM THE CONTRACTDOCUMENTS SHALL BE RECORDED BY THE MECHANICAL CONTRACTOR ON AS- BUILTDRAWINGS. SUPPLY TO THE ARCHITECT/ENGINEER FOUR PAPER BLUE LINE SETS AND THE OWNER, ARCHITECT, ENGINEER OR OTHERS WHO THEY MAY DESIGNATE SHALL BEPRIVILEGED TO ENTER AND OCCUPY THE BUILDING OR PORTIONS THEREOF, AT ANY TIMEPRIOR TO COMPLETION OF THE MECHANICAL WORK WITHOUT PREJUDICE. BEFORE MAKING ANY INSTALLATION, THE MECHANICAL CONTRACTOR SHALL CONFERWITH ALL OTHER CONTRACTORS WHOSE WORK MAY AFFECT THE WORK UNDER THEIRSECTIONS AND MAKE THE NECESSARY CHANGES TO AVOID INTERFERENCES ORIMPROPER EFFECT ON WORK TO BE PERFORMED BY ALL OTHER TRADES. IN THE EVENTTHAT INTERFERENCES DEVELOP, THE ARCHITECT'S DECISION WILL BE FINAL AND NOADDITIONAL COMPENSATION WILL BE ALLOWED FOR MOVING OF MISPLACED PIPING, DUCTS, CONDUIT AND/OR EQUIPMENT. ALL MATERIALS AND/OR EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. EACH MAJOR COMPONENT OF THE EQUIPMENT SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS, MODEL NUMBER AND RATING ON A PLATE SECURELY AFFIXED IN A CONSPICUOUS PLACE. THE NAMEPLATE OF A DISTRIBUTING AGENT IS NOT ACCEPTABLE. ASME CODE RATINGS, OR OTHER DATA WHICH IS DIE-STAMPED INTO THE SURFACE OF THE EQUIPMENT SHALL BE IN A VISIBLE LOCATION. USE ONLY NEW MATERIALS OF THE BEST QUALITY OF THEIR RESPECTIVE KINDS; LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. MATERIALS SHALL BE MANUFACTURED BY REPUTABLE MANUFACTURERS WHO HAVE BEEN PRODUCING THIS TYPE OF MATERIAL TO BE SOLD IN MAJOR CITIES IN THE UNITED STATES FOR A PERIOD OF AT LEAST FIVE (5) YEARS, UNLESS OTHERWISE NOTED HEREIN. THE INSTALLATION OF ANY ACCESS PANEL IS STRICTLY LIMITED TO LOCATIONS AS INDICATED ON THE ARCHITECTURAL DRAWINGS OR APPROVED BY ARCHITECT. FIRE STOPPING SHALL BE REQUIRED AT ALL FLOOR AND FIRE RATED WALL/PARTITION PENETRATIONS. FIRE STOPPING SYSTEMS SHALL BE AS DETAILED ON ARCHITECTURAL DRAWINGS. ALL SHOP FABRICATED AND FACTORY BUILT EQUIPMENT NOT GALVANIZED OR PROTECTED BY PLATING SHALL BE CLEANSED AND GIVEN ONE (1) SHOP COAT OF ZINC-CHROMATE PRIMER BEFORE DELIVERY OR DURING CONSTRUCTION. ALL FINISH PAINTING SHALL BE DONE BY THE GENERAL CONTRACTOR. DUCTWORK BEHIND THE GRILLES, REGISTERS, DIFFUSERS, ETC. WHICH IS EXPOSED TO VIEW THROUGH THE UNITS, SHALL BE GIVEN ONE (1) COAT OF PRIMER AND A FINISH COAT OF FLAT BLACK PAINT. ALL WORKMANSHIP SHALL BE FIRST CLASS IN EVERY RESPECT AND SHALL BE PERFORMED ONLY BY SKILLED MECHANICS, RECOGNIZED AS SUCH IN THEIR RESPECTIVE TRADES. FURNISH NECESSARY SCAFFOLDING, STAGING OR CRIBBING REQUIRED FOR THE COMPLETION OF THE WORK. SUCH SCAFFOLDING, ETC., SHALL BE REMOVED FROM THE PREMISES WHEN ITS USE IS NO LONGER REQUIRED ON THE JOB. SHOULD DAMAGE TO ANY MECHANICAL, ELECTRICAL OR ARCHITECTURAL PART OF THE BUILDING OCCUR, PAY ALL COSTS TO THE RESPECTIVE SUBCONTRACTORS AFFECTED ON THE JOB TO MAKE REPAIRS AND/OR TEMPORARY CONNECTIONS REQUIRED. OPENINGS MADE IN FIRE RATED WALL, CEILING OR FLOOR SHALL BE EFFECTIVELY CLOSED AND REPAIRED SO THE FIRE RATING IS NOT REDUCED BELOW ORIGINAL FIRE RATING REQUIREMENTS. FURNISH 8 COMPLETE PORTFOLIOS TO THE OWNER'S REPRESENTATIVE, CONTAINING AS- BUILT SHOP DRAWINGS, TEST AND BALANCE REPORTS, OPERATING INSTRUCTIONS, WARRANTIES, PARTS LISTS, WIRING DIAGRAMS, ETC., ON ALL EQUIPMENT FURNISHED UNDER THIS CONTRACTOR. THE CONTRACTOR SHALL FURNISH A COMPETENT INSTRUCTOR TO ADVISE THE OWNER'S OPERATING PERSONNEL AS TO THE PROPER OPERATION, SERVICING, ETC., OF ALL EQUIPMENT AND SYSTEMS INSTALLED. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL CLEAN ALL OF HIS WORK, EQUIPMENT, ETC., FREE FROM DUST, ETC., AND LEAVE THE WORK IN GOOD HOUSEKEEPING FASHION IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. PROVIDE NECESSARY FITTINGS, LAMPS, VALVES, ETC., AND LEAVE THE WORK CLEAN AND IN PERFECT OPERATING CONDITION. WHEN DIRECTED, DURING CONSTRUCTION PERIOD, OPERATE SYSTEM WITH ALL FILTERS IN PLACE AND ALL CAULKING COMPLETE. DO NOT OPERATE OR PERMIT SUPPLY SYSTEM TO BE OPERATED WITHOUT FILTERS. UNDER NO CIRCUMSTANCES SHALL ANY ITEMS OF NEW AIR HANDLING EQUIPMENT BE OPERATED FOR TEMPORARY HEAT OR VENTILATION WITHOUT FILTERS IN PLACE. IF THE UNIT IS USED BEFORE CONSTRUCTION IS COMPLETED, THE FILTERS SHALL BE REPLACED, THE UNIT AND COILS SHALL BE CLEANED AND THIS SET OF FILTERS SHALL NOT BE CONSIDERED AS THE SPARE SET OF FILTERS HEREINAFTER SPECIFIED. THE CONTRACTORS SHALL EXPEDITE THE INSTALLATION OF THEIR RESPECTIVE SYSTEMS AS THAT HEATING SYSTEMS CAN BE USED FOR TEMPORARY HEAT AS SOON AS THE SPACE IS ENCLOSED, THEY SHALL COOPERATE WITH THE GENERAL CONTRACTOR IN PROVIDING TEMPORARY HEAT AS REQUIRED. ALL TENDERS SUBMITTED ON THESE DRAWINGS AND SPECIFICATIONS SHALL BE BASED ON NEW MATERIALS AND APPARATUS OF MAKE AND QUALITY AS SPECIFIED. IF THE CONTRACTOR DESIRES, HE MAY ALSO TENDER ON MATERIALS AND APPARATUS WHICH SHALL BE OF SAME QUALITY AND OF SIMILAR SPECIFICATIONS TO THOSE AS HEREIN SPECIFIED, IN WHICH CASE HE SHALL STATE IN HIS TENDER ALL ADDITIONS OR DEDUCTIONS INVOLVED IN THE ALTERNATE MATERIALS AND APPARATUS, AND SHALL SPECIFY THE NAME OR MAKE ON WHICH HIS ALTERNATE IS BASED. WHEN NO ALTERNATES ARE GIVEN OR ACCEPTED PRIOR TO CONTRACT AWARD, THE MAKE SPECIFIED SHALL BE INSTALLED. 