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9505 W. 44th Avenue
19-024 NEW IMAGE BREWING TAPROOM 9505 W, 44TH AVENUE WHEAT RIDGE, CO 80033 Owner New Image Brewing ®9505 W. 44th Avenue Wheat Ridge, CO 80033 ph: ]]0-881-1010 Conduct Brandon Capps brandon@nibrewing.com INDEX OF DRAWINGS SHEET NO I SHEET NAME IDl�nII48I 119y"a"alo eralIW199yHl Bi lanTlk PLAN AND LEGEND AND FURNITURE PLAN R�III:Ta1tl[ 11:ia11MA1.CH9IgFi Reviewed for Zoning Compliance by the u City of Wheat Ridge Planning Division-��� APPROVED 12 DATE: June 14, 2021 COMMENTS: Approved with P ndhlons per redlines The issuance of a building permit should not be construed to be approval of a business license. Driving and parking All parking and drive areas shall he Surfaces Shall be in conformance with Section 26-501 hard Surfaced of the Zoning and Development paved Code. Owner/Contractor is responsible for locating property lines and constructing improvements according To the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Site signage will require separate permits. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to issuance of a C.O. If landscaping cannot be installed prior to C.O., a landscape escrow, agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. Architect Mil: Boulder Engineering CO 1717 15th Street �1 boulder acolder, COWI oulderengineenng.com engineering r ph: 303.444.6038 Conduct Ethan Miley ethon@boulderengineering.com CITY MAP GENERAL PROJECT NOTES GENERALSYMBOLS LEGEND 1. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS. O 2. DO NOT SCALE THE DRAWING. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION od 5F FROM THE ARCHITECT BEFORE CONTINUING. GARRISON LAKES 3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF N COLUMN GRID DESIGNATION NOTE TAGS FINISH OF INTERIOR WALIS,TO CENTER LINE OF COLUMNS, ANDTO FACE OF CONCRETE OR rN Z MASONRY WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE w G IQ NOTE BY NUMBER FROM FINISH FACE OF EXISTING WALLS AND TO FINISH FACE OF NEW STUD WALLS. UNLESS O co 0 o W<Nn Ave FIELD OTHERWISE ASURE AND v g 1.2 XX.XXX SPECIFICATION NOTE 4. FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND O C) O FURNISHINGS. COORDINATE DELIVERY AND INSTALIAION OF OFCI EQUIPMENT WITH THE DOOR TAG OWNER. o �— I-)0 I-)0 – i e 1 S FINISH FLOOR ELEVATIONS ARE TO OTHER OF FINISHED FLOORING PRODUCT, NOTED BY AFF (ABOVan m �J WHERE FEW GYPSUM IUARD PARTITIONS ARE A C. _ _ d O O DOOR TAG 6. WHERE NEW GYPSUM BOARD PARTITIONS ME NEW GYPSUM UATION OFMBOARD SH LL BE IGNEDTION WIT 2 OR COLUMN ENCASEMENT THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH _ MANSFIELD NEW GRID ME FACE OF THE EXISTING SURFACE. WHERE AONE HOUR PARTITION IS SHOWN ASA _ CONTINUATION OF A L BE HOUR PARTITION ORTCOLUMNPROVIDE ENCASEMENT, THE FACE F OF THE o GLAZING TAG GYPSUM BOARD SHALL BE OFFSET AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD ON BOTH SIDES. I G A N K I P L Nj a j j '1 GL -x GLUING DESIGNATION II ]. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED as a PER SPECIFICATIONS SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS, AND POWERHOUSE. COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING W NTN AVE L J ®INSTALLED IN FINISHEDAREAS. W4gM4yf – ,�, ARCHITECTURAL WOODWORK 8' FORTIIONTYPES AND E LENGTH AND HEIGHTOFAFIRE EPARTTIN SINDICATEDON AWALLARETO BE CONTINUOUS N. W M1M1 Ave I t 2q" CABINET WIDTH EXISTING GRID 24At —CABINET TYPE 9. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN CEILINGS SHALL BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 10. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY VICINITY MAP BUILDING SECTION TAG EXTERIOR ELEVATION TAG ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED. ELEVATION DESIGNATION SECTION DESIGNATION 11. ISOLATE DISSIMILAR METALS TOPREVENT GALVANIC CORROSION. y 12. SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT. XX XX 13 COORDINATE LOCATION OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT N4 A N $ H I E L D A`R% A`RX A' WORK, INCLUDING MATERIALS AND OTHER CONTIGUOUS SEALANTS 14. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, SHEET NUMBER SHEET NUMBER EXTERIOR WINDOW FRAMES, AND CABINET WORK WITH ADJACENT MATERIALS. MAINTAIN THE i 1. P[ FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE u3 ON RATED WALL, FLOOR, AND CEILING ASSEMBLIES. WALL SECTION TAG INTERIOR ELEVATION TAG 15. DO NOT HANG (SUPPORT) ANY ITEMS FROM METAL ROOF DECK OR PURLINS. ITIS 2 - 9; ACCEPTABLE TO ATTACH.I.E. CEI LING SYSTEM WI RE HANGERS FROM JOISTS AND/OR BEAMS. '•' m ^0 e SECTION DESIGNATION XXSHEEr NUMBER IF NO JOIST OR BEAM, PROVIDE A STEEL STRIP. i y - 16. THESE DRAWINGS HAVE BEEN DEVELOPED FROM FIELD MEASUREMENTS AND OBSERVATION K I IS L, ti x XX XX A.%%% X% OFEXISTI FY ME ARCHITECT IMMEDHESE IATELY F INGSINCONSISTENCIES AGAINCES WANG ACTUAL CONCONDITIONS W /Srh Ave q_' `ELEVATION DESIGNATION ANDNOTIFY PRO EEDING WITH CONSTRUCTION. INCONSISTENCIES WIW ACTUALCONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. SHEET NUMBER XX 17. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES Q y INSTALLED WITHIN 2r OF A URINAL, WATER CLOSET, SI NK OR LAVATORY SHALL BE MOISTURE DETAIL CALLOUT TAG ENLARGED PLAN / CALLOUT TAG SEALED. Ave WMTH AVE L — J Drum City -Guitar Land SECTION DESIGNATION PLAN/DETAIL DESIGNATION Ir e 3 — — — ABBREVIATIONS LEGEND AI01 I AI01 SHEET NUMBER I — —J I ACC ACCESSIBLE NIC NOT IN CONTRACT ARE ABOVE FINISHED FLOOR NTS OWNER NOTTOSCALE SHEET NUMBER ARCH APPROXIMATE OFC( CONTRACTOR INET ARCH ARCHITECTURAL CONTRACTOR INSTALLED B.O.— BOIIOM OF OFOI OWNER FURNISHED, CFC( CONTRACTOR FURNISHED, OWNER INSTALLED _ CONTRACTOR INSTALLED PEP OPPOSITE �WheaLl�idge CFO( OWNER TTALLED (SHED, PERP PERPENDICULAR cou,.vmn oFvup.MwT OWNER INSTALLED PLBG PLUMBING "REVIEWED FOR CODE COMPLIANCE" CL CENTER LINE PLYWD PLYWOOD CLG CEILING RE: REFER TO These drawings were reviewed under the applicable CLR CLEAR REF REFRIGERATOR laws in effect at the time of submittal. Reasonable CMU CONCRETE MASONRY REINF REINFORCE, REINFORCING effort was exercised in checking for code compliance. UNIT RO ROUGH OPENING The stamping of these documents shall not be COORD COORDINATE ROW RIGHT OF WAY combined to be a permit for, or an approval of any CORR CORRIDOR SCHED SCHEDULE violation of state and/or local codes, ordinances or DBL DOUBLE SF SQUARE FOOT(FEET) amendments thereto. DEMO DEMOLISH, DEMOLITION SIM SIMILAR EA EACH SPEC SPECIFICATION Plan Reviewer Money ELEC ELECTRICAL) STC SOUND TRANSMISSION Date 08/05/2021 ELEV ELEVATOR CLASS EQ EQUAL STD STANDARD (E), EMT EXISTING STL STEEL REFINISH FACE STRUCT STRUCTURAL DRAWING NUMBER KEY EL EELEVATION NISHE TSR TREAD ON TSG TGROOVE FFLOOR TEMP TEMPORARY FOO FINISHEDOPENING T.O. TOP OF FP FIRE REPROPROTECTION iOPO TOPOGRAPHY, G FIELD GALVANIZE TOPOGRAPHIC GALV GALVANIZED TYPICAL DISCIPLINE GYP BD GYPSUM BOARD UL UL UNDERWRITER LABORATORIES GYP PLAS GYPSUM PLASTER LABORATORIES A ARCHITECTURAL INSUL INSULATION UNFIN UNFINISHED C CIVIL LAV LAVATORY UNO UNLESS NOTED OTHERWISE L LANDSCAPE LVR LOUVER W/ WITH IR IRRIGATION MAX MAXIMUM W/O WITHOUT M MECHANICAL XX/A.XXX MECH MECHANICAL WC WATER CLOSET E ELECTRICAL MFR MANUFACTURER WD WOOD P PLUMBING MIN MINIMUM X BY S STRUCTURAL MISC MISCELLANEOUS NUMBER OF PLAN. DETAIL ETC. ON SHEET DRAWINGSERIES ISSUE DATE: 03 AUGUST 2021 PATH 21 PROJECT #: 19-024 architecture + planning ISSUE FOR PERMIT PROJECT DESCRIPTION PROJECT SCOPE INCLUDES INTERIOR BUILDOUTWITHIN AN EXISTING BUILDING. SCOPE INCLUDES A TAP ROOM WITH NEW BAR EQUIPMENT, NEW ADA ACCESSIBLE RESTROOMS. EXTERIOR SCOPE INCLUDES A NEW EXTERIOR PATIO SPACE AND RESTRIPING OF EXISTING PARKING LOT. INCLUDES MEP SCOPE FOR PLUMBING, HVAC. AND ELECTRICAL CONNECTIONS. PROJECT DATA CODES/LAWS: CITY OF WHEATRIDGE 2018 INTERNATIONAL BUILDING CODE IBC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2020 NATIONAL ELECTRICAL CODE (NEC) 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE FEDERAL: 2010 AMERICANS WITH DISABILITIES ACT GUIDELINES 2009 ICC / ANSI At 17.1 ACCESSIBILITY CODE OCCUPANCY CLASSIFICATION: 2018 IBC - GROUP A-2 (TAPROOM AND PATIO( 1,622 SF CONSTRUCTION TYPE: EXISTING BUILDING: V -B FIRE ALARM NOT REQUIRED IN A OCCUPANCY MIN LESS THAN 300 OCCUPANTS, PER IBC 2018 SECTION 907.2.1 MAX # OF STORIES:2 EXST # OF STORIES TO REMAIN: I STORY MAX BUILDING AREA: 24,000 SF TOTAL AREA IN PROJECT SCOPE: 1,712 SF PER MI8IBC TABLE 5011 1 HOUR SEPARATION IS REQUIRED BETWEEN A AND S-2 OCCUPANCIES MEANS OF EGRESS: PER 2018 IBC SECTION 1006 MEANS OF EGRESS SIZING: CORRIDORS AND DOOR OPENINGS: 0.15" X OCCUPANT LOAD, MIN CORRIDOR WIDTH: 44'TYPICAL PER MIS UBC SECTION 1006.3 NUMBER OF EXITS: 2 EXITS OR ACCESS TO EXITS REQUIRED PER STORY FOR AN OCC. LOAD OF 1-500. PER MIS IBC SECTION 1007 EXIST CONFIGURATION: THE DISTANCE BETWEEN EXITS MUST BE AT LEAST 1/2 THE LENGTH OF THE DIAGONAL DIMENSION. IECC REQUIREMENTS PER MI 8 INTERNATIONAL ENERGY CONSERVATION CODE CLIMATE ZONE 5 BUILDING ENVELOPE REQUIREMENTS FOR OPAQUE ASSEMBLIES • ROOFS: Poth21 Architecture • WALLS ABOVE GRADE: EXISTING • WALLS BELOW GRADE: 2245 Curtis SL Ste. IOD AT H EXISTING radoPDenver, Colo80205 11 www.path2larch.com architecture❑ph: 720.46.9286 + planning Contact Motive Kinsey mkinsey@paih2larch.com Mil: Boulder Engineering CO 1717 15th Street �1 boulder acolder, COWI oulderengineenng.com engineering r ph: 303.444.6038 Conduct Ethan Miley ethon@boulderengineering.com CITY MAP GENERAL PROJECT NOTES GENERALSYMBOLS LEGEND 1. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS. O 2. DO NOT SCALE THE DRAWING. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION od 5F FROM THE ARCHITECT BEFORE CONTINUING. GARRISON LAKES 3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF N COLUMN GRID DESIGNATION NOTE TAGS FINISH OF INTERIOR WALIS,TO CENTER LINE OF COLUMNS, ANDTO FACE OF CONCRETE OR rN Z MASONRY WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE w G IQ NOTE BY NUMBER FROM FINISH FACE OF EXISTING WALLS AND TO FINISH FACE OF NEW STUD WALLS. UNLESS O co 0 o W<Nn Ave FIELD OTHERWISE ASURE AND v g 1.2 XX.XXX SPECIFICATION NOTE 4. FIELD MEASURE AND CONFIRM DIMENSIONS FOR OWNER PROVIDED EQUIPMENT AND O C) O FURNISHINGS. COORDINATE DELIVERY AND INSTALIAION OF OFCI EQUIPMENT WITH THE DOOR TAG OWNER. o �— I-)0 I-)0 – i e 1 S FINISH FLOOR ELEVATIONS ARE TO OTHER OF FINISHED FLOORING PRODUCT, NOTED BY AFF (ABOVan m �J WHERE FEW GYPSUM IUARD PARTITIONS ARE A C. _ _ d O O DOOR TAG 6. WHERE NEW GYPSUM BOARD PARTITIONS ME NEW GYPSUM UATION OFMBOARD SH LL BE IGNEDTION WIT 2 OR COLUMN ENCASEMENT THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH _ MANSFIELD NEW GRID ME FACE OF THE EXISTING SURFACE. WHERE AONE HOUR PARTITION IS SHOWN ASA _ CONTINUATION OF A L BE HOUR PARTITION ORTCOLUMNPROVIDE ENCASEMENT, THE FACE F OF THE o GLAZING TAG GYPSUM BOARD SHALL BE OFFSET AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD ON BOTH SIDES. I G A N K I P L Nj a j j '1 GL -x GLUING DESIGNATION II ]. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED as a PER SPECIFICATIONS SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS, AND POWERHOUSE. COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING W NTN AVE L J ®INSTALLED IN FINISHEDAREAS. W4gM4yf – ,�, ARCHITECTURAL WOODWORK 8' FORTIIONTYPES AND E LENGTH AND HEIGHTOFAFIRE EPARTTIN SINDICATEDON AWALLARETO BE CONTINUOUS N. W M1M1 Ave I t 2q" CABINET WIDTH EXISTING GRID 24At —CABINET TYPE 9. EXIT SIGNS AND SMOKE DETECTORS LOCATED IN CEILINGS SHALL BE POSITIONED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 10. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY VICINITY MAP BUILDING SECTION TAG EXTERIOR ELEVATION TAG ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF THE SUBSTRATE AS SUITABLE FOR THE APPLICATION INTENDED. ELEVATION DESIGNATION SECTION DESIGNATION 11. ISOLATE DISSIMILAR METALS TOPREVENT GALVANIC CORROSION. y 12. SEALANTS EXPOSED TO VIEW SHALL BE CUSTOM COLOR AS SELECTED BY THE ARCHITECT. XX XX 13 COORDINATE LOCATION OF SEALANT AND COMPATIBILITY OF SEALANTS WITH ADJACENT N4 A N $ H I E L D A`R% A`RX A' WORK, INCLUDING MATERIALS AND OTHER CONTIGUOUS SEALANTS 14. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, SHEET NUMBER SHEET NUMBER EXTERIOR WINDOW FRAMES, AND CABINET WORK WITH ADJACENT MATERIALS. MAINTAIN THE i 1. P[ FIRE RATING OF CONSTRUCTION AROUND CABINETS, PANELS, AND BOXES RECESSED IN FIRE u3 ON RATED WALL, FLOOR, AND CEILING ASSEMBLIES. WALL SECTION TAG INTERIOR ELEVATION TAG 15. DO NOT HANG (SUPPORT) ANY ITEMS FROM METAL ROOF DECK OR PURLINS. ITIS 2 - 9; ACCEPTABLE TO ATTACH.I.E. CEI LING SYSTEM WI RE HANGERS FROM JOISTS AND/OR BEAMS. '•' m ^0 e SECTION DESIGNATION XXSHEEr NUMBER IF NO JOIST OR BEAM, PROVIDE A STEEL STRIP. i y - 16. THESE DRAWINGS HAVE BEEN DEVELOPED FROM FIELD MEASUREMENTS AND OBSERVATION K I IS L, ti x XX XX A.%%% X% OFEXISTI FY ME ARCHITECT IMMEDHESE IATELY F INGSINCONSISTENCIES AGAINCES WANG ACTUAL CONCONDITIONS W /Srh Ave q_' `ELEVATION DESIGNATION ANDNOTIFY PRO EEDING WITH CONSTRUCTION. INCONSISTENCIES WIW ACTUALCONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. SHEET NUMBER XX 17. ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, PAPER DISPENSERS AND SOAP DISHES Q y INSTALLED WITHIN 2r OF A URINAL, WATER CLOSET, SI NK OR LAVATORY SHALL BE MOISTURE DETAIL CALLOUT TAG ENLARGED PLAN / CALLOUT TAG SEALED. Ave WMTH AVE L — J Drum City -Guitar Land SECTION DESIGNATION PLAN/DETAIL DESIGNATION Ir e 3 — — — ABBREVIATIONS LEGEND AI01 I AI01 SHEET NUMBER I — —J I ACC ACCESSIBLE NIC NOT IN CONTRACT ARE ABOVE FINISHED FLOOR NTS OWNER NOTTOSCALE SHEET NUMBER ARCH APPROXIMATE OFC( CONTRACTOR INET ARCH ARCHITECTURAL CONTRACTOR INSTALLED B.O.— BOIIOM OF OFOI OWNER FURNISHED, CFC( CONTRACTOR FURNISHED, OWNER INSTALLED _ CONTRACTOR INSTALLED PEP OPPOSITE �WheaLl�idge CFO( OWNER TTALLED (SHED, PERP PERPENDICULAR cou,.vmn oFvup.MwT OWNER INSTALLED PLBG PLUMBING "REVIEWED FOR CODE COMPLIANCE" CL CENTER LINE PLYWD PLYWOOD CLG CEILING RE: REFER TO These drawings were reviewed under the applicable CLR CLEAR REF REFRIGERATOR laws in effect at the time of submittal. Reasonable CMU CONCRETE MASONRY REINF REINFORCE, REINFORCING effort was exercised in checking for code compliance. UNIT RO ROUGH OPENING The stamping of these documents shall not be COORD COORDINATE ROW RIGHT OF WAY combined to be a permit for, or an approval of any CORR CORRIDOR SCHED SCHEDULE violation of state and/or local codes, ordinances or DBL DOUBLE SF SQUARE FOOT(FEET) amendments thereto. DEMO DEMOLISH, DEMOLITION SIM SIMILAR EA EACH SPEC SPECIFICATION Plan Reviewer Money ELEC ELECTRICAL) STC SOUND TRANSMISSION Date 08/05/2021 ELEV ELEVATOR CLASS EQ EQUAL STD STANDARD (E), EMT EXISTING STL STEEL REFINISH FACE STRUCT STRUCTURAL DRAWING NUMBER KEY EL EELEVATION NISHE TSR TREAD ON TSG TGROOVE FFLOOR TEMP TEMPORARY FOO FINISHEDOPENING T.O. TOP OF FP FIRE REPROPROTECTION iOPO TOPOGRAPHY, G FIELD GALVANIZE TOPOGRAPHIC GALV GALVANIZED TYPICAL DISCIPLINE GYP BD GYPSUM BOARD UL UL UNDERWRITER LABORATORIES GYP PLAS GYPSUM PLASTER LABORATORIES A ARCHITECTURAL INSUL INSULATION UNFIN UNFINISHED C CIVIL LAV LAVATORY UNO UNLESS NOTED OTHERWISE L LANDSCAPE LVR LOUVER W/ WITH IR IRRIGATION MAX MAXIMUM W/O WITHOUT M MECHANICAL XX/A.XXX MECH MECHANICAL WC WATER CLOSET E ELECTRICAL MFR MANUFACTURER WD WOOD P PLUMBING MIN MINIMUM X BY S STRUCTURAL MISC MISCELLANEOUS NUMBER OF PLAN. DETAIL ETC. ON SHEET DRAWINGSERIES ISSUE DATE: 03 AUGUST 2021 PATH 21 PROJECT #: 19-024 architecture + planning ISSUE FOR PERMIT PROJECT DESCRIPTION PROJECT SCOPE INCLUDES INTERIOR BUILDOUTWITHIN AN EXISTING BUILDING. SCOPE INCLUDES A TAP ROOM WITH NEW BAR EQUIPMENT, NEW ADA ACCESSIBLE RESTROOMS. EXTERIOR SCOPE INCLUDES A NEW EXTERIOR PATIO SPACE AND RESTRIPING OF EXISTING PARKING LOT. INCLUDES MEP SCOPE FOR PLUMBING, HVAC. AND ELECTRICAL CONNECTIONS. PROJECT DATA CODES/LAWS: CITY OF WHEATRIDGE 2018 INTERNATIONAL BUILDING CODE IBC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2020 NATIONAL ELECTRICAL CODE (NEC) 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE FEDERAL: 2010 AMERICANS WITH DISABILITIES ACT GUIDELINES 2009 ICC / ANSI At 17.1 ACCESSIBILITY CODE OCCUPANCY CLASSIFICATION: 2018 IBC - GROUP A-2 (TAPROOM AND PATIO( 1,622 SF CONSTRUCTION TYPE: EXISTING BUILDING: V -B FIRE ALARM NOT REQUIRED IN A OCCUPANCY MIN LESS THAN 300 OCCUPANTS, PER IBC 2018 SECTION 907.2.1 MAX # OF STORIES:2 EXST # OF STORIES TO REMAIN: I STORY MAX BUILDING AREA: 24,000 SF TOTAL AREA IN PROJECT SCOPE: 1,712 SF PER MI8IBC TABLE 5011 1 HOUR SEPARATION IS REQUIRED BETWEEN A AND S-2 OCCUPANCIES MEANS OF EGRESS: PER 2018 IBC SECTION 1006 MEANS OF EGRESS SIZING: CORRIDORS AND DOOR OPENINGS: 0.15" X OCCUPANT LOAD, MIN CORRIDOR WIDTH: 44'TYPICAL PER MIS UBC SECTION 1006.3 NUMBER OF EXITS: 2 EXITS OR ACCESS TO EXITS REQUIRED PER STORY FOR AN OCC. LOAD OF 1-500. PER MIS IBC SECTION 1007 EXIST CONFIGURATION: THE DISTANCE BETWEEN EXITS MUST BE AT LEAST 1/2 THE LENGTH OF THE DIAGONAL DIMENSION. IECC REQUIREMENTS PER MI 8 INTERNATIONAL ENERGY CONSERVATION CODE CLIMATE ZONE 5 BUILDING ENVELOPE REQUIREMENTS FOR OPAQUE ASSEMBLIES • ROOFS: EXISTING • WALLS ABOVE GRADE: EXISTING • WALLS BELOW GRADE: EXISTING • SLAB ON GRADE FLOORS: EXISTING BUILDING ENVELOPE REQUIREMENTS FOR FENE57RAEON: • CURTAINWALL/STOREFRONT: U-0.45 • GLAXED ENTRANCE DOOR: U-0.80 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 171715th meet m"eer, Cc Snot on: Xi 6038 No. Description Date 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title COVER & DRAWING INDEX Sheet Number Go101 `HALL ASSEMBLY. AS SCHEDULED 5/8" TYPE X GYPSUM PANELS USG SHEE ROCK BRAND FIRECODE COMPOUND, 5/8" MIN. THICKNESS. OVERLAP DRYWALL BY I"MIN. PIPE COVERING AND THROUGH PENETRATION 0-` PENETRATION FIRESTOP SYSTEM NO. W -L -1087,1 -HR RATING 03- TYPICAL DTL- PIPING PENETRATION AT RATED WALL 1 1 /2" = 1,-0„ THE RATED ASSEMBLY SEPARATING A AND S-2 OCCUPANCIES SHALL BE A 1 -HR RATED FIRE BARRIER, PER IBC TABLE 508.4 THE RATED ASSEMBLY SEPARATING A AND S-2 OCCUPANCIES SHALL BEA 1 -HIR RATED FIRE BARRIER, PER IBC TABLE 508.4 _ 11g. = 1.-0.. EXIST OUT OF SCOPE 21 /2" MIN MTL STUD 24" OC MAX ONE OR TWO LAYERS OF 5/6' TYPE GYP BD AS REQUIRED PER PARTITION TYPE STEEL FIRE EXTINGUISHER CABINEr. MAINTAIN FIRE RESISTANT RATING OF THE PARTITION ON ALL SIDES, VARIES TOP AND BOTTOM OF THE CABINET. NOTES: PER 2018 714.4.1.2 1. MAINTAINING FIRE RATING AROUND A GREATER THAN 16 SQ IN CABINET IS NOT NECESSARY IF THE BOX HAS BEEN TESTED FOR USE IN A FIRE-RESISTANT RATED ASSEMBLY. /102 -RECESSED CABINETS IN WALL 1 1 /2" = P-0" JAN. '1 -- F-7 I I WOMEN$ RE l�ti - 105 /AI 1 1 -- TI III O rl (1 �1Y o � Y( T/ Y I J I L MENS RR 'h✓ t � _E 104 .L ---- _36-�� — OYStP2 L THIS DOOR IS FOR SECONDARY Ota EGRESS. NO PUBLIC ENTRY. QPM SFQP TAPROOM 101 ACCESSIBLE _/�-� 1 PATIO ENTRY DOOR F 108 I FUNR�oN oF,o CC LOAD5AK., P s�»Cw.e..� OCC 1. � CCCIIPPMS:N CODE COMPLIANCE PLAN GENERAL NOTES PATH f architecture 21 I I. SREFER MOKE DMCTRICAL DRAWINGS FOR LOCATION AND QUANTITY OF E SMOKE DETECTORS. + planning OCCUPANT LOAD CALCULATIONS OCCUPANCY CALC. FACTOR #OF OCC.'S NOTES A-2 IS NET 108 EXCLUDES (TAVERNS AND BARS) 1UNCONCENTRATED mueecco=e RR'S, AND FIRE EXTINGUISHER& CABINET RECESSED TABLES AND CHAIRS) 36" JANITOR 04.M.2021 A-20CCUPANCY REVISED CLOSET TOTAL CALCULATED OCCUPANT LOAD: 108 RESTROOM FIXTURE CALCULATIONS MEN (54 OCC) WOMEN (54 OCC) FIXTURE CALC FACTOR #REQ FIXTURE CALC FACTOR #REQ WC 1/40 2 WC 1/40 2 LAV 1175 1 uv IRS 1 EXIT NUMBER SL ARRANGEMENT PERIBC2015SEMION 1006: (A-2) OCCUPANCY 250-0' 103'-2"MAX MAX ALLOWABLE TRAVEL DISTANCE ALLOWED PROVIDED MAX COMMON PATH Of EGRESS TRAVEL 75'-0"ALLOWED PER IBC 2015 SECTION 1006.3.1: NUMBER OF EXITS 2REQUIRED PER ISO 2018 SECTION 1007: EXIT CONFIGURATION MIN. 1/2 LENGTH OF MAX OVERALL DIAGONAL DIMENSION MINIMUM COORIDOR WIDTH 44" PER IBC 2018 SECTION 1005: MEANS OF EGRESS SIZING: 0.1&'x 109 OCCUPANTS • le STANDARD 44" HALLWAY AND 36" DOORWAY WILL BE USED CODE COMPLIANCE Denver, CO 80205 LEGEND Email: mkinsey@path2larch.com NEW PARTITION Consultant Team EXISTING PARTITION Boulder Engineenng FEC mueecco=e M:5m4ea.eme FIRE EXTINGUISHER& CABINET RECESSED ® 36" EXIT LOCATION AND WIDTH TIN INCHES)(SCREENED IF EXISTING) 04.M.2021 A-20CCUPANCY REVISED OUT OFSCOPE SIP.. JL lB. EXIT TRAVEL DISTANCE 06.24.2021 EXIT SIGN W/ DIRECTION -- 1rr -- NEW I -HR RATED PARTITION 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th sneer mueecco=e M:5m4ea.eme No. Description Date 1 ISSUE FOR PERMIT- 04.M.2021 REVISED 2 PERMITCOMMENTS 06.24.2021 ROUND) 3 PERMITCOMMENTS 07,28.2021 ROUND2 4 PERMIT COMMENTS 08.03.2021 ROUNDS NdNee/Rio' lO G m c 0 G�Og OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title CODE COMPLIANCE PLAN AND DETAILS Sheet Number G0201 �n 02 -DEMOLITION REFLECTED CEILING PLAN 1/8" = 1'-0" jkROOF RIDGELII 112'-G' LEVEL ONE 100--d' 03 -SOUTH ELEVATION - DEMOLITION I/8" = 1'-0" ON 4 I I I 1• �n 01 -DEMOLITION FLOOR PLAN 1/8" = 1'-0" b] DEMOLITION GENERAL NOTES 1. REMOVE EXISTING CONSTRUCTION AS INDICATED. TYPICAL WALL REMOVAL INCLUDE FINISHES AND MECHANICAL PLUMBING AND ELECTRICAL SYSTEMS CONTAINED MEREIN. REMOVE DOORS, CASEWORK, WINDOWS, FRAMES, AND OTHER FIXTURES AS REQUIRED. AMR REMOVAL OF PIPE CHASES, PATCH HOLES IN EXISTING FLOORS OR WALLS TO REMAIN TO MEET ORIGINAL FIRE PROTECTION AND STRUCTURAL REQUIREMENTS. PATCH ADJOINING WALLS, 2. COORDINATE WITH THE OWNER ANY ITEMS TO BE STORED AND/OR RELOCATED IF APPLICABLE. 3. SEE MECHANICAL,PLUMBING, AND ELECTRICAL DRAWINGS FOR DEMOLITION OF UTILITIES. GC TO VERIFY ELEVATION OF EXISTING DOMESTIC WASTE CONNECTION AND COORDINATE WITH MEP. 4. COORDINATE ALL FLOOR CHANNELING AND CORING WITH MPE DEMOLITION AND NEW CONSTRUCTION SCOPE. GENERAL SCOPE AREAS INDICATED ON THIS DRAWING. 5. VERIFY THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT CONSTRUCTION. 6. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET FORTH BY ALL GOVERNING AUTHORITIES. 7. DO NOT CUT ANY STRUCTURAL WORK WITHOUT PRIOR APPROVAL FROM THE DESIGN TEAM. B. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION AT ALL TIMES. 9. REPLACE OR REPAIR ANY EXISTI NG TO REMAI N FI NISHES WHICH ARE DAMAGED DURING DEMOLITION (LE. - CEILING GRID, CEILING TILE, WALL COVERING, FLOOR COVERING) 10. NOTI FY THE DESIGN TEAM IMMEDIATELY I F THE REMOVAL OF EXISTING TO REMAIN MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECT THE OPERATION OF MEP SYSTEM OUTS DE THE LIMIT OF EXISTING TO BE REMOVED. 11. SCHEDULE ALL DEMOLITION WITH TIME OWNER. 12. REFER TO SPECIFICATIONS FOR INTERIM LI HE SAFETY MEASURES 13, THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THEM AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. 14. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND AS SET FORTH BY ALL GOVERNING AUTHORITIES. 15. BRACE ALL EXISTING STRUCTURES OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. DEMOLITION LEGEND DEMOLITION KEYNOTES O NEW DOOR OPENING. PREPARE TO RECEIVE NEW DOOR AND FRAME. OEXISTING STOREFRONT ASSEMBLY TO BE REMOVED. PREPARE OPENING TO RECEIVE NEW STOREFRONT ASSEMBLY. OEXISTING MILLWORK TO BE REMOVED. PATCH AND REPAIR AT MILLWORK ATTACHMENT POINTS. OEXISTING WATER H EATER TO BE REMOVED, RE: MEP DRAWINGS EXISTING INTERIOR DOOR OPENING TO BE REMOVED. PREPARE TO OS PATCH AND REPAIR TO MATCH SURROUNDING EXISTING WALL ASSEMBLY. OEXISTING PLUMBING FIXTURE TO BE REMOVED. CAP LINES AN D IN FILL FLOOR PER NEW PLUMBING LAYOUT, RE: MEP DRAWINGS OEXISTING DOOR FRAME AN D HARDWARE TO BE REMOVED. PREPARE TO PATCH AND REPAIR FOR NEW DOOR OPENING OEXISTING BUILDING SIGNAGE AN D POWER LOCATION TO REMAIN. O9 EXISTING EQUIPMENT TO REMAIN. NOT IN SCOPE. PROTECT DURING CONSTRUCTION. EXISTING ACT AND LIGHTING TO BE REMOVED. REMOVE UNUSED 10 CON DUIT AND PREPARE TO RECEIVE NEW LIGHTING AND CEILING ASSEMBLY. OSELECTIVE WALL DEMOLITION FOR NEW HOSE BIB. PATCH AND REPAIR 11 TO RETURN EXTERIOR WALL TO PREVIOUS WATERTIGHT CONDITION AND FINISH. OSELECTIVE WALL DEMOLITION FOR NEW EXTERIOR POWER 12 CONNECTION. PATCH AND REPAIR TO RETURN EXTERIOR WALL TO PREVIOUS WATERTIGHT CONDITION AND FINISH. PATH 21 architecture + planning 2245 Curtis Street, Suite 100 EXISTING TO REMAIN Tel: 720.446.9286 OUT OFSCOPE www.path2larch.com EXISTING TO BE REMOVED r —1 EXSTING LIGHTING TO BE REMOVED, L__jRE: ELECTRICAL DEMOLITION PLAN mueec Co&Ao M: Sm,ua.m5e EXISTING DOOR TO BE REMOVED I ISSUE FOR PERMIT- 04.20.2021 EXISTING DOOR TO REMAIN REVISED AREA OF SELECTIVE CONCRETE FLOOR SLAB DEMOLITION. PREPARE TO RECEIVE NEW PLUMBING AND CONDUIT. RE: MEP WHeal Rio' DEMOLITION PLANS NOTE: FLOOR DEMOLITION LOCATIONS ARE APPROXIMATE, VERIFY LAYOUT IN FIELD BEFORE SAWCUNING SLAB DEMOLITION KEYNOTES O NEW DOOR OPENING. PREPARE TO RECEIVE NEW DOOR AND FRAME. OEXISTING STOREFRONT ASSEMBLY TO BE REMOVED. PREPARE OPENING TO RECEIVE NEW STOREFRONT ASSEMBLY. OEXISTING MILLWORK TO BE REMOVED. PATCH AND REPAIR AT MILLWORK ATTACHMENT POINTS. OEXISTING WATER H EATER TO BE REMOVED, RE: MEP DRAWINGS EXISTING INTERIOR DOOR OPENING TO BE REMOVED. PREPARE TO OS PATCH AND REPAIR TO MATCH SURROUNDING EXISTING WALL ASSEMBLY. OEXISTING PLUMBING FIXTURE TO BE REMOVED. CAP LINES AN D IN FILL FLOOR PER NEW PLUMBING LAYOUT, RE: MEP DRAWINGS OEXISTING DOOR FRAME AN D HARDWARE TO BE REMOVED. PREPARE TO PATCH AND REPAIR FOR NEW DOOR OPENING OEXISTING BUILDING SIGNAGE AN D POWER LOCATION TO REMAIN. O9 EXISTING EQUIPMENT TO REMAIN. NOT IN SCOPE. PROTECT DURING CONSTRUCTION. EXISTING ACT AND LIGHTING TO BE REMOVED. REMOVE UNUSED 10 CON DUIT AND PREPARE TO RECEIVE NEW LIGHTING AND CEILING ASSEMBLY. OSELECTIVE WALL DEMOLITION FOR NEW HOSE BIB. PATCH AND REPAIR 11 TO RETURN EXTERIOR WALL TO PREVIOUS WATERTIGHT CONDITION AND FINISH. OSELECTIVE WALL DEMOLITION FOR NEW EXTERIOR POWER 12 CONNECTION. PATCH AND REPAIR TO RETURN EXTERIOR WALL TO PREVIOUS WATERTIGHT CONDITION AND FINISH. PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th meet mueec Co&Ao M: Sm,ua.m5e No. Description Date I ISSUE FOR PERMIT- 04.20.2021 REVISED WHeal Rio' l° U m � c 0 G�ng aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title DEMOLITION RCP AND FLOOR PLAN Sheet Number D0201_ 8 ZONED A-1 MIN SETBACK 0 ZONED R-2 PROPERTY LINE MIN SMACK I I � I I I I I �3 ®0 PRD IVI AISLE I IF PIT I I I I I I I L — — — — — �� II EXISTING BUILDING 1-, •a { E- y E I.Wi9 Hiuwnr, umiry LOCAL) f 8 PATO 580 Sr l\ Li WEST 44TH TIL SEEEBuEEEiEEEE�EiVk�i EBuEEEEi]YfiEEEEii �� ETSTINTGSDEWAUK <�:O�:� EXISTING SIDEWALK 1 • AVENUE ,\ 1 . • 20 1 „ 201-91 %CCESS. VAN ->-' SPACE ACCESS. SPACE I W w3 (uw L ' b • °I �� o 1431,54 SF LANDSCAPED AREA 541.22 SF -- LEGAL DESCRIPTION 9505 W 4411-1 AVE, CITY OF WHEAT RIDGE, COLORADO 80033 THAT PORTION OF CERTAIN REAL PROPERTY SITUATED IN THE WEST HALF OF BLOCK 18, JUCHEM'S GARDEN PLKACE, JEFFERSON COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE EAST ONE-HALF OF THE WEST ONE-HALF OF SAID BLOCK 18, EXCEPT THAT PORTION LYING NOTH OF A LINE DRAWN 170 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF THE WEST HALF OF SAID BLOCK 18: AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF WHEAT RIDGE IN DEED RECORDED SEPTEMBER 7.1972 IN BOOK 2419 AT PAGE 272, AND EXCEPT THAT PORTION CONVEYED TO JOHN MARLOWE IN WARRENTY DEED RECORDED OCTOBER 11. 2000 AT RECEPTION NO. F1128148, COUNTY OF JEFFERSON, STATE OF COLORADO. THE SOUTH 145 FEET OF THE WEST 130 FEET OF BLOCK 18, JUCHEM'S GARDEN PLACE, TOGETHER WITH THAT PORTION OF THE 20 FEET WIDE STRIP OF VACATED 2ND STREET, NOW KNOWN AS INDEPENDENCE STREET LYING IMMEDIATELY WEST OF, AND ADJACENT THERETO, AS VACATED BY INSTRUMENT RECORDED MARCH 16, 19531N BOOK 798 AT PAGE 237, EXCEPT ANY PORTION CONVEYED TO IN DEED RECORDED MARCH 30,1953 IN BOOK 800 AT PAGE 210 AND EXCEPT ANY PORTION CONVEYED TO THE CITY OF WHEAT RIDGE BY QUIT CIAIM DEED RECORDED JUNE 30, 1994, AT RECEPTION NO. 94113607. COUNTY OF JEFFERSON, STATE OF COLORADO. ZONING AND SETBACK REQUIREMENTS ZONING DISTRICT: COMMERCIAL -ONE DISTRICT (C-1) MIN. FRONT YARD SETBACK 50'-9' FRONT YARD SETBACK PROVIDED 117 -9 - OR 0-21Y BUILD -TO PER ASDM MIN. SIDE YARD SETBACK V-0" SIDE YARD SETBACKS PROVIDED 9Y-9"/50'.8 MIN. BACKYARD SETBACK 15-0BACKYARD SETBACK PROVIDED 119.0" ARCHITECTURAL SITE PLAN GENERAL NOTES I. ARCHITECTURAL SITE PLAN IS ISSUED FOR REFERENCE ONLY. 2. THE CONTRACTOR SHALL MAI NTAIN EXIST( NG ACCESS TO ALL EMERGENCY ENTRANCES AND SHALL NOT BLOCK ACCESS TO DRIVES AND COVERED DROP OFF AREAS. SITE WORK AND STAGING THAT AFFECT THE AREAS ADJACENT TO THE EMERGENCY SEPARTMENT ENTRANCE WILL REQUI RE WRITTEN COORDINATION PLAN SUBMITTED TO AND APPROVED BY THE FACILITY. 3. CONTRACTOR SHALL INFORM THE OWNER PRIOR TO ANY SITE DEMOLITION AND SHALL SCHEDULE SUCH DEMOLITION AS NOT TO INTERFERE WITH THE OWNER'S OPERATIONS AS OUTLINED IN AN AGREED PHASING PLAN AND SCHEDULE. PARKING CALCULATIONS USE CLASSIFICATION (PER SEC. 26501-E2 WHEAT RIDGE CODE) EATING AND DRINKING ESTABLISHMENT OR SIMILAR PLACE OF ASSEMBLY PARKING SPACE CALCULATIONS BELOW ARE FOR THE TAP ROOM SPACE ONLY REQUIRED: MIN, I SPACE PER 100 SF 1,663 SF= 17 PARKING SPACES PROVIDED: 23 PARKING SPACES ADA COMPLIANCE (PER ADA STANDARDS FOR ACCESSIBLE DESIGN 4.1.2) MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES REQUIRED FOR: 1-25 SPACES I ACCESSIBLE PARKING SPACE PROVIDED FOR: 23 PARKING SPACES 2 ACCESSIBLE PARKING SPACES, INCLUDING 1 VAN ACCESSIBLE SPACE SITE DEMOLITION PLAN KEYNOTES O EXISTING PROPAN E TANK TO BE REMOVED, PATCH AND REPAIR ASPHALT OEXISTING FENCE TO BE REMOVED, PATCH AND REPAIR ASPHALT O EXISTING BOLLARDS TO BE REMOVED, PATCH AND REPAIR ASPHALT O EXISTING ASPHALT PAVING AND RIVER ROCK TO BE REMOVED, PREPARE TO POUR NEW CONCRETE PATIO MAX HEIGHT BU a, MAX HEIGHT PROVIDED 95'-0" www.path2larch.com ARCHITECTURAL SITE Consultant Team - Boulder Engineering 1717 MIT SOOF PouMler, CO Pohl PLAN KEYNOTES No. Description Date LANDSCAPE AND SITE Ol NEW REVISED CONCRETE PARKING BUMPER; RE: SPECIFICATIONS COVERAGE O NEW HANDICAP PARKING SIGNAGE; RE: SPECIFICATIONS O EXISTING SILO AND CONCRETE PAD TO REMAIN WNealR�v EXISTING USE: MERCANTILE (FORMERLY PARTY RENTALS) PROPOSED USE: MICROBREWERY WITH TAP ROOM O4 EXISTING WELL TO REMAIN EXISITING LANDSCAPED AREA: 2920 SF TOTAL O EXISTING 4'CONCRETE DRAIN PAN AND SPILLWAY TO REMAIN PROPOSED LANDSCAPED AREA: 2920 SF TOTAL© EXISTING STAFF PARKING FOR PRODUCTION FACILITY ON NORTH SIDE OF BUILDING TENANT SPAINGSF:,292 SF625F TENANT SPACE SF: 10,210.62 O NEW CONCRETE PAD, SLOPE I/e'/ 12'TOWARD EXISTING GRADE PARKING REQUIRED: 23 (NOT INCLUDING PATO) O NEW EXTERIOR LIGHTING. FULL CUTOFF FIXTURES PARKING PROPOSED: 23 SPACE PLUS 2 ACCESSIBLE PARKING SPACES MAX - LG ARCHITECTURAL SITE LOT E:1 EXISTING LOT COVERAGE: 10.210.62 SF 170.898 SF = 14% PROPOSED LOT COVERAGE: 10,790.62 SF/ 70,8985F=I5% PLAN LEGEND PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 1717 MIT SOOF PouMler, CO Pohl XMFHt AM No. Description Date 1 ISSUE FOR PERMIT- 04.20.2021 REVISED 2 PERMITCOMMENTS 06.24.2021 ROUND WNealR�v dD c O G�Og aMS l� NEWCONSTRUCTIONGPp0.10 LI EXISTING TO REMAIN 00405414 p: EXST CONCRETE PAVING MIM I D Ci � � � UB 0� TIL EXST ASPHALT PAVING gRCHII yE Tj ® OUT OF SCOPE PROPERTY LINE Oo EASEMENT/SETBACK —O—O— EXST CHAINLINK FENCE AND GATES REQUIRED ACCESSIBLE APPROACH 19-024 NEW IMAGE EXISTING PARKING COUNT BREWING TAPROOM w w O NEW PARKING COUNT c I 9505 W. 44TH AVENUE I • EXISTING POWER POLE WHEAT RIDGE, C080033 ITTiw NEW PARKING LOT STRIPING 3 I� B a \\\\\\\ Issue ISSUE FOR PERMIT - - - - - - - - - - - - - PEDESTRIAN CROSSWALK SAFETY STRIPING IL � o I Date 03 AUGUST 2021 r- oL•_o U-1 0 ,� C EXISTING PARKING SPACE Project Number 19-024 °\ I U 31 �, m ° Drawn by TB/MK o (( °\ q U • I NEW PARKING SPACE o/ o� w 3 O m o o x C Checked b BT r ° : a..— o ; -oma0 n 0 1 O I Sheet Title ---OH--- EXISTING OVERHEAD UTILNY LINE TO REMAIN OI O l3 C B I ---G--- EXISTING GAS UNE TO REMAIN SITE DEMO PLAN AND - T_ - --W--- EXISTING WATER LINE TO REMAIN CONTEXT PLAN O - - E --- EXISTING ELECTRICAL LINE TO REMAIN 1 ` - -i--- EXISTING TELEPHONE LINE TO REMAIN J Sheet Number WEST 44TH AVENUE A• 1 O 1 06 - 09 - 02 -REFLECTED CEILING PLANREFLECTED CEILING PLAN 1 /8" = V-0" FLOOR PLAN KEYNOTES OINFILL TO MATCH EXISTING WALL ASSEMBLY O EXISTING WINDOW TO REMAIN INSTALL NEW DOOR, FRAME AND HARDWARE IN NEW O DOOR OPENING, RETURN SURROUNDING WALL ASSEMBLY TO WATERTIGHT CONDITION. INSTALL NEW STOREFRONT ASSEMBLY AND OVERHEAD O DOOR IN EXISTING STOREFRONT OPENING. RE: ENLARGED PLANS FOR WINDOW TAGS FLOOR PLAN GENERAL NOTES PATH 1. PARTITION TYPES ARE OMPLILEDINTANS' FOR GRIES IF APHIC EXTENT OFFIRE G.201RTI SERIES "CODE COMPLIANCE PLANS" FOR GRAPHIC EXTENT OF FIRE L RATED PARTITIONS. REFER TO PARTITION TYPE SCHEDULE FOR LOCATION OF arch i t e c t u re SOUND ATTENUATION BLANKER. 2. REFER TO SHEET G.101 FOR ADDITIONAL GENERAL NOTES. + planning 3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF FINISH OF INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND TO THE FACE OF CONCRETE OR MANSONRY WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF EXISTING WALLS TO FINISH FACE OF NEW STUD WALL, UNLESS OTHERWISE I NDICATED. 4. PROVIDE MINIMUM I'-0"CLEAR FLOOR SPACE AT WE PUSH SIDE OF EVERY DOOR WITH A CLOSER. PROVIDE MINIMUM I'-6" CLEAR AT THE PULL SIDE OF EVERY DOOR (EXCLUDING PATIENT BEDROOMS), UNLESS SPECIFICALLY DIMENSIONED, NOTED OR SHOWN OTHERWISE. 5. SEE OWNER FURNISHED VENDOR DRAWINGS FOR CRITICAL DIMENSIONS IN THESE SPACES. REFERENCE INDEX SHEET FOR LOCARON OF VENDOR DRAWINGS IN SET. 6. ALL LAVATORIES AND SINKS SHALL BE MOUNTED A MINIMUM OF I'-3'FROM THE CENTERLINE OF THE FIXTURE TO THE FINISHED FACE OF THE ADJACENT PARTITION. 7. GC TO VERI FY ALL DIMENSIONS IN FIELD BEFORE COMMENCING CONSTRUCTION. NOTIFY ARCHITECT OF INCONSISTENCIES. B. SEE ARCHITECTURAL ENLARGED PLANS FOR TYPICAL MOUNIING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORIES. 9. LAVATORI ES AND SINKS SHALL BE ACCOMPANI ED BY A PAPER TOWEL DISPENSER'TA2/3" AND SOAP DISPENSER 'TA3' UNLESS OTHERWISE NOTED ON THE FLOOR PLANS. RCP GENERAL NOTES 1. ME CONTRACTOR SHALL COMPARE THIS REFLECTED CEILING PLAN WITH ELECTRICAL LIGHTING PIANS, MECHANICAL SUPPLY, RETURN, AND EXHAUST PLANS. THE CONTRACTOR SHALL REPORT ANY OMISSIONS OR INCONSISTENCIES TO THE ARCHITECT. 2. SEE ELECTRICAL DRAWINGS FOR THE LOCATIONS OF CEILI NG MOUNTED SMOKE DETECTORS, SPEAKERS, EXIT SIGNAGE, FIRE ALARM DEVICES, WALL MOUNTED EXIT LIGHTS. ETC. 3. ME CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF TYPE SPECIFIED ARE INSTALLED IN NONACCESSIBLETYPE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL PLUMBING, OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE THE FIRE RATED TYPE EQUAL TO THE RATING OF ME CEILING IN WHICH THEY OCCUR. FLOOR PLAN LEGEND NEW CONSTRUCTION ® OUFOFSCOPE EXISTING GRIDLINE RCP LEGEND EXISTING TO REMAIN XXX DOOR TAG REF. A.541 MR DOOR SCHEDULE (A41)— FARM ION TAG REF. A.501 FOR TYPE CHARTS Consultant Team FLOOR DRAIN, RE: PLUMBING PLANS 75 FLOOR SINK, RE: PLUMBING PLANS ® OUFOFSCOPE EXISTING GRIDLINE RCP LEGEND $C8noPE CEILING HEIGHT DESIGNATION I -P VF ® SUPPLY AIR GRILLE REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ® RETURN AIR GRILLE REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ® EXHAUST AIR GRILLE REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ® SUPPLY STRIP DIFFUSER REF: MECHANICAL FOR ADDITIONAL INFORMATION LIGHTING FIXTURE LEGEND GYPSUM BOARD CEILING RE: MEP LIGHTING LEGEND FOR SPEC WOOD CEILING CEILING, RE: KNISH LEGEND 8 ®SLATTED SPECIFICATIONS $C8noPE CEILING HEIGHT DESIGNATION I -P VF ® SUPPLY AIR GRILLE REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ® RETURN AIR GRILLE REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ® EXHAUST AIR GRILLE REF: MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ® SUPPLY STRIP DIFFUSER REF: MECHANICAL FOR ADDITIONAL INFORMATION LIGHTING FIXTURE LEGEND ® 0 RE: MEP LIGHTING LEGEND FOR SPEC 6" DIAM. RECESSED CAN LIGHT ® ® Consultant Team RE: MEP LIGHTING LEGEND FOR SPEC Cm p RE: MEP LIGHTING LEGEND FOR SPEC MIG HT: RECESSED IN CLG / COLOR: BLACK MTG HT: B.O. CEILING / COLOR: BLACK 1 24" SUSPENDED STRIP ® RE: MEP LIGHTING LEGEND FOR SPEC RE: MEP LIGHTING LEGEND FOR SPK O MTG HT: 6'-8" AFF, UNO IN PLAN / MIG HT: B.O. CEILING / COLOR: ALUM. COLOR: BLACK 24" DIAM. ACCENT PENDANT ACCENT PENDANT ® ® RE: MEP LIGHTING LEGEND FOR SPEC MTG HT: 7'- 2' AFF, UNO IN PLAN / MTG HT: 7- 2' AFF / COLOR: BLACK ® 0 RE: MEP LIGHTING LEGEND FOR SPEC Email: mkinsey@path2larch.com www.path2larch.com MTG HT: B.O. CEILING / COLOR: BLACK Consultant Team SURFACE MOUNTED SPOTLIGHT Cm p RE: MEP LIGHTING LEGEND FOR SPEC M:3mnna.b58 MTG HT: B.O. CEILING / COLOR: BLACK 1 18' DIAM. ACCENT PENDANT ® RE: MEP LIGHTING LEGEND FOR SPEC O MTG HT: 6'-8" AFF, UNO IN PLAN / O G�ng COLOR: BLACK 24" DIAM. ACCENT PENDANT ® O RE: MEP LIGHTING LEGEND FOR SPEC MTG HT: 7'- 2' AFF, UNO IN PLAN / COLOR: BLACK 48' SUSPENDED STRIP ® RE: MEP LIGHTING LEGEND FOR SPEC MTG HT: B.O. FIXTURE TO BE V - 0' BELOW BO CLG, MTG HEIGHT VARIES / COLOR: BLACK 72' SUSPENDED STRIP CTD RE: MEP LIGHTING LEGEND FOR SPK '"TLc�00!!I ewiaanlaaM:>raanmx.: 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng :71715th Sneet mUUec ComSm M:3mnna.b58 No. Description Date 1 ISSUE FOR PERMIT- 04.M.2021 REVISED WhedrR�v do U m O G�ng aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title OVERALL FLOOR PLAN AND REFLECTED CEILING PLAN Sheet Number A0201 DIV 05 - SHEET STEEL CAP, CON ATTACHMENT. COATEI BLACK DIV N - 04 HSS TUBE STEEL PO COATED AND PAIMEE DIV 03 - CONCRETE EMBEDM EI DIV 03 - CONCRETE PATIO SLAI PRESSURE TREATED 2 X 6 WOOD PLANKS, STAINED V ATTACHMENT ARKING LOT PAVING 07- PATIO RAILING TYP 1 1 /Z' = V-0" DIV 05 - SHEET STEEL CAP,CONT. WELDED ATTACHMENT. COATED AND PAINTED _ MATTE BLACK DIV 05 - 4X4 HSS TUBE STEEL POST, DIV 06 - PRESSURE TREATED 2 X 6 WOOD COATED AND PAINTED MATTE BLACK PLANKS, STAINED DIV 03 - CONCRETE EMBEDMEI DIV 03 - CONCRETE PATIO SLAT �n 05 -PATIO RAILING AT WOOD END WRAP, TYP 1 1 /Z' = 1'-01, SCREW ATTACHMENT Ire—DIV D6 - PRESSURE TREATED 2 X 6 WOOD LPLANKS. STAINED DIV 05 - 04 H55 TUBE STEEL POST, COATED AND PAINTED MATTE BLACK 03 -RAILING END CAP PLAN 11/Z'=1'0" INTERIOR GYP BOARD COLD FORKED METAL FRAMNG, ME LIE Me BASED ON EMI WALL BATTINSULARON ASSEMBLYTHICKNEG R-13 MIN TYPE M COATED GLAG MAT EXTERIOR SHEAGING AIR AND WEATHER BARRIER ----------- -- CONTINUOUS INSULATEDSHEATHING.I EYSTEMERIORWALL 3/I'319GIRi ASSEMeIv CWINLOW SEALANT AND BACKER ROD FORMED METAL WALL PANEL PLAN DTL- FORMED METAL WALL PANEL 02- INFILL ASSEMBLY AT EXST EXTERIOR WALL 1 1 /2" = V-0" W ATTACHMENT PARKING LOT PAVING nROOF RIDGELINE 112' 0" 1 LEVEL O 100--o-, 04 -Soul 1/&'=1 MAX. HEIGHT= 12' A ATTACHED STRUBI BEHIND =35' NEN90REFROMSYSRM IN EST OPENING NFV PATIO FENCING PRESSURE TREATED 2 X 6 WOOD PLANKS, STAINED L -ANGLE 2 X 2 CROSS BRACING 4 X 4 HSS TUBE STEEL RAILING POSTS CROSS BRACING PLANKS, STAINED 05 A.202 RAILING POSTS A.202 05 A.202 PLANKS, STAINED RAILING POSTS 07 A.202 07 X2 CROSS BRACING PATH 21 architecture + planning 2245 Curtis Street, Suite 100 DIV 07 - FORMED METAL WALL NEW BIFOLD OVERHEAD DOG N EMI OPENING PANEL, RE: SPECS Ew eOREFRONL ENTRY SnRM XISTNG EXIEreIOF SIGNAGE IN ERT OPENING LOCARON TO REMAIN Boulder Engineering 171715th SPeel PRESSURE TREATED 2 X 6 WOOD PLANKS, STAINED L -ANGLE 2 X 2 CROSS BRACING 4 X 4 HSS TUBE STEEL RAILING POSTS CROSS BRACING PLANKS, STAINED 05 A.202 RAILING POSTS A.202 05 A.202 PLANKS, STAINED RAILING POSTS 07 A.202 07 X2 CROSS BRACING PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 171715th SPeel WURF LVDnm M:3m,aea.&V8 No. Description Date 2 PERMITCOMMENTS 06.24.2021 ROUNDI Wheel/RSD' do U m c 0 D�ng OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title EXTERIOR PATIO PLAN, ELEVATION, AND DETAILS Sheet Number A.202 ROOF RIDGELINE n 112'12' - 0" 7 _LEVEL ONE n 100'00' - 0" �n 02 -OVERALL SECTION - TAPROOM LOOKING NORTH 114'= 1'-0" )OF RIDGELINE Il 112'-0-0" LEVEL ONE n 1001-01, PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th sneer mUee co=o M:Sm,aea.eme No. Description Date do WhaarRio, U m c 0 G�ng aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title OVERALL SECTIONS Sheet Number A0401 EXST ROOF ASSEMBLY TO REMAIN IIF ]"GAP BETWEEN T/O 1 I /2" GAP BETWEEN CEILING RUNNER GYP BD AND BOTTOM AND DEFLECTION 70 OF DECK CHANNEL MEP Boulder Engineenng DEFLECTION CHANNEL FORMING MATERIAL M:Sm,aea.eme SEALANT 5/8" GYP BD ATTACHED �MODIFIED TO DEFLECTION TRACK WHERESCHEDt WALL CENTERED UNDER FLUTE BASED3. STC IS ON .. :. THICK (25 GA) STUDS CEILING RUNNER 2 MTL STUD CUT 3/4" SHORT 06.24.2021 OF CEILING RUNNER GYPSUM BOARD IN LIEU OF TYPE X GYPSUM BOARD ON THE PROQ 5/8" GYP BD NOTES: SIDE OF THE WALL, NOT TO BE USED MR FIRE RATED WALLS. 1. UL SYSTEM NO. HW -D-0107. O O G�ng 2. CONTRACTOR TO COMPLY WITH DEFLECTION DETAIL SHOWN OR COMPLY WITH PROPRIETARY SYSTEM AS SPECIFIED. 03 -HEAD OF WALL @ RATED PARTITION CENTERED UNDER FLUTE 1 1/2" = 1'-9' P' MIN TO CLOSURE ATTACHMENT FIRERESISTIVE JOINT SYSTEM I" GAP BETWEEN TOP OF GYP BD AND BOTTOM OF DEFLECTION TRACK 4"OVERIAP — GYP BD ATTACHEDTO VERTICAL STUDS NOTES I. UL SYSTEM NO: HW -D-0118 MW -0-0107 CAN ALSO BE USED). 2. SIMILAR AT NON -RATED WALL EXCEPT USE ACOUSTICAL SEALANT AND BATTS IN LIEU OF FIRE -RESISTIVE JOINT SYSTEM. 3. CONTRACTOR TO COMPLY WITH DETAIL SHOWN OR USE PROPRIETARY SYSTEM AS DESCRIBED IN THE SPECIFICATIONS. EXST ROOF ASSEMBLY TO REMAIN 16 GAUGE METAL CLOSURE SECURED TO STRUCT WITH (2) - #8 SHEET METAL SCREWS AT 24" O.C. (WHERE REQ'D FOR STUD SUPPORT) SEALANT OVERLAPS GYP BD AND BOTTOM OF DKK PER FIRE -RESISTIVE JOINT SYSTEM DEFLECTION SPACE (LINO) I 1 /2" TO T.O. STUD OUTER LAYER GYP BD ATTACHED TO DEFLECTION TRACK DEFLECTION TRACK CEILING RUNNER STEEL STUD (CUT 1 1/2" SHORT OF CEILING RUNNER) 02 -HEAD OF WALL @ RATED PARTITION PARALLEL TO METAL DECK 1 1/2" = 1'-0" DEFLECTION TRACT SEALAN OUTER L BD ATTR DEFLEC TRACK IMMIX CEILINC FST ROOF ASSEMBLY TO REMAIN FIRE RESISTIVE JOINT SYSTEM I"DEFLECTION SPACE (UNO) I"GAP BETWEEN TOP OF GYP BD AND BOTTOM OF DEFLECTION TRACK STEEL STUD (CUT 1 /2' SHORT OF CEILING RUNNER) GYP BD ATTACHED TO VERTICALSTUDS NOTES: I. UL SYSTEM NO: HW-D-0118(HW-D-0045 OR 0046 CAN ALSO BE USED). 2. CONTRACTOR TO COMPLY WITH DETAIL SHOWN OR COMPLY WITH PROPRIETARY SYSTEM AS SPECIFIED. 3. SIMILAR AT NON -RATED WALL EXCEPT USE ACOUSTICAL SEALANT AND BATS IN LIEU OF FIRE -RESISTIVE JOINT SYSTEM. 01 -HEAD OF WALL @ RATED PARTITION PERPENDICULAR TO METAL DECK 1 1/2" = V-0" 5/8" GYP BD, I LAYER ON OUTER SIDE TL STUDS D ACOUSTIC INSUL WHERE SCHEDULED NOTE: 1. STC'S ARE PREDICTED USING THE "INS GA)STUDS. PROGRAM. BASICTHICKNESS 2. AC'S ARE BASED ON SERIES R BRAK f25CING. GA) STUDS. THICKNESS -}�}. 3. REFER i0 A.500 SERIES FOR BRACING. BID, Denver, CO 80205 ® Email: mkinsey@path2larch.com I LAYER EA SIDE 1111101110�, MEP Boulder Engineenng 171715th sneer mueec Co WXo M:Sm,aea.eme . • PRO ACOUSTICS/V'GYP �MODIFIED FROM THE REFERENCE. WHERESCHEDt �!� BASED3. STC IS ON .. :. THICK (25 GA) STUDS 2 TO TH E PARTITIONR OF LEA 06.24.2021 BMIC PARM10N GYPSUM BOARD IN LIEU OF TYPE X GYPSUM BOARD ON THE PROQ THICKNESS vdhea/RES SIDE OF THE WALL, NOT TO BE USED MR FIRE RATED WALLS. O O G�ng aMS ��91 .® 0 100 ®®��INVx NE11 Ngq_ IMINI IEN 1% %1 p��p�tp MEMO BID, Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com I LAYER EA SIDE Consultant Team MEP Boulder Engineenng 171715th sneer mueec Co WXo M:Sm,aea.eme . • PRO ACOUSTICS/V'GYP �MODIFIED FROM THE REFERENCE. WHERESCHEDt �!� BASED3. STC IS ON .. :. THICK (25 GA) STUDS 2 TO TH E PARTITIONR OF LEA 06.24.2021 BMIC PARM10N GYPSUM BOARD IN LIEU OF TYPE X GYPSUM BOARD ON THE PROQ THICKNESS vdhea/RES SIDE OF THE WALL, NOT TO BE USED MR FIRE RATED WALLS. O O G�ng aMS 0 MNIC Ngq_ p��p�tp MEMO LM ®..® Mm IN Is to 111111101101% LO it LINED EDURE ROOM PARTITION TYPE GENERAL NOTES I. REFER TO FLOOR PLAN SERIES A.200 FOR LOCATION OF PARTITION TYPES. ALL PART➢ONS ARE TYPE "PAI" UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES SHOWN ARE MUL D. 2. REFER TO THE 1.200 SERIES FOR FINAL FINISHES ON PARTITIONS. PARTITION TYPES IN CHARTS REFER TO BASE WALL ONLY. 3. ALL LOAD BEARING WALLS SHALL BE CONSTRUCTED PER STRUCTURAL DRAWINGS AND SPECIFICATONS. 4. 'UNE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF THE PARTITION DETAIL DOES NOT INDICATE THE EXACT CONSTRUCTION CONDITION. REFER TO THE G." SERIES "CODE COMPLIANCE DETAILS" FOR ADDITIONAL INFORMATION CONCERNING RATED PARTITIONS. 5. ISOLATE NON -LOAD BEARING FRAMING FROM STRUCTURAL ELEMENTS TO PREVENT THE TRANSFER OF LOAD TO PARTITION FRAMING. STOP STUD BELOW METAL RUNNER ROP TRACK) TO ALLOW FOR VERTICAL EXPANSION. SET TOP TRACK 1"BELOW DEFLECnON TRACK. DO NOT ATTACH STUDS TO TOP TRACK. DO NOT ATTACH GYPSUM BOARD TO THE DEFLECTION TRACK. THIS MAY ALSO BE ACHIEVED, AT THE CONTRACTORS OPTION, BY UTILIZING ME PROPRIETARY SYSTEM DESCRIBED IN THE PROJECT MANUAL. 6. REFER TO DOOR AND WI NDOW SCHEDULES FOR NOTES REGARDING STUDS AT OPENINGS. 7. REFER TO THE A500 SERI ES FOR HEAD OF WALL DETAILS FOR NON -RATED PARTITIONS. ACOUSTICAL PARTITIONS THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIGNATED TO HAVE A SOUND TRASMISSION CLASS (STC) RATING ON THE PARTITION CHARTS. REFER TO DETAILS ON THE A500 SERIES FOR PARTITION TYPES WITH A DESIGNATED STC RATING. I. ALL ACOUSTICALLY CLASSED PARTITIONS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE TO THE REFERENCED TEST. 2. STAGGER AND SEAL ALL JOINTS ON MULTI PLE GYPSUM BOARD LAYER PARTITIONS. 3. SEAL PARTITIONS AIR TIGHT AT FLOORS,SIDES, AND CEILINGS ON BOTH SIDES WITH NON -HARDENING ACOUSTICAL SEALANT. 4. ALL BATTS AND BLANKETS IN RATED PARTITIONS MUST BEAR THE REQUIRED UL CLASSIFICA➢ON MARKING AS TO FIRE- RESISTANCE. REFER TO CODE COMPLIANCE DETAILS IN THE G.300 SERIES. S. AT ACOUSTICALLY RATED PARTITIONS, DO NOT FILL THE STUD CAV17(DEPTH) FULLY WITH SOUND BATTS. THE WIDTH OF ME SOUND BATE SHOULD BE SLIGHTLY SMALLER THAN CAVITY TO AVOID BATT COMPRESSION; HOWEVER, THE ENTIRE LENGTH AND HEIGHT OF THE PARTITION SHOULD HAVE CONTINUOUS AND UNINTERRUPTED SOUND ATTENUATION BATTS. 6. SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT ACOUSTICALLY CLASSED PARTMONS IN ACCORDANCE WITH DETAILS IN THE A500 SERIES. 7. SEAL ALL CONDUIT, STRUCIDRAL, DUCT AND LARGE PI PE PENETRATIONS ACCORDING TO DEALS IN THE A.500 SERIES TO MAINTAIN THE ACOUSTICAL RATING OF THE WALL. IF THE HARMON IS FIRE RATED, REF THE CODE COMPLIANCE DETAILS ON THE G." SERIES. B. OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED PARTITIONS SHOULD BE SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN ACCORDANCE WITH DETALS IN THE A.500 SERIES TO MAINTAIN ACOUSTICAL RATING. IF THE PARTITION IS FIRE RATED REFER TO G.300 SERIES. 9. THE ARCHITECT SHALL OBSERVE THAT ALL BOXES REQUIRED TO BE ACOUSTICALLY SEALED ARE SEALED PRIOR TO CLOSING IN PARMIONS AND INSTALLING DEVICES AND COVER PLATES. 10. '2" FURRINGS OR RESILIENT CHANN ELS ARE REQUI RED AT CMU WALLS TO MAINTAIN DESIGNATED STC. FIRE RATED PARTITIONS I. REFER TO THE G.300 SERIES" CODE COMPLIANCE DETALS" FOR ADDITIONAL INFORMATION ON THRU PENETRATIONS AT RATED PARTITIONS, FIRE RESISTANT JOINT SYSTEMS, SLIP TRACKS AT NON-BEARING PARTITIONS CONNECRON TO STRUCTURE AND WALL PRIORITY. 2. UL DESIGN REFERS TO FIRE RESISTANCE DIRECTORY'S MOST RECENT ISSUE. 3. CONSTRUCT RATED PARTITIONS BEFORE NON -RATED. 4. REFER TO THE G.300 SERIES FOR HEAD OF WALL DETAILS FOR RATED PARTITIONS. PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th sneer mueec Co WXo M:Sm,aea.eme No. Description Date I ISSUE FOR PERMIT- 04.20.2021 REVISED 2 PERMITCOMMENT'S 06.24.2021 ROUND vdhea/RES d0 O O G�ng aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title INTERIOR PARTITION TYPES Sheet Number Ae501 TYPICAL TOILET ACCESSORY MOUNTING HEIGHTS TOILET ACCESSORY TAG r--- z SKU NUMBER FINISH DIMENSIONS ACCESSORIES SEOF 01 — — MICRO MATIC UCMA85KR SS 22.12'% S'X S' I OFCI 02 DRIP TRAY - GLASS RINSER MICRO MATIC DP-B20D-45GR TATT 45"X8"X3/4" � OMI 03 04 HAND SINK ADVANCE TABOO PERLICK 7 -PS -22 SS 12"X16"X13" OMI THREE TANK SINK- STAINLESS STEEL BOWLS TS(D)WC SS 36"X189/16'X36 1/2' OMI 05 ONETANKSINK PERLICK E12HS SPECIFICATIONS 12"X189/16'X36 1/2' REQUIRES FAUCET, T&S BRASS B -1128 -CR, POLISHED CHROME, 12" LONG OFCI 06 36" PERLICK 54.. S5 24"X24"X36" OFCI W ICE CHEST PERLICK STANDARD, FULL DEPTH COLD PLATE SS 18"X24"X361/2' OMI 08 IPAD POINT OF SALE TBD ITBD N/A N/A *NOTE: MOUNTING HEIGHTS AND CLEARANCES ONLY - REFER TO FLOOR GRABBAR LENGTHS ARE �_ WATER STATION 12" 5GFBP-W5 S5 MIN 24" 12' OFCI 10 SODA GUN FILLER PERLICK TBD SS 6"X189/16"X22" OFCI 11 n CMA TBD Ss 231/2%23'X43' OMI 12 UNDER BAR WIRE SHELVING CENTAUR WIRESHELVES CHROMATE 18"X 60'X 36" TO REFLECTIVE SURFACE OMI 13 UNDER BAR STEMWARE RACK TBD 4T. OFCI 14 GLASS RACK WITH PLUMBING CONNECTION PERLICK 7055A -D S5 24"X24"X36" OFCI PLANS FOR ACTUAL FIXTURE ORIENTATION, MOUNTING M'AX MIN MI z O lof F WHERE APPLICABLE. HEIGHTS ARE MIN O FLOOR FINISH TO TOP OF d a-- - ¢ > w a0n8"` _ _ _ U w LjI�TEFLECTIVEQ 6ACE OVER y F MIN Z�o REACH RANGE IRRI TO OPERATION GRABBAR. O N RR:54BAFF WHERE 520'COUNTER DEPTH LINO. N ~ RR: <qq• AFF WHERE >2tt'-25' COUNTER DEPTH W/ TA12 8' MIN KNE KF TAIRA MIRROR,'X72'ICE " ACC KN EE SPACE BELOW TA9B 24" TA9G REF PLAN GRAB BARS@ GRAB BARS@ S ACS FLIP DOWN BROOM/ SURFACE SURFACE TORE TOLLETISSUE SURFACE MIRROR, CLEAN E RR: <_ 4B•AFF WHERE COUNTERTOP W/ CABINET FOR LENGTH WC SIDEWALL WC REAR WALL MOUNTED TOILET BABY MOP MOUNTED MOUNTED PARTITION HOLDER MOUNTED MIN BELOW W/10"DEPTH&34"MAX. HEIGHT TA9C 30' SEAT COVER DISP CHANGING HOLDER PAPER PAPER SANITARY SOAP DISP T— 36" TA2B8 UNIT W/SHELF TOWEL TOWEL DISP ACCESSIBLE LAVATORY RR: 544" AFF WHERE COUNTERTOP W/ CABINET RECESSED DISP AUTOMATIC DISPOSAL FRONT APPROACH SECTION BELOW W/>10"-24"DEPTH&34"MAX. HEIGHT TA9E 42' TA28C RR: I5'48"AFF WHERE NO COUNTERTOP PARTITION MTD 114 1 = 1' O" Pl PAINTED WTI RESTROO IBFYUnYIB[Hll]Ti TBl TILE WAL 10 -WOMEN'S RR 105- WEST ELEVATION 114, = r-0" PI PAINTED W1 RESTROOA T� TILE WALL FLOOR MOUNTED T AS SPF �n 04 -MEN'S RR 104 -EAST ELEVATION -ADA STALL 114'= 1' O" TOILE PARTITION, AS SPECIFIED Pl PAINTED GYP BOARD WT1 RESTROOM WALL TILE FLOOR MOUNTED TOILET, AS SPECIFIED TBl TI LE WALL BASE- 09-WOMEN'S ASE 09-WOMEN'S RR 105 -SOUTH ELEVATION 1/4" = 1'-0" P1 PAIP In]REST TB1 TRE 06 -MEN'S RR 104 - WEST ELEVATION 1/4" = 1'-0" Pl PAINTED GYP BOA WALL MOUNTED LAVATORY; ASSPECIFIED INSULATING PIPE WRAP, TYP. �•t1t1 EQUIPMENT SCHEDULE MIN TOE r--- z SKU NUMBER FINISH DIMENSIONS ACCESSORIES SEOF 01 — — 19" MAX CLI UR SPACE TYPE MARK DESCRIPTION MANUFACTURER SKU NUMBER FINISH DIMENSIONS ACCESSORIES PROCURE/INST ALL 01 DRAPTTOWER MICRO MATIC UCMA85KR SS 22.12'% S'X S' I OFCI 02 DRIP TRAY - GLASS RINSER MICRO MATIC DP-B20D-45GR Ss 45"X8"X3/4" � OMI 03 04 HAND SINK ADVANCE TABOO PERLICK 7 -PS -22 SS 12"X16"X13" OMI THREE TANK SINK- STAINLESS STEEL BOWLS TS(D)WC SS 36"X189/16'X36 1/2' OMI 05 ONETANKSINK PERLICK E12HS SS 12"X189/16'X36 1/2' REQUIRES FAUCET, T&S BRASS B -1128 -CR, POLISHED CHROME, 12" LONG OFCI 06 GLASS RACK PERLICK 7055A -D S5 24"X24"X36" OFCI W ICE CHEST PERLICK STANDARD, FULL DEPTH COLD PLATE SS 18"X24"X361/2' OMI 08 IPAD POINT OF SALE TBD ITBD N/A N/A I OFCI 09 WATER STATION T&S 5GFBP-W5 S5 13"X11"X10" OFCI 10 SODA GUN FILLER PERLICK TBD SS 6"X189/16"X22" OFCI 11 UNDERCOUMER DISHWASHER CMA TBD Ss 231/2%23'X43' OMI 12 UNDER BAR WIRE SHELVING CENTAUR WIRESHELVES CHROMATE 18"X 60'X 36" OMI 13 UNDER BAR STEMWARE RACK TBD TBD SS OFCI 14 GLASS RACK WITH PLUMBING CONNECTION PERLICK 7055A -D S5 24"X24"X36" OFCI INSULATING PIPE WRAP.TYP. P1 PAINTEDGYP TB1 TILE WALL Pl PAINTED GYP BO/ WT1 RESTROOM WALL IT]TILE WALL �n 08 -WOMEN'S RR 105 - EAST ELEVATION 1/4" = 1'-0" 05 -MEN'S RR 104 -SOUTH ELEVATION 1/4" = 1'-0" Pl PAINTED GYP BOAF WALL MOUNTED LAVATORY, V AS SPECIFIED INSULATING PIPE WRAP, iYP. WP RESTROOM WALL TILE e LT L11 TILE WALL BASE -- 03 -MEN'S RR 104- EAST ELEVATION - PARTITION WALL 1/4" = 1'-0" ADA ACCESSIBLE URINAL URINAL PARTITION, AS SPECIFIED TOILE PARTRION, AS SPECIFIED ® ,�� ��•8181818181�81 81818181\�/1818KS/�18181��� Gi������ �t1t1t>F t1<it11t1t1<�t=� FILE WALL BASE 1 E- -NORTH ELEVATION B FLOOR MOUNTED TOILE. AS SPECIFIED FLOOR MOUNTED TOILE. AS SPECIFIED P1 PAINTED( TBI TILE WALL TOILET & EQUIP. LEGENDNEWCONSTRUCTION PATH EXISTINGTOREMAIN 2 I architecture XXX DOOR TAG REF. A.541 FOR DOOR SCHEDULE + planning (A41�--- PARTITION TAG PER A.XXX FOR TYPE CHARTS ® OUT OF SCOPE OWNER FURNISHED EQUIPMENT/ITEM TA00 TOILE ACCESSORY TAG TOILET PLAN KEYNOTES lO INFILL TO MATCH EXISTING WALL ASSEMBLY EQUIPMENT PLAN GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY AND COORDINATE CLEAR DIMENSIONS REQUIRED FOR OWNER FURNISHED EQUIPMENT THAT IS LOCATED WITHIN OR ADJACENT TO BUILT IN CABINETS. 2. CONTRACTOR SHALL PROVIDE BLOCKING/STRAPPING FOR ALL MOUNTING BRACKETS OF WALL HUNG EQUIPMENT. COORDINATE FURNISHED EQUIPMENT REQUIREMENTS AND VENDOR DRAWINGS. 3. ALL SINKS ARE TO RECEIVE TA3 PAPER TOWEL DISPENSER ANDA TAB SOAP DISPENSER UNLESS NOTED OTHERWISE. 4. ALL CEILING AND/OR WALL MOUNTED EQUIPMENT SHALL BE MOUNTED AT W' CLEAR ABOVE FINISH FLOOR. 5. CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE DELIVERY AND INSTALLARON OF OWNER FURNISHED EQUIPMENT. 07 -WOMEN'S RR 105 - NORTH ELEVATION 1/4" = 1'-0" 01 -ENLARGED RESTROOM PLAN 1/4" = 1'-0" 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 1717151M1 iM1ee1 mUeer Co&Ao M:5WA14.6038 No. Description Date I ISSUE FOR PERMIT- 04.20.2021 REVISED WHeal Rio' l° U m � c 0 Gy�ng OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title ENLARGED PLANS, RR ELEVATIONS & EQUIPMENT INFO Sheet Number A•51 1 NOTE I FINNISH UEGILIND MR LAMINATE PANEL SYSTMINFORM71ON 03 -WEST BAR - ENLARGED PANEL ELEVATION 3/4" = 1'-01, REFINISH NISM YGIND FOR IAMIHRI! FRNILSYSRM INHXVANON x%02 -NORTH BAR - ENLARGED PANEL ELEVATION 3/41,= 1'-0.. T EXSTSTREFRONT OPENING WITH I EXST STOREFRONT SYSTEM OPENING WITH EXST STOREFRONT OPENING WITH OI Il -ENLARGED BAR PLAN NEW STOREFRONT SYSTEM fff NEW GLASS OVERHEAD DOOR TTT NEW STOREFRONT SYSTEM f 1/21, = 1'-0'• FLOOR PLAN GENERAL NOTES PATH 1. PARTITION TYPESARESCHEDULED IN THEAMOSERIES. RE: G.20 I'CODE COMPLIANCE PLANS" FOR GRAPHIC EXTENT OF FIRE RATED PARTITIONS. L REFER TO PARTITION TYPE SCHEDULE FOR LOCATION OF SOUND architecture ATTENUATION BLANKETS. 2. REFER TO SHEET G.101 FOR ADDITIONAL GENERAL NOTES. + planning 3. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR NEW CONSTRUCTION ARE TO THE FACE OF FINISH OF INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND TO THE FACE OF CONCRETE OR MANSONRY WALLS, UNLESS OTHERWISE INDICATED. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF EXISTING WALLS TO FINISH FACE OF NEW STUD WALL, UNLESS OTHERWISE INDICATED. 4. WHERE NEW GYPSUM BOARD PARTTIONS ARE A CONTINUATION OF AN EXISTING PARTITION OR COLUMN ENCASEMENT, THE FACE OF THE NEW GYPSUM BOARD SHALL BE ALIGNED WITH THE FACE OF THE EXISTING SURFACE. WHERE A ONE HOUR PARTITION IS SHOWN AS A CONTINUATION OF A TWO-HOUR PARTITION OR COLUMN ENCASEMENT, THE FACE OF ME GYPSUM BOARD SHALL BE ALIGNED. STUDS SHALL BE OFFSET AND ADDITIONAL LAYERS OF GYPSUM BOARD SHALL BE PROVIDED AS REQUIRED TO PROVIDE FACE ALIGNMENT OF GYPSUM BOARD. 5. SEE ARCHITECTURAL ENLARGED PLANS FOR TYPICAL MOUNTING HEIGHTS OF PLUMBING FIXTURES AND TOILET ACCESSORI ES. 6. LAVATORIES AND SINKS SHALL BE ACCOMPANIED BY A PAPER TOWEL DISPENSER'TA2/3" AND SOAP DISPENSER TAS' UNLESS OTHERWISE NOTED ON ME FLOOR PLANS. J. PROVIDE MINIMUM FLU CLEAR FLOOR SPACE AT THE PUSH SIDE OF EVERY DOOR WITH A CLOSER. PROVIDE MINIMUM I'-6" CLEAR AT THE PULL SIDE OF EVERY DOOR (EXCLUDING PATIENT BEDROOMS), UNLESS SPECIFICALLY DIMENSIONED, NOTED OR SHOWN OTHERWISE. 8. ALL LAVATORIES AND SINKS SHALL BE MOUNTED A MINIMUM OF I'-S'FROM THE CENTERLINE OF THE FIXTURE TO THE FINISHED FACE OF THE ADJACENT PARTITION. 9. GC TO VERIFY ALL DIMENSIONS IN FIELD BEFORE COMMENCING CONSTRUCTION. NOTIFY ARCHITECT OF INCONSISTENCIES. FLOOR PLAN LEGEND IFIAuKlrkR11alb4fforkI 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th meet DouNer, Co G35m M:5D3M 6(M No. Description Date do WHaarRio, U m c 0 G�Og aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title ENLARGED BAR PLAN AND DETAIL SECTIONS Sheet Number Ae521 EXISTING TO REMAIN OA EXTERIOR OPENING TAG REF: A.541 FOR SCHEDULE XXX DOOR TAG REF. A54I FOR DOOR SCHEDULE A41> -- PARTITION TAG REF. A.541 FOR TYPE CHARTS 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th meet DouNer, Co G35m M:5D3M 6(M No. Description Date do WHaarRio, U m c 0 G�Og aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title ENLARGED BAR PLAN AND DETAIL SECTIONS Sheet Number Ae521 TYPEMARK DESCRIPTION MANUFACTURER SKU NUMBER FINISH DIMENSIONS ACCESSORIES BASE CABINET FRIBIJ RUBBER WALL BASE II III norBl 01 DRAFT TOWER MICRO MATIC VCM-8-SSKR SS 22.12"X 61 S' 02 DRIP TRAY- GLASS RINSER MICRO MAIC DP-B20D-45GR SS 45"X8"X3/4" 03 HANDSINK Advance Taboo 7 -PS -22 SS 12"X16"XIT' 04 THREE TANK SINK- STAINLESS STEEL BOWLS PERLICK TS(D)33C SS 36"X189/16"X36 1/2' 05 ONETANK SINK PERLICK M12HS SS 12"X189/16"X36 I/2 REQUIRES FAUCET, TBS BRASS B -1128 -CR, POLISHED CHROME, 12" LONG 06 GLASS RACK PERLICK ]OSSA -D $$ 24"X24"X 36' EQUIPMENT LEGEND TYPEMARK DESCRIPTION MANUFACTURER SKU NUMBER FINISH DIMENSIONS ACCESSORIES BASE CABINET FRIBIJ RUBBER WALL BASE II III norBl O] ICECHEST PERLICK STANDARD, FULL SS UYX 24"X361/2 WIRE DEPTH COLD PLATE 08 PAID POINT TBD TBD N/A N/A 13 OF SALE TBD TBD SS 09 WATER T&S 5GF-BP-WS SS 131,X11"X10" STATION 10 SODA GUN PERLICK TBD SS 6"X189/16'X22' FILLER II UNDERCOUNT CMA TBD SS 231/2%23"X43" ER DISHWASHER DIV OS - STEEL HANGING ROD, F—PL21 PLASTIC LAMINATE DISPLAY OWNER SIGNAGE OR BRANDING POWDERCOAT BLACK SHELVING IIIc WDl TOUNGE AND GROOVE WOOD DIV 09- FRY REGLET MILLWORK REVEAL L -ANGLE, DIV 26- LIGHTING, AS SPECIFIED PLANKS ENU A ' I 02 1 'AT ALL EDGES, RE: FINISH SLATTED PORDYP B OWNER LEGEND BOARD 02 03 INTEDGY AA31 RUBBER WALL BASE 06 Sim A.532 06 A.532 N FIELD 08 A.532 10 -TAP ROOM - BACK WALL- WEST 1/2" = 1' 0" w— S51 SOLID SURFACE COUNTERTOP 01 A0' RB RUBBER WALL BASE 06 02 A.570 A.5]0 PLI PLASTIC LAMINATE BASE CABINET 13 12 01 CASH DRAWER, BY OWNER, 12 VERIFY CASH DRAWER nn 717171 n nnnnnn DIMENSIONS 0 OEM =201 DIV 09 - FRY REGLET MILLWORK REVEAL L-ANGL CONTINUOUS AT ALL EDGES, RE: FINISH LEGEND Pl PAINTED GYP BOARD RBl RUBBER WALL BASE TAB TAB � 03 DIV 06- WOOD SHELVING, MATCH SPECIES AND FINISH OF W DI WDl TOUNGE AND GROOVE WO PLANKS 01 A.532 08 9 -TAP ROOM - BACK WALL - NORTH T. 32 1/2-1-0 CASH DRAWER, BY OWNER, VERIFY CASH DRAWER DIMENSIONS PLl PLASTIC LAMINATE BASE CABINET 03 A.570 C r--W--I r___R___T I II��II I TYPEMARK DESCRIPTION MANUFACTURER 5KU NUMBER FINISH DIMENSIONS ACCESSORIES BASE CABINET FRIBIJ RUBBER WALL BASE II III norBl 12 UNDER BAR CENTAUR WIRESHELVES CHROMATE 18"X60"%36" WIRE DIV 09 - FRY REGLET MILLWORK REVEAL L-ANGL CONTINUOUS AT ALL EDGES, RE: FINISH LEGEND Pl PAINTED GYP BOARD RBl RUBBER WALL BASE TAB TAB � 03 DIV 06- WOOD SHELVING, MATCH SPECIES AND FINISH OF W DI WDl TOUNGE AND GROOVE WO PLANKS 01 A.532 08 9 -TAP ROOM - BACK WALL - NORTH T. 32 1/2-1-0 CASH DRAWER, BY OWNER, VERIFY CASH DRAWER DIMENSIONS PLl PLASTIC LAMINATE BASE CABINET 03 A.570 C r--W--I r___R___T I II��II I TYPEMARK DESCRIPTION MANUFACTURER 5KU NUMBER FINISH DIMENSIONS ACCESSORIES BASE CABINET FRIBIJ RUBBER WALL BASE II III norBl 12 UNDER BAR CENTAUR WIRESHELVES CHROMATE 18"X60"%36" WIRE SHELVING 13 UNDER BAR TBD TBD SS STEMWARE RACK 14 GLASS RACK PERLICK 7055A -D SS 24"X 24"X 36" WITH PLUMBING CONNECTION FRY REGLET MILLWORK U -CHANNEL, RE: FINISH LEGEND LP1 LAMINATE PANEL SYSTEM DIV 26 - LIGHTING. AS SPECIFIED 07 - A.532 ro 551 SOLID SURFACE COUNTERTOP WITH WATERFALL EDGE ---'---'ir---1--� Oven TO HON BEYOND DIV 26 - LIGHTING, AS SPECIFIED RIH I RUBBER WALL BASE c s 09 - FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS AT SIDE AND BOTTOM EDGES, RE: FINISH LEGEND Pl PAINTED GYP BOARD 04 LPI LAMINATE PANEL SYSTEM A.532 02 A.571 551 SOLIDSURFACE COUNTERTOP u' PLASTICLAMINATE BASE CABINET FRIBIJ RUBBER WALL BASE II III norBl ti Oven TO HON BEYOND DIV 26 - LIGHTING, AS SPECIFIED RIH I RUBBER WALL BASE c s 09 - FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS AT SIDE AND BOTTOM EDGES, RE: FINISH LEGEND Pl PAINTED GYP BOARD 04 LPI LAMINATE PANEL SYSTEM A.532 02 A.571 551 SOLIDSURFACE COUNTERTOP PLl PLASTICLAMINATE BASE CABINET FRIBIJ RUBBER WALL BASE 551 SOLID SURFACE COUNTERTOP WITH WATERFALL EDGE PL1 PLASTIC LAMINATE BASE CABINET FR_B1j RUBBER WALL BASE S� SOLID SURFACE COUNTERTOP WITH WATERFALL EDGE 08 -TAP ROOM - BACK OF BAR - WEST 1 �� /%n 07 -TAP ROOM - BACK OF BAR - NORTH 06- WATER STATION - WEST _/ OS- WATER STATION - EAST 1/2" = 1'-0" 1 /2' = 1'-0"1 /2" = 1'-0" 1/2" = 1'-0" 551 SOLID SURFACE COUNTERTOP WITH WATERFALL EDGE DIV 26 -LIGHTING. AS SPECIFIED PL1 PLASTIC LAMINATE BASE BAG HOOK, POWDER COAT BLACK Lp LAMINATE PANEL SYSTEM, RE: //7 DIV 05-2" DIAM FOOTRAIL AND MOUNTING BAG HOOK, POWDER COAT BLACK DIV 26- LIGHTING, AS SPECIFIED LP LAMINATE PANEL SYSTEM, RE: CABINET POW ER LOCATION, RE: ENLARGED ELEVATION BRACKET PACKAGE, BASIS OF DESIGN: POWER LOCATION, RE: DIV 05- PIPE FOOT RAIL AND SUPPORT ENLARGED ELEVATION 551 SOLID SURFACE COUNTERTOP IT]SOLID SURFACE COUNTERTOP ELECTRICAL DWGS, BLACK 4RAILS.COM, MATTE BLACK FINISH ELECTRICAL DWGS, BLACK BRACKETS, MATTE BLACK \ \ 531 SOLID SURFACE COUNTERTOP II WITH WATERFALL EDGE WITH WATERFALL EDGE OURETCOVERS WOODEN MENU BOARD BY OWNER DIV 05- STEEL ANGLE TRIM, POWDER COAT BLACK OUTLET COVERS II II 1 -----� DIV OS- STEEL ANGLE TRIM. POWDER COAT BLACKS WITH WATERFALL EDGE �DIV26- LIGHTING. AS SPECIFIED F1 DIV 26 -LIGHTING, AS SPECIFIED II 1 A.570 -J 04 -TAP ROOM - FRONT OF BAR -WEST MIRING WALK-IN 000W REWvowro 0/g81]'Ir:IKi ]LLIq`.FiI ]Rllallgl 04 As70 r IX �n 03 -TAP ROOM - FRONT OF BAR - NORTH /%02 -TAP ROOM - END OF BAR - EAST Z 01 -TAP ROOM - END OF BAR - SOUTH 1 /2' = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 171715th SLeel mueeccom M: Soa,ua.m5e No. Description Date do WHea/Rio' U � m c 0 G�ng OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title INTERIOR BAR ELEVATIONS Sheet Number Ar522 PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th sneer muneceo=e M:Sm,aea.eo5e No. Description Date do WhaarRio, U m c 0 G�ng aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title 3D VIEWS - BAR Sheet Number A.523 )CTURE ABOVE P TRACK ICTURAL METAL FRAMING Er MILLWORK REVEAL L -ANGLE JUS AT ALL EDGES. LEGEND DRKS GRILLE CEILING PANELS LEGEND 4MINATE PANEL SYSTEM L JOINTS: ) FOR REVEAL PROFILE ER INSTALLATION DETAILS FORMATION 4NDING BY OWNER COORDINATE (LOCKING OR REINFORCEMENT CHMENT IOR GRADE PLYWOOD E CAP PER TAILS 3 MILLWORK REVEAL L -ANGLE JUS AT ALL EDGES. LEGEND NALL BOARD, PAINTED LEGEND ALL BASE LEGEND 03-DTL SECTION AT LAMINATE PANEL SYSTEM (TYPI AND BRANDING WALL /�n02-DTL SECTION AT TOUNGE AND GROOVE AND DISPLAY MILLWORK - SHELVES 'RUCTURE ABOVE ;LIP TRACK RUCTURAL METAL FRAMING .LET MILLWORK REVEAL L -ANGLE, IUOUS AT ALL EDGES. ;H LEGEND NORKS GRILLE CEILING PANELS iH LEGEND ;LET MILLWORK REVEAL L -ANGLE. IUOUS AT ALL EDGES. iH LEGEND LAMINATE FIXED SHELF WITH IMENT BRACKETS LAMINATE FIXED PANEL BEYOND LAMINATE BACK PANEL LAMINATE ADJUSTABLE SHELVING AND GROOVE WOOD PLANKS, HLEGEND RIOR GRADE PLYWOOD ,WALLBOARD RUCTURAL METAL FRAMING ;LET MILLWORK REVEAL L -ANGLE IUOUS AT ALL EDGES. iH LEGEND WALL BASE iH LEGEND MUCTUREABOVE SLIP TRACK RUCTURAL METAL FRAMING SUET MILLWORK REVEAL L -ANGLE, IUOUS AT ALL EDGES. SH LEGEND WORKS GRILLE CEILING PANELS SHLEGEND 3LET MILLWORK REVEAL L -ANGLE, IUOUS AT ALL EDGES. SHLEGEND : LAMINATE FIXED SHELF WITH IMENT BRACKETS ANGING ROD, MATTE BLACK )E ADDITIONAL IN -WALL BLOCKING ALL LOCATION -AMINATE FIXED PANEL BEYOND LAMINATE BACK PANEL I AND GROOVE WOOD PLANKS. H LEGEND :RIOR GRADE PLYWOOD I WALL BOARD RUCTURAL METAL FRAMING 3LET MILLWORK REVEAL L -ANGLE IUOUS AT ALL EDGES. SHLEGEND WALL BASE SHLEGEND 01-DTL SECTION AT TOUNGE AND GROOVE AND DISPLAY MILLWORK -HANGING BAR 1 1/21, = 1'-011 PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th sneer mune Co=e M:Sm,aea.eo5e No. Description Date do WHaalRio, U m c 0 G�Dg OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title INTERIOR DETAILS Sheet Number Ae531 I U6 - 5/6 IN I EKI OR GMADE FLY Woou 109 - LAMINATE PANEL SYSTEM, RE: FINISH LEGEND NEL SYSTEM EDGE CAP PER \NUFACTURER DETAILS 109 - FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS AT ALL EDGES RE: FINISH LEGEND LLL ASSEMBLY AS HEDULED, VARIES /09- GYPSUM WALLBOARD 109 - RUBBER WALL BASE, RE: FINISH LEGEND 10 -SECTION DTL -FRY REGLET MILLWORK L -ANGLE AT LAMINATE PANEL SYSTEM TERMINATION 3" = 1'-0" 06 - 5/8" INTERIOR GRADE PLYWOOD 06 - TOUNGE AND GROOVE WOOD PLANKS, RE: FINISH LEGEND 09 - FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS AT ALL EDGES RE: FINISH LEGEND LL ASSEMBLY AS HEDULED, VARIES 09 - GYPSUM WALL BOARD 09 - RUBBER WALL BASE, RE: FINISH LEGEND �n 08 -SECTION DTL- FRY REGLET MILLWORK REVEAL L -ANGLE AT WOOD PLANK TERMINATION 3" = 1'-0" 05 -CASED OPENING - HEAD DETAIL 3" = 1'-0" DIV 09 - GYPSUM DIV 07 - JOINT SEALANT BOTH DIV 08 - HOLLOW METAL FRAME AT CASED DIV 09 - NON-STRUCTURAL METAL DIV 06 - 5/8" INTERIOR GRADE PLYWOO DIV 09 - FRY REGLET MILLWORK REVEAL CONTINUOUS AT ALL EDGES RE: FINISH LEGEND PANEL SYSTEM EDGE CAP PER MANUFACTURER DETAILS DIV 09 - LAMINATE PANEL SYSTEM— RE: FINISH LEGEND 04 -CASED OPENING - JAMB DETAIL 31,= 1'-0" E 5/8' INTERIOR GRADE PLYWOOD LAMINATE PANEL SYSTEM RE: FINISH LEGEND YSTEM EDGE CAP PER SCTURER DETAILS FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS ATALL EDGES RE: FINISH LEGEND NON-STRUCTURAL METAL FRAMING GYPSUM WALL BOARD JOINT SEALANT BOTH SIDES HOLLOW METAL FRAME AT CASED OPENING T WALLASSEMBLY 09- NON-STRUCTURAL METAL FRAMING 09 - GYPSUM WALL BOARD, PAINTED RE: FINISH LEGEND 09- FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS AT ALL EDGES RE: FINISH LEGEND 06 - 5/8" INTERIOR GRADE PLYWOOD 06 - TOUNGE AND GROOVE WOOD PLANKS, RE: FINISH LEGEND /Jn 09 -PLAN DTL- FRY REGLET MILLWORK U -CHANNEL AT WOOD PLANK AND LAMINATE PANEL SYSTEM 3„ = 1,-0„ T WALL ASSEMBLY 09- NON-STRUCTURAL METAL FRAMING 06 - TOUNGE AND GROOVE WOOD PLANKS. RE: FINISH LEGEND 09 - GYPSUM WALL BOARD. PAINTED RE: FINISH LEGEND 09- FRY REGLET MILLWORK REVEAL, U -CHANNEL, CONTINUOUS, RE: FINISH LEGEND 06 - 5/8" INTERIOR GRADE PLYWOOD 09- LAMINATE PANEL SYSTEM, RE: FINISH LEGEND IEL SYSTEM EDGE CAP PER MANUFACTURER DETAILS �n 07 -PLAN DTL- FRY REGLET MILLWORK REVEAL L -ANGLE AT WOOD PLANK EDGE TERMINATION 3" = 1'-01 T WALL ASSEMBLY 09 - NON-STRUCTURAL METAL FRAMING 09- GYPSUM WALL BOARD, PAINTED RE: FINISH LEGEND 06 - 5/8" INTERIOR GRADE PLYWOOD 06 - TOUNGE AND GROOVE WOOD PLANKS, RE: FINISH LEGEND 09 - FRY REGLET MILLWORK REVEAL L -ANGLE, CONTINUOUS AT ALL EDGES RE: FINISH LEGEND DIV 05-h DIV 09 - GYPSI DIV 09 - NON-STRUCTURAL �n 06 -PLAN DTL- FRY REGLET MILLWORK REVEAL L -ANGLE AT WOOD PLANK BUMPOUT EDGE TERMINATION 311=1-0" SUSPENSION CABLE, ATTACHED TO UN19RUT ABOVE LIGHT FIXTURE AS SCHEDULED BACKER CLIP. PER MANUF. WOOD WORKS GRILLE CEILING PANELS, RE: FINISH LEGEND AND SPECS 02 -WOOD SLAT CEILING AT STRIP LIGHT FIXTURE, TYP. 1 1/2" = 1'-0" PANEL SYSTEM EDGE CAP PER MANUFACTURER DETAILS SUSPENSION SYSTEM, PER MANUF. BACKER, PER MANUF. BACKER CLIP, PER MANUF. WOOD WORKS GRILLED CEILING PANELS, RE: FINISH LEGEND AND SPECS X DOWEL CLIP, PER MANUF. DOWEL, PER MANUF. USED AT STEEPLY ANGLED PORTION OF CEILING ONLY 03 -WOOD SLAT CEILING ATTACHEMENT DETAIL, TYP 1 1/2" = 1'-01, Ol-DTL SECTION AT TOUNGE AND GROOVE WOOD AND DECORATIVE SHELVING 1 1/211 = 1 -0" UCTUREABOVE IF TRACK UCTURAL METAL FRAMING ET MILLWORK REVEAL L -ANGLE, IOUS AT ALL EDGES. I LEGEND ORKS GRILLE CEILING PANELS I LEGEND BRACKET. BASIS OF DESIGN: 9ER BRACKET ELVES. 11/2' THICK ND GROOVE WOOD PLANKS, EGEND DR GRADE PLYWOOD 'ALL BOARD :TURAL METAL FRAMING MILLWORK REVEAL L -ANGLE, SUS AT ALL EDGES. EGEND dL BASE EGEND PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th 5neet mune Co=e M:Sm,aea.eo5e No. Description Date 1 ISSUE FOR PERMIT- N.M. 9 REVISED Wheel/Rio' l° U m c 0 G�ng OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by Author Checked by Checker Sheet Title INTERIOR DETAILS Sheet Number A0532 E DOOR SCHEDULE FRAME FIRE I DOOR >TING I HARDWARE I LEIB ITAP ROOM 1 8'-0" 1 5'-0 1 0'-D' 1 SC I STL I BY MANUF. I BY MANUF. I BY MANUF. I STL 112/A.541 1 04/A541 1 0B/A541 I N/A IRU -I EXTERIOR OVERHEAD DOOR II �ns>_Ix Tnla;rc�s�rr��ier�wlse.rcle�a�u��ru��r��,��:r,��LanrvL��cn,�.sL��r��r�rnxa� 1 DIV 09 - GYPSUM BOARD 5/8', TYPE"X" DIV 09 - NON-STRUCTURAL METAL FRAMING C -STUD, 35/8" DIV 09 - GYPSUM BOARD 5/8", TYPE W' MTL TRACK RUNNER DIV 07 - JOINT SEALANT BOTH SIDES DIV 08 - HOLLOW METAL FRAME, DOUBLE RABBET DIV 08 - DOOR AS SCHEDULED 11/2' 15 -HEAD DETAIL 3" = 1'-9" A TYP RATED/ NON -RATED DOORS EXTERIO DIV 09 - GYPSUM BOARD 5/8", TYPE "X" DIV 09 - NON-STRUCTURAL METAL FRAMING SCHEDULED PARTITION DIV 09 - GYPSUM BOARD 5/8".TYPE "X" DIV 09 - NON-STRUCTURAL METAL FRAMING C -STUD, 21/2" PARTITION DIV 07 - JOINTSEALANT BOTH SIDES DIV N - HOLLOW METAL FRAME, DOUBLE RABBET s DIV 08 - JAMB ANCHOR, MIN 3 PER JAMB 3/8" 5w 3U O DIV 08 - DOOR AS SCHEDULED 2" 14 -JAMB DETAIL 3" = 1-0 W TYP RATED/ NONRATEDDOOR EXST WALL ASSEMBLY CONTINUOUS SEALANT AND BACKER ROD OVERHEAD DOOR OPENING TRIM COUNTERWEIGHT ASSEMBLY AND COVER, PER DOOR MANUF. 2X WOOD BLOCKING CONTINUOUS SEALANT AND BACKER ROD DOORFRAME GYPSUM WALL BOARD, REPAIRED/REPLACED AT STOREFRONT OPENING EXIST. WALL ASSEMBLY CONTINUOUS INTERIOR SEALANT SHIM AS REQUIRED CONTINUOUS SEALANT AND BACKER ROD CONTINUOUS METAL DRIP EDGE ALUMINUM STOREFRONT SYSTEM DOOR TYPES GYPSUM WALL BOARD, REPAIRED/REPLACED AT STOREFRONT OPENING EXIST. WALL ASSEMBLY CONTINUOUS INTERIOR SEALANT SHIM AS REQUIRED CONTINUOUS SEALANT AND BACKER ROD CONTINUOUS METAL DRIP EDGE ALUMINUM STOREFRONT SYSTEM DOOR GLAZING, SELECT FROM MANUF. GLAZING OPTIONS EXTERIOR INTERIOR EXTERIOR w Al I 1 1 1 11 11 NOTES: V 11 FLASHING AND SEALANT PER MANUF. DETAILS 21 DOOR FIXING AND SUPPORT TO BE DEFERRED 12 -HEAD DETAIL @ OVERHEAD DOOR SUBMITTAL BY MANUF. 3" = 1'-0" COUNTERWEIGHT COVER, PER DOOR MANUF. PULLEY ASSEMBLY, PER MANUF. 3/4" PLYWOOD CONTINUOUS SEALANT AND BACKER ROD DOORFRAME Q DOOR GLAZING, SELECT FROM MANUF. GLAZING OPTIONS 2X WOOD BLOCKING C PIg8aY91AP]:i ]9i`.IIERlY81ul EXIST. WALL ASSEMBLY CONTINUOUS SEALANT AND BACKER ROD �J EXTERIOR NOTES: 11 FLASHING AND SEALANT PER MANUF. DETAILS 21 DOOR FIXING AND SUPPORT TO BE DEFERRED SUBMITTAL BY MANUF. 08 -JAMB DETAIL @ OVERHEAD DOOR 3„ = 1•-0„ CONTINUOUS SEALANT AND BACKER ROD DOOR GLAZING, SELECT FROM MANUF. GLAZING OPTIONS DOORFRAME SHIM OVERHEAD DOOR OPENING TRIM DOOR SEAL, PER MANUF. CONI. METAL DRIP EDGE -- F FG L FLUSH FULL GLASS LOUVERED GYPSUM WALL BOARD, REPAIRED/REPLACED AT STOREFRONT OPENING EXIST. WALL ASSEMBLY CONTINUOUS INTERIOR SEALANT SHIM AS REQUIRED CONTINUOUS SEALANT AND BACKER ROD CONTINUOUS METAL DRIP EDGE ALUMINUM STOREFRONT SYSTEM DOOR GLAZING, SELECT FROM MANUF. GLAZING OPTIONS EXTERIOR INTERIOR EXTERIOR w Al I 1 1 1 11 11 NOTES: V 11 FLASHING AND SEALANT PER MANUF. DETAILS 21 DOOR FIXING AND SUPPORT TO BE DEFERRED 12 -HEAD DETAIL @ OVERHEAD DOOR SUBMITTAL BY MANUF. 3" = 1'-0" COUNTERWEIGHT COVER, PER DOOR MANUF. PULLEY ASSEMBLY, PER MANUF. 3/4" PLYWOOD CONTINUOUS SEALANT AND BACKER ROD DOORFRAME Q DOOR GLAZING, SELECT FROM MANUF. GLAZING OPTIONS 2X WOOD BLOCKING C PIg8aY91AP]:i ]9i`.IIERlY81ul EXIST. WALL ASSEMBLY CONTINUOUS SEALANT AND BACKER ROD �J EXTERIOR NOTES: 11 FLASHING AND SEALANT PER MANUF. DETAILS 21 DOOR FIXING AND SUPPORT TO BE DEFERRED SUBMITTAL BY MANUF. 08 -JAMB DETAIL @ OVERHEAD DOOR 3„ = 1•-0„ CONTINUOUS SEALANT AND BACKER ROD DOOR GLAZING, SELECT FROM MANUF. GLAZING OPTIONS DOORFRAME SHIM OVERHEAD DOOR OPENING TRIM DOOR SEAL, PER MANUF. CONI. METAL DRIP EDGE -- CONTINUOUS SEALANTANDBACKERROD FORMED METAL WALL 5/8" PLYWOOD PANEL 2X WOOD BLOCKING 3/4" SUBGIRT, 16GA GYPSUM WALL BOARD, REPAIRED/REPLACED CONT. INSULATED AT DOOR OPENING SHEATHING, R-7.5 BATT INSULATION AIR AND WATER BARRIER COLD FORMED METAL FRAMING. SIZE TBD BASED ON EXT WALL ASSEMBLY THICKNESS EXTERIOR INTERIOR TYPE X COATED GLASS MAT EXTERIOR SHEATHING NOTES: F'oLy1) FLASHING AND SEALANT PER MANUF. DETAILS micKrvFAL laesxlusr. wssemev 2) DOOR FIXING AND SUPPORT TO BE DEFERRED ,%04 -SILL DETAIL @ OVERHEAD DOOR SUBMITTAL BY MANUF. - 31,=1,-91 10 -HEAD DETAIL @ ALUM STOREFRONT 3" = 1'-0" GYPSUM WALL BOARD REPAIRED/REPLACED AT STOREFRONT OPENING EXST. WALL ASSEMBLY CONTINUOUS INTERIOR SEALANT SHIM AS REQUIRED DIM 0C1ZV1IT 11&TAA4:i11] INTERIOR 06- JAMB DETAIL @ ALUM STOREFRONT 3. = l. -O.. ALUMINUM STOREFRONT SYS BACK DAM AND AIR S SEALANT AND BACKER R BOTH SI SHIM, AS REQUI EMT. SLAB ON GR, CONTROL JOINT AT PATIO S EXTERIOR LXIEKIUK 02 -SILL DETAIL @ ALUM STOREFRONT 3 = 1 1-01, INTERIOR SC EXISTING SECTION OVERHEAD �n 09 -HEAD DETAIL @ ALUM STOREFRONT DOOR 3" = 1'-0" EXTERIOR INTERIOR INTERIOR GYP BOARD BATT INSULATION, R-13 MIN TYPE X COATED GLASS MAT EXTERIOR SHEATHING CONTINUOUS INTERIOR SEALANT SHIM AS REQUIRED AIR AND WEATHER BARRIER CONTINUOUS INSULATED SHEATHING, R-7.5 CONTINUOUS SEALANT AND BACKER ROD 3/4" SUB GIRT FORMED METAL WALL PANEL 05 -JAMB DETAIL @ ALUM STOREFRONT DOOR 3„ = V -9 - ALUMINUM STOREFRONT SYS RONT THRESHOLD PER MANUF., IN BED OF MASTIC AND FASTED CONCP EXST. SLAB ON GR, CONTROL JOINT AT PATIO S EXTERIOR 01 -SILL DETAIL @ ALUM STOREFRONT DOOR 3„ = 1•-0„ INTERIOR DOOR SCHEDULE ABBREVIATIONS MATERIAL: FINISH: "REFER TO FINISH LEGEND FOR MORE INFORMATION. HM - HOLLOW METAL AL1 -ANODIZED ALUMINUM WD-WOODDOOR PUT - PAINTED FINISH NA- NOT APPLICABLE T - TEMPERED GLAZING GL -X - GLAZING R.O. - ROUGH OPENING DOOR FRAME TYPES A B C RABBETED DOUBLE EGRESS CASED 10 A.541 w 09 A.541 10 A.541 A.541 I I DOOR 101A AND'I '2 12WINDOW TYPE B A.541 A.541 A.541 06 RID A.541 DOOR 101 B PATH 21 architecture + planning 2245 Curfis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 1717 15th eouneccom M:3WAI44038 No. Description Date ,�° WHaa/Rio, U � m C O G�Og OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title DOOR/WINDOW SCHEDULE & DETAILS Sheet Number A.541 W GL -1 0. t T T T DOOR 101A AND'I '2 12WINDOW TYPE B A.541 A.541 A.541 06 RID A.541 DOOR 101 B PATH 21 architecture + planning 2245 Curfis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 1717 15th eouneccom M:3WAI44038 No. Description Date ,�° WHaa/Rio, U � m C O G�Og OMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title DOOR/WINDOW SCHEDULE & DETAILS Sheet Number A.541 EM EXTERIOR WALL ASSEMBLY — FRA MING AT NEW DOOR OPENING AS REQUIRED EXST EXTERIOR PEMB PANEL — HEAD FLASHING AND CONTINUOUS DRIP EDGE EXTERIOR 1AZ l:�2 1A"71M�'F19iAUNI 03 -HEAD DETAIL AT EXTERIOR HM DOOR 3" = 1'-0" EXTERIOR HM DOOR AND FRAME. INSTALL PER DOOR MANUF. DETAIL METAL THRESHOLD SET IN BED OF MASTIC AND FASTENED TO CONCRETE EXISTING CONCRETE SLAB TO REMAIN CONTROL JOINT NEW CONCRETE LANDING. SLOPED AT 118'/ 12' AWAY FROM BUILDING — EXTERIOR 02 -SILL DETAIL AT EXTERIOR HM DOOR 31,= 1'-0" EXST EXTERIOR WALL ASSEMBLY INTERIOR JAMB ANCHOR, MIN 3 PER DOOR FRAMING AT NEW DOOR OPENING, AS REQUIRED DOOR AND FRAME AS SPECIFIED EXST EXTERIOR PEMB PANEL JAMB FLASHING EXTERIOR 01 -JAMB DETAIL AT EXTERIOR HM DOOR 3" = 1'-0" INTERIOR INTERIOR PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 171715th street M: Sm,ua.m5e No. Description Date 1 ISSUE FOR PERMIT- N.M.