1. 2. 3. A. B. C. 4. 5. 6. A. B. C. D. E. F. G. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. A. B. C. 18. 19. 20. 21. 22. 23. 24. 25. HVAC SYSTEM THESE SPECIFICATIONS AND ACCOMPANYING DRAWINGS ARE TO COVER THE FURNISHINGS OF ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS, SERVICE PERMANENT AND TEMPORARY FACILITIES AS NECESSARY TO THE HEATING AND AIR CONDITIONING WORK INVOLVED IN THE FURNISHING, INSTALLING, TESTING, ADJUSTING, RETESTING, READJUSTMENT AS REQUIRED AND DIRECTED, AND PLACING INTO APPROVED SATISFACTORY OPERATION THE COMPLETE RESPECTIVE SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY THE JOB CONDITIONS. BEFORE BEGINNING WORK, THE CONTRACTOR SHALL REVIEW THE IMAGING VENDOR FINAL SHOP DRAWINGS FOR COORDINATION AND IMAGING VENDOR EXPECTATIONS. FURNISH AND INSTALL A COMPLETE AND OPERABLE SYSTEM FOR VENTILATING, HEATING AND AIR CONDITIONING CONSISTING OF, BUT NOT LIMITED TO: SUPPLY AND EXHAUST/RETURN DUCT SYSTEM GRILLES, DIFFUSERS, REGISTERS AND MANUAL VOLUME DAMPERS TESTING AND BALANCING FURNISH ACCESS DOORS TO CEILING CONTRACTOR FOR ACCESS TO VALVES AND DAMPERS. ALL CONTROL DEVICES AND DAMPERS ABOVE INACCESSIBLE CEILINGS. LAY IN CEILINGS SHALL BE CONSIDERED ACCESSIBLE. PROVIDE 12"X12" (MIN.) ACCESS DOORS IN DUCTS FOR ACCESS TO FIRE DAMPERS, DUCT MOUNTED APPARATUSES, AND WHERE INDICATED FOR MAINTENANCE. FURNISH AND INSTALL ALL INSULATION AS HEREINAFTER SPECIFIED. FURNISH CUTTING AND CORING FOR INSTALLATION OF DUCTS AND EQUIPMENT. APPLICABLE STANDARDS AND CODES OF THE FOLLOWING: THE WORK UNDER THIS SECTION SHALL COMPLY WITH THE LATEST EDITION OF: IMC - INTERNATIONAL MECHANICAL CODE ASME -AMERICAN SOCIETY OF MECHANICAL ENGINEERS. ASHRAE ARI -AIR CONDITIONING AND REFRIGERATION INSTITUTE ASTM -AMERICAN SOCIETY FOR TESTING MATERIALS AABC -ASSOCIATED AIR BALANCE COUNCIL NFPA -NATIONAL FIRE PROTECTION ASSOCIATION SMACNA - SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION EXERCISE CARE IN TRANSPORTING AND HANDLING TO AVOID DAMAGE TO FIXTURES, EQUIPMENT AND MATERIALS. STORE MATERIALS ON THE SITE SO AS TO PREVENT DAMAGE. KEEP EQUIPMENT AND MATERIALS CLEAN, DRY AND FREE FROM DELETERIOUS CONDITIONS. ALL DUCTWORK SHALL BE FABRICATED FROM ALUMINUM SHEET METAL, UNLESS OTHERWISE SPECIFIED. THE DUCTS SHALL BE AIRTIGHT AND SHALL BE ANCHORED, BRACED AND REINFORCED TO PREVENT VIBRATION, LEAKAGE AND OIL CANNING. THE SPACING OF STIFFENERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA. THE DUCTWORK SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE WITH 1 INCH X 1/8 INCH SOLID NON-FERROUS STRAP HANGERS (BOTH SIDES OF DUCT AT POINT OF SUPPORT) WITH GAGES AND SPACING AS SPECIFIED IN SMACNA. UNLESS OTHERWISE NOTED, ALL ROUND ELBOWS SHALL HAVE CENTER LINED RADIUS EQUAL TO 1-1/2 TIMES THE WIDTH OF THE DUCT. IF SPACE DOES NOT PERMIT, THEN PROVIDE 6" THROAT WITH SPLITTER VANES. SEE DUCT CONSTRUCTION DETAILS. ALL DUCTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS. LOW PRESSURE SUPPLY AND EXHAUST TO HAVE A POSITIVE OR NEGATIVE RATING OF 2" W.G., VELOCITIES BELOW 2500 FPM, SEAL CLASS B. ALL DUCTWORK SHALL BE 22 GAUGE MINIMUM. ROUND DUCTS AND FITTINGS SHALL BE FACTORY FABRICATED SPIRAL LOCK SEAM DUCT WITH MACHINE FORMED FITTINGS AS MANUFACTURED BY UNITED SHEET METAL. ALL FITTINGS SHALL BE SEALED WITH FIRE RETARDANT DUCT SEALER. FLEXIBLE DUCTS SHALL BE FLEX MASTER OR APPROVED EQUAL. INSULATED FLEXIBLE DUCTS, SECURED WITH WORM DRIVE STAINLESS STEEL CLAMPS. DUCTS SHALL BE U.L. LISTED AND HAVE 2" W.G. GAUGE WORKING PRESSURE. 