= REVISED WHeal Rio' l° U m c 0 G�ng aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by CC Checked by DD Sheet Title DOOR AND WINDOW DETAILS Sheet Number A0542 DRAFT SYSTEM, RE: EQUIPMENT SCHEDULE FOR SPEC. RE: MEP PLANS FOR - CONNECTION INFORMATION DIV 09 - SOLID SURFACE COUNTERTOP A WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND DIV 06 - PLYWOOD, 3/4" DRIP TRAY EQUIPMENT, RE: EQUIPMENT SCHEDULE FOR SPEC. RE: MEP DRAWINGS FOR CONNECTION INFORMATION DIV 06 - WOOD BLOCKING, 2 X 4— STEMWARE GLASS RACK BY OWNER ._lL_lL_l LJL_lL_l 1 1/2" = 1'-0" DIV 09 - SOLID SURFACE COUNTERTOP A WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND DIV 06 - PLYWOOD, DIV 06 - WOOD BLOCKING, 2 X 1 1/2" = 1,-0„ 05- CONCEALED FLAT SUPPORT BRACKET A&M HARDWARE, INC. FLAT SUPPORT ARM, PAINT FOR MATTE BLACK FINISH 05- 2 X 2 1 /8" HSS TUBE STEEL SUPPORT, SECURE BETWEEN VERTICAL STUDS MAX SPACING 36" O.C. 09 - NON STRUCTURAL METAL FRAMING, 6" 09 - GYPSUM WALL BOARD, 5/8" RE: FINISH PLAN FOR PAINT COLOR GLASS RACK EQUIPMENT BY OWNER 05 - Z' DIAM FOOTRAIL AND MOUNTING BRACKET PACKAGE, BASIS OF DESIGN: 4RAILS.COM, MATTE BLACK FINISH 09 - RUBBER WALL BASE, RE: FINISH LEGEND 05 - I"X 6'X 1 /8" L -ANGLE PAINTED MATTE BLACK DIV 05 - CONCEALED FLAT SUPPORT BRACKET, A&M HARDWARE, INC. FLAT SUPPORT ARM, PAINT FOR MATTE BLACK FINISH DIV 05 - 2 X 21/9' HSS TUBE STEEL SUPPORT, SECURE BETWEEN VERTICAL STUDS MAX SPACING 36" O.C. DIV 09- NON STRUCTURAL METAL FRAMING, 6" GYPSUM WALL BOARD, 5/8" RE: FINISH PLAN FOR PAINT COLOR PLUMBING EQUIPMENT, RE: EQUIPMENT SCHEDULE AND MEP DRAWINGS 2" DIAM FOOTRAIL AND MOUNTING BRACKET PACKAGE, BASIS OF DESIGN: 4RAILS.COM, MATTE BLACK FINISH DIV 09 - RUBBER WALL BASE, RE: FINISH LEGEND DIV 05 - I" X 6" X 1/9'L ANGLE PAINTED MATTE BLACK 05 - CONCEALED FLAT SUPPORT BRACKET, A&M HARDWARE, INC. FLAT SUPPORT ARM, PAINT FOR MATTE BLACK FINISH 05 - 2 X 21/9' HSS TUBE STEEL SUPPORT, SECURE BETWEEN VERTICAL STUDS MAX SPACING 36" O.C. 09 - NON STRUCTURAL METAL FRAMING, 6" 09 - GYPSUM WALL BOARD, 5/8" RE: FINISH PLAN FOR PAINT COLOR GLASS RACK EQUIPMENT BY OWNER 05 - 2" DIAM FOOTRAIL AND MOUNTING BRACKET PACKAGE, BASIS OF DESIGN: 4RAILS.COM, MATTE BLACK FINISH 09 - RUBBER WALL BASE, RE: FINISH LEGEND 05 - I 6" X 1/6'L -ANGLE PAINTED MATTE BLACK SOLID SURFACE COUNTERTOP AND WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND PLYWOOD, 3/4" BAG HOOK, POWDER COAT MATTE BLACK 09 - SOLID SURFACE COUNTERTOP AND WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND 06 - PLYWOOD, 3/4" 05 -BAG HOOK, POWDER COAT MATTE BLACK SOLID SURFACE COUNTERTOP AND WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND PLYWOOD, 3/4" BAG HOOK, POWDER COAT MATTE BLACK 05 -TYPICAL PLAN DTL @ STEEL TUBE SUPPORT 3" = 1'-0" WALL FINISH ASSEMBLY PER BAR SECTION DETAILS 3/9' DIAMETER THROUGH BOLT HSS TUBE STEEL TUBING W 48" O.C. STEEL ANGLE WELDED TO TUBE WITH 1/4" DIA. LAG SCREWS BOLTING PLATE TO CONCRETE II II— A&M HARDWARE,ED FLAT SUPPORT BRACKET, A&M HARDWARE INC. FLATSUPPORT BLACK ARM, PAINT FOR MATTE BLACK FINISH CASH DRAWER BY OWNER DIV 09- PLASTIC LAMINATE DIV 09- SOLIDSURFACECOUNTERTOP AND ADJUSTABLESHELF WATERFALL EDGE AS SPECIFIED, DIV 06 - DOOR PULL, RE: SPECS RE, REVS AND FINISH LEGEND DIV 09 - PLASTIC LAMINATE SHELF DIV 06 - PLYWOOD, 3/4" AND DR, 1 /z� 03 -ADA COUNTER - NORTH BAR 1 1/2" = 1'-0" DIV 09 - SOLID SURFACE COUNTERTOP P WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND DIV 06 - PLYWOOD, " J 1 L DIV 05 - CONCEALED FLAT SUPPORT BRACKET - Z- CASH DRAWER BY OWNER A&M HARDWARE, INC. FLAT SUPPORT DIV05- CONCEALED FLAT SUPPORT BRACKET, ARM, PAINT FOR MATTE BLACK FINISH DIV 05 - 2 X 2 1 /8" HSS TUBE STEEL SUPPORT, A&M HARDWARE, INC. FLAT SUPPORT DIV 09 -PLASTIC LAMINATE SHELF J SECURE BETWEEN VERTICAL STUDS ARM, PAINT FOR MATTE BLACK FINISH AND DRAWER FRONTS MAX SPACING 36"O.C. _ DIV 09 - NON STRUCTURAL DIV 05 - 2 X 21/9' HSS TUBE STEEL SUPPORT, METAL FRAMING, 6" DIV 09- GYPSUM WALL BOARD, 5/9' DIV 06 - DRAWER PULL, RE: FINISH PLAN FOR PAINT COLOR e DIV 06- LAMINATE PANEL SYSTEM , e ° DIV 09 - NON STRUCTURAL 4 DIV 06 - BACK PANEL e DIV 06 - MOUNTING RAIL, 14 METAL FRAMING, 6" DIV 09 - GYPSUM WALL BOARD, 5/8" K DIV 06 - WOOD BLOCKING, 2 X 4 RE: FIN ISH PLAN FOR PAINT COLOR DIV 05 - I " X 6'X I/&'L-ANGLE i PAINTED MATTE BLACK 03 -ADA COUNTER - NORTH BAR 1 1/2" = 1'-0" DIV 09 - SOLID SURFACE COUNTERTOP P WATERFALL EDGE AS SPECIFIED, RE: REVS AND FINISH LEGEND DIV 06 - PLYWOOD, " J 1 Z- CASH DRAWER BY OWNER DIV05- CONCEALED FLAT SUPPORT BRACKET, A&M HARDWARE, INC. FLAT SUPPORT DIV 09 -PLASTIC LAMINATE SHELF J ARM, PAINT FOR MATTE BLACK FINISH AND DRAWER FRONTS DIV 05 - 2 X 21/9' HSS TUBE STEEL SUPPORT, SECURE BETWEEN VERTICAL STUDS DIV 06 - DRAWER PULL, MAX SPACING 36" O.C. RE: SPECS DIV 09 - NON STRUCTURAL 4 METAL FRAMING, 6" DIV 09 - GYPSUM WALL BOARD, 5/8" K RE: FIN ISH PLAN FOR PAINT COLOR DIV 06 - LAMINATE PANEL SYSTEM p DIV 06 - BACK PANEL DIV 06 - MOUNTING RAIL, I X 4 04 A.571 DIV 06 -WOOD BLOCKING. 2X 4 ff DIV 05 - I 6" X 1/6'L -ANGLE PAINTED MATTE BLACK 1 1/2" = F-9' ARCHITECTURAL CASEWORK GENERAL NOTES PATH 21 ALL CASEWORK: a rC IT it e C t U re I. FIELD VERIFY EXISTING DIMENSIONS PRIOR TO FABRICATION. NOTIFY + planning ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO FABRICATION. 2. VERIFY AND COORDINATE CLEAR DIMENSIONS REQUIRED FOR OWNER -FURNISHED EQUIPMENT LOCATED WITHIN OR ADJACENTTO ANY CABINETS. 3. COORDINATE INSTALLATION OF SINKS WITH ASSOCIATED PIPING AND FITTINGS PLUS WITH INSTALLATION OF ACCESSIBLE COVER PANELS. 4. REQUIRED SCRIBES AND FILLER PIECES SHALL BE INSTALLED TO ALLOW PROPER OPERATION OF DRAWERS/DOORS. THEY SHALL BE EVENLY DISTRIBUTED AND OF EQUAL WIDTH ALONG A SINGLE RUN OF CABINETS. THEY SHALL BE 3" WIDE, MAXIMUM EXCEPT INSIDE CORNER FILLERS SHALL BE 21 /2" WIDE MINIMUM. 5. WHERE BASE CABINETS INTERSECT AT INSIDE CORNER CONDITION PROVIDE WALL MOUNTED LEDGERS TO SUPPORT COUNTERTOP AT CORNERS. WHERE UPPER CABINETS INTERSECT AT INSIDE CORNER CONDITIONS PROVIDE HORIZONTAL FILLER PANEL FLUSH WITH BOTTOM OF CABINETS. S. PROVIDE PLASTIC SCREW COVERS TO CONCEAL SCREW H EADS AT ALL SEMI -EXPOSED CABINET SURFACES. ALL EXPOSED SCREWS SHALL BE COUNTERSUNK. 7. CORE MATERIAL FOR SH ELVING GREATER MAN 30'WI DE SHALL BE I" THICK. 3. REFERENCE TOILET ACCESSORY LEGEND AND MOUNTING HEIGHTS IN A.500 SERIES. P. ALL VERTICAL JOI NTS BETWEEN CABI NETS SHALL BE BUTT JOINTS. THEY SHALL LOOK "SEAMLESS" AND BE COVERED IN PLASTIC LAMINATE. 10. ALL EXPOSED SURFACES ON CABINETS WITHOUT DOORS SHALL BE CLAD IN PLASTIC LAMINATE UNO. NO EXPOSED MELAMINE UNO ON INTERIOR ELEVATIONS. CABINETS: PROVIDE SCHEDULED BASE ALONG BOIIOM OF EXPOSED FRONTS, BACKS, SIDES AND ENDS OF ALL FIXED CABINETS, PEDESTALS, VERTICAL SUPPORT PANELS, AND KNEE SPACES, ETC UNLESS NOTED OTHERWISE ON THE INTERIOR ELEVATIONS. ALL DRAWER LENGTHS SHALL BE 20" UNLESS NOTED OTHERWISE. ALL DRAWERS GREATER THAN 30' WIDE SHALL HAVE TWO PULIS. ALL HORIZONTAL AND VER➢CAL REVEALS SHALL BE 1/8". ALL TOEMCK SPACES SHALL BE 41 /8" TALL X 31 /4" DEEP UNLESS NOTED OTHERWISE. I. ALL COUNTERTOPS ARE TO BE 24" DEEP UNO ON INTERIOR ELEVATIONS. 2. ALL OUTSIDE COUNTERTOP CORNERS TO BE I I/2" RADIUS BN PIAN) UNLESS NOTED OTHERWISE 3. REFER TO INTERIOR ELEVATIONS AND FINISH LEGEND FOR COUNTERTOP MATERIAL. REF TO TYP. CASEWORK DETAILS ON SHEET A.571 FOR SOLID SURFACE MATERIAL COUNTERTOP EDGE DETAIL. 4. ALL BACK AND SIDE SPLASHES SHALL BE 4"TALL% I/2"THICK IF SOLID SURFACE MATERIAL UNO ON ME INTERIOR ELEVATIONS. ALL SPLASHES SHALL BE SCRIBED TO CONFORM TO ME SURFACE OF ABU71 NG WALLS. ALL SPLASHES SHALL BE SEALED TO THE WALL WITH CLEAR SILICONE SEALANT. IF SOLID SURFACE, PROVIDE SPLASHES ON ALL REAR AND SIDE WALLS AT BASE CABINETS. 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineenng 171715th street mueer Co W&o M:3mAIa.6o38 No. Description Date ,�° WHaa/Rio' c �`�00 aMs 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title BAR COUNTER AND MILLWORK DETAILS Sheet Number A.570 EQUIP. RM WH HALL WOMENS RR 03 105 11 - - - - MENS RR 104 `ILS_ O TAP ROOM O 6W B �1 IIN11 02 -FURNITURE PLAN /,n01 -FINISH PLAN 3/16" = 1 1-0" 3/16" = 1'-0" FINISH PLAN LEGEND ROOM FINISH TAG (REFERENCE 1.101 SHEET) ACi CEILING FINISH P WALL FINISH RB WALL BASE FINISH SV FLOOR FINISH ' DENOTES MULTIPLE FINISHES. PLEASE REFER TO ENLARGED PLANS, DETAILS AND/OR ELEVATIONS FOR MORE INFORMATION. O KEYNOTE \\\\� OUT OF SCOPE PAINTED EGREE FLOOR STRIPING cPT ACCENT FINISH FINISH LEGEND WALL RIBBER BASE Mani Burke Style: Burke Base, TPM, 6" height Color: Accord Series, 527 Clay Tin - TILE BASE Mani Crossville Series: Swatches Neutral Territory Color: Shadow NEW l Seto Size: Cove Base Coordinating Trims 4" x 6" Finish: Satln WALL AND CEILING PAINT P1 (TYPICAL FIELD, HALL & RR CEILINGS, DUCTWORK & EXPOSED STRUCTURE) Manuf: Sherwin WHiams Color: Extra White SW7006 Finish: Level Eggshell P2 (ACCENT) Manta: Sherwin Williams Color: Indigo Bank SW7602 Finish: Level Eggshell P3 (BUILDING EXTERIOR) Manta: Sherwin Williams Color: Mount Etna SW7625 Finish: Eggshell P4 (EXTERIOR RAILINGS) Mani Sherwin Williams Color: Black As Night SW6993 Finish: Eggshell WALL71LE WIT! His WET WALLS) Mani Crossville Series: Swatches Neutral Territory Color: Shadow NEW l Seto Size: 3" x 12" Finish: Satln THE GROUT Color: Selected During Submittal Process WALL PROTECTION CGI -SINGLE CORNER GUARD Manta: TBD Style: Flexible Vinyl Size: 4" Height: 4'-0'AFF Color: Match Wall Color FRP) - FIBER REINFORCED PANEL (JANITOR, III IF. RM, WH CLOSET) Mal MOdite Height: 5'-0" AFF Color: White WALL PANELING LAAIINAIE PANEL SYSTEM Manta: Matlite Style: Sieve Panels Reveal Profile: 1/16 Hidden ICP -31 LAMINATE USED WDH PANEL SYSTEM LPI - LAMINATE PANEL (BAR FRONT) Manuf: Formica Style: Sculpted Finish Color: Black 909SP UPS! - LAMINATE PANEL (BAR FRONT) Manta: Formica Style: Sculpted Finish Color: Sculpted Solidz 31 UPS - LAMINATE PANEL (BAR FRONT) Manuf: Wilsonad Style: Premium Laminate, Sahel Finish Color: Walnut Height 7965K-12 WD -1 -T&G WOOD PANEL (RETAIL WALL) Manta: Resown Timber Species: Walnut Grade: Plain Sown Finish: Hordwax Ol Size: 5/6' Thick X 5" Wide Planks PLASTIC LAMINATE MILLWORK PLI M1 - PLASTIC LAMINATE Manuk Formica Style: Matte Color: Black 909 PLAM2 - PLASTIC LAMINATE Mani Wilsonad Style: Premium Laminate, Sohgroin Finish Color: Walnut Height 7965K-12 SIT- SOLID SURFACE COUNTERTOP Man W: Conan Style: Neutral Concrete Edge Style: 2" Built -Up Edge Profile At Countedops And Waterfall Edges CI -WOOD CEILING PANELS Mani Armstrong SNIe: Woodworks Grlle Finish: Walnut Size: I"X 3 I/4" / Panel Dimensions: 12" X 96" X 3 114 Backer Only Open Area Between Slats: 2" GTP -GYPSUM CEILING Finish: Level Eggshell SC - EXISTING SEALED CONCRETE Porfions Of Concrete Slab Removed Or Damaged During Demolition Should Be Patched, Sanded And Sealed To Match Existing. FRY REGLEI MILLWORK REVEAL L -ANGLE Manta: Fry Reglet Size: 3/4" Depth Color: Black FINISH PLAN GENERAL NOTES 1. REFER TO INTERIOR FINISH LEGEND 1.101 FOR FINISH MANUFACTURER AND COLOR INFORMATION. PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 720.446.9286 Email: mkinsey@path2larch.com www.path2larch.com Consultant Team MEP Boulder Engineering 1717 on sneer eouHer, Co 833m M: 303 bAra No. Description Date I ISSUE FOR PERMIT- 04.20.2021 REVISED 2 PERMITCOMMENTS 06.24.2021 ROUND) W tea/R6 da U m c 0 G�Dg aMS 19-024 NEW IMAGE BREWING TAPROOM 9505 W. 44TH AVENUE WHEAT RIDGE, CO 80033 Issue ISSUE FOR PERMIT Date 03 AUGUST 2021 Project Number 19-024 Drawn by TB/MK Checked by BT Sheet Title FINISH PLAN AND LEGEND AND FURNITURE PLAN Sheet Number 1.201 I� II 1 I II� II TI I I II I I II I I II 24k00' SA (E) 24'X10' SA (E) I I I I T� I � IL--� Ir -- II II II II II FIRST FLOOR HVAC DEMO PLAN " 110 ='-0 FIRST FLOOR HVAC PLAN - NEW WORK V4' =1'-0'. GENERALNOTES A FIELD VERIFY EXISTING SIZE AND LOCATION OF DUCTS E EQUIPMENT PRIOR TO BEGINNING WORK. S. REMOVE EXISTING DIFFUSERS AND BRANCH DUCTWORK ONLY WHERE SPECIFICALLY INDICATED. C. ANY AND ALL DEMOED EQUIPMENT, DUCTWORK OR ACCESSORIES TO BE EITHER TURNED OVER TO PROPERTY OWNER OR REMOVED FROM JOB SITE. DO NOT ABANDON IN PLACE. D. CLEAN AND SERVICE ALL EXISTING MECHANICAL EQUIPMENT THAT IS TO BE REUSED. E. INSPECT EXISTING DUCT MAINS E SEAL ANY AUDIBLE AIR LEAKS AS REQUIRED TO ACHIEVE AIR FLOW WITHIN 5% OF NOTED TOTALS. REMOVE ANY DUCT WRAP ON EXPOSED DUCTWORK. F. FLEX DUCT MAY NOT BE USED IN EXPOSED LOCATIONS. WHERE CONCEALED, FLEX DUCT RUNS NO LONGER THAN 2', REFER TO SPECIFICATIONS. G. FIELD VERIFY EXISTING DUCT MAINS ARE TIGHT TO STRUCTURE. NOTIFY ENGINEER OF ANY DUCTS NOT TIGHT TO STRUCTURE. H. PROVIDE ALL MANUFACTURERS REQUIRED CLEARANCES FOR EQUIPMENT INCLUDING REQUIRED N.E.C. CLEARANCES TO DISCONNECTS. DETAIL NOTES THIS SHEET 1. DEMO EXISTING SUPPLY DIFFUSER, ASSOCIATED BRANCH DUCTWORK AND MAIN TRUNK TAKEOFF. CAP AND SEAL MANN TRUNK 2. DEMO RETURN GRILLE, PLENUM BOX OR ELBOW. REMAINING BRANCH DUCT TO REMAIN FOR TENANT FINISH. OPEN END TO BE CUT SQUARE AND NEAT. ROLL OR HEM EXPOSED DUCT OPENING. 3. EXISTING SUPPLY E RETURN MAIN DUCT TRUNKS FROM RTU ON ROOF TO REMAIN. 4. DEMO ANY AND ALL EXHAUST FAN(S) DUCT WORK IN THE EXISTINGRESTROOMS. COORDINATE ANY EXTERIOR PENETRATION PATCHING WITH GENERAL CONTRACTOR. S. EXISTING RETURN AIR BRANCH. RETURN AIR PATH FROM SPACE UP THROUGH WOOD SLAT CEILING TO OPEN END OF DUCT BRANCH. 6. SEE LINEAR SLOT AT WOOD SLAT CEILING DETAIL ON SHEET M2.1. 7. EXISTING RTU HAS THE CAPACITY TO HANDLE THE COOLING 2 E MOISTURE LOADS FROM LOW TEMPERATURE, UNDERCOUNTER CHEMICAL DISHWASHER. PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering 1717 sm S„�, met oh: xoua.aue No. Description Date 2 Bldg Dept Rev 06/24/2021 .j0 Wnedt''u Y �'//I, DMso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by MO Checked by EM Sheet Title HVAC PLAN Sheet Number Ml.l LEGEND DUCT QN9DE DIM. SIDE SHOWN INSIDE DIM. SIDE NOT is D N) ® SUPPLY DUCT (SECTION) ID1 :3 RETURN PLOT (SECTION] ® EXMAUST DUI (SEI ® ROUND PLOT. ROD }j}} FLEXIBLE DUCT ID1 :3 FLEXIBLE CONNECTOR DESORPTION TURNING VANES ® SUPFLYDIFFUSER(PRROWE PRES. WEIGHT PWR INDICATE DISTRIBUTION) zRETURNRESISTER/GRILLE ® MECHANICAL POINT OF CONNECTION e FIFE DAYPER ® SMOKE AND FIRE DAMPER TUTUS 25RL THERMOSTAT PARALLEL TO LONG DIMENSION, WHITE MAN W L SAIUQ,ON(EDAMFER RTU MOTORRFD BALANONG DAMPER —HWS— HOT WATER SUPPLY —HWR— HOT WATER RETURN —CWS— CHILLED WATER SUPPLY —CWA— CHILLED WATER RETURN —C— CONDENSATE — 5 — STEAM o-- GRILLE/REGISTER/DIFFUSER OMECHANICAL EQUIPMENT O DETAIL NOTE 0 KITCHEN / MEDICAL EQUIPMENT SA SUPPLYAIR OA OUTSIDE AIR MA MI%EDAIR RA RETURN AIR EA EXHAUST PIR AD ACCESS DOOR 080 OPPOEW BLADE DAMPER RUS ROUTE IN JOIST SPACE (S) SNSTING TO REMAIN (ER) EXISTNG TO BE REPLACED (ED) EXISTING TO BE DEMOLISHED WR DETECTOR r' REMOTE INDICATING LIGHT E S'0 ACOUSTICAL FLEXDUCT, SUPPORT WITH T STRAPS FROM STRUCTURE SUCH THAT NO SAGGING OCCURS, TYP. MAXIMUM LENGTH PER SPECIFICATIONS. 840 \ CONTINUE PER PLANS DIFFUSER AT SLAT CEILING 1 HVAC SCHEDULE KEY KEY UNIT TYPE DESORPTION HEATS CCOL'G ILING SLAT ASSEMBLY INSTALL LINEAR SLOT DIFFUSER RECESSED INTO PRES. WEIGHT PWR CEILING SLATS OPENINGS. RE: ARCH RCP PLANS MANUFACTURER/OAT.F FOR LOCATIONS. DIFFUSER AT SLAT CEILING 1 HVAC SCHEDULE KEY KEY UNIT TYPE DESORPTION HEATS CCOL'G FLOW PRES. WEIGHT PWR VOLT MANUFACTURER/OAT.F R3 RETURN GRILLE ED DEGREE FRED BLADE, FRONT BLADES GYP OB PAMPER TUTUS 25RL PARALLEL TO LONG DIMENSION, WHITE GOODMAN RTU GAS HEATING, ON COOLING, SETBACK T. 80 35 TON 1400 92 WE 29.5 GRID INSULATED PLENUM, END CAP 3 ROOFTOP UNIT STAT, 14 SEER MBH (NOM) CFM OS - 230/1 GPG1442C80M52AB IXISTING) SPUN ALUMINUM, DIRECT DRIVE, DOWN ROOF 400 GREENHECK EF 1 DISCHARGE 1,300 RPM, SACKDRAPT O? 5O LBS N2 HP 120A Dt1ROOF R CFM GH79SG DAMPER ROOF CURB NOTES: - M.C. IS RESPONSIBLE FOR ALL ANOLLARY EQUIPMENT AND DUCTWORK NEEDED TO CONNECT EQUIPMENT. R IS THE CONTRACTORS RESPONSIBILRY TO COORDINATE ELECTRICAL CHANGES DUE TO EQUIPMENT SUBSTITUTIONS WITH EG GRILLE REGISTER DIFFUSER SCHEDULE KEY DESCRIPTION CEIL'G ACCESSORIES MANUFACTUREWCATF 83 SQUARE CEILING DIFFUSER: 1'X1' LOUVERED FACE, ROUND OW OB DAMPER TINS TDU NECK 4WAY THROW, WHITE R3 RETURN GRILLE ED DEGREE FRED BLADE, FRONT BLADES GYP OB PAMPER TUTUS 25RL PARALLEL TO LONG DIMENSION, WHITE LINEAR BLOT DIFFUSER 4' LENGTH, 0) ul1 ' SLOT, BORDER 92 TYPE 11, 8'0 INLET GRID INSULATED PLENUM, END CAP TIT1S PT -15 NOTES: COORDINATE DIFFUSER LOCATIONS WITH LIGHTS AND OTHER CEILING ELEMENTS VENTILATION CALCULATION ROOM ROOM REQUIRED ACTUAL ARRA AREA AREA TAPROOM 1069 42.7 Dom (E9X82) 393 SPOLD WINDOW (%X60) 40A TOTAL 793 ' DIMENSIONS ARE OPERABLE PORTON OF WINDOW. ALL ROOMS, MEET THE MINIUM 4%OPERABLE WINDOWS AND DOORS AREA AND 8% UNOBSTRUCTED OPENING FOR ADJOINING SPACES, AS, REQUIRED BY IMC 402 Mw PROOF MECHANICAL PLAN 4 � 1/4'=I:G" DETAIL NOTES THIS SHEET 1. EXISTING ROOFTOP UNIT TO REMAIN. 2. INSTALL EFA NO LESS THAN 10'-0' FROM ROOF EDGE OR PARAPET WALL. EXHAUST OUTLET TO BE A MINIMUM OF 3-O' ABOVE ANY AIR INTAKE WITHIN 10'-O'. PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineenng vv 15m street CO BW2 ph: xoua No. Description Date .j0 WBed(I'u Y //ng aloe' 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by MO Checked by EM Sheet Title MECHANICAL ROOF PLAN Sheet Number M201 1.01 WORKWCLUDED A. The work included this division of includes famish- of labor, materials equipment, and cervi by P mg ,eq D ccs, Deluding minor items owned bed necessary in construct and echall the complete systems described by the Contract Diamondsand apply and are incl edinais pan of this the Mechanical Contractor. The general condition of the specifications apply and are included in this partofthis section. 1. Heating, Simulating and air conditioning systems 2. Temperature conal system 3. KitchensupPly and exhaust 1.02 CODESANDREGULATIONS A. Comply with scale and local codes, and utility company regulations. Finalf ngirreutians will be made by the local inspection authority. The Contractor to verify the governance of the following Codes, including ivy local amendment and supplementary codes such as One Cala of the National Fire Protection Association: 1. Building Code: 20181ntsmatimml Building Code 2. Plumbing Code: 2018 Intimidated Plumbing Code 3. Mechanical Code: 2018 International Mechanical Code 4. Fire Code: 2018 International Fire Cade 5. Gd Cade: 2018 International Poe] Gas Cede 6. pangs Cale: 2018 International Energy Conservation Code 7. Electrical Code 2020 National Electrical Code 1.03 EOUIPNIEM AND MATERIALS STANDARDS A. Equipment and materials shall be ads, UL -listed for the an intended, and free from damage or defect. They shall comply with tbe latest industry standards. 104 CONTRACT DRAWINGS A. Illustrate the general design and extent of performance required. All dimensions and loco suis shall be taken from the Arohitectural drawings. Consult with Architectural plan and locate all ceiling equipmentwhere indicated on reflected ceiling plan 1.05 SHOP DRAWINGS A. Submit products data and/or shop drawings as required by the Architect for firs following: 1. Insulation 2. Air handling equipment 3. Galla, registers, diffusers, louvers 4. Firedampers 5. Temperature controls, system, and components B. Quality of specific equipment at established by manufchmers catalog number Attefition caused by ivy Substitution shall be accomplished d no additional expense to the Owner. C. Manufacturers not listed may submit for acceptance as an "approved equivalent" Requests fm an "equivalent' means "approved equivalent". Poo copies of inch submittal mai be received by the Engineer seven(7) working days Pomo bid due. 106 WARRANTY A. The Contractor shall be responsible for the successful operation of mechanical system, equipment, and vatauls installed order this Contract for a period of one year man the die of final continue. Defmiive Napped or materials shall be repaired or replared o no expense to the Owner. Provide fon complete service and maintenance cans spied at equal intervals dung the wananry period. 1.07 PRODUCT HANDLING AND CLEAN UP A. Equipment shaft tic left clean and undamaged, to the satisfaction of the Owner. The Gmdal Condition take precedence. B. HVAC equipment shall not be used during wntmclion as a mews to heat or cool the space, colas specific approval is given by the owner. If such equipment is used, it must be completely cleaned and repaired as n«essmy. Cleaning involves replacing all filters; cleaning all coils and bed exchangers; inspecting fwd, plenums, and dudwork and clewing as directed by the owner 1.08 CUTTING AND REPAIRING A. The contractor shall be responsible for ell cutting, drilling, welding, and repair required f his portion of Ole wed. CosNiwie with the Amhit"L The General Conditions take preadenea 1.09 OPERATING AND MAINTENANCE DATA A. Provide the Owner with operating cod maintenance instructions (fur copies) request for operation of all mechanical Systems. Bind the writes instructions in a notebook. The General Condition take precedence. The marmals shall include the following items: 1. Operating manual and spare pails list for each piece of equipment. 2. Preventive mainedwa schedule for lubricating and checking each piece of equipment. 3. Intmedons on who o call far service during the warwty period. 1.10 PERMITS A. The contractor shall pay for all fes, taxa, secure permits, licensed, and inspection nequirN for the Pathan 1.11 TEMPORARY SERVICES A. Provide temporary water service for conuctio t, as required by the General Contractor. 1.12 COORDINATION A. Coordinate outlet device and equipment lomuons with the Axhiteciurel Plans and wish of other tnda. Lwale an horizontal cod vertical lines to avoid irdcrfmcemd in provide functional use of all equipment. Venlyelectricalpow« chaatefames before ordering equipment. B. Elecaical work performed by this comment will canf dno the standards of Division 26-28. Mechanical equipment moors cod controls shall be trashed, set in place, and wined according with the following schedule unless otherwise wed mspecified. MC -Division 21-23 EC=Dlvisian26-28 Fum sem Power Control Inn ev ev wood Syrian Cmbinuiansmmrs MC EC EC MC Wamosmrmdma MC MC FC - Motmemmn&QLulays MC EC EC MC Oimanenswnches EC EC EC MC vandiespisaribeanrs(D EC EC EC - Vonsist $wTi Deem' MC EC 5C MC Control ure Sauislmets MC MC EC MC TwassTod. Controls cmmollmvek MC MC EC e Temp.Cordatcwinswnmg MC MC - MC AcmmmaMsdmoitlwisna MC MC - MC Pusbbuwrc id lights MC MC - MC Noonowslfix EreMC MC - MC m�onam .olmad EC EC EC - C. The genial guideline fm the division between central (by MC) young and power wiring (by EC) is that power wining conies the capped which energizes a moor, carol wiring does not. Conal wiring may be 12OV, which would In the responsibility of the MC. Control moors are wired by the MC. D. Examine the site and become aware of existing condition, uliues, and often issuer affecting the satisfactory completion of the project. 1.13 DELIVERY STORAGE HANDLEVG A. Provide necessary hauling and hoisting equipment Eroded the mmends of this Division before, during, and after installation. 1.14 AS -BUILT DRAWINGS A. Keefa a cmrmt sed of"as-built"drawings an site. Upon completion of Oa wink, fimish engineer with a reproducible prints showing the "as -buil[" ivstallatien. 1.15 PROJECT/SITECONDITIONS A. Visit the site to become familiar with location and the various condition affecting the work, including existing utilifies. 1.16 PLANVERIPICATION A. Ager completion of the bidding and selection prison, prior in awarding the contract, the contractor must review and verify the compact diamonds in then entirety, including those Mother nudes. At this time, discrepancies, conflicts, omissions, do in the conduct documents most W dacumrnled. Ab«ations an the around will be made at that time to include such item, as well other modifications which might be made by the Owner. After award of the emuct change makers pound by discrepancies, entries, omissions in the contract documents will nm be slowed. 2.01 EXPANSION JOINTS. GUIDES. AND ANCHORS A. Provide expansionjoints or loops, guides, and anchors in piping to allow for expansion and contractions. Expamionjoints Shaft be bellows type. 2.02 ELECTRICAL A. Lugs: Lugs for wrong camectiws shall be rated for copper and alummmn, nand shall have a minimum rating of 75C. B. Electric motors shall berated far the appropriate application: wed location (TEFC); submersible; explosion proof, VFD's, dc. 2.03 ACCESS PANELS A. The Mechanical catamaran shall fimish and General Contraction shall install access pwels where required f wads to equipment. The Mechanics CoMmcor shaft include the dist of installation in Inc bid. Accesspanelssollbeadequately sized, of a here approved by the Architect and shall be f or smsfactied ce ispared. 3.01 START-UP PROCEDURES A. Follow mwufacium's recommended procedures in starling up the eauipmmk damage caused dung start-up shall be optimal at no expense to the owner. 3.02 F[A GERS AND SUPPORTS A. Support equipment from the stnrcane to prevent saggin& India n& dowin& and vibrations, aid damaged to provide for expansion and conrcection. Brackets, clamps, and hangers shall be steel, except copper hangers will be and with copper piping. Flangen supporting vibrating equipment doll be provided with spring isolators. Chain, perforated iron orwire hmgasmendpe feed. HwgmwiflbeofatypedceprbleotheEnginmmdshallhaveawpacityandspaci u required by code. 3.03 LAW EMITTING MATER1X S A. All sealants at adhesives required fm the induration of mechanical & plumbing system within the budding envelope shall meet the requnements for low emitting materials as set for in the South Coast Air Quality Management District (SCAQMD) Rule#1168 (or LEED new dinnuctiov requirements), which includes but is net limited to: 1. Metal o Metal adhesive: VOC final of 30g/1. 2. Fiberglass adhesive: VOC limit of80g/L. 3. Muldrimpase construction adhesive: VOC limit of 70 g/L. 1.01 GENERAL A. Balancing shall W done by an independent firm specializing solely in the discipline arbitrating an and water systems, and a member ofNEBB.. Firm desiang to famish services for this project shall submit for women approval during bidding. All air and Indiana systems shall be balanced using applicable proportionate Exposure. 2.01 TESTING CONDITIONS A. (Air) Before adjumaents are made, chink the system for such items as dirty filters, dud and damper Imkage, vibmtiona ex, All diffusers, duct sections, an and be adjusted in deliver design quantities within 501, An quantities shaft tic tested mutating filters being 5014 loaded. Adjust/replieve sheaves and belts as respired to achieve design air quantifies. Replace thermal moor overloads as required. 2.02 REPORT A. After all adjmmrnta we made, a detail wrimen report shall be prepared and submitted for approval. Final acceptance of tbe project will not In trade until a satisfactory report is received and field verified. The report shall detail tbe test equipment and balancing procedures being used; the general status of the system being Inted including equipment details; provide daca sheds indicating the required and actual CFM of all outlets and inlds. SECTION 230700 -INSULATION 1.01 QUALITY ASSURANCE A. All insulation shall have a composite rating (insulation, jacket and aAtesiven not exceeding flame spread 25 mM smoke developed 50. 2.01 REFRIGERAM PIPE INSULATION A. Insulation shall be l"thick, clnedcell, dantomuc pipe insulation having a conductivity of 0.29 at 75 "F mean: B. Exterior piping insulation will be pointed with a white solved based alkyd fnish(AnraRex AB or equivalent), including all fittivgs, valves, etc. Jacksradinsulationwdlbesealedweathertightandin WledM« uftcmasimuc ora Where exposed in physical damagq exterior piping insulation will be covered wild alummumjacket, including all finings, valva, etc. Jacks and insulation wiff be sealed weathertight and installed per manufacturers instruction. C. Insulation shall x Amoceff "Arta affex" d equivalent by Johns -Manville, OwmsComfg. 2.02 DUCT WSULATION. WRAP A. Duct wrap insulation shall be flexible fiberglass insulation, ) fact, with factory -applied, reinforced, aluminum foil vapor harder, Insulation shall have a K -fader of.25 d 75 °F mean. B. Dud comp shall Ire handled as follows oras shown an the plans: 1. Supply air duds(hcated slime} 1-12" 2. Supplyanducts(wheatedspacep 2" C. Wrap shall In Johns -Manville "Microlite" or equivalent by Owens -Coming, Contained or Knauf. D. At the co mi don's option, the above specified dud comp nay bereplaced with dud liner or equal or greater thickness. 2.03 DUCT LINER A. Duct lin« shall be 1-1/216 density(3.016 finexterimducN), consmictedofglass fiber lin«. Tho airstream surfaceis cored with black"redter surface. Liner shall have a"K" value of0.24/nich at 75F wean. B. Dud liner shall be insulted as follows or as shown on the plans: 1. Supplyadducts: I". 2. Exterior supply, rerun, or make op nit duds: 3" 3. Edwin air ducm(withln IS of fan): 12" 4. Outside air intakes within space: 1" 5. Treated make up an within space: (not insulated) C. Lind shell be ]ohms-Mwville "Limcoustic" or ryuivalent by Ower&G ming, Cemaineed or Knwf. 3.01 PIPE(FIBERGLASS) A Sure cloth with aMaive afapliedto s [ laps ofeloth. Jacket overlap on longitudinal seams ant ends ofpipmg insulation shift be pasted down with a youngster adhesive. B. Provide pre-fomad isocyanmate or calcium silicon find pipe support with meal shield at all pipe supports per mwufctders instructions. Insulation must not beinterrupted for carports, etc. C. Pipe saddles shall be type M-URSA as manufactured by Industrial Insulation Sales, or equivalent 3.02 PIPEIELASTOMERICI A. Insulation shall be soled slip-on installed prior to connection. Bunjoints shall besealed with manufactupe's adhesive. Where slit sums most In installed seal the sum with mawfsdurer's adhesive. Finings shall be insulated with mdercut Fares of insulation according to manufacturers insmictiom, or insulated with similar shat insulation installed according to mavufacNref s instructions, B. Provide wood blacks and meal huger shields at support strap Incomes on horizontal pipe run. Insulation will not In unworried for supports, dc. 3.03 DUCT WRAP A. Wrap the fiberglass blocked mind the ductwork with 2" maddening flange stapled at b" on center. Ship the lap of mutation and staple the fazing thready he the overlapped foil. Secure the insulation to the ductwork with 18 -gauge galvanized wire at 12" on center. On duds larger than 48", use mechanical fenders an Ole bosom of the dud. B. Tape inflames with 3" wide foil reinforced hi ft fire. Tape all pin penetrations or pmaones in the facing. 3.04 ACOUSTIC DUCT LINER A. Liner shall be secured to all duct surfaces by Pressing into cod adhesive, applied to Ilius, of the duct surface. In addition, liner shall be held in place with insulpins welded in data and with clips slipped over the pina. Insulpim shall be located p«SMACNASumdwft. Liner shall be lapped cod compressed in all fourcomers ofthe dud. Bothupstrcamand downstream transverse edge shall be coated with adhesive, coated a minimum of I"over the edge in all places. 1.01 SCOPE A. Finnish, iniall, and place in operation a complete system of automatic temperature controls. The temperature conal contractor may be the mechanical remainder or approved sub -contractor. & Acceptable automatic temperature control equipment manor mards shill be Honeywell, Johnna Controls, or ennmis famished by the specific equipment manufacturer. C. The corttol system shall include all components and orientations necessary to Provide a complete system All aimed for automatic temperature controls, regardless of voltage shall be the responsibility of the ATC Contractor. 120VAC work shall be installed in conformance with requirements of Division 16. The Temperature Control Contractor shall oordinacc if electrical work associated with his installation with the Electrical Contrucon Power wiring fin all equipment, shall be the responsibility of the Electrical Contractor. 1.02 OUALITY ASSURANCE A. Upon completion of the work, instinct the building operating personnel and provide two (2) complete sets of operating and mama instruction booklets. B. Submit copies of complete towerawe control sugars with written "sequence of co l" and factory -printed specification dam sheets covering each radial device proposed in be used, prim in instillation of any equipment or pad or System. 1.03 SERVICE AND GUARANTEE A. The Contractor shall Sammare the mural system installed under this section of life specification to be five them defects in workmanship and material under normal use, and agrees o provide service fm one (1) year after adeptawe by the Engineer or of beneficial aupanty of the budding. Any defects in worlwaosfp or material dung this time wall In conceded at no charge to the Owner. 2.01 THERMOSTATS A HVAC unit thermostats slid] be low -voltage, piogramwable, besting/cooling type with fu on -aro switch. Units AMI be HoneywellTRabdotequlvalent. Where shows, provide compatible remote bulb senor: Honeywell C7772AIM an equivalent. 3.01 SEQUENCE OF OPERATION A HVAC veils shift each be controlled by a beaung/cooling thermostat. B. Toils exhaust fans shall the examples] with associated lights. C. Dishwasher hood exhaust fan shall be controlled manually. D. Kitchin hand exhaust fans shall be interlocked with MA unit for simultaneous operation. Provide fire Warm interlock as required by local impeder and/or fire chief, Unless otherwise required as mentioned above, all will be domergind by Signal from any hood fire protatien system. IGichen band exhaust fans shall be automatically activated when Sudden commentaii (via thermostat in hood collar by bond vendor). E. Activation of a duct detector shall shut down its respective HVAC unit. SECTION 23 30 00- RVAC AIR DISTRIBUTION SYSTEMS 1.01 DUCTWORK A. Gen«al All ductwork shall be constructed sMctly according to the latest ASHRAE, SMACNA, and IMC standards. Dud sizes shown are imide clear dimeasione; memos sizes inside lining for Ivied ducts. & Shed Medal: L Sheer metal shall be constructed of coded galvanized sleet of lack -farming grade Summoning in ASTM Standards A-653/A653M and A-924. Reinforcement shall be constructed of galvanized steel. 2. Duct thickness shall conform to the above stwdards. Where there is athscrepanty, the greater thickness shall apply. Reinfcement joint type, spacing and thicknesses may Ix round d the contractors discretion, in conformance with the above standards, except where specifically noted. Transfer diets across rated corridors shall be 26 gauge, or as required by Code. 3. Round ductwork expand to the public will be galvanized steel, spiral wound, maintaining in a Clem, slurry appearance, and not utilizing visible scaling material. Concealed owed ductwork my spiral wound, or sap link type galvanized steel ductwork. 4. Sealing: All longitudinal and tramcdsejoints in ductwork shall W sealed with Mmi Industries Eta Dud Seal 44-50 or equivalent as follows: a Maio supply ductwork shall be sealed to SMACNA Class B Standards(3"W.G. or less). b. Rewmeduiust cod sopplY ductwork shallbexaled to SMACNA CIns BSandads(3"WG. mlws). c. Retain, exhaust and supply ductwork downstream of mils and VAV Waxes shift be added to SMACNA Class C. G'V.G. or less). 5. Lacon: Sheet meal may be used throughout the roped. C. Flexible Ductwork(I'Mymd find): 1. Flexible ductwork shall be conducted ofa spring steel helix supporting aplastic core. It shall be madded with 1" fi lass having a density of [b./cull, The insulation is sheathed in 1 batridjacket. berg g ty cThe duo J 2. The duct shall ar rated d 10" w.. and a meximmn Salad of 4000 m. The don shall be listed in conformance g. ty fP with UL ScaMard 181 Class 1. 3. Flexible dud shall be limited to a maximum length of 2', as a means of connection boxes, diff sers, dic. to We duct System. Unimuladed flexducd may be used when the adjacent ductwork is uninsulded an confined. 4. Flexdud shall be manufactured by Hart& Cooley, Clevaflex or equivalent. 1.02 DUCT ACCESS DOORS A. Where madind dampers, fire dampen, control equipment in. are installed in ducts, and far cleaning ductwork, needs doors shall be provided in the ducts, made antight with gasketed edges. Use Verrclok, or equal, sponge under an felt gnketivg material. The doors shall be double-wall construction wit 1"of rigid insulation fill and shall be attached to the duct with cam latches. Omit access door initiation and double-wall construction if ducts are not specified to be insulated. Access doors shall be constructed of the same materials as the ductwork. B. Provide access prods where required for access to She "End Access Doors" IfWae access panels are plaid in fife -rated walls or ceiling or Boor, then the access panel shall have the same rating. 1.03 FLEXIBLE CONNECTIONS A. All supply and exhaust fans and other air handling suits with cod and outlet dud or casing connection shall have a flexible connector in each connection. Connector shall be made of at Inst one layer of V«nglas, two -side, neoprene -visaed, heavy glass fabric, Underwfers' approved and labeled as manufactured by Ventfabrics, Inc. 2.01 GRILLES REGISTERS AND DIFFUSERS A. Provide grilles, registers, and dif odds of the size and type shown on the plan. Galles, regnders, and thffusers shell be made of steel with a baked white enamel finish or extruded aluminum with clean finish, as indicated for each grille, register, or diffuser. Secure GRD's to drature where expanded by Rex ductwork, or where required by local bale. Paint ductwork visible behind GREYS Rat black. G R D's shall be manuferwed by Titus, Price, Metallai e, or equivdent 2 02 DUCT DETECTORS A.Duct smoke decectors shall be solid note photo -electric type. Detector shall include air sampling chamber with sampling Was extending through the width of the air duct. LMAhirmsarnindicoinglightsshallbevisibleon Wefmntofthe detector. Key controller test and reset switches plus an easily adeadde est jack shall be Provided. Theyshallinclude alum relay comate (DPDT) tapable of handling loads of up to five (5) amperes at 210 VAC or 28 VDC resistive. Unit MMI have self-contained power supply requiring 120/22W40V power. Defector shall imlude aremote indicating fighbted switch (this may be delded if the unit is clearly visible and readly accessible). Provide necessary interlocks with air handlers, smoke dampen, etc as required by the local fire department, including relays, tmmformers, ere. Detectors Shall te listed by Underwaters' laboratories for use is air conditioning and vmtilaug duct systems in compliance with the National Fire Pnoteuon Association and UnderwritersLaboratories, Standard UL 169. 2.03 EXHAUST FAN CEILING A. The ceiling exhaust fan shaft have a steel housing with a galvanized or baked enamel finish An aromatic bark -draft damper shall be located within the duct connector and have cushioned stops. The fan wheels shall be balanced centrifgal and shall operate d less than 1200 rym. Fan shall bear the AMCA certified meting seal and the U.L. label. The entire fan, moor, and shed assembly shall be removable without disturbing the housing. Fan moors Awl Ise grounded and mounted an vibration isolators. Fans shall be Penn Zephyr, Gremheck, Cook Gemini, or approved equivalent. 204 EXHAUST FAN. ROOF A. The roof -ranted exhaust fans shall have a spomaluminum honing. The fm wheels shall Ie dynamically Enhanced, aluminum, centrifugal BI. The motor shall be belt -ave, open drip -proof type, momded internally an vibration isolators. Fan shell bed the "CA certified ratings seal and the U.L. labels for rating under U.L. Std. 962. Fan shall be controlled as scheduled in Section 23 09 W Controls. Fans shall be Gre rdieck" Pew, Cook Arm, II& Comes, or approved equivaled. 2.05 AIR MTAKE AND DISCHARGE LOUVERS A. Exterior stationary louvers shall be anodized aluminum galvanized steel 4" blades an 2-7/8" criers at 30 deg with return bends. Louvers shall be weatherproof Sul in Game, secure, and cwRinn openin& Provide galvanized steel 12", 19 -gauge wire mesh behind lamer. Size pec the plan. B. Approved woodwinds shall be Louvers wed Dampers, Abstrmm, Dowty, Raskin, an Tins. 2.06 AIR FILTERS A. Provide nirfilters where shown on the drawings. Filtmsollbefgid,thaw-awaytyttecanstrurtedofplmtedfiber instantly with metal mesh support mane across both faces of the media Thickness will be 2", unlae 1" is the maximum thickness allowable Fillers shall have a UL listing of Class 11 and an average 3014 efficiemy rating of ASHRAE Std 52-96. Filters shall be Fan 30.30 or approved equivalent by Air Filters, Inc., Eco -An, Cambridge, or American Air Filter. 3.01 DUCTWORK A. Provide duct system, cormecdiona air balancing dampers (opposed blade dampers where the take -off is in inaccnsiblc ceiling), dampers, dud add, housing, hinged shed meal doom, and necessary removable access doors for the complete supply, rieuin, and exhaust systems. Provide access doors in ductwork wherever required for Madonna and maintenance of dampers. B. Duct workmanship. Dudwod shall be conatrucled and erected in a workmanlike wound. Ducts shall be straight and smooth on the inside with neatly finale djointa air -tight, and We from vibration. The intanal ends ofslipjoir m shall be made in the direction of the air flow. The ducts shall be securely atiwhed to the building command in an approved answer Changes in dimensions and shape of the ducts shall be gradnal. Net sizes fall within the limiting dimension indicated on the drawings unless abstain approved. C. Duct tuns. 904 elbows up to 18" widened 45o elbows shall consist of aninside media Moor less than half the width of the duct, or be finished with air fail type duct vanes with 2-1/4" blade spacing. Shop fabricated duct vanes shall conform to details of the Sheet Metal and Air Conditioning Compilers National Association manwl. D. All dimension she" an drawing are inside dimensions. Consider shall make a0 reards for tax=[ lining where called f on drawings or elsewhere in this specification. E. All functions, Winds, maps, or elbows in dl dome shall have a large radius Parisi radius equal to 1-1/2 times duct width)in the throat in ordero minimize the frictional resistance. No short radius turn orjuntion will Wallowed unless riming blades of approved design are provided. Single vane -turning vanes shall be provided for all square was. F. Galvanized or aluminum angle iron amps shift be installed d points where ducts penetrate walls to close off the space between the wall opening and the dud O All fittings shall be lack welded on 3" centers and sealed with neoprene sealer to ensue quit they do ad leak ware than 1% when trwsadee joints are sealed. Areaswhmplvwizehasbembumedoffshdlbepainte& Brandralogffsof mainshallbe45degrere"wye"typewhmre Bible. C nicdtakwffsallowedwhere"wye"won'tfit Painitheinideof ducts flat black, where visible Brough grilles, registers or diffusers. B. Finings fm roved or oval spiral wound ductwork shall be installed per the manufacMers inactions. 3.02 ROOFTOP MITS(HVAC, MUA. COND. ETC) A. Meant waling wits an l4"H cubs an as noted. Units will be mounted level. Where mut does not completely cover curb, Provide galvanized metal cap for weatherproof seal. B. For wits with compressors (including HVAC mats, coodeosing uwx kitchen containing arms, dc) Install at lent two layers of th" gypbeard layered with R13 hat insulation for sound attenuation within the roofemh, xacath the compressor sedon Where cads have been provided over concrete pads, this is not required. C. For wits with couldence drabox, provide fill size PVC traps. Route discharge so coadensate freely drain away from suit. D. For wits with water anchor dram cordectimna puce up within unit or curb where Possible. E. The nonfattening beneath the unit will be closed up and sealed tight; caulk or silicone dud penetrations. F. provide flat working smile adjacent to wit, as required by code, including handrails, access drops, de. G. Label dl wits per the plans, or as directed by the Owner, using spray paint wed 3" high stencils, or as directed by the building owner. 3.03 AIR FILTERS A. Provide three complete sets defend, 30%di5cied films: construction phase,replacernmijmt prior to olwctn& cod replacement set o the Owner. B. Air handlers are not intended one used during mnetruction fm hinting or cooling. The construction ad is intended to Protect the equipment dung initial startap wed preliminary testing. C. Filters shall be installed in factory -assembled filter hwks. Enclosure shall be provided with access doors, gaskets to provide dr -fight seal, and dud or equipment connections. D. Filled slid] be manufactured by Fen or American Air Filter. 3.04 CONDENSATE DRAM A. Provide coodeman drain & overflow piping or Provide conference chain Piping & overflow Float in Sanderson Dao, interlocked with the blower. Size cendemde piping as noted on plana or in match equipment drain outlet six, whichever is larger. 3.05 REUSE OF EXISTING EOIRPMEM A. Existing HVAC moflop equipment which is being reused as shown an the Standings must be happened, tested, and cleaned. The inspecting and testing shall consist of. 1. Clean inside of adds, including all condensing and confirmed coils, and din and dust accumulated in return area and an dampers. This includes removing debris throughout. 2. Test Somewhat fm proper operation including complete mage of motion. 3. Check blow«(s) mounting, belts, cod bearings. Lubricate bearings and replace belts as required. 4. Check refrigeration levels and replace as necessary. Repair any leaks to refrigerant system. 5. Check pursue fed Sacks and rat Check operating, high limit prolepfion, has interlock. 6. Check wiring, relays, fns circuit board, and ventures. Repair, recorded, wed no-mpport as required Brightly clean any questionable connections. 7. Clean drain pans, condensate traps, and piping. S. Remove abandoned components on roof such as compressors, refrigeration canisters, fan belts, etc A Test performance: refrigerant entafng/dscharge Pressures; temperaoue drop across coil(s);ompereture rise across [mace. B. Provide or estimate to the owner fm the cast of repairing any significant damaged compounds. 3.06 DUCTWORK TESTING A. If leakage in excess of 5% of the system design flaw is indicated after a balance and ndju rat, reseal to eliminate excess leakage. Replace defective material or workmanship at the Contractors expense wed ted until the same has met the approval of the Engined. B. All ductwod operating at static pressure in excess of 3" W.G. and exterior duuved shall Ise leak -tested per SMACNA standards. A minimmn 25% of all ductwoh shift be lased and the maximum permitted leakage shall be LMAX= CLPRA5. PATH architecture 21 + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering n5m street COBcdevc mrsi oh: snAsia .dua No. Description Date d0 Wheatz' Y �4im 49 p1Nso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by MO Checked by EM Sheet Title MECHANICAL SPECIFICATIONS Sheet Number M401 EXST BREWERY EQUIPMENT PLUMBING SCHEDULE KEY DESCRIPTION CONNECTION WASTE COMMENTS WTO FLOOR DRAIN/SINK PROVIDE MANUAL SHUTOFF VALVE, COORDINATE FILTER WITH OWNER (FILTER BY OWNER INSTALLED BY P.C), W TO FLOOR SINK/ORAIN CW HW W DW 2 lDRAFTTOWER V2 (FLTRD) (2)3/4' 1/2• 3 DRIP TRAY / GLASS RINSER 4 HANOSINK VZ 1/2' Z" PROVIDE TEMPERING VALVE PER DRAWING SET TO PROVIDE VI 5 3 -COMPARTMENT SINK VZ 1/2' (3)1-1/2' CHECK VALVE ON HW (WATTS LM, IW TO FLOOR SINK17RAIN, P.C. TO CONFIRM MIN. %O'F WATER TO COMP. SINK 6 1 -COMPARTMENT SINK 1/2' 1/Z 1-1/2' WTO FLOOR DRAIN/SINK 7 GLA%RACK 1/Z IW TO FLOOR DRAIW5INK 5 ICE CHEST1/2• (FLTRD) PROVIDE MANUAL 91-1 VALVE, COMOINATE FILTER WITH OWNER (FILTER BY OWNER, INSTALLED BY P.C.), IW TO FLOOR ORA WSINK T WATER STATION 12 (FLTRD) 1/2• PROVIDE MANUAL SHUTOFF VALVE, COORDINATE FILTER WITH OWNER (FILTER BY OWNER, INSTALLED BY P.C.) 12 BOCA GUN FILLER 1/2' IW TO FLOOR DRAINSINK 13 UNDENTER D RCOUISHWASHER 1/Z1' PROVIDE SHOCK ABSORBER (WATTS SERIES OS), W TO FLOOR SINK17RAIN, 40.5 SPH 15 UNDERCOUNTER BTEMWARE RACK 1/2' IW TO FLOOR DRAIWSINK 16 GLASS RACK 1-1Y3' IW TO FLOOR DRAIWSINK NOTES: 'COORDINATE ALL ROUGH -IN HEIGHTS AND LOCATIONS WITH BREWERY EQUIPMENT VENDOR AND/OR OWNER. GENERAL NOTES DETAIL NOTES THIS SHEET A. PLUMBING CONTRACTOR TO COORDINATE BOOMING AND H. NOT ALL ISOLATION VALVES SHOWN ON PLANS. PROVIDE 1. EXTEND AND CONNECT NEW SANITARY WASTE TO LOCATING OF THE EXISTING SANITARY LINES PRIOR TO ISOLATION VALVES ON ALL DOMESTIC WATER BRANCH EXISTING SANITARY SEWER IN APPROXIMATE LOCATION STARTING WORK NOTIFY OWNER OF ANY DIPS, BENDS, PIPING. COORDINATE ANY AND ALL ACCESS PANELS WITH SHOWN. FIELD VERIFY EXACT LOCATION, PIPE ROUTING BELLIES, SAGS OR BREAKS IN EXISTING LINE THAT REQUIRE ARCHITECT. AND INVERT ELEVATION AT POINT OF CONNECTION. REPAIR. B. FIELD VERIFY ALL PLUMBING SYSTEMS, PIPE SIZES, LOCATIONS, ROUTING AND SERVICE IN THE AREA OF WORK PRIOR TO THE START OF ANY WORK C. REFER TO SCHEDULES, DIAGRAMS AND ISOMETRIC DIAGRAMS FOR ALL PIPE 91ZE5 NOT SHOWN ON PLAN. PIPE SIZES OF EXISTING PIPING SHOWN ON PLAN ARE TO BE FIELD VERIFIED, NOTIFY ENGINEER OF ANY DISCREPANCIES. D. FIELD COORDINATE ALL EQUIPMENT LOCATIONS AND PIPE ROUTINGS WITH ALL NEW AND EXISTING STRUCTURAL, HVAC, LIGHTS AND ALL OTHER DISCIPLINES PRIOR TO BEGINNING WORK E. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY AND ALL CUTTING AND PATCHING AS REQUIRED TO ACCOMMODATE HISMER WORK, COORDINATE LOCATIONS WITH GENERAL CONTRACTOR F. WATER SEWER, GAS AND ELECTRICAL CONDUITS MUST FIT WITHIN WALLS. CONFLICTS WITH OTHER TRADES MUST BE COORDINATED OR WORK WILL BE REDONE. (E. COORDINATE ALL ACCESS PANEL LOCATIONS FOR VALVES, SHOCK ARRESTORS, AIR ADMITTANCE VALVES AND ALL OTHER PLUMBING COMPONENTS INVOLVING ACCESS WITH ARCHITECT. EQUIPMENT GAS CONNECTION SIZE PER PLANS OR SAME AS APPLIANCE SIZE, WHICHEVER 15 LARGER. TRANSITION DOWNSTREAM OF ALL SHUTOFFS AND REGULATORS AS CLOSE TO APPLIANCE AS POSSIBLE WHEN PLANS CALL FOR LARGER THAN APPLIANCE. J. EXP09ED SEWER PIPING (TRAPS E INDIRECT DRAINS) MUST BE COPPER EXCEPT FOR SODA MACHINES (PVC OK). RE: PROJECT SPECS. Q O 3"VTR © a ----� 2_FO 12 O31 3"75 i 7/�� r{�1 .r1N \T I O 2 0 I ZAA WCO 3"F5 r 2. PROVIDE NEW 3VTR IN APPROXI MATE LOCATION SHOWN, TERMINATION TO BE A MINIMUM OF 10'O' FROM ANY BUILDING OPENING OR MECHANICAL EQUIPMENT AIR INTAKE. COORDINATE ROOF PENETRATION WITH G.C. 3. ROUTE CONDENSATE PIPING FROM EXISTING WALK-IN COOLER TO FLOOR DRAIN IN APPROXIMATE LOCATION. PROVIDE MINIMUM TAR GAP AT FLOOR DRAIN. 4. ROUTE NEW 3'G FLUE AND COMBUSTION WATER HEATERS UP THRU ROOF IN APPROXIMATE LOCATION. TERMINATE IN OPPOSING GOOSENECK ELBOWS PER MANUFACTURER'S INSTRUCTIONS. S. EXTEND AND CONNECT NEW 3/4" COLD WATER TO EXISTING COLD WATER IN APPROXIMATE LOCATION SHOWN. FIELD VERIFY EXACT LOCATION AND PIPE ROUTING AT POINT OF CONNECTION. G. PROVIDE STAINLESS STEEL BACKFLOW PREVENTOR (WATTS 55009-0T5, LOCATED ABOVE CLOSET; SHOWN OFFSET FOR CLARITY) FOR SA5 LN A BOX CONNECTION. VERIFY EXACT LOCATION AND CONNECTION REQUIREMENTS WITH EQUIPMENT SUPPLIER. ROUTE DISCHARGE PIPING FROM RPZ TO NEARBY MOP SINK 7. CONNECT TO EXISTING GAS SUPPLY FOR EXISTING WATER HEATER ROUTE NEW GAS PIPING TO WATER HEATER AS SHOWN. CONPRIM 14' W.C. PRESSURE A7 SITE, NOTIFY ENGINEER IMMEDIATELY IF DIFFERENT. PROVIDE GAS PRESSURE REGULATOR AT WATER HEATER RE: DIAGRAM FOR ADDITIONAL INFORMATION. S. ROUTE DOMESTIC COLD AND HOT WATER PIPING DOWN BELOW SLAB TO BAR AS INDICATED. ROUTE PIPING WITHIN MILLWORK AND STUB -OUT PER EQUIPMENT SCHEDULE. 9. PROVIDE THERMOSTATIC BALANCING VALVE (CIRCUIT SOLVER CS1/2.120) IN WALL BELOW FIXTURE, COORDINATE ACCESS PANEL WITH G.O. AND ARCHITECT. RE: DIAGRAM FOR ADDITIONAL INFORMATION. — WOMENS RR HALL YT weaFo HAD 32VTR L_1 i'--- UR HUR WCO z 2_FD MENS RR _2"FD HI I Q I I y yr 104 IL _r— I WCO VI66— — 3F5 co11 TAP ROOM 101 0 I I" I t y � 1 1 i 1 /FIRST FLOOR PIPING PLAN /FIRST FLOOR SEWER PLAN PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering nsm n,�, met oh: xoua.aue No. Description Date 2 Bldg Dept Rev 06/24/2021 .j0 Wnedt''u �4/atyrs ,Nyr oc 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title FIRST FLOOR PLUMBING PLANS Sheet Number Pl.l LEGEND 7aGll Wjr KITCHEN / MEDICAL EQUIPMENT —A STORM - ABOVE PI .VAK STORM - BELOW FLOOR X02 OXYGEN SANITARY -ABOVE FLOOR NITROUS OXIDE (ej BANRARY-BELOW FLOOR (ER —G SANT TO GREASE —CV CIRCUIT VENT NORMALLY CLOSED COMBINATION WASTE AND VENT — WBTVFM —V SAN I'VENT WOO DOMESTIC COLD WATER — -- DOMESTIC HT WATER -- DOM. HT WATER RECIRCULATING —6 GAS —FS FIRE SPRINKLER — HT WATER SUPPLY —H — HT WATER RETURN — — CHILIFDWATEREUPPLY —CWI— CHI WATER RETURN —C CONDENSATE —5 STEAM a PLUMBING POINT OF CONNECIION URINAL, WALL HUNG, COORDINATE REIGHT WITH M HH RISER UP SLOAN WHS70C0-STG RISER DOWN ARCH. VR CHINA, FLOOR MOUNTED CARRIER BALL VALVE BURN X20 (CARRIER) BUTTERFLY VALVE URINAL WALL HUNG, COORDINATE RM HEIGHT WITH URINAL GATE VALVE SUDAN WBS -7C00 -STS SUDAN GAS COCK (GAS ONLY) VTT CHINA, FLOOR MOUNTED CARRIER BALANCING COCK M20 (CARRIER) CIRCUIT BETTER SERVICE SINK FLOOR MOUNTED MOLDED STONE CHECK VALVE FLAT MSB2424 PRESSURE REDUCING VALVE 24'%24-X10' HOSE SEWE1LL COCK ® FLOORORAIN ® FLOOR SINK ® ROOF DRAIN FOWERPDIRER VENT 12OMSH, 60 GAL CAPACITY, 138 UNION AO SMITH FLE(IBLE CONNECTOR GFH @ 100F, THERMOMETER 0 PRESSURE GAUGE FOAM INSULATION, 95% EFF. STRAINER FIRE DEPARTMENT CONNECTION DIAPHRAGM EXPANSION TANK 3.2 GALLONS WATER METER GA GAG METER DOMESTIC REI PUMP, IN-LINE, BRONZE, V2' UNION MECHANICALEQUIMENT 7aGll Wjr KITCHEN / MEDICAL EQUIPMENT —A COMPRE85EDAIR .VAK VACUUM X02 OXYGEN —N2 NITROUS OXIDE (ej ENSTNG TO REMAIN (ER INSI TO BE REPLACED (ED EXISTING TO BE DEMOLISHED NO NORMALLY CLOSED 2'FD 301 2"AA WOO OVERALL DWV ISOMETRIC DIAGRAM AA SHALL BE LOCATED A MINIMUM OF W ABOVE HORIZONTAL BRANCH DRAIN 4" MINIMUM AIRADMITTANCE VALVE RE: FIXTURE 5041EDULE WATE VALVE SHALL CONNECT FLOW TO THE DRAIN WITH A VERTICAL CONNNECTION IN AN UPRIGHT POSITION INSTALLATION OF ALL AIR ADMITTANCE VALVES SHALL COMPLY WITH SECTION 917 OF THE INTERNATIONAL PLUMBING CODE. AIR ADMITTANCE VALVES ARE NOT PERMITTED TO SERVE FIXTURES ON OTHER FLOORS. ACCESS SHALL BE PROVIDED TO ALL AIR ADMITTANCE VALVES. THE VALVE SHALL BE LOCATED WITHIN A VENTILATED SPACE THAT ALLOWS AIR TO ENTER THE VALVE. COORDINATE ANY ACCE55 PANEL(8) WITH G.C. AND ARCH 55 2"FD II � I I I I 2'FD 11. WOO 33"VTR R II II II > II r•1 II II II II EXISTING WATER HEATE1R=40MBH (REMOVED) NEW WATER HEATER =120 MBH (ADDED) EXISTING LOADS = 2600 MBH TOTAL NEW LOAD = 2720 MBH (MAXIMUM CONNECTED LENGTH =180 L.F.) COORDINATE INCREASE IN TOTAL CONNECTED GAS LOAD WITH LOCAL UTILITY COMPANY (XCEL ENERGY).COORDINATE REPLACEMENT OF METER AS REQUIRED -I L 11-9 7+L L-1 � II II �I� �I� BB I I I I a TYP,2 M011� �ti ��.. _...,..,} 120 MBH (NEW) (800 MBH) 0800 MBH "0 L.F.) HV2� W ry TV CONFIRM EXISTING GAS SERVICE PRESSURE is w W.C. (E) GAS MANIFO PROVIDE GAS REGULATOR FOR T W.C. OUTLET AT ALL NEW APPLIANCES J(E) —EXISTING GAS SERVICE EXISTING GRADE 7 PLUMBING FIXTURE SCHEDULE �OT V-11, ��I FITTINGS/ACCE550RIE5 2• Ab y° II VVII 4� 2'FD WI 2��V II I I OPEN FRONT WHIMS PLASTIC SEAT (NO -LID) UR ROUS IN WC II HANDICAP WATER CLOSET, TANK TYPE, FLOOR HUR WOO MOUNTED, SIPHON JET, ELONGATED BOWL,1.26 GPF, 2'FD /GO 3,— 168 RIM HEIGHT, IT ROUGH -IN WALL MOUNTED LAVATORY, OVAL VITREOUS CHINA, 4' ELECTRONIC INFRARED SENSOR METERING FAUCET, 0. 3TMO 071 41 05 GAM FAUCET, FLOOR MOUNTED CARRIER �HWC 2"F WTH BACK WITH BACK TO SACK INSTALLATION BRACKETS SINGLE SUPPLY, OFFSET TAILPIECE, INSULATED DRAIN EXISTING HI PIPING, FERFOR4TED STRAINER SANITARY VR URINAL, WALL HUNG, COORDINATE REIGHT WITH M HH SEWER 120 MBH (NEW) (800 MBH) 0800 MBH "0 L.F.) HV2� W ry TV CONFIRM EXISTING GAS SERVICE PRESSURE is w W.C. (E) GAS MANIFO PROVIDE GAS REGULATOR FOR T W.C. OUTLET AT ALL NEW APPLIANCES J(E) —EXISTING GAS SERVICE EXISTING GRADE 7 PLUMBING FIXTURE SCHEDULE KEY DESO PION FITTINGS/ACCE550RIE5 M'NUFACfURER/CATAILOGP WATER CLOSET, TANK TYPE, FLOOR MOUNTED, SIPHON TOTO CST744E (ECO DRAXE), SC534 WI JET, ELONGATED FOWL, 1.28 OFF, UH5/F RM HEIGHT, IT OPEN FRONT WHIMS PLASTIC SEAT (NO -LID) ROUS IN HANDICAP WATER CLOSET, TANK TYPE, FLOOR HI MOUNTED, SIPHON JET, ELONGATED BOWL,1.26 GPF, OPEN FRONT WHIMS PLASTIC SEAT TOTO CSTI%4EL OECD DRAKE), SC434 168 RIM HEIGHT, IT ROUGH -IN WALL MOUNTED LAVATORY, OVAL VITREOUS CHINA, 4' ELECTRONIC INFRARED SENSOR METERING FAUCET, 0. 3TMO 071 41 05 GAM FAUCET, FLOOR MOUNTED CARRIER GPM, HYDRO-SELFAOWERED W/BATTERY BACKUP, TORO T1s -D10E WTH BACK WITH BACK TO SACK INSTALLATION BRACKETS SINGLE SUPPLY, OFFSET TAILPIECE, INSULATED DRAIN 21231 ZURN 21291 -EZ -D (CARRIER) PIPING, FERFOR4TED STRAINER VR URINAL, WALL HUNG, COORDINATE REIGHT WITH M HH WATLfiELE55 ANAL SLOAN WHS70C0-STG ARCH. VR CHINA, FLOOR MOUNTED CARRIER BURN X20 (CARRIER) HA URINAL WALL HUNG, COORDINATE RM HEIGHT WITH URINAL WATERLESS, ANAL SUDAN WBS -7C00 -STS SUDAN VTT CHINA, FLOOR MOUNTED CARRIER M20 (CARRIER) 55 SERVICE SINK FLOOR MOUNTED MOLDED STONE FAUCET WITH VACAREAKERINTEGRAL CHECK VALVES FLAT MSB2424 24'%24-X10' AND SUPPLY STOPS, FLAT SST STRAINER CHICAGO FAUCET 697 -CCP GAS FRED CONDENSING WATER HEATER GWH FOWERPDIRER VENT 12OMSH, 60 GAL CAPACITY, 138 PET RELIEF AO SMITH GFH @ 100F, STH 12C FOAM INSULATION, 95% EFF. ET DIAPHRAGM EXPANSION TANK 3.2 GALLONS AMTROL ST -6 DOMESTIC REI PUMP, IN-LINE, BRONZE, V2' UNION CP CONNECTION, INTEGRAL CHECK VALVE, COW, 1201 OS AUTO TIMER KT, UNE CORD GRUNOFOS GPM @ 6'H UP 19.10 BUCS/TLC FD -1 FLOOR DRAIN, ADJUSTABLE CAST IRON SUMP ROUND NIKAI.OY STRAINER, INLINE TRAP SEAL JOSAM 30000A SURE SEAL FI FLOOR DRAIN, ADJUSTABLE CAST IRON SUMP ROUND NIKALOY STRAINER WITH CONDENSATE FUNNEL, J09AM 30OCOA.F4 INLINE TRAP SEAL SURE REAL FS FLOOR SINK PORCELAIN ENAMELLED, 12 AI HALF GRATE, CHLORALLOY MEMBRANE (EXCEPT IN SLAB JOSAM 49340A ON GRADE) ROUND NIKALOY TOP (SUBSTITUTE SQUARE TOP OHI IN CLO FLOOR CLEANOUT, CAST IRON HOUSING TILED AREAS, CARPET MARKER (-14) IN CARPETED AREAS) J05AM SSOW-1 WCO WALL CLEANOUT STAINLESS STEEL ACCESS COVER (JOSAM 56600) JOSAM 3691619 WH FREEZE PROOF WALL HYDRANT, TEE KEY HANDLE VACUUM BREAKER WOODFORD MODEL 66 AA AIRADMRANOENALVE LOCATE UNDER SINK STUDOR VENT MINI -VENT SA SHOCK ABSORBER JOSAM 7500-5 GFV I GAS PRESSURE REDUCING VALVE, 2951 INLET, SET TO VENT LIMITER(MAB) IF INSTALED INDOORS. MAXITROL 31 10' W.C. MAX SINGLE APPLIANCE - 32EMBH NOTES: PC IS RESPONSIBLE FOR ALL ANCILLARY EQUIPMENT AND RTTING6 TOPS, FLEXIBLE TIMING, ESCUCHEONS, I NEEDED TO CONNECT MIXTURES H.W. SUPPL RECIRC REFER TO MANUFACTURER FOR INSTALLATION AND CLEARANCE DETAILS VACUUM RELIEF - VALVE (WATTS N360) III M1 SIZE AND INSTALL COMBUSTION AIRNENT BASED ON MANUFACTURER'S INSTALLATION GUIDELINES $ FIELD CONDITIONS: SLOPE ALL PIPING BACK TO WATER HEATER AIR ADMITTANCE VALVE DIAGRAM 6 GAS MANIFOLD AND METER DIAGRAM 5 GAS COCK TYP. DOMESTIC HOT WATER SUPPLY DOMESTIC COLD WATER SUPPLY GAS VENT PIPE AND RECIRCULATION PROVIDE DIELECTRIC HEAT REGULATOR RE: PLANSIIIITRAP FITTINGS (CAMCO 1023 wc (MIAXTIROL RVI ACCESPWATER— ALL OR EQUIV.) AT INLET ANDPLASTIC SEALER PIPE CLAMP (OR UNISTRUT) PANELOUTLET OF TANK, IIICOORD. STORM COLLAR EXHAUST FLUE/CONDENSATE W/ARCHTLONE FLASHING O HECK VALVE TRAP A55EMBLY WITH Pirr RELIEF NEUTRALIZER (AXIOM NC -1 OR VALVE. PIPE COUNTER FLASHING TYF EQUN), ASSEMBLE PER MFGR'S TO FLOOR INSTRUCTIONS. ROUTE FULL DRAI WSINK SIZE INDIRET TO FLOOR GALVANIZED STEEL DRAIN/SINK PROTECTION SHIELD SA IN IN VALVE, SEOLD WATER ,--[� 120 y TO OS GPSUPPLY STOP T• 25',0 GALVANIZED ROOF ASSEMBLY PER \\'y// SUPPLY STOP (WATTS LFMMV) I�III L WATER HEATER PAN ARCH DRAWINGS FIELD COORDINATE BALANCING VALVE LOCATION AND ACCESS FINISHED FLOOR Y PIPE SLEEVE AND PANEL WITH GENERAL CONTRACTOR AND CASEWORK • COORDINATE ROOF PENETRATION AND CAULKING, SEAL PIPIN MAKE CONNECTION WITHIN 2'O' OF FIXTURE FOR COMPLIANCE OF 2015 WEATHERPROOFING WITH G.C. WATER TIGHT IECC SECTION 04045 FOR PUBLIC LAVATORY FAUCETS • VTR TO BE LOCATED A MINIMUM OF ALL PIPING TO BE INSULATED AND SHOWN AS SINGLE FIXTURE INSTALLATION, CONFIRM IN FIELD ALL PIPING TO BE 1-V2" UNLESS OTHER INDICATED 1I FROM ANY BUILDING OPENING OR MARKED WITH FLOW DIRECTION SHOWN AS SINGLE FAUCET SUPPLY, PROVIDE ADDITIONAL CW SET TANK TEMPERATURE TO 140°F MECHANICAL EQUIPMENT AIR INTAKE INDICATORS, RE: SPECS SUPPLY WHEN FAUCET REQUIRES NTS M5 NT M VENT THRU ROOF (VTR) DIAGRAM 4 PIPE SUPPORT INSULATION DIAGRAM 3 MIXING VALVE DIAGRAM (IECC 2015) 2 1 GAS FIRED WATER HEATER DIAGRAM 1 PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path21arch.com Consultant Team MEP Boulder Engineering nsm SI ph �aCO KUV . .« MA No. Description Date 2 1 Bldg Dept Rev 06/24/2021 � 0 %N herI'o' Y 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title PLUMBING DETAILS & SCHEDULES Sheet Number P3eI 1.01 WORKINCLUDED A The work included by this division of the cifiarime includes touts' all labor, mat -equipment,and services Y pe luog deck, DoincludingDocuments and items ed bolo but necessary to construct and install We complete systems described ndthe Contract Documan6 andply and below. "Cmtraa"'refemto the Fire Sprinkler Contractor. The geneol rndifons of the specifications apply and are included in this part of this section. 1. Fire sprinkler systems 1.02 SEE SECTION 220500FORBASICMATERWSAN➢METHODS 1.01 WORK INCLUDED A Provide complete automatic fire protection systems, including but not limited in inside piping, springer heads, valva, hangers and support, sleeves, fire department connections and addend, fire hose cabinets, valves. Entire installation shall be as required by the local whonties. Consult with local authorities a determine all local requirements before submitting a bid. 1. The sprinkler systems) shall ben follows: Wet system throughout, Extend the existing wet fire spoken system throughout the space, as required by limit code. B. Secure and pay for all necessary permits and cemificima of imposing, and present to Comer with the signed certificates of fins) inspection. C. Coordinate this work with all other below an m 0 have a minimum of interference. INSTALLATION SHALL NOT BEGIN UNTIL DIAT IVORK IS INSTALLED OR WRE TEN AUTHORIZATION IS MADE BY THE OWNER D. Accomplish all necessary cutting and patching for installation of piping and equipment, and provide all coming as innocent by Architect. Where necessary to cut chases in walls, reimbrce walls as directed. Allen work is would, patch holes to matchorminalf. Tiff. E. The system design including pipe sizing and location, configuration ofbarhes and had connections, shill accommodae the installation of up/down heads in all meas which may or may not have a dropped Ceiling. F. RELATED WORK: Basic materials and methods: Section 22 05 00. 1.02 QUALITY ASSURANCE A. Sprinkler equipment and installation to he approved by local fife authority. B. Provide a complete automedc fire protection system as required System shall be complee is all respects andw acmNance with all applicable codes, ordinances, International Building Code, and NEPA Volume 2, Seim 13 mW NEPA Volume 2, Section 14, C. The system shall be installed by a fiat regularly engaged in the design and in tallation of automatic sprimder systems or aceabove with the regaird my eject National BourdofFix ho anent show Architect my require evidencetosuppf the above qualifications and may reja[ any proposed instiller who caano[ show suitable expendce. D. All materials and equipment used in the inoculation of th sprinkler system shall be m approved in th Underwriters Isbomwnes' list of inspected fire protection equipment and materials, or the Factory Mumal Lebomtones' list ofapprwd equipment and fire Promotion devices involving fire hazanl, and shall be We latest product of the manufacturer . 103 SUBMITTALS A. Submit shop drawings showing proposed layout of Fire Promcdo t System, showing actual equipment to be usd, complee with such dimensions as an required to accmazely instal the system, down 0 a minimum sate of 1/8" equals 1'0". Drawings shall be approved by Underwriter and local authority before submission to Archited and Engineer (four copies). B. Shoand Architectural sshall ralandshow all uralproposed rontsontimng of iping. Piping shall Sho all died re clear all othefree a cos of mplete and Aation From re shop gs. After internal the building. Ing beef offered, , insulaed e system complya insulation from tlo shop dowifung After approval y changes L has been obtained, instill the system exactly ns shown. Wain approval from ArchirecVEnginedto take any changes from shop drawing. O Shop drawings shall clearly show any piping 69 will not be concealed in the building structure 2.01 ACCEPTABLE MANUFACTURER'S A Equipment shall beby Grianell, Vikin& Star, Reliabl, Globe, Crocker -Standards, Came, Potter-Rmmd, or approved substlNt¢. 2.02 INTERIOR FIRE SERVICE PLUMBING A Pipe shall be schedule 40, black agendas sial, ASTM A120, ASTM 53. Pipe 1-1/2" or larger maybe schedule 10, grooved black steel pipe. Fittings may be style 74 or 75 "Vitriolic" mechanical coupling system for 300 PSI working pressure. B. Fittings a djoints shall be as follows: 1. 2-In"andlar : Welded with standard weight filings or"Victaulic"finings. 2. 2" and smaller: Screwed with 15016. malleable iron fittings. 2.03 FIRE DEPARTMENT SIAMESE CONNECTION A. Provide aast bass Bush wall mowtd fire department connection, adeyuawly sized for We application with threads, finings, etc acceptable to the Iral fire department Connection shall include drop clapper, pin lug hose thread swivels, pin lug plugs and chain. The connection shall be labelled as directed by the local Fire Bepdvnrn[. All compare shalt be chrome-ptatd. 2.04 WATER FLOW ALARMS A. Water Bow indicator shall he elernic, vane -type detector with two sets of normally open contice and a fine retard in prevent false alarms. 2.05 AUTOMATIC SPUNIKLERS A. Sprinklers shall have tourmaline ratings an niqu'ved by NFPA Standard No. 13 for the sprinkler location. Verify react head types in finished areas with Around. Provide specific had types re follows. The following are catalog numbers of Ginnie]]. 1. Finished areas(ceiling):Semi-recessed, polished chrome pendant bads. Heads shall be Model A with recessed closure. 2. Finished am(wa0}Exposed mdewWl(Universal Model A). 3. Unfinished arcs (ceiling): Exposed pendant or upright had, as required by the application (Universal Model A). 4. Areas exposed to freawg influenced: Dry Tougher (Model F 960). B. Provide steels odder guards on herds, which are exposed to physical damage. 2.06 TAMPER SWITCH A. Provide an electric supervisory manor switch a the required valves. Grinnell Madel F640 or an required. 2.07 HORNA IGHT A. Provide an electric combination bemllight suitable for exterior application, rated for the appropriate scheme. 2.08 PIPING INSTALLATION A. All piping shall be concealdwhereverpossible. Exceptions most be clearly marked on shop drawings and shall not be installed unfit approvel by Architect. B. If expand, piping shall be install in the most direct, straight, and least obtrusive mama possible, and as cease to walls and ceilings m is consistent with good workmanship. C. Install piping traded to low point and in faced to make it possible in test and empty entire system. D. Pipe and finings shall be inspected for soundness and cleared of all din and other foreign matter prior to being installed. All damaged pipe and finings shall be rejected. Heads shall be covered, and system shall be ready fn painting. E. Protect opo pipe ends whenever work is suspended during destruction, to prevent foreign bodies entering and lodging therein. Use cast iron or mailable iron are or other methods as approved by the Archited 2.09 VALVE IDENTIFICATION A. Drain valva, test valves, and control valves shall be identified with a stamped twel tag indicating the'vuse. 2.10 TESTING A. A I"inspectors tat connection shall be installed at the when and most remote known in the system with discharge mmdmg to the exterior of the building. B. All piping and din pregt shallbe rated and Proved tight undid a hydromtic pressure of 150'/ of main pressure or 200 psi& whichever is langd. The tat shall be conducted for a six -how commungs period, with our be more than pomdsofpresswelossduogftsperiodinmypanofthesystem AayleaksfowdshallberepavedmdtheMssm tat repeated. C. All tests shall be perfumed in the presence of the Architect or authorized representative of life Ownn. 2.11 FLUSHING A. Flush piping system thoroughly with clear water to placing aromatic spnnMd system in operation. 2.12 SPRINKLER CABINET A. Provide a reserve sprinkler calling with six spares director heads of each type used Cabinet shall be equipped with Mm Special spanked wrenches. Cabins shall be a labeled, metal, well -minced type with rd camel finish and a rigid hinged and Irked do". Two keys shall be provided. DIVISION 22 - PLUMBING 1.01 WORKINCLUDED A The work included by this division ofthe specifiatiom turbines furnishing all lab", materials, equipment, and added, including minor items named but nxasary to construct and install the complete systems described by the Centrad Documents and specified below. "Contract" refers to the Mechanical Contractor. The general conditions of the specificawns apply and are included] in this part of this section. 1. Gm piping system 2. Domenic hot and cold wand systems 3. Interior sanity sewer system 4. heater grain sewer system ad discharge 1.02 CODES AND REGULATIONS A Comply with am* and local codes, and utility company minnows. Final interpretations will be made by the local inspection authority. The Continuum to verify the governance of the following Codes, including cavy local amendment and supplementary codes such as the Cies of the National Fire Protection Association: 1. Building Code: 2018 International Building Code 2. Plumbing Code: 2018 Intemwonal Plumbing Code 3. Mechanical Code: 2018 International Mechanical Code 4. Fire Code: 2018 Intemanonal Fire Code 5. Gas Code 2018Lewistown Fuel Gas Code 6. Energy Code: 2018International Energy Conservation Code 7. Electrical Code 2020 National Electrical Code 1.03 EQUIPMENT AND MATERIALS STANDARDS A. Equipment and materials shall be new, UL -fisted for the use intend and from from damage or defedTh shall comply Fq P Ed, g ry ap Y with We latest industry standards. IN CONTRACT DRAWINGS A. Illustrate the general design and extent ofierfrmanm required. Alldnmemnommdlocatiomshallbetakenfiomthe Architectural drawings. Consult with Architectuad plains and Irate all ceding equipment where wdiated on refiected dilingplans 1.05 SHOP DRAWINGS A. Submit produce date and/or shop drawings m required by the Architect for the following: I. Insulation 2. Valves 3. Plumbingfixturwandeppumenandu 4. Pumps B. Quality of specific equipment is established by manufnuters catalog number. Alterations caused by any Substitution shall be accomplished rano additional expense to the Owner. C. Mmufen not listed may submit for reveromme as an "approved equivalent"Requests for an "equivalent" means "approved equivalent". Fort copies of such submitral most be received by the Engineer said (7) working days prior to bid date. 1.06 WARRANTY A. The Contractor shall be responsible fm the successful operation of mechanical systems, equipment, mW mzteoals installed undo Wis Contradforapenidofoneyemfrom Weweeffimimeeptance. Defective equipment or materials shall he repaired or replaced at no expense 0 the Owner. Provide four complete service and maintenance calls spaced a equal intervals during the wmrenty proud. 1.07 PRODUCT HANDLING AND CLEAN UP A. Equipment shall be left clean and undamaged, to the satisfaction of the Owner. The General Condidow rake precedence. 1.08 CUTTING AND REPAEUNG A. The contractor shall be responsible for all cutting drilling, welding, and repair required for his portion of the work. Coordinate with the Ardutect The General Conditions take precedence. 1.09 OPERATING AND MAINTENANCE DATA A. Provide the Owner wild operating and maintenance instructions (fort Copia) required for operation of all mnhanical systems. Bind the written inmvctions in a notebook. The General Conditions take precedence. The manuals shaft include the following items: I. Operating manual and spare pats list for each piece of equipment 2. Preventive maintenance schedule fm lubricating and checking each piece of equipment 3. Instructions on who to call for ssrvise during the watraary Period. 