4'-0" MAXIMUM LENGTH. FOR ALL OPERABLE DEVICES IN WALLS OR ABOVE INACCESSIBLE SUSPENDED CEILINGS, PROVIDE MILCOR ACCESS DOORS WITH SAME KEYED LOCKS AND CONCEALED HINGES. LAY IN CEILINGS ARE CONSIDERED ACCESSIBLE. SIZE AS REQUIRED FOR ACCESS. STYLE DW IN DRYWALL NO. 16 GA. FRAME NO. 14 GA. PANEL STYLE AP IN PLASTER NO. 16 GA. FRAME NO. 14 GA. PANEL STYLE M IN MASONRY NO. 16 GA. FRAME NO. 14 GA. PANEL PROVIDE AN ADJUSTABLE BUTTERFLY OR OPPOSED MULTI BLADE VOLUME DAMPERS IN DUCTWORK AT EVERY DUCT JUNCTION ON ALL SUPPLY, RETURN AND EXHAUST AIR DUCTWORK. DAMPERS SHALL BE CONSTRUCTED OF ALUMINUM AND BE 2 GAGES HEAVIER THAN DUCT IN WHICH THE DAMPER IS INSTALLED. EACH DAMPER SHALL BE PROVIDED WITH DAMPER ROD HELD IN PLACE WITH A CLAMPING DEVICE. VISIBLE END OF THE DAMPER RODS SHALL BE FILE MARKED WITH MARKS PARALLEL TO THE BLADES. FIRE DAMPERS SHALL BE COMPLETE WITH WALL FRAME, SLEEVES, ANGLE IRON STOPS, LATCHES, SPRINGS AND FUSIBLE LINK, ETC., AND SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS REQUIRED IN ACCORDANCE WITH NATIONAL BUREAU OF FIRE UNDERWRITER REGULATION BULLETIN 90-A. AND THE CITY OF CHICAGO FIRE PREVENTION BUREAU. THE FIRE DAMPERS SHALL BEAR UL LABEL. FIRE DAMPER SHALL BE 98% FREE AREA, AND BE OF THE LOW RESISTANCE TYPE WITH 1-1/2 HOUR OR 3 HOUR FIRE RATING AS MANUFACTURED BY PHILLIPS-AIRE AMERICAN WARNING AND VENTILATING, INC., AIR BALANCE, INC., OR RUSKIN MANUFACTURING. ALL SUPPLY AND RETURN AIR OUTLETS SHALL BE MOUNTED TIGHTLY WITH RUBBER GASKETS TO PREVENT AIR LEAKAGE. OUTLETS SHALL BE SELECTED AND GUARANTEED BY THE MANUFACTURER TO HANDLE THE AIR QUANTITIES AS SHOWN ON THE DRAWINGS WITH MAXIMUM PRESSURE DROP THROUGH THE OUTLET NOT EXCEEDING 0.10 IN OF WATER. UNLESS OTHERWISE NOTED, DIFFUSERS, REGISTERS OR GRILLES SHALL BE FABRICATED FROM ALUMINUM AND SHALL BE PROVIDED WITH A FINISH COAT OF WHITE BAKED ENAMEL PAINT, UNLESS NOTED OTHERWISE. DIFFUSERS, REGISTERS AND GRILLES SHALL BE AS MANUFACTURED BY TITUS, OR APPROVED EQUAL. DRILLED-IN THREADED INSERTS: PHILLIPS "REDHEAD" DRILLED-IN THREADED INSERTS SHALL BE PROVIDED. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE ANCHOR BOLTS, NUTS SLEEVES FOR ANCHORING FANS, MOTORS AND ANY OTHER POWER-OPERATED EQUIPMENT. ALL CONDITIONED SUPPLY AIR DUCTS SHALL BE INSULATED WITH 1 1/2" THICK FIBERGLASS INSULATION. MECHANICAL SPECIFICATIONS 1. 2. 3. A. 4. A. B. C. D. E. 5. A. B. C. 6. 7. 8. 9. 10. 11. 12. A. B. DUCTWORK: DUCTWORK SHALL BE ALUMINUM CONSTRUCTED & INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION HVAC DUCT CONSTRUCTION STANDARDS, EXCEPT AS FOLLOWS: INTERNAL LINING OF DUCTWORK SHALL NOT BE PERMITTED. DUCTWORK THICKNESS SHALL BE 22 GAUGE MINIMUM EXCEPT FOR THE FOLLOWING: WHERE ANY WELDING OTHER THAN LONGITUDINAL SEAM IS PERFORMED, THE THICKNESS SHALL BE 18 GAUGE MINIMUM. ROUND: ROUND DUCTS MAY BE SPIRAL OR LONGITUDINAL SEAM. LONGITUDINAL SEAMS SHALL BE CONTINUOUSLY WELDED. SNAPLOCK SEAMS ARE NOT PERMITTED. DUCTWORK WHICH WILL BE EXPOSED IN SPACE SHALL BE SPIRAL. CRIMP JOINTS ARE NOT PERMITTED. PLEATED ELBOWS ARE NOT PERMITTED. ADJUSTABLE ELBOWS ARE NOT PERMITTED. MITERED ELBOWS WITH TURNING VANES ARE NOT PERMITTED. USE RADIUS ELBOWS WITH CENTERLINE RADIUS AT LEAST AS GREAT AS THE DUCT WIDTH. RECTANGULAR: BUTTON PUNCH SNAPLOCK SEAMS ARE NOT PERMITTED. TRANSVERSE (GIRTH) JOINTS T-4, 9, 17, 18, 20, AND 23 ARE NOT PERMITTED. MITERED ELBOWS WITH TURNING VANES ARE PERMITTED ONLY WHERE RADIUS ELBOWS WITH CENTERLINE RADIUS AT LEAST AS GREAT AS THE DUCT WIDTH IS NOT POSSIBLE. SIZES OF NEW DUCT SHOWN ON DRAWINGS ARE FREE AIRWAYS SIZES, NOT OUTSIDE DIMENSIONS. CONSTRUCT SUPPLY DUCTWORK DOWNSTREAM OF TERMINAL BOXES, LOW PRESSURE RETURN AND EXHAUST DUCTWORK FOR 1" W.C. PRESSSURE CLASS. TEES AND TAPS ARE TO BE CONICAL. FOR FINAL CONNECTIONS TO DIFFUSERS AND MODULATING DAMPER BOXES, FLEXIBLE DUCTS MAY BE USED FOR A MAXIMUM OF 1'-0" FEET. FLEXIBLE DUCTS SHALL BE U.L. LISTED, WITH 1" THICK FIBERGLASS INSULATION W/ VAPOR BARRIER. INSTALL FULLY EXTENDED W/ A MAXIMUM OF ONE 90° CHANGE OF DIRECTION, IN LENGTHS NO GREATER THAN NECESSARY. USE GENEROUS RADIUS TURNS AND SUPPORT AS REQUIRED TO PREVENT EXCESSIVE SAGGING. FLEXIBLE ELBOWS AT THE DIFFUSER INLET IS NOT PERMITTED. PROVIDE ADJUSTABLE OPPOSED BLADE OR BUTTERFLY DAMPERS FOR ALL NEW LOW PRESSURE SUPPLY & RETURN BRANCHES. EXTRACTORS AND SPLITTER DAMPERS ARE NOT PERMITTED. SEAL ALL JOINTS OF NEW DUCTWORK. INSPECT EXISTING DUCTWORK FOR LEAKS & REPORT RESULTS BEFORE CONNECTING NEW DUCTWORK. ALL DUCTWORK WITHIN THE CONSTRUCTION LIMIT LINE IS SUBJECT TO LEAK TESTS AS REQUIRED AND WITNESSED BY THE OWNER. SEE LATEST BUILDING CONSTRUCTION STANDARDS FOR MEDIUM AND LOW PRESSURE ALLOWABLE LEAKAGE RATES, AND SPECIFIC TESTING REQUIREMENTS. ALL MEDIUM PRESSURE DUCTWORK UPSTREAM OF VAV AND FAN POWERED BOXES SHALL BE 3" W.G. PRESSURE CLASS, SEAL CLASS A. DUCT SEALANT SHALL BE WATER-BASED-UNITED McGILL OR APPROVED EQUAL. PRESSURE SENSITIVE TAPE IS UNACCEPTABLE. GASKETED FLANGES SHALL BE SEALED WITH A MASTIC. PROTECT NEW & EXISTING DUCT OPENINGS FROM DUST & DIRT. CLEAN INSIDE & OUTSIDE OF NEW & EXISTING DUCTWORK IN AREA OF NEW WORK. REPLACE FILTERS AS REQUIRED DURING CONSTRUCTION PERIOD AND PROVIDE NEW SETS OF FILTERS AFTER COMPLETION OF WORK. INSULATION INSULATION SHALL BE OWENS-CORNING, CERTAINTEED, ARMSTRONG, OR GUSTIN-BACON. NEW SUPPLY AIR DUCTWORK ABOVE CEILINGS SHALL BE INSULATED WITH MIN. 2" THICK, 1# DENSITY FIBERGLASS WRAP WITH FIRE RETARDANT VAPOR-BARRIER COVERING TO PROVIDE A MAXIMUM INSTALLED CONDUCTANCE OF 0.16. OVERLAP ALL SEAMS AND JOINTS & SECURE WITH MANUFACTURER APPROVED ADHESIVE TO PROVIDE CONTINUITY OF VAPOR BARRIER. 