1.10 PERMITS A. The contractor shall pay for all fees, taxes, gone permits, liceran, and inspections required tthe project. 1.I1 TEMPORARY SERVICES A. Provide temporary ward smite for communist, mrequired by the General Contend. 1.12 COORDINATION A. Coordinate outlet device and equipment famous with the Architectural Plans and work of other trades. Locate on horizontal and vertical lines in void imenerewc and to provide fundonal use of all equipment Vilify term power characteristics before ordering equipment D Electrical work perforated by this contractor will conform to the standards of Division 2628. Mechanical equipment momrs and controls shall be wished, set in place, and wird according with the fallowing schedule unless otherwise noted or specified MC=Division 2123 EC=Division 2628 Fan 5& Power Conme trees By By Wines winos (Nowatlon saner MC EC EC MC Equipment mown MC MC Mowssi rs&O.L. relrya MC EC 5C MC UseounenswimFes EC EC EC MC TTamal Sind bvm'U) Mit Pc ea -- Views: Sind rvw C M FL MC Temntannecoamfcamrs Mc MC EC Mc Tempenmremnnorprsm MC MC - MC Temp.CinnalsmWoitlwuing Mc MC - MC AcmusesdsoleMtights MC MC - MC Puslupass ons&pilq liyJ,b MC 4c -- MC PmmlMmmoh MC MC - MC Themmb6:lme yolbge EC EC EC - C. The general guideline for the division between control @y MC) wiring and Power wiring (by EC) is car Power wing carting the current which assigns ammor, central wiring does not Control wiring maybe 12OV, which would be tlne responsibility of We MC. Control rnomrs an wiredby We MC. D. Examine the she and become aware of existing conditions, utilities, and other issues affecting life satisfactory completion oftheproject 1.13 DELIVERY, STORAGE HANDLING A. Provide necessary balding and beisfing equipment Posted the materials of this Division before, during, and slid installation. 1.14 AS -BUILT DRAWINGS A. Kap a current set of drawings on site. Upon completion of the work, woman engineer with a reproducible pots showing the "m -built" installation. 1.15 FROJECDSITE CONDITIONS A. Visit the site in become familiar with location ad the various conditions affecting the work including existing utilities. 1.16 PLAN VERIFICATION A. Aller completion of the bidding and selection process, poet to awarding the contract, the contractor must review and verify the diamond documents in their entirety, including those of other trades. At flus time discrepancies, carries, omissions, etc in the contract documents most he dominated. Alceatiomto Weeong tM[Ibemdeathadmem include such items, as well other modifications which might be made by th Ower. After award of th contract, change orders caused by discrepancies, conflict, emissions in the contrad documents will not be allowed. 2.01 EXPANSION JOINTS. GUIDES, AND ANCHORS A. Provide expansimjoine or loops, guides, and anchors in pipingto allow for expansion and contractions. Expansionjowe shall the bellows type. 2.02 VALVES A. Gate valves 2" and smaller shall be Cast bromc, rising stein, solid disc, 200 PSI WOG B. Ball valves 2" and smaller shall be cat bronze, full pouf sinless std ball, teflon sets, 400 PSI WOG. C Butterly valves 2" and smaller shad be cart bronze, stainless steel disc, surrounding fluorelastotrer seal, 350 PSI WOG. D. Check valves shall be horizontal, swing-castbrorme, bronze disc, 2W PSI WOG. E. Valves shall be doinesnally manufscmmd by Milwaukee, Powell, Nibr, or equivalent. 2.03 RELIEF VALVES A. Relief valves shall be all -bronze A.S.M.E. rated valves with external test levers, sized in accordance with the instructions of the appropriate manufacturer. Pipe discharge outside or to floor dean while passible and Per code. Valves shallbe manufacted by wars or equivalent. 2.04 FLEXIBLE CONNECTORS A. Cum retors in piping shall be made with molded ceFlon or neoprene and nylon bellows, mei reinforcing rings, flan d ends and control rods, suitable for 4OF to 20OF temperate range and 125 lbs. pressure. Alternative shall be stainless aid] inner hose with funded exterior slave for mel pipe or bronze inner hose with Traded extend sleeve for copper piping. Metra -flex Company, or equivalent. 2.05 SPECIALTIES A. PR Plugs: 1/4" diameter, brass with Noodled core, Sisco or equivalent B. Pressure Causes; 41/2" dal type, aluminum homing. Ashcroft 1010 or equivalent. C. Themmmmuse T' did reading mercury type. Palmer lmgrmnents or eguivalem. 2.06 ELECTRICAL A. Lugs: Lugs for wiring connections shall be mrd for copper and aluminum, and shall have a minimum awg of 75C. B. Electric momrs shall be rated for the appropnim application: wet location (TEFC); submersible; explosion proof, VFDs, etc 2.07 ACCESS PANELS A. The Mechanical Contractor shelf fresh and install access panels where required for access to equipment. Access panels shall be adequately sized, of a type approved by the Architect and shall be fire or smoko-mted as required. A. Provide excavating and backfilling for Mechanical Work. Bnkfill in 12" layers, mechanically tamp M 95%pmmr standards. Protect according to OSHA standards. The General Condifionstake pro dere. Verify the lommon of underground utilities before advance; the minimumis responsible for my damage to underground utilities. Restore existing paving, done, sod, bushes, etc to match surroundings. 2.09 START-UP PROCEDURES A. Follow manufacturer's recommended procdares in suiting up the equipment damage caused during start-up shallbe replaced az no expense to the owner. 2.10 PIPING INSTALLATION A. Instal piping plumb and straight, Parallel with walls and permits. Conceal piping within structe whenever practical. Provide drain valva at all low points, von a all high points, to allow complete drainage. B. Material and methods pet ASME, ASTM, ASA, AWS, and Nano" Plumbing Code Handbook C Provide unions or ranges in piping con idowns to each valve, device, or icem of equipment Instil each union or Range to permit the removal of parts and equipment for inspection or cleaning, without discunnecting any piping, except wins or flawd. Provide dielectric unions at loczwns with dissimdar materials. D. Piping on the roof will be supported above the roof on craft pads. The pads shall be approximately 6"Wide by 6" high by the ]engin as require. They shall be made of recycled robber, raced for 5001bidt loading each. The pads will have galvanized stall attached to Ore to .which can accommodate pipecown snure the piping. . T his configuration PndividpipingPadsuraY beexPdd to include two PadsPPcmin aPeres pesupportw when multiple pipes ars The ads are Gsma manufactured by Cooper Blind Ends ma roved equivalent t 211 HANGERS AND SUPPORTS A Support piping and equipment from the mucom to prevent sagging pockefg, swaying, and Abounds, and arranged m provide for expansion and contraction. Emblem, clamps, and hangers As]] the Seel, except copper hangers will be used with copper piping. Huggers supporting vibrating equipment shall be Provided with spring isolators Chad,perforated vonorwvehamersarenotpetmined. Hmgmwillbeofarpacrepmbletothe Engined,a shallhaveacapacitymd spring as requited by code. 2.12 SLEEVES AND PLATES A. Provide slena and insects fm Wl mechanical piping. The contractor shallbe responsible forthe cost creating and patching welded for piping when sleeves and inserts were not installed or where dco rdfly fromted. Sheetrrkjowt compound may he usd to sal openings in rumored welginsu[atien to be continuous through walls. B. Drill holes as required for the installation of hangers required forthe mechanical wish. C. When sleeves are placed in exterior walls below grade, the space between the pipe or conduit and the sleeves shall be madecompldclywatd-Hght. D. Seal all piping Passing through firemwd construction with approved medial to maintain air-tighiforecasting integrity, With a U.L. listed assembly compafible with the will "floor assembly being penetrated. 2.13 PIPING TESTING A. All piping systems shall be tested and witnessed by the Owner prier to concealment. Protect equipment and fugues or equipment, isotifg them doing the test. DAV system shaft be sealed and hold water without leaks for 24 hours. Domestic water and hygienic piping shall he air mid at 150 PSIG; manual gas piping shall be av tested at 30 PRO. Av testi shall be held for one M1om without loss of promote. 2.14 CLEANBYG AND STERILIZATION A. Alien testing, wen piping systems shall be filled, operated fora sufficient length of time to completely remove all foreign material, and flush!. B. Sterilize the domestic hot and cold water piping in accordance wit the local health authority standards. Flush the systems with clear water unN the residual chlorine coment is equal to that of clear water. O Where there is an water treatment contocmr sterilize piping system with chlorine for 24 hours to 50 PPM. Completely Flush to less can 1 PPM. Local health mthoriry standards rake precedence. 2.15 FLEXIBLE PIPE CONNECTIONS A. Provide Flexible pipe correction suitable to conood to adjoining piping as specified for pipejoints. Use sized pipe units. Insult flexible pipe conndsom on pipes crowded to equipment supported by vibration isolation. 2.16 PIPE IDENTIFICATION A. After completion of the piping or insulation, paint stenciled descriptive abbreviafns, including directional arrows, on piping a equipment and approximately every 25'. SECTION 22 07 00 - PLUMBING INSULATION 1.01 OUALETYASSURMORE A. All insulation shell have composite wing (insueadogjecket ad adhesives) not madding flame spread 25 and smoke developed 50. 2.01 PIPE INSULATION FOR PIPING ABOVE GRADE 2.02 2.03 A Piping shall be insulated with rigid fiberglass insulation. The metwon shaft the covered with an all purposejacket sealed with pressure sensitive fare. Insulation shall have a K -fur of.23 at 75 OF man with thicknesses as follows: Dom.aldpiPing In" In" 1" Rea drain sumps,&funding leaden In" In" 1" Dom. pro &radio. Piping 1" 1" 1-1/2" B. Fittings shall be insulated using a one piece PVC fitting cove, except in two atr Flown; where they will be aluminum. Insulation used wan this fitting shall be of thickness of adjacent pipe covering. C. Insulation shall be JohwManville"MicroLok AP -Tv with "Zamn" finings or equivalent by Owens-Corning, Armstrong, Ceudteed or Itself. D Rudder piping insulation will be coverd with aluminnnjacket including all fithngs, valves, on. field and insulation will be sealed weathertight and install per manufacturer ingructions. A. Insulation shall be closed -cell, elmtummc pipe writing having a conductivity of 0.27075 °F man, wild thicknessesm follows: Pow. cold Piping is. I/2" 1" Roof drain sumps,&bri leaders In" 1Z 1" Lou. hot &redm. Piping 1 -In" 1-12" 1 -In" B. featuring shall be Amseell "Angela" or equivalent by Jolla.Mansville, OwdxLwmg. O Extaimpiping insulation will he painted wan a whim solvent based alkyd finish (An " AB or equivalent), including all fittings, valves, etc. Jacket and insulation will be said weathertight and installed per manufacturers instructions. Where a posrd to physical damage, extmerpiping insulation will be covered with aluminumjacket including all finings, valves, etc. Jacket and insulation will be sealed weathertight and installed per matmfacmrersiostmctions. D. All lower unddgound water (domestic and hydeand piping shall be insulated with 1" Aurora, except where noted. A Insulation shall be closed -cell, elagemeric pipe insulation having aconductivily of 0.27 a 75F mean, with thicknesses m foftows: him Sizes <I" Dom. cold Piping 12" him Size &rave. Piping 1" 1" IB., him Insulation shall beAmmcell "AmaFlex" or equivalent by lots-Mansville, Owens -Coming. G Exteri" piping insulation will be paint! with a whin solvent based all finish (Amlaflex AB or equivalent), including all filings valves, as. Jake[ and insulation will be sealed weathertight and instew per manufacturers insvudions. Wbere expoe to physical damage, exterior piping wsulafion will be covered wild aluminum jacket, including all finings, valves, Or. Jacks and insulation will be sealed weathertight and installed per manufacturers instoxrions. D. All interior underground wed (domestic and hydroma) piping shall beinsulated with I"Amnilex, except where now. 3.01 P@ERITU RGLASSJ A. Secure cloth with adhesive Wild to seal laps of cloth. JackdovoaponlongiWinalse mdodsofpiping insulation shall be pastil down with a waterproof adhesive. B. Provide pre -farmed isecyanmate or calcium silicate rigid pipe support with metal shield at all pipe supports per manufacturers instructions. Insulation must not be interrupted fm supports, etc. C. Pipe saddles shall be type M-URSA as mawliehuel by handful Evidence Sales, or equivalent. 3 02 PTE(ELASTOMERIC) A. Insulation shall be solid slip-on installed Poor a connection. Bunjoiets shall be sealed with manufacturers adhesive. Where slit seams roue be instilled, seal the seam with manufacwrers adhesive. Finings shall he insulated with meter -cut pieces of insulation according to manuecturers instructions, or insulated with similar sheet insulation installed according to nanuf wagers instructions. B. Provide wood blacks and metal hanger shields a support suap locations on benzonfal pipe runs. Insulation will net be interrupted for supports, M. SECTION 2210 00 - PLUMBING 1.01 WATERSERVICE A. Consult with Ira] auth"dies to provide west service. Provide icer pit met yokes, valva, RPZ valve, PRAT valva, emfor complete installation. Conned to stains 5' from building. Ccordimme exact point of connector with site coatmdor before bidding. 1.02 SANITARYSEWERCONNECI'ION 2.01 A. Crunch with ]mal authooes and rued to seed main m required. Conned W a point 5' from building. Coordinate exact point of connection with site cmtmct before bidding. A. Domestic cold, hot, and recirculating hot water piping may be either copper, or PEAK, as noted below: 1. Copper piping: a. Above grade, piping shall be Type L,harddrawn copper tubing with wrought copper finings. Soldd shall be lead fi e b. Below grade, piping shot[ W Type K soft drawn copper tubing with fittings only where specifically allowed by the expired. Where required, the fittings will be wrought copper. Sold" shall be 95/5 tin/antimony, except underground, where it will be silver solder. 2. TEX Tubing: a. Tubing shall be cmxa-pinked polyethylene ming the Engel method of cross-linking. The tubing shall be ted for 8HSI d 2001; ad shaft be mmufacwd according to ASTM F 876 and ASTM F 877. b. Filings shall be APliflow)'PripmOstyle or equivalent. Manifolds may be copper, press, or plastic, with halaring controls. a Stub outs to be copper with boss shWotfvalves. Stub outs to be properly secured to wall. d. Tubing In Mrtm air plenum, or other arcs designed as air handling p[ouros, shall be wstaled to a flame rating of 25/50 according to ASTM E84, whether by spacing, insulation or offer apprevd method. e. Tubing shall be as manufactured by Wirsbo or equivalent. 2.02 SOIL, WASTE. AND STORM PIPING A. Soil, waste, and vent piping, and storm piping shall be schedule 40 solid core PVC conf canning to ASTM W665 and ASTM D1785 with solvendjoints conforming to ASTMD2855, except as noted below. PVC burr below slab shallbe installed in conformance with ASTM D2321: 1. Hubless(o Hub), cast iron soil pipe conforming to CISPI 301 with stainless steel noWub wesplings conforming to required by[amI wed in common am plenums; and Bring arasde' eras with the handlinglenoms etwhere ost required by load code All cast iron and pipe and fittings shall be marked with the collective trademark of e Cast specifically Imo Soil Pipe Institute and be hsld by the NSP International. 2. 316 Stainless steel, conforming to AIS1316UEN1.4404, using pushmn EPDM seals (Schedule 40 IT VC) shall be used in commercial kitchens to a Point approximately 20' downstream of drains serving chairwomen. B. Soil, waste, and storm piping below grade 5' beyond the Wilding may be PVC SDR 35, installed in mainframe with ASTM 3034 and utilizing posh -ran joints. C. Storm water piping shall Ins same as soil and waste piping when decided and galvanized schedule 40 steel pipe when exposed to physical damage. Fittings shall be and for, drainage type. 2.03 PLUMBING FIXTURES AND TRIM A. Provide plumbing fixmree as specified on the plans. Provide carriers, trim,bolts, caps, m according 0 the manufacturers instructions and as required for a complete installarom ell fitfgs and aprummunces(p-traps, connections, etc) shall be brass; damage plated bass where visible. B. Provide carriers for wall hung or mooned fixtures such as water closes, laden m, wird, sinks, M. The carriers shall be designed to fit in the wall saw eavailable, and shall number the load to the Boor. Furores will rot be supported by the wall structure unless specifically indicated. 2.04 GAS PIPING A. Above grade in accessible locations, gas piping shag be schedule 0, black iron pipe with 0gaded fittings. Fittings shall be nude of malleable iron. Gas piping on in term players, where allowed by Iral code, shall have welded joints. B. Regulators shall be Maxitrol, or equivalent, of size and capacity re required. 2.05 GAS WATER HEATER(SEALED COMBUSTION) A. Water heard shall be as Noting on the plans. Heeds shall be approved and lied by the American Gas Association as self-contained, Yemen water haters. The unit shall be heavy -gauge, welded steel, glessfed, foam imulawto conform w ASHRAE 90.16-1992. The heater shall be and for 150 PSI" shall have a five-year warranty. The powerburner shall be sealed combustion, submerged with spiral internal flue. The controls shall be electroic mic rprecess"based with digital display and shall include high -limit rowel and safety Am off. The hats shall include two (2)magneaium anodes and a pressure and temperature relief valve. The hater will be finished with integral heat naps. Where required by local code, provide ASME emifation. B. Water heater shall be provided with R 14 insulation. Where factory moulatim does ort mm insu[atim requirements, Provide aftermarket moula djacket as required to meet requirements. C Where flue is ran this wanted, uncogdwged spaces (attics, crewlspads, oto.), malaf the floe with RB equivalent insulation. D. The water haters shall be maintaining by A.O. Smith, State, Polars, Road or Bradford -White. 2.06 CONDENSATE NEUTRALIZER A.NrtrWizd shall beigline typemdefrom cowosiou raistan[mmnal with replreebleneuualivetien milia. Neutralizer As[] be of appropriate size and type for appliance moved. B. Manufacturer shall be Dayton, Axiom, or equivalem. 2.07 DOMESTIC RECIRCULATING PUMP A. Pump shall be 28M rya, in-line, centrifugal oil-lubn Bated, sleeve -bearing pump with Banged piping connections, breme body, plastic impeller, and having mechanical seals. Motors shall be nonoverloading, open drip -proof type. B. The pump shall be famished with an automatic timer lit C Manufacturer shall be Bell and Grown, Paco, Taco, or approved equivalent. 3.01 DOMESTIC WATER SYSTEM A. Provide op coeds so that the entire system may be drained Provide manual air vents a high points in the system where f maybe trapped. Provide stops for all fixtures and appliances. Provide a full size ball valve on each branch serving a hose bib. B. Provide swing in move joints on connections as required to prevent mise or vibration of the piping. Provide fixture stops at all fixtures, hose NEW, wall hydrants, and Owner-flmisl d fixtures. Run all piping on warm side of building insulation. Fire insulation is not considered freeze Protection. Provide water hammer orators where rdryi d. Loacetobe accessible orprovide access panel. 3.02 SOIL WASTE AND STORM WATER PIPING A. Lay piping true to line and guide so the ower will have smooth and uniform invert throughout its length. Verify elevations of existing said before swing work B. Install a clean-out az the base of each soil stack, at the base of each interior rain -water conduct", a each change in ditectiom at intervals not over 50 feet interior of Wilding, and every 100 fed armor to building and elsewhere as shown on the drawings "required by Cede. Make cleauoms came size re pipe advice, except they nal be no larger this 4". Set tops and covers flush with Trans and walls. WWI cover shall be mord polished aaimas six[ with dreaded sainles; steel securing screw Hossain 58710). Hurt chances shall be flush, cast iron, ABS plug with NikalloY covd(losam 56000). Provide floor clamps a each floor for uniform support of stacks. C The entire Oen wale and your, and storm sewn systems shall be watertight and mdotprmmf, including sealing of flmr drains and sinks, Wore rings etc 3.03 WATER HEATER INSTALLATION A. Install water heaters Per mmufacNrn's insfactima. Provide 24 gauge, galvanized steel drain pan, piped with minimum 3/V dram, piped to an approved receptor with insfired waste downturn per code. B. Route the BT relief valve full sized to approved receptor and discharge per code. Provide expansion device, tank or valve, as required by cede, and allowed by the local jurisdiction. C. Flue and combustion air ducts shall be provided by the mechanical contractor, unless otherwise noted. Where sealed combustion wed heaters are used, the Plumbing Contractor shall install PVC flue and combustion air piping. This piping will be of the size and type recommended by the manufacturer, and use factory recommended dischawdroake fittings as shown on the plan. D. Condensing water heaters shall utilize an inline codenate neutralizer. Provide PVC drain from weer heater and/or flue withaminimumh"dmin,pip�tomapp dreceptorwithindimdwmneemmedonper . Venninsmllation details with manufacturer. 3.04 PLUMBING FIXTURES AND TRIM A. Famish and install a vacuum breaker a each but and cold water service outlet to which a hose we be attached, including janitors faucets. B. Provide chrome -Plated rigid or flexible supplies to fixtures with stops, reducers, and acutchems. Ins bme slops ad supplier at handicapped sinks with Tmebro lav guard or equivalent. Bag type covers are not allowed. C. Provide chrome plated brass Pmaps with slip fittings for all exposed drains. Insulate P-uaps at handicapped sinks with Trrbro lav gird or equivalent. Bag type covets are and allowed. D. Flush valve handles, and flush WE handles, on handicap* warm diads shall W located on the wide side of flue stall for convenient access and as required by code. E. Provide a flexible elatweric sheet for flashing around all shower drains, foofdrainS floor drains, floor sinks, etc except foreabsmngrade. The membrane shall be a minimum 0.40 inch thick, made ofehlorinated polyethylene, handled per amu@mum's instructions. The flashing membmnefottmf Rains, floor Rains, etcshall beaiuimura of 2'x2'. The flashing membrane for shower pans, advice sink pros, etc shall have "pigs ear" folds in One corners, extending One membrane up at least 3" above the drain. The membranes shall be manufactured by Chloralloy m equivalent. F. Mount fixtures the following neigh% above finished floor: 1. Water class: IV-15"to top of owl rim; Handicapped, l8" to top of bowl 2. Urinal: 24O to top ofbowl rime Handicapped, 17" to top of bowl nm. 3. Lavatory: 31"to rap ofbmin nm; Haudicum 32"rotopiffbminrim. 4. Dtinkinamunu'n:40"totopofbasintim; Handiamn 36"tospoor. 5. Water close[ flush valves : Standack 11"minimum above bowl rim. Locate flusb valves on `wide" side of handicapped edea. 6. Fluor dm�: In finished areas, h" -'/2" below finished floor. In mechanical Looms and other unfiwing areas, install at lead 1" below floor, except where it would be gamble hazm3 G. Rough -in fixture piping comedions in accordance with the following bible of minimum sizes or as required for particular fixtures. Counties In" In" lag 1-1/P smmeaim In" 12• 2" pan" ➢ruing fowuin - In" 1-1/4" 1-1/4" water cloar(Valve) _ TO 3" 2" waterClwdmago - In" 3" 2" Odes - Yze' 2" 1 -In" Flog drains - - Y' 1I2" Hoselew - 34" - - Wish Web Unit Iffy tri" 2' 1 -In" Rirchm equipment SEE SCHEDULE & PLANS Medical equipment SEE SCHEDULE &PLANS Owed fumishd dancing SEE SCHEDULE &PLANS 3.05 GAS PIPING A. Cres distributions system is hued ou both 2 PSI and a 6" W.C. veuual gaz pressure except where noted on plans. Provide all gusting equipment with gas pressure regulators in special orifices m required to operate at 5000 ft. elevation. Provide a gas cock and drip leg at each appliance. B. Gas piping on roof shall be secured to nor resistant Polyethylene foam block Burn"Pipe Pim". Provide mbbding shed under pipe support. C. Piping exposel outside shall be painted with an exterior type latex paint which matches the adjacent roof orwe]. D. Appliance connection piping to be Per plans or same an appliance size, whichever is larger. Tramitiondownstreamofall sftoufs and regulators as close to appliance as possible when plans call for larger than appliance. 3.06 KITCHEN A. Provide final connections to all kitchen equipment in accordance with manufacturers humorous. Provide stops ir wagesfloo-off and be for hot and cele water connection; plug cocks or quick- comeshe weings for gas appliance. Indirect wastes shell be HW V copper, except at soda machines where plastic pipe shut[ homed. PATH architecture 21 + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering ism sr,e Eswdw mmat ph: xoua.xaa No. Description Date �° WNedI�'o' Y ��ytl/mg Droso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title PLUMBING SPECIFICATIONS Sheet Number P401 LIGHTING CONTROL NOTES 1. LIGHTING DESIGN, LAYOUT AND FIXTURE PLACEMENT SHOWN FOR SCHEMATIC PURPOSE; E.C. SHALL FIELD VERIFY AND COORDINATE EXACT LOCATIONS, LAYOUT, CONFIGURATION AND CONNECTION REQUIREMENTS. LABEL ALL FIXTURES AND CONTROLS DURING ROUGH -IN. 2. LIGHTING CONTROL SYSTEM BASIS OF DESIGN TO BE ACUITY nLIGHT, COORDINATE DIMMING STATION LOCATION AND CONFIGURATION WITH ARCHITECT. PROVIDE WITH SYSTEM CONTROLLER (nECY MVOLT ENC GFXK) WITH ASTRONOMIC TIMECLOCK AND NETWORK BRIDGE (NI 69 KIT). A. DIMMER AND SWITCHES SHALL BE ACUITY nPODM, PROVIDE WITH POWER/SLAVE PACKS (nPP16/nSP16) AS REQUIRED. B. COORDINATE DIMMER TYPE (O-1CV, ELV, MLV, ETC.) AND CAPACITY WITH LIGHTING MANUFACTURER C. EACH DIMMER SHALL HAVE ITS OWN BOX, KEEP MINIMUM SPACING SEPARATIONS AS INDICATED. D. WIRING DIAGRAMS FOR LAYOUT AND CONTROL SCHEMATIC REFERENCE ONLY: PROVIDE SHOP DRAWINGS FROM CONTROLS MANUFACTURER WITH FINAL LOCATIONS AND EQUIPMENT FOR REVIEW. FIELD COORDINATE CIRCUIT NUMBERS, SWITCH LEGS AND FIXTURE DEVICE LOCATIONS DURING ROUGH -IN. E. EACH DIMMER SHALL BE PROVIDED WITH AN ENGRAVED NAMEPLATE, COORDINATE NAMING OF DIMMERS WITH OWNER 3. THE E.C. SHALL VERIFY THE COMPATIBILITY OF DIMMING DEVICES AND FIXTURES WITH THE FNTURE MANUFACTURER 4. INSTALLATION AND OPERATION OF DIMMING DEVICES AND FIXTURES SHALL CARRY A MINIMUM 5 YEAR WARRANTY, PROVIDE OWNER WITH WARRANTY INFORMATION AT COMPLETION OF PROJECT. 5. RESTROOM/STORAGE ROOM OCCUPANCY SENSORS TO BE ACUITY WSX PDT, SWITCHES LABELED "M" ON PLANS. S. PROVIDE ALTERNATE PRICING FOR nLIGHT AIR WIRELESS CONTROLS IN LIEU OF BASE WIRED CONTROLS. CONFIRM FINAL DIRECTION AND SYSTEM WITH OWNER PRIOR TO ORDERING. LIGHTING CONTROL DIAGRAM DIMMER SCHEDULE SW LEG DIMMER CIRCUIT A 300 CIA -I B 3W CIA -1 c 3W CIA -1 D 3W CIA -1 E 3W CIA -1 F 3W CIA -1 G 3W CIA -I H 3001 CIA -1 J 6W CIA -1 K 6W CIA -1 L 6W CIA -1 M 300 CIA -1 N 3W CIA -1 P 3W CIA -1 a 3W CIA -1 R 3W CIA -1 B 3W CIA -1 BREWERY EQUIPMENT KEY DESCRIPTION LOAD VOLT CIRCUIT CONNECTION REMARKS 13 UNDERCOUNTER DISHWASHER 16A 1204 (2-M2,M2G)VTC 5-2OR VERIFY CORDiFI.UG CONMOURAMON WITH (2-M2,M2G) VTC THERMAL O.L. GWH 1 GAB FRED WATER HEATER 5 A EQUIPMENTPROVIDER FT FOOD TRUCK RECEPTACLE BO MCA 12020&1 (3.010,6106) V2•C L1430 NEMA 4 EXTERIOR ENCLOSURE VTC 3-20R COORDINATE CORD/PLUG CONFIGURATION WITH EQUIPMENT PROVIDER TEMPERATURE RATING OF ALL DEVICES COULD NOT BE VERIFIED, THEREFORE WIRE IB SIZED BASED ON GCC PER NBC T0.14(CJ(1xa) 'COORDINATE ALL ROUGH -IN HEIGHTS AND LOCATIONS WITH KITCHEN VENDOR AND/OR OWNER. EC TO PROVIDE FUSED DISCONNECT(S), CH BREWERY CHILLER 120.8 A 20&3 (3VoWG) 2"C 2003,1]5 FRN CONDUIT AND WIRE TO CHILLER LOCATION. - LISTED EQUIPMENT FURNISHED WITH CORD *COORDINATE ALL ROUGH -IN HEIGHTS AND L VENDOR AND/OR OWNER. A B [EC D❑ E❑ ❑F 4.1n• CP 0 N El El FE COORD.MOUNTIN 7 HEIGHT W/OWNER 1 /FIRST FLOOR LIGHTING PLAN GENERALNOTES A ELECTRICAL CONDUITS, WATER, SEWER AND GAS LINES MUST PIT WITHIN KITCHEN WALLS. CONFLICTS WITH OTHER TRADES MUST BE COORDINATED OR WORK WILL BE REDONE. S. GFCI PROTECTION: 120V RECEPTACLES MARKED •G• c GFCI RECEPTACLE 120V RECEPTACLES MARKED S' c GFCI BREAKER NOTE: WHERE POSSIBLE AND WHERE PERMITTED BY CODE THE ELECTRICLAN SHALL PROVIDE DOWNSTREAM GFCI PROTECTION OF DEVICES WITH A SINGLE GFCI RECEPTACLE. (DEDICATED NEUTRAL SHALL BE PROVIDED FOR GFCI BREAKERS) C COORDINATE ALL DEVICE AND FIXTURE LOCATIONS WITH FURNITURE, EQUIPMENT, MILLWORK AND MECHANICAL SYSTEM (DUCTWORK) LAYOUT PRIOR TO ROUGH -IN. D. ALL EXTERIOR ELECTRICAL COMPONENTS SHALL MEET ALL NEC INSTALLATION AND LABELING REQUIREMENTS FOR WET LOCATIONS. E. ALL RECEPTACLES TO BE LABELED WITH PANEL CIRCUIT D. F. DEMCEMOUNTINGLOCATIONSATCOUNTERS:IN•FRONTOF HOUSE AREAS' MOUNT DEVICES BELOW COUNTERS WITH HOLES AND GROMMETS UNLESS NOTED OTHERWISE. IN MACK OF HOUSE AREAS"MOUNT DEVICES ABOVE COUNTERS. G. LIGHTING SYSTEM FUNCTIONALITY TESTING/COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH IECC 4073, ADDITIONAL LOCAL JURISDICTIONAL REQUIREMENTS TO BE CONFIRMED WITH BUILDING OFFICIAL PRIOR TO COMPLETION OF PROJECT. O 4 NEW 5UBPANEL FROM PANEL CIA EXISTING PANEL CIA4 6 HALL CIA -7 DETAIL NOTES THIS SHEET 1. COMBINATION USE, CHARGER WITH TAMPER RESISTANT 125V, 20 AMP DUPLEX RECEPTACLE MOUNTED AT BACK OF BOOTH 36" ABOVE THE FLOOR PLATFORM, ABOVE THE TABLE TOP, MOUNTED HORIZONTALLY, CENTERED ON THE TABLE TOP, OR BELOW COUNTERTOP AT 36" ABOVE FINISHED FLOOR MOUNTED VERTICALLY. FIELD VERIFY AND COORDINATE DEVICE LOCATION, ROUGH -IN HEIGHT, MOUNTING METHOD AND CONCEALED CONDUIT RUNS WITH MILLWORK (COOPER TIZ774S OR EQUAL, COORDINATE COLOR W/ARCHITECT). 2. COORDINATE ROLOWN HEIGHT OF DEVICES MOUNTED ABOVE THE COUNTER (AC) WITH MILLWORK. 3. PROVIDE POWER AND DATA FOR TELEVISION. COORDINATE MOUNTING HEIGHT WITH ARCHITECT AND BRACKET INSTALLATION WITH MANUFACTURER. 4. MAI NTAIN MI NIMUM WORK I NG SPACE IN FRONT AND ABOVE ALL ELECTRICAL PANELS PER NEC 110.26 AS REQUIRED. S. EXTEND POWER FOR EMERGENCY LIGHT TO UN -SWITCHED LIGHTING CIRCUIT SERVING THIS AREA. 6. PROPOSED LOCATION FOR LIGHTING CONTROL PANE; RE: LIGHTING CONTROL DETAIL ON FOR DEVICE TYPES AND ADDITIONAL INFO 7. --SOX FOR SIGNAGE, COORDINATE EXACT LOCATION ¢ QUANTITY WITH OWNER. EXST OUT OP TRUCK POWER RECEPTACLE IN APPROXIMATE SCOPEATION SHOWN. RE: BREWERY EQUIPMENT SCEDULE FDR ADDITIONAL INFORMATION. 9. PROVIDE EXPANSION JOINTS AND INTERIOR AND EXTERIOR MOISTURE SEALS FOR ALL CONDUITS ENTERING WALK-IN COOLERS AND FREEZER PER NEC 300.7 AND MANUFACTURER'S RECOMMENDATIONS. 10. EXTEND CIRCUIT TO WALK-IN COOLER / FREEZER LIGHTS VIA TOGGLE SWITCH WITH PILOT LIGHT MOUNTED ON LATCH SIDE OF DOOR SEE THE FIRST FLOOR LIGHTING PLAN ON SHEET EXX FOR FIXTURE TYPE AND LOCATION. WOMENS RR CIA -2 16() EF7 MENS RIR 'I��*JI (ON ROOP) TV O2 POB EL - - -'I^'91 2— 10 � TYPA H 11 1 TAP ROOM 101 IL - — /FIRST FLOOR POWER PLAN 4 ► .,4 wV PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering nsm sh&,, met oh: ay..a.ewe No. Description Date I Permit -Revision 04/28/2021 .j0 WNea/''u Y �'//I, DMso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title FIRST FLOOR ELECTRICAL PLANS Sheet Number El.l MECHANICAL EQUIPMENT KEY PWCMPTION LOAD VOLT CIRCUIT CONNECTION REMARKS OF 1 ROOF EXHAUST FAN VD HP 120A (2-M2,M2G) VTC THERMAL O.L. GWH 1 GAB FRED WATER HEATER 5 A 120/1 0-1112,11126) VTC }BOX CP DOMESTIC HOT WATER RECIRCULATION PUMP ye W 120/1(2-012,0129) VTC 3-20R COORDINATE CORD/PLUG CONFIGURATION WITH EQUIPMENT PROVIDER TEMPERATURE RATING OF ALL DEVICES COULD NOT BE VERIFIED, THEREFORE WIRE IB SIZED BASED ON GCC PER NBC T0.14(CJ(1xa) 'COORDINATE ALL ROUGH -IN HEIGHTS AND LOCATIONS WITH KITCHEN VENDOR AND/OR OWNER. /FIRST FLOOR LIGHTING PLAN GENERALNOTES A ELECTRICAL CONDUITS, WATER, SEWER AND GAS LINES MUST PIT WITHIN KITCHEN WALLS. CONFLICTS WITH OTHER TRADES MUST BE COORDINATED OR WORK WILL BE REDONE. S. GFCI PROTECTION: 120V RECEPTACLES MARKED •G• c GFCI RECEPTACLE 120V RECEPTACLES MARKED S' c GFCI BREAKER NOTE: WHERE POSSIBLE AND WHERE PERMITTED BY CODE THE ELECTRICLAN SHALL PROVIDE DOWNSTREAM GFCI PROTECTION OF DEVICES WITH A SINGLE GFCI RECEPTACLE. (DEDICATED NEUTRAL SHALL BE PROVIDED FOR GFCI BREAKERS) C COORDINATE ALL DEVICE AND FIXTURE LOCATIONS WITH FURNITURE, EQUIPMENT, MILLWORK AND MECHANICAL SYSTEM (DUCTWORK) LAYOUT PRIOR TO ROUGH -IN. D. ALL EXTERIOR ELECTRICAL COMPONENTS SHALL MEET ALL NEC INSTALLATION AND LABELING REQUIREMENTS FOR WET LOCATIONS. E. ALL RECEPTACLES TO BE LABELED WITH PANEL CIRCUIT D. F. DEMCEMOUNTINGLOCATIONSATCOUNTERS:IN•FRONTOF HOUSE AREAS' MOUNT DEVICES BELOW COUNTERS WITH HOLES AND GROMMETS UNLESS NOTED OTHERWISE. IN MACK OF HOUSE AREAS"MOUNT DEVICES ABOVE COUNTERS. G. LIGHTING SYSTEM FUNCTIONALITY TESTING/COMMISSIONING SHALL BE PERFORMED IN ACCORDANCE WITH IECC 4073, ADDITIONAL LOCAL JURISDICTIONAL REQUIREMENTS TO BE CONFIRMED WITH BUILDING OFFICIAL PRIOR TO COMPLETION OF PROJECT. O 4 NEW 5UBPANEL FROM PANEL CIA EXISTING PANEL CIA4 6 HALL CIA -7 DETAIL NOTES THIS SHEET 1. COMBINATION USE, CHARGER WITH TAMPER RESISTANT 125V, 20 AMP DUPLEX RECEPTACLE MOUNTED AT BACK OF BOOTH 36" ABOVE THE FLOOR PLATFORM, ABOVE THE TABLE TOP, MOUNTED HORIZONTALLY, CENTERED ON THE TABLE TOP, OR BELOW COUNTERTOP AT 36" ABOVE FINISHED FLOOR MOUNTED VERTICALLY. FIELD VERIFY AND COORDINATE DEVICE LOCATION, ROUGH -IN HEIGHT, MOUNTING METHOD AND CONCEALED CONDUIT RUNS WITH MILLWORK (COOPER TIZ774S OR EQUAL, COORDINATE COLOR W/ARCHITECT). 2. COORDINATE ROLOWN HEIGHT OF DEVICES MOUNTED ABOVE THE COUNTER (AC) WITH MILLWORK. 3. PROVIDE POWER AND DATA FOR TELEVISION. COORDINATE MOUNTING HEIGHT WITH ARCHITECT AND BRACKET INSTALLATION WITH MANUFACTURER. 4. MAI NTAIN MI NIMUM WORK I NG SPACE IN FRONT AND ABOVE ALL ELECTRICAL PANELS PER NEC 110.26 AS REQUIRED. S. EXTEND POWER FOR EMERGENCY LIGHT TO UN -SWITCHED LIGHTING CIRCUIT SERVING THIS AREA. 6. PROPOSED LOCATION FOR LIGHTING CONTROL PANE; RE: LIGHTING CONTROL DETAIL ON FOR DEVICE TYPES AND ADDITIONAL INFO 7. --SOX FOR SIGNAGE, COORDINATE EXACT LOCATION ¢ QUANTITY WITH OWNER. EXST OUT OP TRUCK POWER RECEPTACLE IN APPROXIMATE SCOPEATION SHOWN. RE: BREWERY EQUIPMENT SCEDULE FDR ADDITIONAL INFORMATION. 9. PROVIDE EXPANSION JOINTS AND INTERIOR AND EXTERIOR MOISTURE SEALS FOR ALL CONDUITS ENTERING WALK-IN COOLERS AND FREEZER PER NEC 300.7 AND MANUFACTURER'S RECOMMENDATIONS. 10. EXTEND CIRCUIT TO WALK-IN COOLER / FREEZER LIGHTS VIA TOGGLE SWITCH WITH PILOT LIGHT MOUNTED ON LATCH SIDE OF DOOR SEE THE FIRST FLOOR LIGHTING PLAN ON SHEET EXX FOR FIXTURE TYPE AND LOCATION. WOMENS RR CIA -2 16() EF7 MENS RIR 'I��*JI (ON ROOP) TV O2 POB EL - - -'I^'91 2— 10 � TYPA H 11 1 TAP ROOM 101 IL - — /FIRST FLOOR POWER PLAN 4 ► .,4 wV PATH 21 architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering nsm sh&,, met oh: ay..a.ewe No. Description Date I Permit -Revision 04/28/2021 .j0 WNea/''u Y �'//I, DMso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title FIRST FLOOR ELECTRICAL PLANS Sheet Number El.l LEGEND m MAIN DISTRIBUTION CENTER i PANELBOARD ELECT I SERVICE TETER ��� CT CURRENT TRANSFORnER O TR4N5FORMER CONCEALED CIRCUIT UNDERFLOOR/ UNDERGROUND CIRCUIT -- EXPOSED CIRCUIT AWMI ViVEMOLD(SURFACE WIREWAY) SWM PLUGMOID P3 HOMETWN TO PANELSOARD (ONEARROW /CKT, RJL 6 CKT tl'B SHOWN) ("AS) CIRCUIT NUMSER(S) FOR SPECIFIED PANEL �1 CONDUIT TURNS UP �a CONDUIT TURNS OBWN Q JUNCTION BOX PORCEWN LAMP HOLDER ® (PG FUL CH41N0 O LIGHT FIXTURE SURFACE MOUNTED ® RECESSED LIGHT FIXTURE WALL MOUNTED LIGHT RMURE ® EXIT UGHT: DI0.CTON4 ARROW BATTERY PACK ® SURFACE FUJORE5CENT FIXTURE I� RECESSED FLUORESCENT FMJRE SINGLE OUTLET: Ctl-0CK (.7U) DUPLEX RECEPTACLE IG: ISOLATED GROUND S SAFETI' om DUPLEX RECEPTACLE-GFCI SPLIT WIRE DUPLEX QuADRADLE( (DOUBLE DUPLEX) DOME. SWITCH/RECEPTACLE Q FVXA2 MOIlNTEO REGERACIE 0 SPECIAL PURPOSE (A5 NOTED) ip TRAVEION OUTLET IMI MOTOROJTILET aro-w oid lhvmal oernad 0 TELEPHONE TERMINAL V TELEPHONE MILET V FLOOR MRD. TELEFIIONE MILET OC COMPUTER OUTLET V COMB. TELbCOMPUTER OUTLET S TOGGLE SWITCII orni Hflq PPilcllight 2.2 pole WvMid 33 way ta-hwrmal overload d-4 wry "mer O MOTION DETECTOR ❑D DIMMER Q THERMOSTAT TS TME SWITCH PE RtOTCCELL Q FUSH-BUTTON STATION (� SAFETY SWITCH ® MOTOR STARTER/ LIGHTING CONTACTOR COMBINATION MOTOR STARTER ® RELAY ® FIRE ALARM CONTROL PANEL ® ANNUNCATOR 0 R.A.A. STATION 001 HORN 01 HORN/ LIGHT COMBINATION HORN /STROBE ©p STROBE y BELL dF OB EY VALVE © FLOW91 • ROOM OETECTOR(SMOKED •T ROOM DETECTOR(TIIEWWL) DUCT DETECTOR REMOTE INDICATING UGHT/TESTSWITCH ■ DOOR HOLDER Ey CISME FUSED SWTCH a— CIRCUIT BREAKER Ili GROUND CONNECTOR OMECHANICAL EQUIPMENT p DETAILNOTE 0 KITCHEN/MEDICAL EQUIPMENT DD EXI511N9TOREMAIN (ER) ENSTNG To BE REPLACED (ED) EXISTING TO BE DEMOLISHED COMcheck Software Version 4.1.4.1 Interior Lighting Compliance Certificate Project Information B Energy Coes: 20181ECC Pmlen Tale: New Image Tap Room Project Type: Alteration camtmmmn Site: Owner/Agent DesigneoComraciar 9505 W. 44M Street Ethan Miley Wheatridge, CO 80002 Boulder Engmeedrg 1717 ISM Street Boulder, CO 80302 303.444.6038 staff@boulderengineedng.