1. 2. 3. 4. 5. A. B. C. D. E. F. G. 6. TESTING AND BALANCING OF AIR SYSTEMS: TESTING AND BALANCING OF AIR SYSTEMS SHALL BE PERFORMED BY AN INDEPENDENT SUB-CONTRACTOR SPECIALIZING IN SUCH WORK AND IS A MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL. TEST AND BALANCE CONTRACTOR SHALL CONTRACTED DIRECTLY BY OWNER. BALANCE AND TESTING SHALL NOT BEGIN UNTIL EACH SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. CONTRACTORS SHALL PUT ALL THEIR EQUIPMENT INTO FULL OPERATION AND SHALL CONTINUE THE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. TESTING AND BALANCING SHALL BE PERFORMED IN COMPLETE ACCORDANCE WITH THE SMACNA MANUAL OR THE AABC NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION AND THE LEGACY SPECIFICATIONS, SECTION. UPON COMPLETION OF THE WORK, THE BALANCE CONTRACTOR SHALL COMPILE ALL TEST DATA AND SUBMIT 8 TYPEWRITTEN COPIES OF THE COMPLETE TEST DATA TO THE ARCHITECT FOR EVALUATION AND APPROVAL. ALL REPORTS SHALL BE MADE ON FORMS AS RECOMMENDED BY EITHER AGENCY. THE BALANCE CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS, AND BALANCE EACH SYSTEM IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: ADJUST ALL SUPPLY, RETURN AND EXHAUST AIR DUCTS TO PROPER DESIGN AIR FLOWS. ADJUST AND RECORD ALL ZONES TO PROPER DESIGN AIR FLOWS, BY MEANS OF DUCT TRAVERSE METHOD. TEST AND ADJUST EACH DIFFUSER, GRILLE AND REGISTER TO WITHIN PLUS OR MINUS 10% OF DESIGN REQUIREMENTS. EACH GRILLE, DIFFUSER AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION, SIZE, TYPE, MANUFACTURER OF AND ALL TESTED EQUIPMENT SHALL BE IDENTIFIED AND LISTED. MANUFACTURER'S RATINGS ON ALL EQUIPMENT SHALL BE USED TO MAKE REQUIRED CALCULATIONS AND FINAL DATE BALANCED. READINGS AND TEST OF DIFFUSERS, GRILLES AND REGISTERS SHALL INCLUDE REQUIRED FPM VELOCITY, TEST RESULTANT VELOCITY, REQUIRED CFM, TEST RESULTANT CFM AFTER ADJUSTMENTS AND FINAL DATE BALANCED. IN COOPERATION WITH THE EQUIPMENT OR CONTROL MANUFACTURER'S REPRESENTATIVE, ADJUST AUTOMATICALLY OPERATED DAMPERS TO OPERATE AS SPECIFIED, INDICATED AND/OR NOTED. ADJUST ALL DIFFUSERS, GRILLES AND REGISTERS TO PROVIDED PROPER AIR DISTRIBUTION AND TO MINIMIZE DRAFTS IN ALL AREAS. ADJUSTMENT OF ALL DAMPERS, FANS OR BLOWER SPEED, BELT TENSION, ETC., SHALL BE BY THIS CONTRACTOR. PROVIDE NEW SHEAVES OR BELTS IF REQUIRED FOR BALANCING. AFTER THE AIR BALANCING WORK HAS BEEN COMPLETED, IT MAY BE NECESSARY TO PROVIDE COMFORT REBALANCE. THIS CONTRACTOR SHALL PROVIDE ALL BALANCE WORK FOR READJUSTMENTS. SEQUENCE OF OPERATION: 1 KITCHEN EXHAUST FAN AND MAKEUP AIR UNIT TO BE INTERLOCKED AND CONTROLLED VIA MANUAL SWITCH AND TEMPERATURE OVERRIDE. RTU-5 AND RTU-6 SHALL OPERATE UNDER THE PACKAGED MANUFACTURER SEQUENCE AS A SINGLE ZONE, CONSTANT VOLUME UNIT. UNIT SHALL BE INTERLOCKED WITH 7-DAY PROGRAMMABLE THERMOSTAT WITH OCCUPANCY OVERRIDE. UNITS TO SHUT DOWN DURING UNOCCUPIED MODE AND ONLY ENERGIZE TO MAINTAIN THE SPACE BETWEEN 60 AND 75 DEG F. 1. 2. TEMPERATURE CONTROLS: NEW STAND-ALONE CONTROLS TO BE PROVIDED FOR NEW EQUIPMENT. PROVIDE REMOTE, PROGRAMMABLE THERMOSTATS FOR RTUs. COORDINATE ALL CONTROL WIRING AND POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR. CONTROL CONTRACTOR SHALL TERMINATE ALL POWER AND CONTROL WIRING TO CONTROL DEVICES. 42.ALL MATERIAL WITHIN THE RF SHIELDING ENCLOSURE SHALL BE MADE OF NON-FERROUS MATERIAL. C.INSULATE ALL NEW SUPPLY AND RETURN DUCTWORK. 13.NEW GREASE DUCTWORK FOR TYPE 1 COOKING HOODS SHALL CONFORM WITH 2015 IMC: GREASE DUCT SHALL BE CONSTRUCTED OF STEEL HAVING A MINIMUM THICKNESS OF 16 GAGE, OR STAINLESS STEEL NOT LESS THAN 18 GAGE THICKNESS. JOINTS, SEAMS AND PENETRATIONS OF GREASE DUCT SHALL BE MADE WITH CONTINUOUS LIQUID-TIGHT WELD OR BRAZE MADE ON THE EXTERNAL SURFACE OF THE DUCT SYSTEM. MAINTAIN 18" CLEARANCE FROM COMBUSTIBLE MATERIAL, AND 3" FROM NONCOMBUSTIBLE MATERIALS. A. B. C. GREASE DUCT BRACING AND SUPPORTS SHALL BE OF NONCOMBUSTIBLE MATERIAL SECURELY ATTACHED TO THE STRUCTURE. BOLTS, SCREWS, RIVETS AND OTHER MECHANICAL FASTENERS SHALL NOT PENETRATE DUCT WALLS. D. 2. ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 M002 MECHANICAL SPECIFICATIONS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 M003 MECHANICAL EQUIPMENT SCHEDULE 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 M004 MECHANICAL DETAILS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 UP UP UP DN DN SHEET NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. RAMP RA M P LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N MAIN SUPPLY DUCT TO REMAIN ALL EXISTING BASEMENT DUCTWORK TO REMAIN DEMO GRDs. DUCT CONNECTION TO BE REUSED. (TYP.3) DEMO TOILET EXHAUST AND CAP DEMO RTU ABOVE TO BE REPLACED. CONFIRM EXISTING RTU MODEL AND CURB SIZE. EXISTING DUCTWORK TO REMAIN MAIN RETURN DUCT TO REMAIN © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 5 : 1 7 : 0 9 P M \\ c o r p . s a l a s o b r i e n . c o m \ L e g a c y \ P r o j e c t s \ C h i c a g o \ D r a w in g s \ 1 9 1 6 3 - 0 0 \ 2 0 0 _ R e v i t \ W M A _ 1 9 1 6 3 - 0 0 _ M P F _ O L M _ 2 0 1 9 . r v t M200 DEMOLITION PLAN - HVAC OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 LOWER LEVEL DEMOLITION PLAN - HVAC ∆ISSUE DATE 1 PERMIT SET 7/30/21 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 UP DN UP DN UP DN SHEET NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. ELEV MECH ELEV OFFICE STORAGE WOMEN MEN JANITOR MECHANICAL ADA R.R. ALTAR / ROSARY STOR SEWER LINE 102 KITCHEN 103 ENTRY 104 STORAGE 110 STOR 108 K OF C STOR 106 (E) STOR 109 HALLWAY 107 (E) CLOSET 101 PARISH HALL HALLWAY 105 LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N 31/12 DN TO HOOD EXH. 3850 CFM. 20/10 DN TO HOOD SUPPLY. 1500 CFM EACH (TYP.2) 18 " x 1 2 " 24/21 UP 20/20 UP 10/6 DN TO HOOD 12/12 UP 10"øNK TYP.3 AS-400 24/18 UP 24/18 UP CONNECT TO DUCT SERVING PREVIOUS DIFFUSER (TYP.3) 10 X 6 CS-75 10 X 6 CS-100 6"ø 12"øNK TYP.3 B RA-600 WH 1 3" INTAKE 3" VENT CONCENTRIC VENT THROUGH ROOF 6"øNK TYP.2 AS-75 6"øNK AS-100 8"ø 22 " x 1 6 " 26 " x 1 4 " 10 " x 1 0 " 26/11 UP 18/12 UP 10"ø 12 " ø 16 " x 1 2 " 12"ø 10 X 6 DR-75 6"ø 10 X 6 DR-100 6"ø 6"øNK BR-10010 " ø 6"øNK BR-75 6"ø 10" TAP WITH MANUAL BALANCING DAMPER FOR CONNECTION TO FUTURE. © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 5 : 1 7 : 1 0 P M \\ c o r p . s a l a s o b r i e n . c o m \ L e g a c y \ P r o j e c t s \ C h i c a g o \ D r a w in g s \ 1 9 1 6 3 - 0 0 \ 2 0 0 _ R e v i t \ W M A _ 1 9 1 6 3 - 0 0 _ M P F _ O L M _ 2 0 1 9 . r v t M210 LOWER LEVEL FLOOR PLAN - HVAC OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 LOWER LEVEL FLOOR PLAN - HVAC ∆ISSUE DATE 1 PERMIT SET 7/30/21 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 DN DN DN SHEET NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. NO SCOPE OF WORK ON INTERIOR AREAS OF THE CHURCH OR PARISH OFFICES NO SCOPE OF WORK ON INTERIOR AREAS OF THE CHURCH OR PARISH OFFICES REPLACE EXISTING RTU. CONFIRM EXISTING RTU MODEL AND CURB SIZE. RTU 1 MAU 1 RTU 2 EF 1 KEF 1 PARAPET WALL IS GREATER THAN 42" TALL (TYP) CONCENTRIC VENT TERMINATION © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 2 : 4 1 : 3 2 P M C: \ U s e r s \ e m m a . v e d o c k - g r o s s \ D o c u m e n t s \ W M A _ 1 9 1 6 3 - 0 0 _ M PF _ O L M _ 2 0 1 9 _ e m m a . v e d o c k - g r o s s . r v t M211 MAIN LEVEL FLOOR PLAN - HVAC OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 MAIN LEVEL FLOOR PLAN - HVAC ∆ISSUE DATE 1 PERMIT SET 7/30/21 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 E000 ELECTRICAL LEGENDS NOTES, AND ABBREVIATIONS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 E001 ELECTRICAL SPECIFICATIONS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 E002 ELECTRICAL ONE-LINE DIAGRAM KW MCA HP VOLT PH PANEL CCT OCPD WIRING INTEGRAL BY EC RTU-5 ROOF - - 1.5 208 3 H 14/16/18 15 4W+G X 1 RTU-6 ROOF - 26.0 - 208 3 K2 13/15/17 30 4W+G X MAU-1 ROOF - 11.0 - 208 3 K2 19/21/23 15 3W+G X EF-1 ROOF - - 1/4 120 1 K2 25 20 2W+G X KEF-1 ROOF - - 3.0 208 3 K2 7/9/11 20 3W+G X NOTES: 1. UTILIZE EXISTING CONDUCTORS AND CONDUIT WHERE PRACTICABLE. MOTOR/EQUIPMENT SCHEDULE TAG LOCATION ELECTRICAL RATING FEEDER/SOURCE DISCONNECT NOTES 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 UP UP UP DN DN 1 EM K LPA H 1 1 1 (EX) (EX) (EX) (EX) H KEYED NOTES: 1. DEMOLISH ALL ELECTRICAL, LIGHTING, AND FIRE ALARM DEVICES WITHIN THIS SPACE, EXCEPT FOR LIGHTING FIXTURES LABELED EXISTING TO REMAIN ON SHEET E310. REMOVE CONDUCTORS AND RACEWAY BACK TO EXISTING BRANCH PANELBOARD. # GENERAL NOTES: 1. REFER TO SHEET E000 FOR LEGENDS, NOTES, AND ABBREVIATIONS. 