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Wates 8 (M) Wage/n2 (BXC) 1 -Wok In Came (E) (Common Spare TypeprFood Preparmion) 223 1.06 236 2 -Tap Room (Common Space TypeeDining Area- Bar Lounge/Leisure) 1057 0.93 983 3-Resaooms Dommon Space TyporRestmome) 340 0.85 289 FWH CII / JAN (Comman Spare Types:FJemricetaMchenirel) M 0.43 17 S ixmxor(Common Space TrareCamdorrtranstian <8 III wide) as 0.66 56 18 a Tma mNb Wath- 15V Proposed Interior Lighting Power A B C D E Fortur s ID: Description / Lamp / Wattage Per Lamp / Ballast Lampar a of Picture (C X D) Rahn Fix m Wen. Walk In Coplear Mi ( Common Space Times Food Prairesnat on M soft � (EIGOonr MFG Lighnin MFG: MFG Ughing: Other 1 4 50 200 Tap Room ( Common Snace Tdoss Dininal Area - Bar Lotinnalemijm 1057 L3: L3: Decorative Pendard: 001 so It 1 8 8 64 L4 L4: Surface Mounded Downlght Othe: 1 7 10 70 L5: L5: Monopoinl Beam Apum: Come: 1 7 20 140 L6 L6: recursive Pendant Other: 1 7 U 234 V: V: Decorative Pendant Other : 1 6 M 250 L8: LB: 47 Slrlp Light: Otho: 1 18 a 365 L9: L9: So ship LgM Otho: 1 2 30 61 Restraome I Common Boom Types Restrooms 340 sa X 1 Ll: LI: Recessed Downllghl: Ohir: 1 15 0 116 WH Clasen / JAN ( Common SI Types Eleatricallolectranical 40 saft.) L6 SSUSWLiBCCOK 18 DECORATME PENDANT, 610 VOLT DIMMING TO 5% SUSPENDED L2: 1-2: 20 Ship Light. Other: 1 3 10 30 L1: LI: Recused Downcl11: Case: 1 3 8 M LS 203W LED, 3001 550 LM/Pr ToMl Proposed Wme- 1562 Project Tme: New Image Tap Room Reportdate: 11123120 Data filename: IA19\39153 New Image CoolerIEnegy Code\19153 COMcheckttk Page for 7 Interior Lighting Compliance Statement Compliance Statement The proposed interior lighting alteration pmlect represented In this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet Me 20181ECC requirements In COMcheck version 4.1.4.1 and an comply with any applicable mandatory requirements listed in the Inspectio ckllsl, ' Ethan Miley, PIE '�/-1/ 11/23/1 Name Title 5ignature Date Project Title: New Image Tap Room Report date: 11/13/20 Data misname: I:\19\19153 New Image CoolMEnegy Code\39153 COMcheck.cck Page 2 of 7 PATH 2 -� architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering Ismstrwt SmIdor, co XRW ph: 3(2 Y ma No. Descrlptlon Date 2 Bldg Dept Rev 06/24/2021 l0 Wheat'ii�u Y O4Hoing D\Nso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title ELECTRICAL DETAILS & SCHEDULES Sheet Number E3.1 LUMINAIRE SCHEDULE KEY LAMP DESCRIPTON CEIL'G(DE" MANUFACTURSR/X VOLT L1 7.7iV LED 3000K 854 LUMENS 3" BEVSLAMWURE RECESSED DOWNLIGHr WRH BLACK FLAAtBusse TRIM, BO'BEAM, 0-10 DIMMING TO 1% GYP (W DIDI ACUWX II D Cl 30K BOOM SOD 50 MVOLT-Nr3DBV BD BURT 126 2171rV L? 10W LED, 3000K 550 LM/Fr 2'OSTRIP UGHT. FIAT LENS DIFFUSER, CONSTANT CURRENT DIMMING TOM SUSPENDED (96'ADJUST) MARK III LLP 2F7 MELLO 90 DEC! 30K 600LIF MINI MVOLT "TT ZT SEA 126 27V 1-3 SW 573 UJOK B DECORATIVE PENDANT, ELV DIMMING TO 1015 SUSPENDED WAC P676908 -BK 2� W 1CW LED, 30CCK 700 WMENS SURFACE MOUNTED DOWNUGHT, O 10h/ DIMMING, BLACK TRIM SURFACE JUNO JSF SIN OT.M 3OK 90CRI MVOLT ZT JUNO JSFTaM SIN BL 126 217 Us 12170 LLUMI MONOPOINT MOUNT BEAM SPOTLIGHT ACCENT HEADS, 46a BEAM ANGLE,=59 LOUVER AND SNOOT, ELV DIMMING TO 59 TRACK WAC iiric 4023 930 BK LENSI6PL-BK -CR I.ENS-16•SNOOT•BK i7v L6 SSUSWLiBCCOK 18 DECORATME PENDANT, 610 VOLT DIMMING TO 5% SUSPENDED WAC P672716 -BK ]1755 m L7 D 3000K S LED Yr' DECORATNS PENDANT, 610 VOLT DIMMING TO Be SUSPENDED WAC PD-72T14BK 1] LS 203W LED, 3001 550 LM/Pr 4'O STRIP LIGHT. EDGE MEW LENS, CONSTANT CURRENT DIMMING TO I% SUSPENDED C36'ADJUST) MARK SILO LLD 4" MSW SO C140 3OK GCCLMF MINI III MVOLT EI ZT EGA 126 27 La SOI LED, 3000K 550 LM/FT 6'O STRIP UGHT. EDGE MEW LENS, CONSTANT CURRENT DIMMING TO I% SUSPENDED (90- ADJUST) MARK 511-0 L P 6FT MI 90 Oia 30K 600LMF MINI SGLO MVOLT BLUNT ZT 36A 126 277 X2 FURN EXIT SIGN W/ DOUBLE FROG EYE, GREEN LED STENCIL FACE, 90 MIN BATTERY PACK FINISH BYARCHR ECT UNIVERSAL WRIX 4 / LHOM S W 10 120/217/ EW 50 126 27V M FURN DOUBLE FROG EYE BATTERY PACK *10' MW 3O SPACING WALL WRIX 4 / SLMLT X LPOSVS LTP 50 Z2 FURN DIE LAST EMERGENCY LIGHTING UNIT, WET LOCATION, COLD WEATHER WALL UT-Cl/APEX EXT 1�- 27V NOT S: INOTIFY ENGINEER OF ANT DISCREPANCIES BETNVEEN MODEL NUMBERS AND DESCRIPTIONS PRIOR TO ORDERING VERIFY CEILING INSULATION W/ GC AND NOTIFY ENGINEER OF ANT IC RATING CONFLICTS PRIOR TO ORDERING PANELCIA SUPPLY FROM: PANEL C VOLTS: 120/208 Wye MOUNTING: RECESSED PHASES: 3 ENCLOSURE: NEMA 1 WIRES:4 A.I.O. RATING. 10,000 2 MAINS RATINGS: IOOA CIRCUIT DESCRIPTION LT TRF P BT A 8 LIS P TRIP LT CIRCUIT DE5Lf6PTON INTERIOR LIGHTING L 20 1 5 1 2C R L RESTROOM UGHT5/RECEPTS EXTERIOR SIGNAGE L 20 1 5 ERR 1260 1 2C R GENERAL RECEPTS RR EXNAIUST FAN M 20 1 5 164 1 2C R JANMANT RECEPTSWATER HE iTEIU1 ECRC PUMP O 20 1 5 1 2C R TV RECEPTSP05 R 20 1 5tOW LOBO 1 20 R EAR RECEPTSEMERIdt RECEPT R 20 1 5 MO 1 20 K UNDERCOUNTER DISH MACHINE SPACE 160� – SPACE SPACE – 0 0 SPACE SPACE – 0 SPACE SPARE – 20 1 5 SPACE SPARE – 20 1 50 0 SPACE SPARE – 20 1 5 O SPACE FOOD TRUCK RECEPTO 30 3 5 r wl 26 5 1 20 - SPARE 1981 0 2B 5 1 20 - SPARE I I I I sust 1 0 Bol 5 1 1 1 20 1-1 SPARE TOTAL LOAD: 63 kVA 8.14 kVA 5.61 kVA TOTALAMP9: WA BEA 47A LOAD TYPE CONNLOAD I DEMAND FACT. I EST. DEMAND I BREAKER TYPE I PANEL TOTALS LIGHTING- L 2.86 kVA 125% 3.37 kVA SHUNTTRIP. ST TOTAL CONN. LOAD: 20,05 kVA TOTAL EST. DEMAND: 20.83 kVA TOTAL CONN.: S6 A TOTAL EST, CEMAND:: 58 A RECEPTACLE - R 5.74 kVA 100% 5.74 kVA GFO - G MOTOR • M 0.26 kVA 125% 033 kVA HANDLE BLOCK • H KITCHEN - K 192 kVA 1005% 132 kVA HANDLE TIE - T OTHER. O 9.27 kVA 1005% 9.27 kVA AFCI - A EXISTING • E 0 kVA 0% 0 kVA STANDARD • 5 NEC -220.84- LOCKOUT- L PATH 2 -� architecture + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering Ismstrwt SmIdor, co XRW ph: 3(2 Y ma No. Descrlptlon Date 2 Bldg Dept Rev 06/24/2021 l0 Wheat'ii�u Y O4Hoing D\Nso 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title ELECTRICAL DETAILS & SCHEDULES Sheet Number E3.1 1.01 WORKINCLUDED: A. The work included by this division of the specificafions includes famishing all labor, =ratio[% equipment, and services, including minor items omitted but necessary to construct and install the complete systems described by the Contract Documents and specified below. "Contractor' refers to the Electrical Commuter. The general conditions of the specifications apply and arc included in this pan of this section. 1. Power Distribution System 2. Interior and Exterior Lighting System 3. Telephone Raceway System 4. Data Raceway System 5. Fire Alarm System & Emergency Lighting System 7. Electric Heating System 1.02 CODES AND REGULATIONS: A. Comply with state and local codes, and utility compare regulations. Firalimajrttationswill Wandebythelacal inspection authority. The Customer to verify the governance of the following Crates, including any local commissions and supplementary aides such as the Codes of the National Fire Protection Association: L Building Code: 2018 Intimational Budding Code 2. Plumbing Cade 2018 Ivtemational Plumbing Code 3. Mechanical Code 2018 lmermtionsl Mechanical Code 4. Fire Code: 2018 International Fire Code S. Gas Code: 2018 Instrument Fuel Gas Code 6. Energy Code: 201In[enatiapal Energy Conservation Code 7. Electrical Code 2020 National Electrical Code 1.03 EQUIPMENT AND MATERIALS STANDARDS: A. Equipment and materials shall be new, U44isted for the use intended, and free from damage or defect They shall comply with the latest industry standards. LN CONTRACT DRAWINGS: A. Illustrate the general design and extent of performance required. All dimensions and locations shall he taken from the Architectural drawings. Consult with Architmmral plans and locate all ceiling equipment where indicated on reflected ceiling plans. 1.05 SHOP DRAWINGS A. Submit products data and/or shop drawing as required by the Architein fm the following: 1. Switches, dimmers, reepaeles and coverpttes 2 Swintimards, PmelboardaRuadeenters 3. Distemper switches 4. Fuses 5. Lightfixmres 6. Light poles 7. Fre alarm system and equipment B.Quahtyofpecthcequipmmtisata hshedbymmufwtLwdscaWognumber. Alterationscausedbymy Subetimfirm shall be accomplished at no additional expose to the Owner C. Manufacturers not listed may submit for acceptance as an "approved equiculat" Requests for an "equivalent" mems "approved equivalent". Four copies of such subminal must be received by the Engineer given (7) working days prior to bid date. 1.06 WARRANTY: A. The contractor shall be responsible for the successful operation ofelecaical systems, equipment and tstedals installed under this Contract for a period of me year from the date of final acceptance. Defective equipment ormaterials shall be repaired or replaced at no expense to the Owner, 1.07 PRODUCTHANDLINGANDCLEANUP: A. Equipment shall be left clam and undamaged, to the satisfaction of the Owmo.. The General Conditions take precedence. 1.08 CUTTINGANDREPAIRING: A. The comment shall be responsible for all cutting, drilling,welding, and repair required for his portion of the work. Coordinate with the Arpnitect. the General Conditions lake precedence 1.09 OPERATING AND MAINTENANCE DATA: A. Provide the Owner with operating and maintamce instructrms(four caries) required for operation of all electrical systems. Bind the written instructions in a notebook. The General Conditions take precdeoce. 1.10 PERMITS: A. The contractor shall pay for all fees, raves, secure permits, licenses, and inspections required for the project. 1.11 TEMPORARYSE,RVICES: A. Provide temporary power and lighting as required by the General Contractor, in accordance with OSHA andN E.C. standards. 1.12 COORDINATION A. Coordinate outlet device and equipment locations with the Architectural Plans and work sefmher trades. Cameron hmizomal and vertical lines in avoid interference and to provide fmotiapal use of all equipment. Verify electrical power chgwteristia before ordering fixtures, equipment etc B. Mechanical work perfrrrmedby this contractor will conform to the standards of Division 21-23. Mechanicalequipment motors and controls shall be frmisheQ set in place, and wired according with the following schedule unless otherwise noted or specified. MC=Division 21-23 EC=Division 2628 Tum gm Power Camml Iran Iry IN Wiring wiring Combination s4rm MC FA EC MC Enumerations MC MC EC - Mawr names; &O.L.urges MC EC EC MC Disro®ed sewhem EC EC EC MC IDmml ovmloed heamm [0 EC EC VariEC -- Cannbte Speed iderAvtivn MC ec W MC C¢nsawkw /amnomem Mc me 2C MC To",fa famous winlpnnnln MC MC 5C MC Temp.Condooly ndwiriing Mc MC - Mc Adunrowou Selwmllidus MC MC -- MC lareadbutarmther thermostats gin MC Mc - SIC RomntlsueIt in MC MC -- - IC smmmwmn:Omvmmgn ec Ec EC - C Thegmad guideline for the division between contlobby MC) wiring and Power wiring@y EC) is that power wiring canis the content which margins a motor, central wiring does nor Control wiring may be 12W, which would the the responsibility of the MC. Control motors are wired by the MC. D. Examine the site and become aware of existing conditions, utilities, and other issues affecting the sanisfawary completion of the project. 1.13 DELIVERY.STORAGE.HANDLING: A. Provide necessary hauling and hoisting equipment Protect the materials of this Division before, during, and after installation. 1.14 AS-BUILTDRAWINGS: A. Keep a content set of"as-built"drawings on site. Upon completion of the work, brought mgwea with a reproducible print showing the "as -built" installation. 1.15 PROJECT/SITECONDITIONS: A. Visit the sire to become familiar with location and the various conditions abating the work, including existing utilities. 2.01 ACCESSPANEIS: A. The electrical Contractor shall famish and General Contractor shall install access panels where required for saes m egulpmat. The approvdbythe Consistingshall and ludeshall the costar installation is hard Access panels shall be adequately sized, of type approved by the Architect und stall be fire m make -rated o required. 3.01 EXCAVATIONANDBACK TILLING: A. Verify the location ofunderground utilities before excavation: the contractor is responsible for my damage m undeground utilities Provide excavating and backfilling for electrical work. Backfill in 12" layers, mechanically tamp to 95% proctor standards. Protect according to OSHA standards. The General Conditions take precedence. B. Provide marker trop 12" above exterior underground service permits( power, telephone, television). 3.02 START-UP PROCEDURES: A. Follow manufacturer's recommended procedures in starting up the equipment; damage eased during start-up shall be replaced w no expetaem the owner. 3.03 HANGERS AND SUPPORTS: A. Support conduit and equipment from the smwmre to prevent sagging, pocketing, swaying, and situations, and arranged to provide for expansion and contrgtion. Bracket, clamps, and hangers shall be aided or copper of a type, acceptable to the Engineer. Chain, performed iron or wire bangers are not permittd. R Conduit or the roof will be supported above the proton roofpads. The pads shall be approximately 6"Wide by 6" high by thelengthasrequined. They shall be made ofrecycld tubber, rated for 50dlW/ft loading each. Thepadswillhave galvanized Steel "C"channel attached m the rap, which can a aommodate pipe clamps in secure the conduit. This configuration of individual piping pads may be expanded in include two pigs supporting a trapeze style support where multiple conduit are backed together. The pads are C -series manufactured by Cooper B-line or approved equivalent. 3.04 SLEEVESANDPLATES A. Provide sleeves and inserts for all conduit. The contractor shall Wres responsible for the cost of and patching P g Pn g requiredyWse piping what sleeves in non -rated inserts were tot installed or where us through locatedwalls.. Sheetrwkjoint aimpuund may be used m seal opening in non -bard wells(insulgion m be continuos through walls. B. Drill holes o required for the installation of lingers required for the mechanical work. rmdeaimlaletaly watervtight P__-,_--� �� D. Seal all piping Passing through fire -rand conshution with approved maral to mnitain air-tight,free-rated integrity, contra UL. listed asumbl co 'ble with the wall or Floor assembly thein etrated. Y nNaa Y gPen SECTION 260500 -COMMON WORK RESULTS FOR ELECTRICAL 1.01 GENERAL: A. Provide complete systems of conductors and raceways using conduit and/or cable assemblies apprapnate to the function and location, and specifically approved in chapter Wee of the N.E.C.. 2.01 CONDUIT A. The following raceways are approved for use on this projec, where approved by the N.E.C.: 1. EMT: Electrical metallic robing, galvanized 2. ORE: Rigid steel cordon, galvanized 3. PVC: Polyvinyl chloride conduit, schedule 40 4. IMC: Intermediate metal conduit, galvanimd 2.02 CABLE ASSEMBLIES: A. The following cable assemblies may be used in the power distribution system in concealed location¢, where approved by the N.E.C.: 1. MC: Metal clad cable 2.03 BOXES: A. Providegalvanized steelomletandjunction boxes, excptwhereodwrwise indicated. Boxesshallbeammianni square or onagora, depth as required Provide weatherproof type cast boxes with gasket and cast coverylate for exterior outlets or we locations. Outlet boxes shall be of the proper type and design for the fixture or device to be installed. Through the wall boxes are not permitted. Provide plaster or tile ring for all flush outlets installed when required. Boxes shall be manufactured by Ram, Steel City, National or equivalent. B. Interior Floor boxes shall be non-metallic or can steel in concrete or slab on gide installations, and shall be rated for the use. Floor boxes above grade shall has non-metallic or stamped steel, rated fm the use. MWtipmag boxes droll be used where specified Coveplmes shall be polished braes with'flip lids' for receptacles and connectors. Provide capper flanges where appropriate. 2.04 CONDUCTORS: A. Provide a complete set of power condmmrs, rated 600 volts, of the quantity, size and type required for the fraction. 1. Conductors shall he carper, except where specifically mood. Conductors shall be solid for wire sizes No. 10 AWG and smaller; abounded for No. 8 AWG and larges. 2 Aluminum conductors willbe accepted only where specifically Indicated by the Contract Documents. Aluminum onductors raw W terminated sampling to the mmufg rsiorrowings, including use ofproperjoint compound, use with aluminum rated lugs, and proper tincturing of the lugs. 2.05 INSULATION: A. Provide wire with the following minimum mutation standards: 1. Branch circuits, panelboard fdederu service ahmuoe conductors: THWN2, XHHW(90C). The conductors shallbe applied using the 75C rating. 2. Connections he fature ballasts, and wiring tuns in or through fixture wiring channels: Insulations listed in table 402.5 of the NEC., except for wiring made with asbestos. 3. Cord connections: Cords listed in table 400.4 of the N.E.C., except for wiring made with asbestos. 2.06 LUGS: A.LupforallNuipmmt MUbemtedfortheuse. Lugs will be suitable for copperor aluminum conductors, rated for 75C. 2.07 SWITCHESANDRECEPTACLES: A. Provide specification grade devices throughout Switches and duplex receptacles may be commercial grade Devices shall be manufactured by Hubbell, Levitor, General Electric, Bryan, Slater, Pass & Seymour, Inc., Siena, or Arrow -Hart. B. Except when noted, plana shall be plastic, eclat to match the devices with muclang screws for recptacles, switches, telephone, and TV outlets. Provide blank covevplates for unused drugs. Coverithes for multi -gang boxes shall be sized for the box it covers. C Devices and their covetplates colors shall be coordinated with Architect and Owner. In mechanical radius, etc, the coverplates may be galvanized steel 2.08 DIMMERS: A. Incandescent dimmers shall be the linear slide -type with aluminum fins. Diamonds shall be Luton Nova Striaor equivalent. B. Fluorescent dimmers shall be the linear side -type with aluminum fins. The dimmers shall be closely complicated with the ballast type of the specific fixture being controlled and maw be field coordinated before ordering. Dimmasshallbe Lumen Nova series or equivalent. C LED dimmers moat be selected by, or specifically approved by, the specific fixture maoufacmer or supplier. Slide type dlnur¢rs are preferred where available. D. When switches and dimmers are located side by side, switches shall have identical ppea mce as dimness. Dimmers shalt in no raze have beg fins removed or modified. E. Dimmers shall W manufactured by Lutrom Hwy Prescolite, or equivalent 3.01 WIRING: A. The drawings are schematic in nature; altemative wiring paths, different conduit fill, etc, installed in conformance with the N.E.C. are allowed. Conductors man be derided per code. B. Brunch circuits slug use minimum No. 12 AWG wiring for branch circuits, protected by 20 ampere circuit breakers. Control wiring may be No. 14 nummum If distance from panel to lived outlet is 75 fact or greater (for 120 -volt argues) or 150 fail or greater (for 277 -volt cirdi igh provide No. 10 AWG. O Use PVC in South or in slabs in contaw with earth. Outside the buildings install aminimum of 30" below finished grade. D. Where mechamical damage tram, use galvanized rigid gal or intemeda4 metal conduit. E. Electric metallic robing may be used in all applications, except where Prohibited by code or otherwise noted. F. He not install exposed conduit in areas open to the public. Exposed conduit may he installed at r riratod equipment and other locations acceptable to the Architect Ran exposed un ed conduit parallel m, dat rightght angles with, the building lines. G. Direct banal wiring shall not be used. H. Use flexible medallic conduit for connections to motors, features, or other equipment when vibration is acounted. Provide sealbe flexible medallic conduit in cog areas such as kitchens, equipment rooms, on roofs, we. I. Provide a ground wire in non-metallic conduit and flexible conduit Ground wires shall be increased in size wbere circuit wiring is increased for voltage drop. J. Circuits fed through AFCI breakers shall have spinate neinmis with an cross or ground connections; wiring shall be installed per the breaker mmufacmrers instructions. K. Multi -wire branch circuits shall utilize handle ties on breakers, or other grouped discomecting means per NEC 210.4(B). 3.02 OUTLET BOXES DEVICES AND FITTINGS' A. Insall recprmle and telephone outlets 18" to center -line above floor in gseral locations; install at switch height where shown in combination; install 46To cesmteolins in mechanical equipment mom. B. Install receptacles vertically, ground pole down. C. Install switch outlet 46"mcenter-line above floor on larch side of door. Verify door swing prior to installation. Use gang boxes for mulfipledevice installation as required. D. Install outlets shown on the drawings "back-twhack" with a minimum of 6" lateral separation between them. 1.01 SERVICEENTRANCE: A. Power will W available from the secondary side oftrsefmmens) provided by the utility company. This service shall be 120208volt, 3phase, 4wire, 60 hertz A.C. for normal power and lighting requirement. Generalamngementofthe service equipment is shown on the drawings. Load balance the entire system to within 15% per phase. 1.02 GROUNDING: A. Provide a complete grounding system in accordance with Section 250 of the N.E.C. B. Supplemental electrode m be installed unless resistance of 25 ohm to earth can be domoranted. 2.01 LOADCENTERS: A Provide circuit breaker -type loadcemas as detailed on the drawings. Provide separate groundbo. Providefro'vtwith door and latch with locks keyed alike Install Wets 66" above finished floor to lop of trim. Wherepmebaremounted sidebyside,aEgnlopsofpmels. Mount a typed directory, identifying each circuit, in a directory Rome. Providetyped source label identifying source of power for each panel. Instal trims and doors with primer cows in finished areas. Provide one spare 3/4" conduit for each 3 mused poles in flush.mounted loadcemes; award from to an accessible point above ahung ceiling; cap and identify. B. Breakers shall be full width, thermal magnetic, plug-in type. Provide mulfi-Nle breakers with common trip and single amazing handle; handle ties are acceptable for multi -cove branch circuit. 1. Breakers serving rammam kitchens and bars, or where required by cede, shall be GFCI breakers. GFC1 receptacles may be used only where the receptacles are not located behind equipment. 2. HACK breakers shall has used for HVAC equipment in accordance with the equipment mmufwnuer. 3. HID breakers shall he used where HID or fluorescein fixtures are normally panel switched. C. Lugs on mains and branch breakers shall be rated for 75C or WC, copper or aluminum wiring. D. Load centers shall the Square D type 00 or equivalent by I.T.E., G.E., or Cutter Burger, 2.02 SAFETYSWITCHES: A. Provide normal duty, ado ed, fumble and nonfwble safety switches as indicated on the plans. All lugs shall be rated for 75C or WC copper or aluminum wiring Provide enclosures suitable for the surrounding area and conditions. Label switches for fader or minor supplied. The switches shall be manufactured by Square D, I.T.E., G.E., Under Laming, or equivalent. 2.03 FUSES: A. Provide power Poses of the tirnedelay type unless otherwise indicatd. Fuses shall be manufactured by Bosman,Gould Shawmu, a equivalent. Provide one (1) complete set of foes for fuse -holding devices, sized according in the minor and/or conductor to be protected. Provide a hinged cover cabinet for amrgge of spare fuses: three spare Was of each fuse size. ov A Provide Winds curems, laders,junction boxes, disconnect switches, etc as required for a complete system; make power connections to motors and controls for heating, ventilatings air conditioning, plumbings owner furnished and fire rection i meats acquired. ProequP r to B.Kimhs he Elect Refer tache Kitehm Equipment connections forfi Itchen locations and rough-in N P E9 P g & height. The Electrical Contractor on provide fins[ circuits and and at ons m kitchen elatrical equipment. Seattle conduit and finings shall be used on rune inside refrigeratedbaea and at dish tables. C Provide coune ase to hood fire suppression systends). The electrical cogeraw is respovstble fm wiring the interlock controls for hood related air handling equipment, including low voltage interlocks, and interlocks within building HVAC equipment where required. SECTION 26 50 00 -LIGHTING 1.01 RECESSED INCANDESCENT: A. Recessed incandescent humndires shall be pre -wired. Openings shall be nearly made so they are completely concealed after the trim is installed. Lumimires installed in a gid ceiling shall be supported by the flaming system, not by ceiling panels. Install metal floater frames in plaster ceiling. Fixtures shall have thermal protection where required by the N.E.C. and Ictal codes. 1.02 RECESSED FLUORESCENT: A Recessed flmrescent lumimires shall be of the proper type for the ceiling. No distortion or field modifications of the fixtures or ceilings are allowed. Luminaires stall be ready for installation individually or in confinuous rows into ceiling. 1.03 EXTERIOR LIGHTING FIXTURES: A Provide weather-proof luminaires for mowting as sla woo Provide crape main ant wattage as indicated on the drawings. Provide undergrowd wiring to exterior lighting as shown on the drawings. 2.01 INTERIOR LIGHTING FIXTURES: A Securely support and anchor fixtures and Wild boxes. Where lighting fixtures are installed in a lay -in grid ceiling system, secure fixtures to tees by installing earthquake clips at each comer of the fixture. Provide supports required, including structural members if needed Provide separate junction boxes and wireto recessed fixtures in flexible conduit with Type AT wire, unless acceptable pre -wired fixrtves are used. Conceal openings cut in ceiling for recessed fixtures with fixture trim instilled. Coordinate installation of recessed ranges with ceiling installer. 2.02 EXTERIOR LIGHTING FIXTURES: A Exterior lighting fixtures, raceways, equipment, me. shall beweather-proof and suitable for temperatures down to -20R B. Bellow type, lamp wattage, and rated voltage Shall has as indicated on the plops. Each ballast Shall has ofthe Separate - component type, capable of reliable lamp mining down to -20F, and shall have a minimum power factor of .910i 2.03 LAMPS: A Incandescent lamps shall has rated at 13011. H.I.D. and fluorescent lamps shall be as specified con plans with ballaats as specified in the following specifications. Lamp coda listed are ANSI. All lamps shall has Sylvania, General Electric, or appmvedequivalent B. In porcelain keyless fixmua, provide medium base, self bellowed, A-line shpq flmrescent lamp, GE FEE] 5/2/MI or equivalent. 2.04 DRIVERS A. LED drivers shall be elechoviatype, labeled as compliant with radio frequency interference (REI) require mat of FCC Title 47 Fart 15, and comply with NEMA SSL 1 "Elecomic Drivers for LED Devices, Ammys, or Syster s". LED drivers shall have sound rating of "A", have a minimum efficiency of 85%, and be rated fm a THD of less than 20 percent at all input voltages. R Dimmable LED drivers shall be 0-101V type. Dimmable LED drivers shall be capable ofo immivg without LED strobing or flicker across their full dimming range. C Ballasts and drivers gall berated for the ambient temperatures in which they are located. Outdoor fixtures shall be equipped with ballasts or drivers rated for reliable starting to -20 degrees F. Indoor fixMes located in area with direct slight or above normal ambient temperaMa shall have ballasts or drivers recd at 65 degrees C minimum. 2.05 BALLASTS: A. General- Ballast shall be U. L listed and shall comply with all applicable state and federal efficiency standards. Ballasts shall be manufactured in the U.S.A. Ballast mase temperature shall not exceed 90C. D Fluorescent Ballasts: I. Ballasts shall be high frequency electronic type, operating lamps at a frequency of 20 KHZ or higher with no detestable flicker. 2. Where required by code, the ballast shall have an integral integral disconnect device, in acrerdame with NEC 410.130. 3. Whereelectronic ballasts are not available for a particaw fixture or lamp configuration, electromagnetic energy redwing ballaws maybe used. Otherrequirements of this section still apply. 4. Ballasts shall be equipped with BE ampmen, recognized, tot -PCB -protected compares, Class P protector, and class A sound rating. 5. Ballasts shall meet all applicable ANSI and MEE standards regarding harmonic dvsegiov and surge protection 6. Ballasts shall have Power tactor above 90i and a Imp crest factor less than 1.6. 2 Emergency ballasts shall be fixture-mmumtcd, self examined type including ballast, nicad bakery, charger, inverter and seeing circuitry, all mounted in a red steel onulowme. The units shall has rated for N minute operation, and shall provide at least 1,000lumen for single or hi -pin fluorescent gamins, and 950lomens for compact fluorescent lamps. Ballasts droll be U.L. listed ant shall be manrfaca mead by Bodine, or equivalent. 8. Ballasts shall have a three year warranty, including labor allowance. 4 ratings shall WMagnetek'Triad" type for larger tamps, "Universal" type for compact lamps. Approved equivalents me General Electric, Advance or Universal. C High Intensity Discharge High-intensity discharge ballasts shall W high power Wagon constant wattage, Sttotr former type. Ballasts shall be manufactured by Magnetek, Universal, General Electric, or Advance. 2.06 INDOOR LIGHTING CONTROLS: A. Provide combination daylight and occupancy, lighting control system as shown on drawing. Include Iowa peeks, sensors, controllers, transformers, relays, wiring, etc. as required D Secnam of operations: I. Daylight control mv*All Footwear offices within Isof exterior windows): a. Lights will be nutted on with eccvpuncy detection. b. Daylight sensors will dim fixtures to maintain 50 foot candles on working surface of desk. c. Light will be tanned off site 10 minutes with no occupuncy defection. 2. Occupancy control areas(All interior arae): a Lights will be tamed on with eccapmcy detection b. Lights will be awned off after 10 minutes with no occuparry detection. 3.01 DESCRIPTION' A Provide a complete system of raceways, pull boxes, outlet boxes, and terminals. Raceways shall form a complete path up walls and across inaccessible ceilings. Computer wiring may be ran wild above accessible ceiling. 4.01 CONDUIT: A Conduit in the building shall be galvanized EMT, with plastic bushings on ads which are not ermisted in a box. 4.02 WALLOUTLETS: A Wall outlws shall be 4" squamprased steel boxes, with single grog plaster ring. Connectors end mverpates ate m be provided by the computer system installer. B. Provide an alternate price for plaster rings at outlet location, and pullstrings m wall W to accessible ceiling, in lieu of conduit and boxes. 4.03 WIRING: A Wiring shall be Provided by the computer system installer. Whingrum Mid in mar plenum shall be teflon coated similarly rated for be application. 5.01 EXECUTION: A Provide Nil strings in all warrant. R Field verify all computer outlet locations. Fiml locations and heights shall be o designated "a Architect or Owner's representative. 1.01 DESCRIPTION: A. Provide a complete system of raceways, pull boxes, amid boxes, and terminals. Raceways shall form a complete Nth up wallsandaerossinaeeessiblece Ings. Telphonewdngmaybemnwildohoveweessibleceiling R System will include coming underground conduit routed to a prim of connectingusmlly a pedestal or a power pole) as directed "a telephone comply. Exterior conduit shall be sized and installed as directed by the telephone company. 2.01 CONDUIT: A. Conduit in the building shall be galvanized EMT, with plastic bushings on ends which are not terminated in abox. Exterior underground conduit shall be schedule 40 PVC with solve djoim. B. Wal outlets shall be4" square pressed steel boxes, with single gang plaster ring. Connectors and coverplwes me to be Provided by the telephone system instafler. C. Provide an alternate price for plaster rings at outlet location, and pullgrings in wall up m accessible ceiling, in lieu of conduit and boxes. 202 TERMINALS: A Telphone terminals shall be constructed of 1/2" thick, fie resistant, interior finish plywood, painted white, sized w shown or required. Provide power and ground connection as required or shown onthe plans. 2.03 WIRING: A Wiring shall be provided by the telephone system installer. Wiring run in air plenum shall be teflon coated or similarly rated for the application. o.vr A. Provide Nil strings in all conduit. B. Exterior undergo" grind shall use long radius, sweep ells. These elbows shall be schedule 80 PVC, or PVC opened GRC conduit. C. Field verify all telephone curls[locations. Fiml locations and heights shall be as designated by the Architect or Owner's representative. SECTION 27 40 00 - VIDEO SYSTEM 1.01 DESCRIPTION A. Provide a complete system of areaways, pull boxes, world Words, and terminals. Raceways shall form a complete path up walls and across inaccessible ceilings. Vidawiringmaybemnwildahovewcessibleceiling 2.01 CONDUIT: A. Conduit in the budding shall be galvanized EMT, with plastic bushings on ads which are not terminated in a box. Exterior underground conduit shall be schedule 40 PVC (schedule 80 PVC radius elbows) with solvent joints 2.02 WALLOm LETS: A. Wall outlets shall be 4" square pressed steel boxes, with single grog planer ring Comecmrs and eoveplges are to be pool up ur accessible installier of conduit nd alternate pace for plaster rings gourlet location, and Nllsrnngs in Wall rip m geessble ceiling in lies Of conduitand boxes. B. Terminal shall contain one type F convector==ld on a brushed aluminum plate. "CAW" will Wcoasted on plate above each connector in V'4 high black letters. 2.03 WIRING: A. Wiring shall be provided by the video system installer. Wiring rum in air plarms shall be teflon coated or similarly rated for the application. 3.01 EXECUTION: A. Provide pull strings in all conduit. B. Exterior underground conduit shall use long radius, sweep ells. These elbows shall be schedule 80 EVC conduit. C Field verify all television maker locations. Final locations and heights shall be as designated by the Architect or Owner's representative. DIVISION 28 -ELECTRONIC SAFETY AND SECE11firl SECTION 283000 -FIRE ALARM SYSTEM 1.01 GENERAL: A. Provide m elmuonicaflyoperated, dmablesuperyised, wosed<ircuil, addressable typo ftrealaom system consisting ofa control unit, manual -pull stations, alarm signals, Stromatic smoke and heat detectors, sprinkler monitor modules, and control relays as required, located as shown an the drawings and wired in accordance with the mmugdrmds instructions to make a complete and workable system as hereinafter described B. Add, remove, move or change devices as required no Provide a fire alarm system meeting the requirements of the authority havingjirisdicusen. C. Provide Secularist manufactured by Simplex Time Recorder Company (System 4000), or equivalent by Fire Lite, Notifier, or Silent Knight. 1.02 CODES AND REGULATIONS: A. Fire Alarm system shall comply with NFPA 72(1999 edition). 2.01 CONTROLPANEL' A. The antro[ panel shall be modularwith Solid state, microprocessor based electronics. Panel shall contain an 80 -character LCD display to indicate Panel stains. The Panel shall mein& initiation device circuits, alarm indicating appliance circuit, Supervised annunciator circuits, automatic battery charger and standby batteries. B. The fire alarm control panel shall be Simplex Series 4010 or equivalent. 2.02 ANNUNCIATOR A. The amwdawr shall be flush mounted and back lit using LED light for power on, trouble and alamr indication. Remote marrourciator shall haves 80-ehameter LCD display. Unita may be stacked within one sgosme in awmara odme the proper number of zona. The uncommon shall include marble silence, alarm silence, set system reset switches. The amine annunciater shall be electrically supervised from the award peel. B. The armsgamr shall be Simplex 4602 Series or equivalent. 2.03 MANUAL PULL STATIONS: A. Manual pull Storage shall he double action type made of red lexs with raised white letter; activation shall require two separate and distinct actions. Rae[ shall require a key common to the control panel. B. Pull stations shall be Simplex 4099 -series or equivalent 2.04 SMOKE DETECTORS: A. Smoke Detectors shall be a dual-chamber, pho selectnc type detectors, complete with Fleshing status -indicating LED for visual supervision When the detector is grouted, the Flashing LFA will latch on steady and w full brilliance. The detector may be reset by growing the control panel reset switch. B. The detectors shall be Simplex 4098 Series or equivalent. 