2. REFER TO SHEET E001 FOR ELECTRICAL SPECIFICATIONS. © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 3 : 4 0 : 1 6 P M G: \ 1 9 1 6 3 - 0 0 \ 2 0 0 _ R e v i t \ W M A _ 1 9 1 6 3 - 0 0 _ E T _ O L M _ 2 0 1 9 . r v t E110 LOWER LEVEL DEMOLITION PLAN - ELECTRICAL OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 LOWER LEVEL DEMOLITION PLAN - ELECTRICAL ∆ISSUE DATE 1 PERMIT 3/6/20 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 UP DN UP DN UP DN S SD SD AV SD J J J J J J S AV AV D D CO AV J ELEV MECH ELEV OFFICE STORAGE WOMEN MEN JANITOR MECHANICAL ADA R.R. ALTAR / ROSARY STOR SEWER LINE 102 KITCHEN 103 ENTRY 104 STORAGE 110 STOR 108 K OF C STOR 106 (E) STOR 109 HALLWAY 107 (E) CLOSET 101 PARISH HALL HALLWAY 105 LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N E210 2 EM K LPA H (EX) (EX) (EX) (EX) 29 29 29 29 102 KITCHEN B1 B1 B1 B1 A1 12 9 22 23 26 33 49 47 39 37 34 35 1 K2 K2-2 K2-35 K2-35 K2-35 K2-37 K2-37 LPA-40 2 K2-2 KEYED NOTES: 1. PROVIDE 120V DIRECT POWER CONNECTION TO RP-1 LOCATED ABOVE CEILING. COORDINATE EXACT LOCATION WITH MECHANICAL CONTRACTOR. 2. PROVIDE 120V CONNECTION TO GAS SOLENOID VALVE WIRED TO CLOSE VALVE UPON ACTIVATION OF HOOD FIRE SUPPRESSION SYSTEM. #GENERAL NOTES: 1. REFER TO SHEET E000 FOR LEGENDS, NOTES, AND ABBREVIATIONS. 2. REFER TO SHEET E001 FOR ELECTRICAL SPECIFICATIONS. 3. REFER TO MOTOR/EQUIPMENT SCHEDULE ON SHEET E002 FOR INFORMATION REGARDING MECHANICAL EQUIPMENT POWER CONNECTIONS. COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR. 4. ALL RECEPTACLES WITHIN THE KITCHEN SHALL BE GFI. 5. CIRCUIT ELECTRICAL DEVICES INDICATED BY CIRCUIT NUMBER TO PANELBOARD 'LPA', U.N.O. © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 3 : 4 0 : 1 6 P M G: \ 1 9 1 6 3 - 0 0 \ 2 0 0 _ R e v i t \ W M A _ 1 9 1 6 3 - 0 0 _ E T _ O L M _ 2 0 1 9 . r v t E210 LOWER LEVEL FLOOR PLAN - POWER AND SIGNAL OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 LOWER LEVEL FLOOR PLAN - POWER AND SIGNAL 1/4" = 1'-0"2 ENLARGED KITCHEN PLAN - ELECTRICAL ∆ISSUE DATE 1 PERMIT 3/6/20 PH 3 1 1 1 1 1 1 1 1 1 1 1 1 NOTES 1,2 35 FIRE SUPPRESSION 120 -20 - K2 18 20A/1P 2W+G DIRECT NOTES 1,2,3,4,5,6 49 ICE MAKER W/O BIN 120 - 15.0 -K2 8 20A/1P 26 FREEZER, REACH-IN, 1 DOOR 120 10.9 0.5 K2 12 20A/1P 47 REFRIGERATOR, REACH-IN 120 - 8.4 0.3 K2 20A/1P 2W+G K2 K HOOD EXHAUST 120 - 20.0 OVEN, CONVECTION, GAS 120 OVEN, MICROWAVE 120 1600 - - - 13 NOTES 1,2 2W+G 10 HOOD, CONDENSATE 120 -20 - K2 16 23 FREEZER, REACH-IN, 1 DOOR 120 10.9 0.5 K 53 DISPOSER, GARBAGE 208 - 6.1 NOTES 1,23W+G NOTES 1,2 59/61 20A/1P DIRECT 20A/1P 2W+G DIRECT NOTES 1,2 WAREWASHER, HIGH TEMP 208 -46 - K2 1/3/5 50/3P 3W+G DIRECT KITCHEN EQUIPMENT SCHEDULE FIXTURE REMARKSWATTS AMPS HP FEEDER/SOURCE - NOTE 1 PANEL CCT OCPD CONNECTION TYPEVOLTDESCRIPTIONWIRINTAG 20A/1P 2W+G 15.8 -K2 2W+G 20A/1P 10 5. REFERENCE HOOD MANUFACTURER DRAWINGS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. COORIDNATE LOCATION OF ANSUL PULL STATION AND TEMPERATURE SENSOR. 6. ANSUL SYSTEM SHALL BE MONITORED BY THE BUILDING FIRE ALARM SYSTEM FOR SUPERVISORY AND ALARM. 4. PROVIDE AN EMPTY CONDUIT (FROM CEILING) FOR INTERCONNECTION TO BUILDING FIRE ALARM SYSTEM. 2. REFERENCE ARCHITECTURAL, FOOD SERVICE CONSULTANT, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. THAT EQUIPMENT IS IMMEDIATELY DE-ENERGIZED UPON ACTUATION OF THE HOOD FIRE SUPPRESSION SYSTEM. COORDINATE ALL INTERLOCK REQUIREMENTS WITH KITCHEN CONTRACTOR. KITCHEN EQUIPMENT SCHEDULE NOTES: 1.5 K 14 2W+G DIRECT K 60 20A/1P 2W+G 62 0.3 K2 NOTES 1,2 37 1. REFERENCE ELECTRICAL GENERAL AND WIRING NOTES ON E001 AND THE KITCHEN EQUIPMENT NOTES ON THIS SHEET. 3. FOR EACH UNIT OF KITCHEN EQUIPMENT BELOW HOOD, PROVIDE SHUNT TRIP CIRCUIT BREAKER INTERLOCKED WITH HOOD SUPPRESSION SYSTEM CONTROL PANEL SUCH 20A/1P 20A/1P 2W+G 6 20A/1P 2W+G 5-15P 5-15P DIRECT 5-15P 5-15P 5-15P 5-15P NOTES 1,2 5-15P NOTES 1,2 9 12 NOTES 1,2 NOTES 1,2,3 NOTES 1,2 NOTES 1,2GRIDDLE STAND, REFRIGERATOR 120 - 4.2 -4 2W+G 33 34 39 22 REFRIGERATOR, REACH-IN, 2 DOOR 120 8.4 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 DN DN DN RTU 1 MAU 1 RTU 2 EF 1 KEF 1 1 WP/GFI LPA-33 KEYED NOTES: 1. CONNECT NEW RTU-1 TO EXISTING BRANCH CIRCUIT PREVIOUSLY SERVING DEMOLISHED RTU. EXTEND EXISTING CONDUCTORS AND RACEWAY AS NECESSARY. # GENERAL NOTES: 1. REFER TO SHEET E000 FOR LEGENDS, NOTES, AND ABBREVIATIONS. 2. REFER TO SHEET E001 FOR ELECTRICAL SPECIFICATIONS. 3. REFER TO MOTOR/EQUIPMENT SCHEDULE ON SHEET E002 FOR INFORMATION REGARDING MECHANICAL EQUIPMENT POWER CONNECTIONS. COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR. © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 3 : 4 0 : 1 7 P M G: \ 1 9 1 6 3 - 0 0 \ 2 0 0 _ R e v i t \ W M A _ 1 9 1 6 3 - 0 0 _ E T _ O L M _ 2 0 1 9 . r v t E211 MAIN LEVEL FLOOR PLAN - ELECTRICAL OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 MAIN LEVEL FLOOR PLAN - ELECTRICAL ∆ISSUE DATE 1 PERMIT 3/6/20 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 OS OS OS OS 27a A1 27a A1 27a A2E 27a A2 27a A2 27a A2 27a A1 27a A1E 27a A1 27a A2 27a A1E 27a A2 #3 27 REL EX 27 A3 27 A327 A3 V V LV LV LVa LVaLVa#3 27 #3 27 C1 C1E C1E C1E C1 C1 C1 C1 C1 1 C1E 2 EXEXEX EXEXEXEX EXEX LV 3 GENERAL NOTES: 1. REFER TO SHEET E000 FOR LEGENDS, NOTES, AND ABBREVIATIONS. 