2.05 AUTOMATDCHEATDETECTORS: A. Automatic bass detectors shall be combination rete -of --rise and feed -temperance type. When the fixed temperature portion Is activated, the mita shall W voa-restomble and give vial evidence of the operation. B. The detectors shall be Simplex 4098 Series or equivalent. 2.06 DUCT SMOKE DETECTORS: A. Out smoke detectors shall be solid-state phomwedric typo and dull operate on the light scattering principle Detector construction shall be of the split type, a mounting base with twishlock detecting head. RemovwofthedetecrerheadshaE interrupt the supervisory circuit Detector shall be compatible with roma0y train fire alarmdeWhen devices Detector shall haven alarm LED visible through a transparent Rnnt cover. B. Thedwecmis shall be Simplex 4098 Series or equivelar. 2.07 ALARMHORN/STROBE: A. Alarm home strobe shall be combination devices They shall be polarized and operated by 24VDC. Each horn shall include separate wire lead for in/out wiring. The strobe shall be a xenon flwhrge. The lexan lata shall be pyramidal in shape. The units shall have panel module and wiring installed to operate strobes independently when bums are auned off. B. The warms shall be Simplex 4903 Series or equivalent. 2.08 ALARM STROBE: A. Alam strobe shall be a xenon BashNbe. The learn lens sha0 be pyramidal in shape. B. The alarm shall be Simplex 4904 Series or equivalent. 2.09 DOOR HOLDERS: A. Door Holders shall be low voltage magnetic type with a minimum holding force of 25 lbs. The holders will be flush mounted wherever Possible. Coordinate the coca locwion voltage, etc with the door supplier to assure compwibility if the holders are provided by others. B. The holders shall be Simplex 2088 Series or equivalent 2.10 REMOTE ALARM INDICATORS: A. Remote alarm indicators shall be provided for detectors, which are wormed above ceilings or in locked rooms. The indicators shall include test station switch for detectors above wilings or in arcs difficult to access. The remote warm or remote alarmtest stations shall be Simplex series 2098 or equivalent. 2.11 AUTODIALER A. Install and wire an auto dials unit for communication to a central station over lased phone wires. Field coordinate exact details with the Owner or Owner's representative. 212 MONITORMODULE: A. Provide an addremble monitor module for supervision of waterline and tamper switches. B. Simplex IAM or equivalent. 213 WIRING: A. Provide a complete system of raceways, pull boxes, and outlet boxes Raceways shall form a complete Nth up walls and a cross inaccessible ceilings. Wiring may be ran wild above accessible ceilings. 3.01 INITIATION' A. Upon the operation of my coastal pull station or automatic initiating device (smoke detector, sprinkler flow switch, mc.T 1. Sound a continuous, audible and visible comm in the entire building 2. Provide description of wean condition via LCD display w FACP and remote annuociator. 3. In addition, provide contras and wiring required for the following functions: a. Shut down all air handling unit, except exhaust fns. It. Said a signal to a came monitoring station. 3.02 SYSTEM REPRESENIATIVE: A. All system representative shall be an authorized engineered systems distributor located within a 50 mile badio of the project. 3.03 REMOTE INDICATING LIGHTS' A. Remote indicating light shall be provided for existing detectors gagged firm view in locked rooms. 3.04 COMPONENT PROTECTION: A. Provide a wire guard over any detector or horn in an area susceptible to physical damage. 3.05 FLOWANDTAMPERSWITCHES: A. Wire all flow switches and tamper switches installed by the fire sprinkler connawor to monitor modules. Determine exact quantity and location before bidding and include the rags of carry wiring and conduit. 3.06 HORN LIGHT: A. Wire the extents five protection horn fight when shown on the plans or as required by the Fire Department. PATH architecture 21 + planning 2245 Curtis Street, Suite 100 Denver, CO 80205 Tel: 303.630.9261 Email: mVinsey@path2larch.com www.path2l arch.com Consultant Team MEP Boulder Engineering 1 71 nam snit CO emce on: xwus.aaa No. Description Dale .j0 Wkedt.'s Y �4rtl449 Does 19-024 NEW IMAGE TAPROOM 9505 W. 44TH STREET WHEATRIDGE, CO 80002 Issue PERMIT SET Date 1/20/2021 Project Number 19153 Drawn by BH Checked by EM Sheet Title ELECTRICAL SPECIFICATIONS Sheet Number E401 3160 VFN®SI.SUITE301 OL RENO JAMES waa"T"°`ONE:30 D°m033 PXO MolAJ0 sIOS &MM E N p l N E E R I N G DI(1HG®RaN0IM1aaCOH March 169 2022 New Image Brewing 9505 W 441° Ave Wheat Ridge, CO RE: Approval of Testing and Air Balance Report New Image Brewing To Whom It May Concent, Today on Match 16, 2022, at approximately 3:30pm, I performed a site visit and inspection of the rooftop unit and mechanical system installed for this tap house facility. I have also reviewed the TAB report completed by United Test and Balance dated 3/16/22 based on mechanical drawings by Boulder Engineering the design team of record. The TAB report indicates diet the final balanced CFMs for the RTU as well as one exhaust fan being below the +/_ 5%thresbold indicated on the design team's mechanical plans. I hereby approve of the TAB report as it stands based on the fact that the design team's plans indicate that the code required ventilation is met by natural ventilation, and not mechanical ventilation. In other words, operable windows and doors are used to satisfy fresh an requirements to the tap room area This is explicitly allowed by section 402 of International Mechanical Code, and I found no errors in the calculations as shown on the design term's plans. Furthermore, the RN has no fresb air intake on the roof such as an economizer or manual air damper. The final balance CFMs per the TAB report, while lower than design, in no way decrease the fresh ah to the space. Please do not hesitate to contact me if I may be of further assistance Regards, Dan King P.E. Reno James Engineering Dan King RENO 3M46 wawssamu 1370 v� sc sm 3011 w dour, cew„m No33 www.woi+m+� 0 (P)3 3 5105 1 hb®Im jig T\U/a United Test and Balance /A\ 10470HrmC 80127 C \\ Linlel9q 0080127 Preliminary Testing, Adjusting, and Balancing Report Project Information Pm*a Name: New Image Taproom Report ReabminktmniWth Adder 9505W.44v Ate Whet Ridge,COBMn Elemow 5,459k Revlewiog SupervLmrSipawm Certified Renaana[e Mnch W,Z .knmy Jamas wme Jemmy James Mernll Ftf,WW T.A.B.aepon M]3.N.1015m,Y Tw Contractor Information Mechmo lCoButti Supexlm HetdogandA¢ Mechanical Engineer Arcba- Consufiant Team PATH MEP 27 1 BOWtllf Fngneehg .�piannlne ew m.',muftlY� Ff'No Company Certification Information AIS EBT Mictmammav EBT -AL July12,2021 Alex Hydtmic Mammaec HM675: July n, 2021 Se•anper fidelis Veteran Owned and Operated T Y113 United Test and Balance �t C A ioawfl .008 27 Litdelmu sots warrantyInfotvration Dear Customer, As we try to build our customer base and ensure your complete satisfaction on every project United Test and Balance would like to wend a 180 Day warranty policy for everypmject. The terms of the warranty are listed below: United Test and Balance does hereby w armnt the before said completed project for a period of 180 Days from the date of the issued Certified Test and Balance Report That said work shall remain free from all defects in workmanship and material, and that it shall comply with aU the specific requirements of the Specifications and other Contract Documents governing the Testing, Adjusting, and Balancing It is understoodandagmed upon that in the event of defects and the necessity of malcingrepahs, the Owner and/orContracomwill termedlately notify Unimd Test and Balance in writing of its conditions andshan give the contractor reasonable time, 30 days, in which to make said repairs. If any person, firm, or corporation other than United Test and Balance has, since the completion of the above work, performed or attempted to perform my repair; to the Mechanical Systems then this warranty win become null and void This warranty docs not cover my repairs made by anyone other than UmtedTestand Balance or one of its authorized representatives. Thank you for the opportunity towork with you on this project and we look forward to workingwith you in the furore. Jeremy Merrill Owner T.A.B.B, Certified Supervisor Semper Fidelis Veteran. Owned ood tlperated T' Y' United Test and Balance SeamiiN'r Fidelis Vegeram Ow'mieA amid Opera441 /A\ oaUtdom drzd ugac umam.coaolz7 Abbreviation Index AC A tumung Uwt RW Kibmaa mu A Hmdlmgumt LAT Le.vivg Av iempeneue AMPmA Ampere LB Pond APD A Peeamre Drop LWT L>vivgWetetTwpentme ATMOS Atmosphere MA Need Air ERP But M.xhmm B'IV Edti.h Themal Unu MIN Nuum"m lHUH BTUperHum MAU Naite-Up Ak CPM ^•. Feetpmmfiun N/A No Aeme CHW CTed Water N®. EM Nominal Ef&ieRy CFiWR t dWave Remm OSA Outvh Ak CHWS Chilled Water Supply ODIM Cmvide Diameter leaide Diameter CF Cooling Tomer P pimp Clllf CalxmetUmt Heater PD Preeeme Drop CWR Cmdeoaer Wane Regime PF Pomee F.cme CWS Cmodoneer Water Supply PFPB Pavlld Fm Poorer Box DB Dry Bdb(Tempenture) PH PMse DBGm^ Degee PSI Pcmele per Squere Inch DPor AP DIN:rvatial presentee RA Reum Aa AT Di(ferentid'1'empenme RET Ream (L') Existing RG Return Grille IU Ezhwn Ak RH Rektive Hsmddhy, EAT evmong Ak Tmpm.mre RPM Revdutioua per Mimete EF Exhaust Fm R'Ill Roof -Top Unit ER Exhaust Relpater SA sepplye ERV Enetgy, Recovery Ventilator SD Supply DiA er ESP External Static Premne SP Stec Prevume EWT enmdng Warn Tmpemare SP Service Factor OF Fah®brit SFPB Sever Fm Pomer Box PPB Fm Pone Box s% Square Feet FCU Fee Coil Una T4IT-2 IT -3 Tem®dllTemdn.l2lTezoumd3 FLA Full Load Amps TEMPocv Tenpentme FPM Feetpu Mveut, TSP Total Static Pamuae FL Feet T-Sw Themostc HD. Hud V Volts HP Honepomer VAV Vodable Aix Vohmre HWR Hot Wares Return VFD V.v.bk Frequency Drive HWS Hot Wear Supply VP Vekdty Premium RZ Hun(Cycka per Second) WB WetB Taaperatme W. Ltchea W.0 Walter Column IMF IGtrhen Exhaust Fan W.G. Wave Gouge SeamiiN'r Fidelis Vegeram Ow'mieA amid Opera441 IS fC,4*P aradrd Rd. Unit C Tr United Test and Balance A Table Of Contents PROJECT: Nowirnai;eTalwcom DATE: 0/101= LOCATION: MeaIndue. CO CONTACT: Foulcan Ronnivu IDeficiency Report ......... .............................. . .. ......................................................................................................... 2 Roof Top Unit ..................................... ... ............ .................................................................................................... 2.1 EATU413 ....................................................................... .......... ......................................................................... 22 E-RTU-03/3PP-0i ................................................ ............................................................................................. 3.1 EF41t ..................................... 4 New Imap Taproom Mechanical United Test and Balance Tr u B United Test and Balance JA\ 1Man RmM. CO SO Vnn C / \\ tiuteeen. CO 8O1Y/ Deficiency Report PROJECT: New Image Taproom DATE: 3/1020]2 LOCATION: W eandge, CO CONTACT: Ruben Ramo PROJECT a: 22-2878 AUTHOR: Jeremy Memll United Teat and BeI Page 1 of 7 NN% r \u United Test and Balance B iRd Vni+G XA10440oksqu. \\ LiMInIGr. Cb 6uaaT Roof Top Unit 1CWR 10WRPM PROJECT: New Image Taproom DATE: Wlo LOCATION: Meebidge, CO CONTACT: Ruben Romero PROJECT V. 22-2876 AUTHOR: Jemmy MWO SYSTEMIUNIT: E -RTU -03 Log: Tested By: Gabe Martinez Dae: 3/02022 Una MampePoperm'M Una Model Nueor GPG1M2080MC1NB Una Smal Number 1TM119724 Mehr RPM 1CWR 10WRPM DmAnflrWon 14W CFM P fl Mm Q7CFM Daagn OUNMe Plmow FAT Fan Not Weee CFM uosnhv MmrValen72 207voM MAtrP Tl 52Pmpe Log: Tested By: Gabe Martinez Dae: 3/02022 We= GeEe Melo No EeonomWr rohled on eWHp Rata Top Unit Y 2 Gabe MaMm UnleMMmhyhelavaieMerpeetl aebdMn. Page 2 of 7 Mehr Manuhclurer OceanBmad MotorW4H Mo r NP Mehr RPM 1CWR 10WRPM Mhr Re1M Vpin 206230 Vohs bw MOIw FL Amps SLSAmps Malor ServiceFador 1.00 EATU-03tSuoo v Fan T7771 Momr Sheave Mm1w "._ Ga n5uppry ESP We= GeEe Melo No EeonomWr rohled on eWHp Rata Top Unit Y 2 Gabe MaMm UnleMMmhyhelavaieMerpeetl aebdMn. Page 2 of 7 U TXAX Roof Top Unit PROJECT: New Image Taproom LOCATION: Meanings, CO PRO.IECTIb 22-2878 SYSTEMIDNIT: E.RTU413MPP-01 United Test and Balance 1 ryaiR amJ15wi Re. UwitC LNtletaa 1. (b AOITT DATE: 31102022 CONTACT: Ruben Romano AUTHOR Jarrow Memll Tested By: Gabe Malinez Date: 3/8/2022 0.30 0.00 0.15 SF x X —0.30 0.00 0.00 0.15 "ance Page 3 of 7 DXC 11 SP In NO Rant F. w.O. M 1201apw 0.151n.w.e. Suppry Fan SPln -0.301, mc. Supply Fan SPO NOMa aAw.c. Gas Hee E[tlnryprSP In NOAwco in.we. Cin Neat FstivryprSPP[ NO Ptasa M. w.c. Log: Rai n nm nor r InW onnNrg nX. 0.30 0.00 0.15 SF x X —0.30 0.00 0.00 0.15 "ance Page 3 of 7 U T Fan Unit PROJECT: Newlmpe Tyrwm LOCATION: Wbeebidge, CO PROJECT e: 22-2078 SYSTEMIMNIT: EF -01 Cacgn h l QFM n ESP 0.31nm EF -01 Exhaust Inlet Summary United Test and Balance 1[ 0NP4 rd Rd. UnitC UWxten, CO W121 DATE: &102022 CONTACT: Ruben Romem AMOR: Jereme Memll Tested By: Gabe MaMnez Date: 3/82022 United Teat and 8e/mrce Page 4 of 7 From: ..ti®r,wl atndae co us To: C MMD& PMM subjeo: Wine F"Sumftal: GaM"ual rntabr llentlelrre:an[ nni elle: FrlEag Aptll 2, 2$] 9:13:35 AM Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to Fire Department Begin Application PROPERTY INFORMATION Property Address 8505 W 44th street Property Owner Name Brandon Capps Property Owner Phone 770-881-1010 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email brandon@nibrewiW.mm Address Attach City of Wheat Payment Form New Imane Brewing Tao Room odf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** APPLICANT INFORMATION Contact Name of Maeve Kinsey Person Submitting Application What is your role in the Architect project? Contact Phone Number 720446-9286 (enter WITH dashes, ag 303-123-0567) Contact Email Address mkinseyQpath2larch.com for Plan Review Questions Retype Contact Email mkinseyill"m2larch.com Address DESCRIPTION OF WORK Is this for a new No tenant? Business Name of New Image Brewing Tenant Detailed Scope of INTERIOR REMODEL AND BUILD -OUT OF TENANT SPACE. Work - Provide a DEMOLITION OF SOME NONSTRUCTURAL INTERIOR detailed description of WALLS. DEMOLITION OF EXISTING RESTROOMS. work Including SELECTIVE SLAB DEMOLITION. SELECTIVE STOREFRONT mechanical, electrical, DEMOLITION AND REPLACEMENT IN EXISTING OPENING. plumbing work INTERIOR TAP ROOM WITH NEW BAR EQUIPMENT,AND Occurring, NEW ADA ACCESSIBLE RESTROOMS. NEW EXTERIOR adding/removing walls, PATIO. RE -STRIPING OF EXISTING PARKING LOT. etc Location of Work INTERIOR OF BUILDING, SOUTH PORTION Square Footage Area 1,712 of Work Being Performed Asbestos Report - if Field not completed.. applicable Construction Plans NEW IMAGE BREWING TI 509 W "TH STREET PLANS scanned on 11"x17" or AND SPECIFICATION MANUAL odf larger Project Value (contract 200,000 value or Cost of ALL Valuation okay materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Maeve Kinsey Permit Email not displaybg conedly? Vim It in vuur browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE e Inspection Type: Job Address: Cy 0 ``' LA' - A-V, Au Permit Number: Q (D\ 2 t) 3 \ y ❑ No one available for inspection: Time s `� AM/PM Re -Inspection required: Yes 14e ) When corrections have been made, call for re -inspection at 303-234-5933 Date-' \(; Inspector: DO NOT REMOVE THIS NOTICE STUD10a.ia E N G I N E E R I N G May 9, 2019 Wheat Ridge Building Division 7500 W. 29`h Avenue Wheat Ridge, CO 80033 Re: New Image Brewery Permit No: Comm. Tenant Finish Permit -201803315 9505 W 44th Ave. This letter is to confirm that this office has made periodic site observations of the referenced project, and based on these limited observations, has found the work pertaining to the superstructure to be in general compliance with the plans and specifications prepared by this office. Site visits included the footing and foundation reinforcement for the new exterior silo. Items which were not in compliance were called to the Contractor's attention and have been corrected. Sincerely, Cody B. Bohall, P.E. CEO/President Studio 8.18 Engineering, PC www.Studio818Engineering.com 7611 Grandview Ave. P:303.255.3664 A -,-A-, Pt-%Orll'ir17 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION,NQTICE . c Inspection Type: ,� { rte!' C- C Job Address: Permit Number: of ( 7 G -7 f J 011 r`. f ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: 'D :M DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:" Job Address: Permit Number:y 1-2 u 7-1 1> ❑ No one available for inspection: Time :X)U AM/PM Re -Inspection required: ;/,Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:—'-- /- � S - /7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: lip. Job Address: C L)'� Permit Number:ti- ❑ No one available for inspection: Time �'` AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:` `� ` � Inspector: Vie, DO NOT REMOVE THIS NOTICE i 'CITY 00 WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235=2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6103- E et l r1g Job Address: 96-D-15 W C -1 g-/ P-Ve Permit Number: �) D ) (R a --;1 -'1 ) ,- ❑ No one available for inspectiogg•�._ - AM/PM Re -Inspection required: YesNo When corrections have been made, c r re-" on at 303-234-5933 Date: Inspec o DO NOT RE VE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: v`O - riA t�e Job Address: ' 5-0 S7 im . Permit Number: I R D 3 73 ! S ❑ No one available for inspection: Tiro Re -Inspection required: Yes No When corrections have been made, call f�i 1 Date: - _ i insp M i re -inspection at 303-234-5933 a I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C C,, } g 5\t Job Address: `� C� �' LJ (� Permit Number: -V- ❑ No one available for inspection: Time ,'l ? AM/PM Re -Inspection required: Yes L1 When corrections have been made, call H for re -inspection at 303-234-5933 Date: _ '1'1 `? - 1' ` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: U 1 ❑ No one available for inspection: Time Qct O d AM/PM Re -Inspection required: Yes P-10, When corrections have been made, call for re -inspection at 303-234-5933 Date: ' ! t Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0 vt_. %"J/10 Job Address: G S VT- cky _ Permit Number: 0C -A � 0"3?, r ❑ No one available for inspection: Time I AM/PM Re -Inspection required: Oe No When corrections have been spade, call for re -inspection at 303-234-593113 Date: _� –11 1'� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i�)v t i �A A 1 \ ✓ ,J Job Address: Cl ti U '�5- (\\ Permit Number: c� G l� `� ` \ a iF V,U-N ,,G v i ❑ No one available for inspection: Time C AM/PM Re -Inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date: L\ `z. Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� ��A_ � I � Job Address: a� -- rNe Permit Number: ❑ No one available for inspection:v_Time Sp��AM M Re -Inspection required:(No When corrections have been made, call for re -inspection at 303-234-5933 Date:3 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Y -U a C, V-\ Job Address: yo `i�14� AV � Permit Number: D (_) 1 7, (S 1 % � �.... 'vim K•-�� �. 1 P �i , � I ^ / ❑ No one available for inspection: Time AM/PM Re -Inspection required: //Ire) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: h DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C W r k r`` c_l ck Job Address: `� `� '� �l �� 6 t Permit Number: U ❑ No one available for inspection: Time I'�'� AM/PM Re -Inspection required: Yes (No When corrections have been made, call for re -inspection at 303-234-5933 Date: IZ i�! Inspector: ►f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT -RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ~? e \,'-S `' ( l ,�c\.c ( (ti -, ,, G(. Job Address: (`� G `>� V/d qLkr-�\ j(t, c Permit Number: J C) E t Flo, one available for inspection: Time AM/PM Re -Inspection required: Yes) No When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector:., !^ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201803315 PERMIT NO: 201803315 ISSUED: 01/07/2019 JOB ADDRESS: 9505 W 44th Ave EXPIRES: 01/07/2020 JOB DESCRIPTION: Interior tenant finish to include plumbing upgrades, new boiler with enclosure, system piping for future equipment; Exterior structural pad for silo on north side of building - 5,798 sq ft total Tenant: New Image Brewing *** CONTACTS *** OWNER (303)475-1405 BETSYE CHENOWETH GC (303)792-5901 William J. Hollingsworth 150307 Foothills Commercial Builders SUB (303)280-9177 Glenn Hibl 021091 Precise Mechanical Services SUB (303)477-5116 Robert Sechler 019506 Sechler Electric CO SUB (303)841-2870 Joseph Marguez 190007 Rock Water Plumbing *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 122 / USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 116,000.00 FEES Total Valuation 0.00 Plan Review Fee 802.91 Use Tax 2,436.00 Permit Fee 1,235.25 ** TOTAL ** 4,474.16 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201803315 PERMIT NO: 201803315 ISSUED: 01/07/2019 JOB ADDRESS: 9505 W 44th Ave EXPIRES: 01/07/2020 JOB DESCRIPTION: Interior tenant finish to include plumbing upgrades, new boiler with enclosure, system piping for future equipment; Exterior structural pad for silo on north side of building - 5,798 sq ft total Tenant: New Image Brewing I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be p for is disclosed in this document and/or its' accompanying approved plans and specifications. A7_11 q natud-of OWNER QL CONTRA( rnA YCircle one) Date This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services or grantin f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any 4, or any finance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ]�W,��of atl�,idgc 414FAUN[ CY DEVELOPMENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 maelved- Inspection Line: 303-234-5933 Email: permits(cbci.wheatridge.co.us FOR OFFICE USE ONLY Date: I I z)I � ` Plan/Permit # 2L I V V✓ -3 Plan Review Fee: �V Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 9505 West 44th Avenue Wheatridge Colorado 80033 Property Owner (please print): New Image Brewing Phone: 770-881-1010 Property Owner Email: brandon@nibrewing.com Tenant Name (Commercial Projects Only) New Image Brewing Property Owner Mailing Address: (if different than property address) Address: , State, Zi Architect/Engineer: Path 21 Architecture Architect/Engineer E-mail: btumer@path2larch.com Phone: Contractor Name: Foothills Commercial Builders (303) 534-5221 City of Wheat Ridge License #: � 50 j�)-7 Phone: (303) 792-5901 Contractor E-mail Address: estimating@foothillsbuilders.com bdavis@foothillsbuilders.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Barclay Davis Phone: (303) 880-8036 CONTACT EMAIL(p/ease print): bdavis@foothillsbuilders.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ,COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Mostly interior work upgrading plumbing, adding a boiler and system piping for future equipment to be installed by others. Exterior work is a new structural pad for a silo located on the North side of the building. Electrical work is hookup new boiler. Installat of boiler includes a new enclosure consisting of Steel Studs, sound Batts and sheetrock as scheduled on Sheet A.541 detail J40 Sq. FULF 5,798 BTUs Gallons Amps Squares For Solar: KwofPanls Requires Structural For Commercial Projects Only: Occupancy Type:94-N—C-0estruction Type: Occupancy Load: 58 Square Footage: 5,798 Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 116,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (COMMACTOR) Signature (first and last Printed Name: ATIVE) of (OWNER) (CONTRACTOR) DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: `�Ot C� I r1 FTQ&kD Reviewer: BUILDING DEPAR N COM ENTS: Reviewer: /1 7,11 PUBLIC WORKS COMMENTS: Reviewer. OCCUPANCY CLASSIFICATION:_ CONSTRUCTION TYPE: o Q Building Division Valuation: jib, wo enia Reimer V� 33 f 5 From: Barclay Davis <bdavis@FootHillsBuilders.com> Sent: Monday, December 31, 2018 9:09 AM To: CommDev Contractors Subject: Fwd: New Image Brewery - 9505 W 44th Ave Categories: Gina Proof of submittal to fire department Kind Regards, Barclay Davis Project Manager Foothills Commercial Builders, Inc. -------- Original message -------- From: Kevin Kirby <kevin.kirby@arvadafire.com> Date: 12/31/18 9:06 AM (GMT -07:00) To: Barclay Davis <bdavis@FootHillsBuilders.com> Subject: New Image Brewery - 9505 W 44th Ave The plans for the tenant improvement at 9505 W 44th Ave, New Image Brewery, have been submitted to AFPD and are awaiting review. The job number is 181226003. Kevin Kirby Fire Prevention Specialist Arvada Fire Protection District 7903 Allison Way Arvada, CO 80005 Office: 303-424-3012 Direct: 303-228-3610 1 18°D SLOWDOWN TANK (BDT-1872) 24' 96' (A) LOW COMBUSTION AIR DUCT / NOTES: SUGGESTED BOILER ROOM PLAN FOR LOW PRESSURE STEAM BOILERS CUSTOM FOR MODEL 180S F 2"HIdH 26" CONDENSATE 12" VENTILATION RETURN - FEEDWATER AIR TANK FLOOR DUCT 36" (CR -50) — ..- 30' SINK (USE CAST IRON PIPE) CHEMICAL 32' (B) TANK 0 REAR BOILER 120/60/1 I 1 OUTLET 0TGAS O WATER STEAM ER SOFTENER OUTLET EL MN CITY WATER o SUPPLY VENT CONNECTOR 48" `RAIN ET ELECTRICAL PANEL SAFETY RELIEF QVALVE(S) TO FRONT OF BURNER I OR GAS TRAIN e 84' (H) 1 24" (OPEN DOOR) ,�'MINIMUM ,BOILER ROOM HEIGHT W/STANDARD 104' BAROMETRIC DAMPER MINIMUM HEIGHT NOT INCLUDING HOUSEKEEPING PAD. ' ADD AN ADDITIONAL W FOR AUTOMATIC STACK DAMPER EMERGENCY BOILER 1 SWITCH 1. Dimensions given are suggested minimums. Check local Jurisdiction for exceptions. Lgr) 2. See appropriate Rite Boiler catalog for A, B & H dimension. 3. H Dimension may be waived if boiler lines up with doors as shown. 4. Minimum boiler room HEIGHT provides 6" clearance above Type B Vent Tee. 5. Leave 6' clearance between auxiliary equipment & walls to run piping. 6. Boiler shown as standard "right hand" gas train & control configuration. Left hand also available. 7. See additional space required for automatic stack dampers when provided. 15 PSI Low Pressure Steam Boilers Atmospheric / Natural Gas Fired Rite atmospheric gas fired low pressure steam boilers are the boiler of choice for breweries, bakeries, distilleries and building heat throughout North America. Some of our most important features include: A broad range of sizes - from 3 to 300 horsepower. Lower water content steams faster and uses less fuel than other designs. Extra tubes in the convective section deliver dry 99% high quality steam. Whisper quiet operation (between 20-30 dBA at 3 feet). Burner has no moving parts, and can be permanently set in a few minutes with a screwdriver and a gas pressure gauge. Flame safeguard controls are microprocessor based and can support a keyboard display module. Header box expansion joint allows free movement of tubes. Heavy duty steel base and construction throughout. Document holder on side of boiler (with complete O & M Manual). Headplates are hinged for easy access and in- sulated to improve efficiency. 100% access to waterside surfaces = maintainable efficiency for the life of the boiler. Rite Atmospheric Boilers are an excellent choice when: Low NOx emissions are not required, natural gas will be the only fuel used, the installation is indoors (See our line of weatherproof models for outdoor applications), and when lower combustion efficiencies at less than full firing rate are acceptable. Atmospheric burners are far less expensive than power burners, so when the above criteria is met, then Atmospherics are a strong economical alternative to Rite's outstanding line of power burner fired steam boilers. Other factors favoring At- mospherics are: Extremely low electrical power consumption (no energy hogging fan motors), Rapid start-up on demand (No pre -purge blower fan), Lighter weight, Lower height, and Whisper -quiet burner operation. x114 city of Wheat Ridge RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90040 PHONE (562) 862-2135 FAX (562) 8821 www.riteboiler.com Rev. 3/2014 Low Pressure Steam Boilers / Atmospheric 15 PSI Models & Ratings / Natural Gas Fired STACK / DRAFT REQUIREMENTS • UL listed for use with Type B Vent. • Minimum stack height including Draft Control is 10 feet. • The stack should be supported independently of the boiler and an adjust- able length section of stack should be installed after the draft control to allow for future separation. All Rite Boilers have internal stack supports to handle the weight of the stack during installation. • Boilers with barometric damper draft control should draft between -.05" to -.09" W.C. when firing. Boilers with draft diverters will draft between -.02" to -.04" W.C. • A draft gauge is installed on all boilers equipped with barometric dampers to help set and maintain the draft. AIR REQUIREMENT Adequate Combustion/Ventilation Air is vital for safe, efficient operation. Refer to the latest edition of the Uniform Mechanical Code or consult your local Building and Safety Department for specific requirements. Warning: Do not install In a room that will develop negative pressure without utilizing a property sized induced draft fan. ELECTRICAL REQUIREMENTS • A 120/60/1 8 amp supply is required to boiler -burner circuit. • Separate electrical supply may be required to operate boiler feed pump. NATURAL GAS SUPPLY REQUIREMENTS (STATIC AND AT FLOW) • Models 15 S ' 76 S ' 6" w.c. min. to 14" w.c. max. • Models 85 S " 400 S' 7" w.c. min. to 14' w.c. max. • Models 425 S ' - 750 S ' 15' w.c. min. to 28" w.c. max. • Models 840 S " - 1250 S " 20" w.c. min, to 28" w.c. max. • For other gas pressures, consult factory or your Rite Representative. 'Propane Suppy Requirements: 11 " w.c, min. to 14" w.c. ELEVATION DERATION Ratings given below are for elevations up to 2000 feet. Above 2000 feet, rat- ings should be reduced at the rate of 4% for every 1000 feet above sea level. FEEDWATER SYSTEMS & BLOWDOWN TANKS Rite manufactures a complete line of Condensate Return Feedwater Tanks and Blowdown Tanks for our Steam Boilers shown below. BOILER MODEL Input MBHBoller Nominal Output MBH Horsepower E.D.R. Heating Surface SQ Ft. Flooded Water Content Gallons Normal Water Level Cement Gallons pounds of Steam per Hour ® 212 F Nominal Shipping Weight (Ibs) 48S 480 384 11 1950- 9 35 25 395 1525 55S 550 440 13 1833 56 40 27 453 1585 63S 76S 630 760 506 608 15 18 2108 2533 63 75 45 54 29 32 519 626 1650 1720. 85S 850 680 20 2833 88 61 49 700 2150 90S 900 720 21 3000 64 49 742 2150 105S 1050 840 25 3500 101 76 52 865 2350 120S 1200 960 28 4000 115 85 55 989 2550 135S 1350 1080 32 4500 131 97 58 1113 2750 150S 1 1500 1200 35 5000 145 105 60 1236 2950 _ 165S 1650 1320 39 5500 159 118 64 1360 3150 180S 200 S 1800 2000 1440 1600 43 47 6000 6667 174 102 130 140 68 74 1484 1649 3350 3550 A150 S 1500 1200 35 5000 160 120 74 1236 3000 A165 S 1650 1320 39 5500 168 128 78 1360 3200 6180 1800 1440 43 _ 6000 190 140 81 1484 3400 A200 S 2000 1600 47 6667 205 150 84 1649 3550 225S 2250 1800 53 7500 230 162 87 1855 3800 250S 2500 2000 59 8333 252 180 92 2061 4100 275S 27 2200 65 9167 273 196 96 2267 4350 300S 2400 71 10000 295 215 100 2473 4600 325S 2600 77 10833 318 234 105 2679 4850 350S 2800 83 11667 340 251 110 2885 5100 375S 37 3000 89 12500 362 268 115 3091 5350 400 S 3200 95 13333 383 287 125 3297 6000 425S 4250 3400 101 14167 405 304 129 3504 6300 450S 4500 3600 107 15000 428 322 132 3710 6600 475S 4750 3800 113 15833 450 337 135 3916 6900 500S 5000 4000 119 16667 473 352 140 4122 7200 550S 5500 4400 131 18333 526 370 147 4534 7800 600 S 6000 4800 143 20000 574 387 158 4946 8400 A650 S 6500 1 5200 155 21667 622 405 166 5359 8900 A700 S 7000 1 5600 167 23333 670 430 174 5731 450 A750 S 7500 1 6000 180 25000 722 455 179 6183 9900 A400 S 4000 1 3200 95 13333 390 300 165 3297 7200 A450 S 4500 3600 107 15000 440 325 174 3710 7800 A500 S 5000 4000 119 1667 486 345 183 4122 8400 A550 S 5500 4400 131 18333 535 380 199 4534 9100 A600 S 6000 4800 143 20000 584 405 207 4946 9700 650S 6500 5200 155 21667 632 425 215 5359 10300 700S 7000 5600 167 23333 680 450 223 5771 10900 750S 7500 6000 180 25000 730 470 232 6183 11500 840 S 8400 6700 200 27917 800 490 399 6935 12800 940S 9400 7500 225 31250 900 515 419 7250 13500 1050 S 10500 8400 250 35000 1000 540 439 8657 14100 1150S 11500 9200 275 38333 1100 565 459 9481 15000 112499 1 9999 1 300 41662 1200 1 590 480 1 10300 Rev. 3/2014 City Of XA/46atp,. V V• MUNITYDEVELOPMENT �g SUB -CONTRACTOR AUTHORIZATION FORMT This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided In the applicable space. Subcontractor's insurance and license, must be up to date prior to permit issuance. Project Address: Permit #: 12VP,3,31!S_ General Contractor.- Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Phone #: Master #: frequired field) Date Phone #: Master #: Jreqtiired field) _Date — AA. al 15� Phone: Company Name:,.L " -k Y, lo Wheat Ridge -:Livens (required field) ti re of Autbefized Agent Date *,Y of W R, , J_,,j COMMUNITY DEVELOPMENT ate► SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: q w 5 ;v i "U ;: J Permit #_ j General Contractor: 3 -% ` i c (� , � �;, E , Electrical Sub -Contractor Company Name: e61 {: l r z 1 Phone #: State License #: Master #:_j Wheat Rid a License # (,required field) � f� / / Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Phone #: Master #• AI required field) Date Phone: Wheat Ridge License #:(required fle](i) Signature of Authorized Agent Date T I Low Pressure Steam Boilers / Atmospheric 15 PSI Models & Dimensions / Natural Gas Fired POP SAFETY �\ A B I COA D F T J Z GAUGEAELECTRICAL 1 i"HI CONNE70N I T BOILER MODEL BODER PUMP CONTROL Width Jacket Height Flush AND LOW WATEfl CUTOFFS W4 Stack Dia. I 1. STEAM COLUMN BLO l Gas Conn. Steam Supply Feed Water I Blow Down i i I COA S \ \ CONNECTION CTEAM OLIANN ' / J A � 2I - —'N it TOP VIEW 4 RIGHT SIDE V1 4 > REARVIEW '\ • DIMENSIONS ARE IN INCHES - SUBJECT TO PRODUCTION TOLERANCES AND CHANGE WITHOUT NOTICE. CERTIFIED DIMENSIONS AVAILABLE UPON REQUEST. • BOILERS APPROVED FOR INSTALLATION ON NON-COMBUSTIBLE FLOORS ONLY. Draft Diverters are supplied standard on Models 48S-1205 only Barometric Dampers will be shipped one size smaller than D dimension for stacks up to 25 feet of vertical height (as shown below in column E), full size (same as D dimension) for stacks 25 to 50 feet hall and one size larger for stacks over 50 feet tall. Barometic Damper Tee by others. 2 May vary - sizes shown are for UL gas trains at standard supply pressures. Gas conrwtions are male NPT rvi pipe thread. All other threaded ooections are female NPT. 3 Flanges are ANSI 150 lb SA -105 flat face. Models Al 50S - 375S: 6' FLG STD. for U.S. locations, 5' FLG for Canadian locations, I4 Standard richt hand construction shown Itlustrated above. Left hared construction available at no extra charas_ 3/201 ii0 A B C COA D E (j} F H J Z K S L N S I T BOILER MODEL Length Jacket Width Jacket Height Flush Height Overall Stack Dia. Draft Control (Space R 'd. Twin Stacks Tube Maint. Gas Conn. Steam Supply Feed Water Side Space Blow Down Head Swing 48S 47 26 57 66 9 9. 33 40 4 3 FL 1 1/4 1 1 20 55S 52 26 57 66 10 10 D.D. 34 45 1 3 FL 1 1/4 10 1 20 63S 56 26 57 66 10 10 D.D. 34 49 1 3 FL 1 1/4 10 1 20 76S 64 26 57 66 12 12 D.D. 36 57 1 3 FL 1 1/4 10 1 20 85S 59 32 63 72 12 12 D.D. 36 47 1 4 FL 1 1/2 12 1 1/4 26 90S 59 32 63 72 12 12 D.D. 36 47 1 4 FL 1 1/2 1 12 1 1/4 26 105S 65 32 63 72 14 14 D.D. 38 53 1 1 4 FL 1 1/2 1 12 1 1/4 1 26 120S 71 32 63 72 14 14 D.D. 38 59 1 1/4 1 4 FL 1 1/2 12 1 1/4 26 135S 77 32 63 72 14 12 BARO 65 1 1 /4 4 FL 1 1/2 12 11/4 26 150S 83 32 63 72 14 12 BARO 71 1 1/4 4 FL 1 1/2 12 1 1 /4 26 165S 89 32 63 72 14 12 BARO 77 11/4 4 FL 1 1/2 12 1 1/4 26 180S 96 32 63 72 16 14 BARO 84 11/4 4 FL 1 1/2 12 1 1/4 26 200S 103 32 63 72 16 14 BARO 91 1 1/2 4 FL 1 1/2 12 1 1/4 26 A150 S 69 42 69 78 14 12 BARO 53 1 1/4 6 FL 2 14 1 1/2 34 A165 S 73 42 69 78 14 12 BARO 57 11/4 6 FL 2 14 1 1/2 34 A180 S 79 42 69 78 16 14 BARO 63 1 1/2 6 FL 2 14 1 1/2 34 A200 S 83 42 69 78 16 14 BARO 67 1 1/2 6 FL 2 14 1 1/2 34 225S 87 42 69 78 18 16 BARO 71 11/2 6 FQ) 2 16 1 1/2 34 250S 93 42 69 78 18 16 BARO 77 2 6 FL 2 16 11/2 34 275S 99 42 69 78 18 16 BARO 83 2 6 FL 2 16 1 1/2 34 300S 105 42 69 78 20 18 BARO 89 2 6 FLS1 2 16 1 1/2 34 325S 111 42 69 78 20 18 BARO 95 2 6 FLZI 2 16 1 1/2 34 350S 117 42 69 78 20 18 BARO 101 2 6 FL 2 16 1 1/2 34 375S 123 42 69 78 20 18 BARO 107 2 6 FLSI 2 16 11/2 34 400S 98 51 79 88 22 20 BARO 80 2 8 FL 1 2 16 2 45 425S 103 51 79 88 22 20 BARO 85 2 8 FL 1 2 16 2 45 450S 107 51 79 88 22 20 BARO 89 2 8 FL 1 2 16 2 45 475S 111 51 79 88 24 20 BARO 93 21/2 8 FL 1 2 16 2 45 500S 116 51 79 88 24 20 BARO 98 1 21/2 8 FL 1 2 16 2 45 550S 125 51 79 88 1 26 24 BARO 107 21/2 8 FL 1 2 16 2 45 600S 139 51 79 88 26 24 BARO 117 21/2 8 FL 1 2 16 2 45 A650 S 149 51 79 88 28 24 BARO 127 21/2 8 FL 1 2 16 2 45 A700 S 158 51 79 88 28 24 BARO 136 21/2 8 FL 2 16 2 45 A750 S 167 51 79 88 30 28 BARO 147 21/2 8 FL 2 16 2 45 A400 S 89 63 79 88 22 20 BARO 72 2 8 FL 2 16 2 56 A450 S 97 63 79 88 22 20 BARO 80 2 8 FL 2 16 2 56 A500 S 105 1 63 79 88 24 20 BARO - 88 1 21/2 8 FL 2 16 2 56 A550 S 119 1 63 79 88 26 24 BARO 102 21/2 8 FL 2 16 2 56 A600 S 126 63 79 88 26 24 BARO 109 21/2 8 FL 2 16 2 56 650S 134 63 79 88 28 24 BARO 117 2 1/2 8 FL 2 16 2 56 700S 141 63 79 88 28 24 BARO 124 21/2 8 FL 2 16 2 6 750S 149 63 79 88 30 28 BARO 132 21/2 8 FL 2 16 7 'ver 840S 138 77 79 88 (2 124 (2 120 BARO 23 116 21/2 10 FL 2 18 69 940S 150 77 79 88 (2 124 2 20 BARO 1 26 128 2 1/2 10 FL 2 18 2 68�. 