2. REFER TO SHEET E001 FOR ELECTRICAL SPECIFICATIONS. 3. CIRCUIT LIGHTING FIXTURES DESIGNATED WITH CIRCUIT NUMBER TO PANELBOARD 'LPA', U.N.O. KEYED NOTES: 1. CONNECT NEW DOWNLIGHT LIGHTING FIXTURES AND LIGHTING CONTROLS TO EXISTING LIGHTING BRANCH CIRCUIT AND CONTROLS SERVING EXISTING COMMON SPACE. EXTEND BRANCH CONDUCTORS AND RACEWAY AS NECESSARY. 2. CONNECT NEW DOWNLIGHT TO EXISTING LIGHTING BRANCH CIRCUIT AND CONTROLS SERVING EXISTING EXTERIOR LIGHT FIXTURES. EXTEND BRANCH CONDUCTORS AND RACEWAY AS NECESSARY. 3. CONNECT EXISTING LIGHT FIXTURES TO NEW LIGHTING CONTROLS PROVIDED. EXISTING LIGHT FIXTURES WILL REMAIN CIRCUITED TO EXISTING BRANCH CIRCUIT PREVIOUSLY SERVING THEM. # © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 3 : 4 0 : 1 7 P M G: \ 1 9 1 6 3 - 0 0 \ 2 0 0 _ R e v i t \ W M A _ 1 9 1 6 3 - 0 0 _ E T _ O L M _ 2 0 1 9 . r v t E310 LOWER LEVEL CEILING PLAN - LIGHTING OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 LOWER LEVEL CEILING PLAN - LIGHTING ∆ISSUE DATE 1 PERMIT 3/6/20 NOTES: 35.8 LITHONIA LIGHTING #2GTL-*-4-48L-*-V12125-*-EZ1-LP840 NOTES 1,2 A2 2'X2' LENSED GASKETED TROFFER - LED/80-4000K 120 LITHONIA LIGHTING #2GTL-*-4-48L-*-V12125-*-EZ1-LP840 NOTES 1,2,3A1E 2'X4' LENSED GASKETED TROFFER W/ INTEGRAL BATTERY PACK - A1 2'X4' LENSED GASKETED TROFFER - LED/80-4000K 120 15.0 GOTHAM LIGHTING #EVO-40/15-AR-*-MD-LSS-MVOLT-GZ10 NOTES 1,2 28.6 LITHONIA LIGHTING #2GTL-*-2-33L-*-V12125-*-EZ1-LP840 NOTES 1,2 LIGHTING FIXTURE SCHEDULE TAG DESCRIPTION LAMP FIXTURE MANUFACTURER ITEM NUMBER REMARKSQUANT TYPE/CRI-CT VOLT WATTS 35.8 A2E 2'X2' LENSED GASKETED TROFFER W/ INTEGRAL BATTERY PACK GOTHAM LIGHTING LED/80-4000K 120 1. MANUFACTURERS' CATALOG NUMBERS ARE INTENTIONALLY INCOMPLETE; COORDINATE REQUIRED TRIM KITS, MOUNTING BRACKETS, LAMPS, FINISHES, ETC. WITH THE ARCHITECT, CONTRACT DOCUMENTS, SPECIFICATIONS, AND OTHER TRADES. 2. VERIFY TYPE OF CEILING OR WALL FOR MOUNTING OF LIGHTING FIXTURES PRIOR TO ORDERING. 3. PROVIDE INTEGRAL EMERGENCY BATTERY IN ALL EXIT SIGNS AND FIXTURES DESIGNATED AS EMERGENCY ON FLOOR PLANS. - LED/80-4000K 120 28.6 #EVO-40/15-AR-*-MD-LSS-MVOLT-GZ10-EL NOTES 1,2 C1 6" ROUND RECESSED DOWNLIGHT - LED/80-4000K 120 LITHONIA LIGHTING #2GTL-*-2-33L-*-V12125-*-EZ1-LP840-EL7L NOTES 1,2,3 5.0 LITHONIA LIGHTING #LQM-S-W-3-R-120/277-*-* NOTES 1,2,3 28.4 LITHONIA LIGHTING #GTL-*-4-33L-*-*-*-EZ1-LP840 NOTES 1,2 18.0 LITHONIA LIGHTING #2ALL-20L-*-EZ1-LP840 NOTES 1,2 15.0 A3 1'X4' LENSED GASKETED TROFFER - LED/80-4000K 120 120 -- LED EXIT SIGN - LED 120 C1E 6" ROUND RECESSED DOWNLIGHT W/ INTEGRAL BATTERY PACK - LED/80-4000K 120 B1 2'X4' DIRECT/INDIRECT TROFFER - LED/80-4000K 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 P001 PLUMBING SYMBOLS, ABBREVIATIONS AND MATERIALS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 P002 PLUMBING SPECIFICATIONS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 2/26/20202/28/20203/6/20 PERMIT SET 7/30/21 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 P004 PLUMBING DETAILS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 ∆ISSUE DATE ‹ 201 TKHVH GRFXPHQWV DUH SURWHFWHG XQGHU FXUUHQW FRS\ULJKW ODZ DV LQVWUXPHQWV RI SURIHVVLRQDO VHUYLFH DQG VKDOO QRW EH UHSURGXFHG ZLWKRXW ZULWWHQ FRQVHQW RI IQWHJUDWLRQ DHVLJQ *URXS P& TKH AUFKLWHFW GLVFODLPV DQ\ DQG DOO OLDELOLW\ UHVXOWLQJ IURP XQDXWKRUL]HG RU LPSURSHU XVH RI WKHVH GRFXPHQWV OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 0 5 1 7 PR2-E&T 1723 .IT&+E1 ADDITI21 E;TERI2R IMPR29EME1TS PERMIT SET 7/30/211 P005 PLUMBING ISOMETRICCS 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 UP UP UP DN DN RAMP RA M P LI M I T O F C O N S T R U C T I O N LI M I T O F CO N S T R U C T I O N DEMO SINK AND DOMESTIC DISHWASHER. CAP WASTE BELOW FLOOR. DEMO WATER AND VENT PIPING BACK TO MAINS. DEMO RANGE GAS PIPING BACK TO MAIN DEMO EXTERNAL DOWNSPOUT DEMO BOTTOM PORTION OF EXTERNAL DOWNSPOUT. RECONFIGURE TO DISCHARGE ONTO NEW ROOF. DEMO BOTTOM PORTION OF EXTERNAL DOWNSPOUT. RECONFIGURE TO DISCHARGE ONTO NEW ROOF. DEMO UTILITY SEWER PPING UNDER FUTURE ADDITION (E) 4" SAN UNERGROUND CAP PIPING IN MECHANICAL ROOM (TYP.4) DEMO GAS CONNECTION FOR RTU REPLACEMENT SHEET NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 2 : 4 2 : 1 8 P M C: \ U s e r s \ e m m a . v e d o c k - g r o s s \ D o c u m e n t s \ W M A _ 1 9 1 6 3 - 0 0 _ M PF _ O L M _ 2 0 1 9 _ e m m a . v e d o c k - g r o s s . r v t P200 DEMOLITION PLAN - PLUMBING OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 UNDERGROUND AND LOWER LEVEL DEMOLITION PLAN - PLUMBING ∆ISSUE DATE 1 PERMIT SET 7/30/21 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 UP DN DN UP DN DN 102 KITCHEN 103 ENTRY (2) WS-1 TO DISCHARGE INTO TRENCH 4"ST & OD UP (2) WS-1 TO DISCHARGE INTO TRENCH UP CONNECT TO EXISTING 1-1/2"CW MAIN 3" VTR V V V CW CW CW HW R HW CW HW ST FD-1 FCO FS-1 FS-1 FS-1 FCO FCO FCO (2) 4" @ 1/4" SLOPE CONNECT TO 2"G (0.5 PSI) GAS GA S GA S OD FD-1 FD-1 GCO FCO PROVIDE RPBP-1 ON 3/4"CW&HW FEEDS TO DISHWASHER 3/4"CW TO NFWH-1 1 1/4" 1 1/2" 1" 3/4" 1 1/4" 3/4" 1 1/4" 3/4"DN TO EQUIPMENT (TYP) 2" DN TO HAND SINKS (TYP): 1-1/2"V 1/2"CW&HW 3/4"CW&HW DN DN TO KITCHEN SINKS (TYP): 2"V 3/4"CW&HW 1"G UP FD-1 1 1/4" FD-1 WH-1 RP-1 MR-12"V DN 3/4"3/4" EMERGENCY GAS SHUTOFF 6 4"ST UP SHEET NOTES: 1. ALL DRAINAGE PIPING TO BE SLOPED AT 1/4" PER FOOT. 2. PRIME ALL FLOOR DRAINS & FLOOR SINKS WITH EVERPRIME SOLUTION. 3. REFER TO RISER DIAGRAMS FOR SIZING NOT CALLED OUT ON FLOOR PLANS. 4. ALL FLOOR DRAINS TO BY TYPE FD-1 WITH 2" WASTE CONNECTIONS. 5. ALL FLOOR SINKS TO BE TYPE FS-1 WITH 3" WASTE CONNECTIONS. 6. VENT TO BE 2' UNLESS NOTED OTHERWISE. 7. REFER TO KITHEN DRAWINGS FOR PLUMBING CONNECTIONS. LISTED KITCHEN FIXTURES PROVIDED BY OTHERS AND INSTALLED BY PLUMBING. PROVIDE INDIRECT DRAINS AS REQUIRED. FIRE SPRINKLER NOTES: 1. EXTEND SPRINKLER PIPING FROM 4" MAIN LOCATED ABOVE ENTRY 103 TO THE NEW ADDITION. 2. REWORK EXISTING SPRINKLER PIPING FOR NEW ROOMS ASSOCIATED WITH ALTERNATE #1. 3. IN AREAS OF EXPOSED CONSTRUCTION, USE BRASS UPRIGHT SPRINKLERS. IN CONCEALED PIPING AREAS, USE ONCEALED PENDANT TYPE SRINKLERS. 4. ALL NEW CONSTRUCTION TO BE FULLY SPRINKLED PER NFPA13. 5. VERIFY EXISTING FIRE MAIN INCLUDES A BACKFLOW DEVICE PRIOR TO INSTALL. KEYED NOTES: ROUTE 1-1/2" WASTE FROM WAREWASHER TO DISCHARGE INTO FLOOR SINK. COLLECT (3)1-1/2" DRAINS FROM THREE COMPARTMENT SINK INTO ONE 2" DRAIN AND ROUTE DISCHARGE INTO FLOOR SINK. ROUTE 1-1/2" WASTE FROM WORK TABLE WITH SINK TO DISCHARGE INTO FLOOR SINK. ROUTE (2)1-1/2" WASTE FROM TWO COMPARTMENT SINK INTO ONE 2" DRAIN AND ROUTE DISCHARGE INTO FLOOR SINK. ROUTE 1" WASTE FROM ICE BEIN AND 1/2" WASTE FROM ICE MACHINE TO DISCHARGE INTO FLOOR DRAIN. PROVIDE EACH WAREWASHER CONNECTION WITH A PRV (APOLLO 36- SERIES), PRESSURE GAUGE AND HAMMER ARRESTOR. EXTEND PRIMARY DRAIN AND OVERFLOW FROM EXISITING DRAIN TO NEW RISER. 1 2 3 4 5 6 7 7 102 KITCHEN 103 ENTRY REPLACE 4" SAN UNDER ADDITION FCO FCO FCO SAN KW KW VV V FCO FS-1 SA NKWGCO SA N V 4"ø 4"ø 4"ø 4"ø 4"ø4"ø 2"ø 2"ø 3"ø 2"ø 2"ø 2"V UP 2"V UP 2"V UP 2"V UP 2"V UP 2"ø 2"ø INSTALL GB-1. REFER TO CIVIL DRAWINGS FOR EXACT LOCATION. GCO MR-1 GB-1 FS-1 FS-1 FD-1 FD-1 FD-1 FD-1FD-1 2"V UP 4"ø 2" V UP 2"V UP 4" 1 3 2 4 5 © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 2 : 4 3 : 1 6 P M C: \ U s e r s \ e m m a . v e d o c k - g r o s s \ D o c u m e n t s \ W M A _ 1 9 1 6 3 - 0 0 _ M PF _ O L M _ 2 0 1 9 _ e m m a . v e d o c k - g r o s s . r v t P210 LOWER LEVEL FLOOR PLAN - PLUMBING OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/4" = 1'-0"1 LOWER LEVEL FLOOR PLAN - PLUMBING 1/4" = 1'-0"2 LOWER LEVEL FLOOR PLAN - UNDERGROUND PLUMBING ∆ISSUE DATE 1 PERMIT SET 7/30/21 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 DN DN DN EXTERNAL DOWNSPOUT TO DISCHARGE ONTO NEW ROOF. EXTERNAL DOWNSPOUT TO DISCHARGE ONTO NEW ROOF. 4" RD-1 & ORD-1 1,780 s.f. @ 2"/hr RAINFALL 4" RD-1 & ORD-1 1,550 s.f. @ 2"/hr RAINFALL 3" VTR 1"G DN REWORK GAS CONNECTION TO REPLACED RTU RTU 5 MAU 1 RTU 6 3/4"G 3/4"G SHEET NOTES: 1. FIELD VERIFY EXISTING CONDITIONS. © 2019 These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without written consent of Integration Design Group, PC. The Architect disclaims any and all liability resulting from unauthorized or improper use of these documents. 7/ 3 0 / 2 0 2 1 2 : 4 4 : 0 6 P M C: \ U s e r s \ e m m a . v e d o c k - g r o s s \ D o c u m e n t s \ W M A _ 1 9 1 6 3 - 0 0 _ M PF _ O L M _ 2 0 1 9 _ e m m a . v e d o c k - g r o s s . r v t P211 MAIN LEVEL FLOOR PLAN - PLUMBING OU R L A D Y O F T H E M O U N T A I N S KI T C H E N A D D I T I O N & E X T E R I O R I M P R O V E M E N T S 92 0 B I G T H O M P S O N A V E . | E S T E S P A R K , C O | 8 05 1 7 PROJECT: 1723 KITCHEN ADDITION & EXTERIOR IMPROVEMENTS 1/8" = 1'-0"1 MAIN LEVEL FLOOR PLAN - PLUMBING ∆ISSUE DATE 1 PERMIT SET 7/30/21 7/30/2021 7/30/21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21 Received CCI 11-18-21Received CCI 11-18-21