1050S 162 77 79 88 (226 2 24 BARO 29 140 21/2 12 FL 2 18 2 `" 69 1150S 174 77 79 88 (2 126 (2 124 BARO 32 152 21/2 12 FL 2 18 69 1250S 186 1 77 79 1 88 (2 126 10 24 BARO 35 164 2 1 12 FL1 2 1 18 ?;,' 3/201 ii0 Blowdown Tanks For Low Pressure Process Steam Boilers Rite Blowdown (Blowoff) Tanks are engineered for the safe removal of scale causing solids in pro- cess steam boilers. These vented, heavy-duty tanks are constructed in accordance with ASME Code Sec- tion VIII, Division 1 for a maximum allowable working pressure (MAWP) of 150 PSIG @ 450 F and National Board registered. Rite Blowdown Tanks may be used for intermittent blowdown service as supplied, or for continuous blowdown or multiple boiler blowoff service with the addition of an automatic aftercooler system. All Rite BDT LPS Blowdown Tanks feature Schedule 80 blowdown inlet nozzles with a half- inch thick strike plate for improved blowdown performance and extended tank life over other designs. Unlike blowdown separators that require temperature regulating valves and volume cold water supply to cool their direct discharge, Rite Blowdown Tanks hold enough cooled water left over from each previous blowoff to cool and temper the next, thus insuring a safe, low volume discharge every time you blowdown. Compare our standard features below and see why one choice stands out - the Rite choice. ■ Lifting lugs ■ 1/2" thick internal si for erosion control (I ■ Schedule 80 blowdo inlet nozzle ■ Schedule 80 temperer outlet to floor sink ■ Finished with two coat metallic blue polyureth ■ 3/8" thick tank heads ■ Leveling feet with and ■ Large vent for low velocity and quiet release of flash steam ■ Internal inspection opening ■ Built to ASME Code and National Board Registered ■ 3/8" thick shell ■ Internal inspection opening ■ Cleanout/drain connection )TLPS-1860 / city of Shown RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90040 PHONE (562) 862-2135 FAX www.riteboiler.com gyp`- ,qt Ridge ) 861-9821 Low Pressure Steam Blowdown (Blowoff) Tanks Data & Dimensions HEI LE( PLATE * OWDOWN INLET 'PIKE PLATE PLATE TEMPERED WATER OUTLET TO FLOOR SINK SEAL LEG REF. DESCRIPTION BDTLPS1648 BDTLPS186D BDTLPS1872 BDTLPS2448 BDTLPS246D BOTLPS2472 BDTLPS3080 BDTLPS3072 BDTLPS3672 BDTLPS4260 A VENT, FLASH STEAM 21/2' FNPT 3" FNPT 3" FNPT 4' FIG. 4" FLG. 4' FLG. 6' FLG. 5"FLG. 5' FLG. 6' FLG. B SLOWDOWN INLET 1' MNPT 1 12' MNPT 1 1/2" MNPT 1 12' MNPT 2' MNPT 2' MNPT 2" MNPT 2" MNPT 2' MNPT 2" MNPT C TEMPERED WATER OUTLET 2' MNPT 2" MNPT 2" MNPT 2' MNPT 21/2' MNPT 21/2' MNPT 3' MNPT 3' MNPT 3" MNPT 3" MNPT D INSPECTION PMTS (2) 2' FNPT 2" FNPT 2" FNPT 2' FNPT 2" FNPT 2' FNPT 2" FNPT 2" FNPT 2' FNPT 1206 M.W. E CLEANOUT / FLUSHING DRAIN 2' FNPT 2' FNPT 2" FNPT 2' FNPT 2' FNPT 2' FNPT 3" FNPT 3' FNPT 3' FNPT 2" FNPT F PRESSURE GAGE CONNECT10N * 112" FNPT 12' FNPT 1/2" FNPT 12' FNPT 1/2' FNPT It2' FNPT 1/2' FNPT 1/2" FNPT 1/2" FNPT 1/2" FNPT G GAUGE GLASS CONNECTIONS (2) * 1/2' FNPT 1/2' FNPT 1/2" FNPT 1/2' FNPT 112' FNPT 1/2' FNPT 12" FNPT 12' FNPT 12" FNPT 1/2" FNPT H THERMOMETER CONNECTION * 3/4" FNPT 3/4' FNPT 3/4" FNPT 3/4" FNPT 3/4' FNPT 3/4" FNPT 3/4" FNPT 3/4' FNPT 3/4' FNPT 3/4' FNPT J COLD WATER CONNECTION * 3/4' FNPT 3/4' FNPT 3/4" FNPT 3/4' FNPT 3/4' FNPT 3/4' FNPT 3/4" FNPT 3/4' FNPT 3/4' FNP! 3/4' FNPT O.D. OUTSIDE DYIMETER INCHES (an) 16 (41) 18 (46) 18 (46) 24 (61) 24 (61) 24 (61) 30 (77) 30 (77) 36 (92) 42 (107) S.L. SHELL LENGTH INCHES (Cm) 48 (122) 60 (153) 72 083) 48 (122) 60 (153) 72 (183) W (153) 72 (183) 72 (183) 60 (153) OAH. OVERALL HEIGHT INCHES (an) 76 (191) 88 (224) 96 (244) 78 (1 9M 99M 98 (249) 92 (234) 104 (264) 107 (272) 98 (249) BL( WDOWN CAPACITY (HALF TANK) GALLONSVrERS) 21 (79) 36 (136) 40 (151) 64 (204) 65 (246) 76 (288) 106 (401) 124 (469) 183 QW) 222 (84q NORMAL OPERATING WEIGHT (TAWK HALF FULL) POUNDS (kp) 585 (286) 850 (388) 953 (432) 1090 (494) 1275 (578) 1465 (665) 1869 (848) 2139 (970) 2841 (1289) 3181 (1443) FLOODED WEIGHT (FULL) POUNDS ( 935 (424) 1150 (622) 1287 (584) 1540 (899) 1819 (825) 2097 (951) 2762 (1248) 3173 (1439) 4366 (1981) 6032 (2283) SHIPPING WEIGHT POUNDS (kg) 410 (186) 660 ate) 620 (281) 840 0q 735 PU 830 (377) 1065 1 (470) 1235 (W 1390 1 (631) 1350 (612) MAX. BOLER OPERATING PRESSURE ISO psi 150 psi 150 psi 1 160 psi 150 psi 150 psi 1 150 pal 150 psi I 150 psi 160 psi * Connections are optional at extra cost. 2" inspection openings w/plugs. Rev. 1/2014 Low Pressure Steam Blowdown (Blowoff) Tanks Installation & Operation 1. Level tank on concrete pad (with shims if required) until plumb. 2. Limit the number of elbows in vent piping to two 45 degree offsets. 3. Do not use plastic pipe or fittings. 4. Do not insulate the tank. 5. For multiple boiler connections, con- tinuous blowdown systems or frequent blowoff operations - an aftercooler may be required to keep the tempered wa- ter outlet temperature at or below 140 degrees F. Use cold water connection J for manual control, or install automatic aftercooler system at the tempered water outlet nozzle C. 6. Dashed lines indicate field piping. 1. Electrically turn off boiler feed pump. 2. Blowdown low pressure steam boilers at or near operating pressure. 3. If boiler is equipped with fast & slow open- ing blowdown valves, open the fast one first, the slow one second. Shut blow - down valves off after water level in boiler gauge glass drops about 4" (see step 5). 4. Restore power to boiler feed pump. Pump should come on and refill the boiler to normal operating level. 5. Your chemical treatment company may alter the amount and frequency of blow - down based on job conditions. DANGERI FLASH STEAM TERMINATE VENT IN SAFE LOCATION AWAY FROM PEOPLE AND PROPERTY OPTIONAL 112' CONNECTION FOR 0-50 PSIG PRESSURE GAUGE INTERNAL ^ INSPECTION PORT p (LEAVE PLUGGED) SCHEDULE 80 PIPE ' & EXTRA HEAVY Frm , I FROM BOILER SLOWDOWN --____.__._ INTERNAL INSPECTION PORT (LEAVE PLUGGED) TO FLOOR SINK (SEWER) AT LESS THAN 5 PSIG AND 140' F. CHECK LOCAL SEISMIC CODES FOR ANCHORING REQUIREMENTS 1" COLD WATER VENT SUPPLY OBLOWDOWN INLET NOZZLE OPTIONAL 112' GAUGE GLASS OilCONNECTION(2) OTEMPERED WATER OUTLET OPTIONAL 314" THERMOMETER GAUGE CONNECTION FLUSHING DRAIN 2" TEE 2" PIPE CAP (REMOVE TO CLEANOUT) / - . \ CONCRETE I•a �— 2" FULL PORT BALL VALWIry Of (VALVE CLOSED EXCEPT WHEN FLUSHING OUT In ORDRAININGTANK) RIGHT SIDE Vt,1�1d1'J l"lis 14 CAUTION HEIGHT AS REQUIRED TO DISCHARGE AT A POINT OF SAFETY AWAY FROM WALKWAYS AND ADJACENT METAL FLASHING PROPERTY ROOF �f BLACK OR GALVANIZED SCHEDULE 40 PIPE IMPORTANT C ` C DO NOT REDUCE {� LIN STRUT DIMENSION•••• O SUPPORT(S) \ OPTIONAL OPTIONAL 112' CONNECTION FOR 0-50 PSIG PRESSURE GAUGE INTERNAL ^ INSPECTION PORT p (LEAVE PLUGGED) SCHEDULE 80 PIPE ' & EXTRA HEAVY Frm , I FROM BOILER SLOWDOWN --____.__._ INTERNAL INSPECTION PORT (LEAVE PLUGGED) TO FLOOR SINK (SEWER) AT LESS THAN 5 PSIG AND 140' F. CHECK LOCAL SEISMIC CODES FOR ANCHORING REQUIREMENTS 1" COLD WATER VENT SUPPLY OBLOWDOWN INLET NOZZLE OPTIONAL 112' GAUGE GLASS OilCONNECTION(2) OTEMPERED WATER OUTLET OPTIONAL 314" THERMOMETER GAUGE CONNECTION FLUSHING DRAIN 2" TEE 2" PIPE CAP (REMOVE TO CLEANOUT) / - . \ CONCRETE I•a �— 2" FULL PORT BALL VALWIry Of (VALVE CLOSED EXCEPT WHEN FLUSHING OUT In ORDRAININGTANK) RIGHT SIDE Vt,1�1d1'J l"lis 14 Blowdown Tanks For Low Pressure Steam Process Boilers Specification and Order Form SN NB Provide 1 Rite Blowdown Tank Model BDT LIDS 1872 . Blowdown tank shall be constructed in accordance with the ASME Code Section VIII, Division 1 for a maximum allowable working pressure of 150 psig and shall be "U" stamped and registered with the National Board. Shell and head thickness shall be 3/8" (.375"). The tank shall have the following fittings: vent, blowdown inlet, tempered water outlet, inspection openings, and a cleanout/flushing drain. A 1/2" thick strike plate shall be welded inside the tank above the inlet nozzle to protect the tank shell from erosion during blowdowns. The tempered water outlet nozzle shall be larger than the blowdown inlet nozzle for faster drainage and shall incorporate a water seal leg and integral anti -siphon feature. The tank shall be supported by four heavy duty angle iron legs on feet with anchoring holes. Tanks shall be furnished with lifting lug(s) and painted with two or more coats of hard metallic blue polyurethane paint. The following options are available at extra cost: Cold water connection. Industrial grade thermometer (shipped loose). Pressure gauge with siphon loop (shipped loose). Gauge glass assembly (shipped loose). Automatic aftercooler assembly (shipped loose). 4X6 handhole assembly (except on model BDT-4260 where 12" x 16" is standard). Other: Blowdown tank is for a Boiler, Model A# A copy of this brochure shall ship with the tank or mailed ahead of time to: Representative Requested Ship Date Price: Job Name Purchase Order # Freight Attn: Ship to: Tag: Call Hrs. Ahead: Contact: RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90040 PHONE (562) 862-2135 FAX (562) 861-9821 www.riteboiler.com Rev. 1/2014 Condensate Return Feedwater Systems for Low Pressure Steam Boilers from 3.5 to 47 Horsepower Rite's feedwater return systems are engineered for the safe and efficient storage and pumping of condensate and make-up water back to the boiler. Why Rite? Because all our receivers are made from 3/8" PVQ steel, which is up to double the thickness of other receivers. With corrosion as the number one reason why return tanks wear out and need replacing - Rite Condensate Return Systems offer up to twice the service life of other brands. With standard receiver capacities from 46 to 250 gallons and simplex to triplex pump sets, Rite has a return system for virtually any requirement. Check out our other standard features below and see why one choice stands out - the Rite Choice. 1/2" Soft Water Supply ■ Long-lasting 3/8 (•375 " steel tank construction. Air Gap Water Make-up )`' Up to twice the head and shell thickness of oth- er receivers for superior corrosion resistance. - ■ Vented, non -pressurized tank.` ■ Large 5" diameter cleanout facilitates k sediment removal from receiver. y ■ Standard feedwater pumps are high performance regernerative turbine pumps for long service life... ■ NPSH suction piping to pumps includes shut-off valve and wye strainer. ` r X46 Gallon Receiver N Automatic water make-up valve is float operated and mounted on top of the tank with built-in air gap A '� provision. Eliminates the need for a backflow preventer. v _' e Sparge tube connection for preheating make-up water. ■ Sight glass with brass gauge glass valves and rod protectors. ■ Industrial grade thermometer. ■ Structural steel base with anchor holes. ■ Forklift skid design. ■ Balanced lifting lug. ■ Finished with super tuff metallic blue polyurethane paint. 1" Pump Outlet 1/2 Horsepower 120/60/1 Pump �7tyof Whea Ridge RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90040 PHONE (562) 862-2135 FA www.riteboiler.com <14 016 Condensate Return Feedwater Systems Data & Dimensions FI OAT VAI VF P ) t_ TOP VIEW FRONT VIEW L• LEFT&DE VIEW ADD 12' (20 cm) FOR TRIPLE( SYSTEMS DESCRIPTION CR50 CONDENSATE RETURN 2"FNPT VENT TO OUTDOORS 2" FNPT SPARGE TUBE CONNECTION (IF USED) ED 112" 1"NPT OVERFLOW 1" FNPT TANK DRAIN 1" FNPT F SOFT WATER MAKE UP 112" FNPT G SPARGE TUBE REGULATING VALVE TEMPERATURE SENSOR 1" FNPT K BOILER FEED PUMP DISCHARGE 1" FNPT L LENGTH INCHES (cm) 36"(91 cm)' W WIDTH INCHES (cm) 26" (66 cm) H HEIGHT INCHES (cm) 38"(97 cm) P PIPING (REMOVABLE) INCHES (cm) 9112" (24 cm) RETURN TANK CAPACITY TO OVERFLOW GALLONS (LITERS) 46 GAL. (175 L) SHIPPING WEIGHT APPROXIMATE POUNDS (KILOGRAMS) 495 LBS (223 KG) MAXIMUM OPERATING WEIGHT POUNDS (KILOGRAMS) (TANK FLOODED) 877 LBS (395 KG) SUGGESTED MAX. BOILER HORSEPOWER CAPACITY 50 MAXIMUM OPERATING FEEDWATER TEMPERATURE °F (°C) 225° F (107° C) RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90440 PHONE (562) 862-2135 FAX (562) 861-9821 www.riteboiler.com Rev. 11/2016 Condensate Return Feedwater Systems Options Carefully inspect the equipment for any damage before signing bill of lading. Make sure the copper float ball inside the receiver (tank) has not come loose during shipment. Clean the pump suction wye strainer screen every 6 months. Clean out sediment from the bottom of the tank every few years as required. Be sure make-up valve shuts off tightly (no drips) when the float reaches its upward travel limit. If the tank overflows due to condensate return, adjust the float valve linkage to lower the make-up water level. Check float valve linkages every six months to be sure connections are tight. Lubricate float rod where it passes through guide bushing into tank every 6 months with WD -40 and make sure the rod is straight and travels smoothly between the stops. Make sure there is no stray voltage between the tank and ground. As little as 3 millivolts may cause electrolysis which can lead to pre- mature tank corrosion. Priming-- see next page If pump runs but the boiler at operating pressure doesn't fill, install a pressure gauge with the same range as the boiler's pressure gauge near the discharge of the pump as shown below. If the pump pressure fluctuates by more than a few P.S.I., the pump is probably cavitating (not getting enough water). Check the wye strainer screen, suction piping and sediment level in the bottom of the tank for any flow restrictions. If the pump pressure is constant but stays below the boiler pressure until the boiler pressure drops far enough for the pump to work, then either the check valve(s) in the feed line are failing or the pump impeller (Burks turbine only) needs to be adjusted for wear — see pump cut sheet for instructions. Empty tank completely using the drain fitting and a wet -dry vacuum. Remove all sediment and get the tank as dry as possible. Drain water from pump casing and leave dry. Post equipment lockout notice on receiver and pump disconnect(s). ALL BRASS PIPING FOR DIELECTRIC PROTECTION WATER METER WYE STRAINER RECOMMENDED PIPING TO BOILER FEEDWATER PUMP PRESSURE CONNECTION we GAUGE CHEMICAL FEED r1 UG INJECTION PORT FEED PUMP DISCHARGE SPRING LOADED Y CI[j/)ge I TOP VIEW' FRON VIEW SOFT WATER MAKEUP 1__-_- 1t`v`heat Building RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90040 PHONE (562) 862-2135 FAX (562) www.riteboiler.com Rev. 11/2016 600 500 r 400 w w LL Z 300 a w = 200 100 n 0 Condensate Return Feedwater Systems Pump Data & Dimensions 2 4 6 S 10 12 14 U.S. GALLONS PER MINUTE ii m 4 3 2 1 0 16 LL LL w 50'0 40'0 30°o 2000 10°0 0 RITE ENGINEERING & MFG. CORP. COMMERCE, CALIFORNIA 90040 PHONE (562) 862-2135 FAX (562) 861-9821 www.riteboiler.com Rev. 11/2016 co rl o p b `\ O N � o d w d C \'•J M N � O 7 d � a N a c •N w a-1 (d w a O Q H ro _+ o tm 63 N 04 H 04 v b b � u O 14 O 1+ - k+ N d ,� 4.1 O C) °o ° U 4Fo x mw ^1 ro,� 4 N ,q O a a„ d M F N E-- •� b Z sx °° w ro H w w r+ M u V m v U c z 3 y p W V� 3 W "° y V u �. C '� W N Q ro n N O41 a a A d o rn a o rd .d .Q) U Z L\ p o ° E m y w x o O V e b �° u ry N N A w �lV x ° a w r-I aJ 04A a 0 04 ° A A 3 U U q d O a a N w x m°pi ° U 'a c"•1 a b W O O U O N 'Ad a� U N A $4 U O w 0) a v ' w O z O H O b 10 l� ro m v ° " •.1 H w a vi o EO O+ to a 1� O H ; w a O u C M O N m a z 5 �' U N 14 >° m a) a' m m P4 o° .. o w z a01 0 b 44 H a 4J Id m U N N H T U 44 A o w A a in o a q n t a o N U d N rl m ^� w c v d > m U H" w j b JO-1 b a a n w w a u F w ti a N U N O O a H a a zw o u w w w u N LL U y"1P . PERMIT NO. 201709069 of WIZYat FUAc BUSINESS LICENSE INSPECTION INSPECTION DAYTIME Friday April 6th INSPECTION DAY/TIME 4 "lfi''ff INSPECTION DAY/TIME BUSINESS NAME: New Image Brewing Co. ADDRESS: 9505 W. 44th Avenue CONTACT NAME: Brandon 166 SQ FT OCCUPANCY TYPE ` OCCUPANCY LOAD CONSTRUCTION TYPE ❑ SPRINKEERED ;<ON-SPRINKLERED Inspector Sigfiattjuure R ` U Date INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive. an inspection the following business day 1 11 PERMIT: xmwsqADDRESSI�v W I JOB CODE:&�r'�1 Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers s 103 Footing / P.E. Letter j 104 Foundation Setback Cert. 105 Stem Walls ` l 106 Foundation wall Insulation _ s a Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector In'tials Comments 201 Electrical / Cable/ Conduit s 202 Sewer Underground Int. j 203 Sewer Underground Ext. 204 Plumbing Underground Int. ` l 205 Plumbing Underground Ext _ s a 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector niti s Comments 301 Rough Framing ' • 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercials f 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial ng • 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT�O ; V�� � ADDRESS:1)'06' :- I��06 ��I`c�'I��✓`J OB CODE: �A� Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank �• '-rI 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous �- Final Inspections Date Inspector lWitials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial �- 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection''* - -- 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection J Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �k Z Job Address: Permit Number: ` 6)) -774,7 45 a ❑ No one available for inspection: Time &) -,26 O/PM Re -Inspection required: Yes (N_ o When corrections have been made, call for re -inspection at 303 -234 - Date: 7 G- Inspector:' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '�%�� )` • �l �/ ��� Job Address: Permit Number:�p/Mev-7�/5 ❑ No one available for inspection: Time �' ..r A /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: -, •,Inspector _ � G / ,J DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -31 711-kf) 3/�% l{), � , Job Address: Permit Number: a0%�C�3Ll� ❑ No one available for inspection: Time 'l f MEW') Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:'? • /-/, �t� Inspector: 1w DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 95o L, 04141WI a_tr-e Permit Number: (:) -3Z-l5 ❑ No one available for inspection: Time `7'UA Re -Inspection required: Yes,' No When corrections have been made, call for re -inspection at 303-234- J 5933 r" Date:,,-)" �'/� IXC Inspector: �l 4 �"f' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:C r �{l-1,1i I_t Job Address: S (-11-) tl eZ49-C Permit Number: F003Ll5 LlNo one available for inspection: Time q M) Re -Inspection required: Yes,, No,--` +,.._t. When corrections have been made, call for re -inspection at 303-234-5933 Date: — ` �� ' —Inspector:_–,���-- DO NOT REMOVE THIS NOTICE S i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -1 D U- P_') Job Address: 1) So Permit Number: _D 0 153 0 e 3 L/ S a ❑ No one available for inspection: Time `? = a 0 QPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: 3 a e Inspector: --T—"� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Qq A Inspection Type: 3 L'' Job Address: q`�-O�- t4/ d Permit Number: o i � ❑ No one available for inspection: Timed AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 `I_ Inspector: /r/ ! O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ? ) Ljr'tk'",-k Job Address: q54 5 Lt) q Permit Number: De/�7_an_3 <-)S ❑ No one available for inspection: Time AM/PM .,,, Re -Inspection required: Yes; No 1) When corrections have been made, call for re -inspection at 303-234-5933 Date: • a3') F Inspector: d --X/ ( ) f/ DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: `% h �J G _�✓ v L Permit Number: �/ 0, 00��/�j'� ID No one available for inspection: Time ' AM/PM Re -Inspection required: Yes No *When corrections h ve been ade, call for re -inspection at 303-234- Date:- '/ Inspector: I DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201800719 PERMIT NO: 201800719 ISSUED: 03/14/2018 JOB ADDRESS: 9505 W 44th AVE EXPIRES: 03/14/2019 JOB DESCRIPTION: Commercial re -roof. Spray polyurethane foam on original metal roof and 20 year 38 mils silicone coating. Squares: 83; Pitch: 2/12 *** CONTACTS *** OWNER (303)475-1405 BETSYE CHENOWETH SUB Matteo Mazzullo 170258 Strong Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 35,000.00 FEES Total Valuation 0.00 Use Tax 735.00 Permit Fee 557.05 ** TOTAL ** 1,292.05 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge Commercial Roofing PERMIT - 201800719 PERMIT NO: 201800719 ISSUED: 03/14/2018 JOB ADDRESS: 9505 W 44th AVE EXPIRES: 03/14/2019 JOB DESCRIPTION: Commercial re -roof. Spray polyurethane foam on original metal roof and 20 year 38 mils silicone coating. Squares: 83; Pitch: 2/12 I, b my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispennit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performedlzfnd hat all work do be performed is disclosed in this document and/or its' accpmpanying approved plans and specifications. Signature of OWNER or COWRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original pennit fee. 3. If this permit expires, a new pennit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an � manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit ho der shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections pections and shall of proceed or conceal work without written approval of such work from the Building and Inspection Services 6. T i an or gra g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a able a or ice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat jjd,�e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 12�� Plan/Permit # �J �-b l � Plan Review Fee: / Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.'"" Property Address: Prooertv Owner Property Owner Email: W12 0<rL�2 OUP4 0 0 Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng 1 neer E-mail: Phone: Phone zos - Contractor: Q�NT!'�1 C�--� 3/2 0025 Contractors City License #: C) Phone: ontractor E-mail Address: ` For Plan Review Questions & Comments (please print): I CONTACT NAME (please print):�m I I Phone: l �r��747 CONTACT EMAIL(p/ease print):�� Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: N,-,,ZL�- Mechanical: W.R. City License # Complete all information on BOTH sides of this form COMMERCIAL El RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ,C 'MMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF 95 Btu's Amps Squares 1`vC�r,Lq o� Of 1 t L4a I 04( l c� 3S I;�S ,UoVk-(2- Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) or OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): '— DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ -r �F i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ��' 1 l� Job Address: 9,r7-0,07- 11 116-1 Permit Number: C)o Z ❑ No one available for inspection: Ti e/� AM/PM Re -Inspection required: Ye No When corredionspave been made, call for re -inspection at 303-234-5933 Dater Inspector: I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � �� LIG — q/l a6 Job Address: ax.,Q Permit Number: ❑ No one available for inspection: e I �' • %M Re -Inspection required: Yes (No_)_ - 7., When corrections have been made, call for re -inspection at 303-234-5933 Date:' /: ° l Inspector:J.,Ip,/ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT -201800345 PERMIT NO: 201800345 ISSUED: 03/12/2018 JOB ADDRESS: 9505 W 44th AVE EXPIRES: 03/12/2019 JOB DESCRIPTION: Commercial tenant finish on a warehouse and turning it into a micro brewery. Adding two bathrooms, water heater, hand sink, and 3 bowl sink and display case. **Tenant: New Image Brewery *** CONTACTS *** OWNER (303)475-0690 BETSYE CHENOWETH SUB (303)752-1317 Troy Bergman 160020 First General Services SUB (720)431-8304 Brad Schulz 160278 Aims Plumbing SUB (720)312-9812 Patrick Lohr 180025 Groundhog Heating & Air Cond SUB (303)263-5890 Randolph V Carstens 180018 Black Hawk Electric & Lighting *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,400.00 FEES Total Valuation 0.00 Plan Review Fee 531.77 Use Tax 1,268.40 Permit Fee 818.10 ** TOTAL ** 2,618.27 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. City of Wheat Ridge Comm. Tenant Finish PERMIT -201800345 PERMIT NO: 201800345 ISSUED: 03/12/2018 JOB ADDRESS: 9505 W 44th AVE EXPIRES: 03/12/2019 JOB DESCRIPTION: Commercial tenant finish on a warehouse and turning it into a micro brewery. Adding two bathrooms, water heater, hand sink, and 3 bowl sink and display case. **Tenant: New Image Brewery I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attesi that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed in this document and/or its' accompanying approved plans and specifications. _ Z -I (e Signature of OWNER or <CONTRACTOij'(Circle one) Date 1, This permit was issued baste o5 n the niormation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conc 1 work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pen -nit sha not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ord nc regu tion of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of I �W h6 at 1�.jq E C E,� \,,! L L) (CfolmAmOuNiTYDEvELOPMENT FEB 0 2 Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Per Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm its(a)ci.wheatridge. co. us FOR OFFICE USE ONLY Date: r PlanlPermit # d 0 Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: 91,565 tdg5si- ++ -itt Avc 1,,),YcAr pr, o �33 Property Owner (please print): MAIZK (—, I t C-'� (i o' � -r14 Phone: 7o5-- A-75-14-0,ri Property Owner Email: , ) , f-( A iF�C- 0L6_ -K-'30 LL:' 6T �4 01 rv'Lv'�' C_'V tA Mailing Address: (if different than property address) Address: City, State, Architect/Engineer: D &\",( D " I L'L_ I K C- 0 Architect/Engineer E-mail: %3)1- rA%L_L_� 1/_rti C-' qmAiL '-'c,'-"Phone: 3C�3 - 2- 2_1 -- 3 3 3 /,r Contractor: rl (KS JC 6) V-� k ef_k A L �5L�_IZVI 6- r�,:S Contractors City License #: to- on Z_ 0 Phone: .30-3 --7-57-- 1�;(_l Contractor E-mail Address:- )5��'Sorpn'jvc-g - c-c-'� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): I)JA-rr Al-A-SK6L _Phone:_33:��-- 46,&- -Pn I T CONTACT EMAIL(please print): IWA 77- r -j 1:5�, 5 r, t'- f)r,43 VQ Z , 6&,'A Sub Contractors: Electrical: 13L1XC-V-V4kL,!V� 6 U5 W.R. City License# n/ g!�y Other City`[Wce�ed Sub: City License # City License # Plumbing: Akt--_5 W.R. City License# Other City Licensed Sub: Mechanical: C_Z(�?utoP OC6, W.R. City License # 0 Complete all information on BOTH sides of this form M. COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (DescribeZ inti Vv��C, i7 i L (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) -� ► ►� Kc r � L A c�,'R�Pfct-. S � lb� t7 i � 2,�° a n. �• �,`. � r j`11Ci� 'JRi t f✓I�CY. POPIA)L Z l Tti �'C?MS t L� kiU--'6` �f��T tZ� /�Rtib SI+LIIC .3 6owl,.. D-KPL-AY SAS n Sq. FULF 00"I -54 rL Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o (AUTHORIZED REPRESEN_ TATIVE) of (OWNER) ; Commercial Plan Review for 9505 W44th Ave. 02/12/2018 Please respond to the questions below and return by email. When we receive your response, we will continue your plan review. 1. Show on your plans the safety egress route for both S-2 and F-2 2. Show placement for the tables and chairs in the S-2 section 3. Will there be a tasting counter and if so will it require to have an Accessible table for tasting as well 4. The occupant load for the Assembly with tables and chairs shows 20 occupants. My calculations show and occupancy load of 29. ( 421 div. by 15 equals 28.06 rounded to 29 ) Please check. 5. Will there be any fixed seating 6. Show accessible seating 7. Show safety glass where required on the plans such as cabinet glass. 8. Show on the plumbing plans the indirect waste for the sinks 9. What is the total length of the 1-1/2 pumped sanitary drain and will it require and additional clean out 10. How will the waste drain be vented? Please show 1 line drawing 11. Please sign the interior lighting compliance form 12. Please show mechanical duct and sizing on the sheet for overhead unit if any P��ag 5�ow S90 (3� 6-(- G( -i C 5 5-Llx Z4 Ci�a�r2s k fid- (4`12 acccss; � ��, 51.E o� Z -rl�y �;,1� ��� a� ►�-� �?A V T2s A c yes i b� c �v i' a (� 3 d I wll r�w,c �c—i�es` ��-,A r , 5 c�\� '� tAav� Par Ak c�.NP �� P1c lU5t� 5 w oLc�ovJ 0� SCAAx y Gv-% ,e r Y\c,sb��s -T� 13c,. ( 0 40 Brian Tardif From: Brian Tardif Sent: Monday, February 12, 2018 3:13 PM To: 'David Milliken' Subject: Plan Review for 9505 West 44th Av. Attachments: 9505 West 44th Comm. plan review.docx David, Please see the attached questions for this plan review and respond to each number listed. Once we receive your response we will continue with this review. Thank you Brian Tardif Combination Inspector/ Plan Examiner 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2850 Fax: 303-237-8929 www.ci.wheatridge.co.us City of cC7h4dNClNtiY CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. David Milliken Architect LLC 2221 E. Arapahoe Rd. No. 3013 Littleton, CO 80161 phone: 303.229.3336 davidtmilliken@gmaii.com Mr. Brian Tardif Combination Inspector/ Plan Examiner 7500 W 291h Avenue Wheat Ridge, CO 80033 Office Phone: 303.235.2850 Fax: 303.237.8929 www.ci.wheatridge.co.us February 21, 2018 Reply to Commercial Plan Review, dated February 12, 2018 New Image Brewery, 9505 W 44th Ave, Wheat Ridge, CO 80033 Safety Egress Route is shown on Sheet A 2.0, 8, Exit Access Travel Distance. The entire floor plan is shown with various potential egress paths. As noted on the plan, the Furthest Distance between any point to any other point is 240 LF. The maximum allowed in Table 1016.2 EXIT ACCESS TRAVEL DISTANCE Without Sprinkler System for F-2 and S-2 is 300 LF. 2. Tables and Chairs are shown in the F-2 Tap Room Area. There are no Tables or Chairs in the S-2 Occupancy. 3. An accessible counter area as described in Section 904.3.1 of the ICC 2009 A117.1 Standard is shown. The back bar cooler serves primarily as a serving area and the majority of tasting will occur at the tables. 4. The occupant load at the Tap Room has been corrected. 5. There will be no fixed seating. 6. Tables will be 34" high, maximum. 7. All glazing at the Tap Room / Food Prep area shall be safety glazing. 8. to 12. Will be addressed by the MEP Engineers. David Milliken, AIA David Milliken Architect LLC Page 1 of 1 303-748-1189 ('� info@eeparker.com G 12005 Antelope Trail, Parker, Colorado 80138 L L C February 19, 2018 City of Wheat Ridge — Chief Building Official 7500 West 29T" Ave. Wheat Ridge, Colorado 80033 RE: 9505 W. 44th Ave. Chief Building Official We provide you with the following responses to you February 12, 2018 plan review. 8. Show on the plumbing plans the indirect waste for sinks. A waste and vent isometric has been added to sheet MP 2 indicating the 1 " air gap. 9. What is the total length of the 11/2" pumped sanitary drain and will it require an additional cleanout? Total developed length of the pumped liquid is 120 ft. Per IPC section 712, There are no requirements for cleanouts on pumped liquids. Referencing IPC Section 708.3.1, only Horizontal Drains within Buildings (gravity drained systems) require cleanouts to be provided every 100 feet. 10. How will the waste drain be vented? Please show 1 -line drawing. A waste and vent isometric has been added to sheet MP 2 indicating venting of the drains. 11. Please sign the interior lighting compliance form. A signed interior lighting compliance form will be provided. 12. Please show mechanical duct and sizing on the sheet for the overhead unit if any. Reference Sheet MP -1. A short section of supply duct with a horizontal throw sidewall diffuser has previously been submitted. Supply duct and return duct size is 20x20. SR -1 is 36x16. Rg-1 is 24x16 Please call should you have and concerns or comments. Regards, Andy R. Downs P.E. EE LLC `-f Pe 6 6) 3 ,/� E X C E L L E N C E I N E N G I N E E R 1 N G David Milliken Architect LLC 2221 E. Arapahoe Rd. No. 3013 Littleton, CO 80161 phone: 303.229.3336 davidtmilliken@gmail.com Mr. Brian Tardif Combination Inspector/ Plan Examiner 7500 W 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303.235.2850 Fax: 303.237.8929 www.ci.wheatridge.co.us February 24, 2018 Reply to Commercial Plan Review, dated February 12, 2018 New Image Brewery, 9505 W 44th Ave, Wheat Ridge, CO 80033 1. Two tables and 8 chairs are now shown to be accessible. See A 1.0, 1. 2. Table height is noted at A 1.0, 1 and shown at A 2.0, 6. 3. Chair height is noted at A 1.0 and shown at A 2.0, 6 4. The bar is a unit so the accessible section of the bar is shown directly adjacent. See A 1.0, 1. Height and Knee & Toe space is shown at A 2.0, 6 I have revised Occupant Load on A 1.0 to reflect the total load for both occupancies. David Milliken, AIA David Milliken Architect LLC Page 1 of 1 Commercial Plan Review for 9505 W. 44th Ave 02/23/2018 Second round of Question based on new sheets. 1. Please show the required 5% of the chairs to be Accessible. Twenty-nine chairs x 5%= 1.49 two chairs with tables must be accessible. 2. The height of the 2 accessible tables cannot exceed 30 inches in height 3. The height of the chairs cannot exceed 19 inches 4. The bar counter must be provided with a section of the bar to be accessible height of 30 inches 5. The parallel approach provide on the plans is only for a sales or service counter. Please respond to the above questions and correct the sheets required. 6o3qS- OWN FEB 2 1 ZtYlB Per K City of Wheat Ridge Commercial Roofing PERMIT - 201800371 y PERMIT NO: 201800371 ISSUED: 02/06/2018 JOB ADDRESS: 9505 W 44th AVE EXPIRES: 02/06/2019 JOB DESCRIPTION: Install 60 mil weatherback TPO Squares: 5000 Pitch: 2/12 *** CONTACTS *** OWNER (303)475-0690 BETSYE CHENOWETH SUB (720)404-1647 Matteo Mazzullo 170258 Strong Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 122 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00 FEES Total Valuation 0.00 Use Tax 378.00 Permit Fee 331.10 ** TOTAL ** 709.10 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge y .` Commercial Roofing PERMIT - 201800371 n PERMIT NO: 201800371 ISSUED: 02/06/2018 JOB ADDRESS: 9505 W 44th AVE EXPIRES: 02/06/2019 JOB DESCRIPTION: Install 60 mil weatherback TPO Squares: 5000 Pitch: 2/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thi ermrt. I further attest that I am legally authorized to include all entities nam d within this document as parties to the work to be pe r d and t at all work to be pertb ed is disclosed in this document and/or ts' accompanying ap oveed pla�s and specifications. Sig at e`of OWNER or CONT CTOR (Circle one) Dat 1, frhis permit was issued based on the information provided in thepennittrplication and accompanying pplans and specifications and is subject to the compliance with those documents, and all applicable status, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of ermit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicabl codd aaordin ce or regulation of this jurisdiction. Approval of work is subject to field inspection. "— Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heat Midge COMAAMIUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits anci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: ` SCS Property Owner (pleaserin f' tEZ k 1.� ✓J" TH Phone: p fl� Property Owner Email: �' �Ci (A'�) t d P Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Eng 1 neer E-mail: Phone: Contractor: f2- /A; C_ Contractors City License #:1 2 .` Phone: a 04 Contractor E-mail Address: PITO ('1 Q ry (_ii .? &Z C f S For Plan Review Questions & CONTACT NAME (please print): CONTACT EMAIL(please print):, Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # ierifs (please print): ,IT Plumbing: W.R. City License # "-,c C' ? Other City Licensed Sub: `Vo— 4d 0 Mechanical: W.R. City License # Complete all information on BOTH sides of this form 76q, /0 )2 'COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �j o 1-t I.'( ���-� �t rE ✓Gt r /`� Sq. Ft./LFA' ' Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ / V 0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided appliegion. CIRCLE ONE: (OWNER) ONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sianature (first and last name): DATE: G' f if ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ a) M (Y) 0 O r -I O N 4-1 .C� G W a W(y) > ry-) �o O .`1'. °D �O O1 U N W C7 O Q CD Lf, W C� 8 ul F z V w 0 4J :3 0 .4" tp a� ro 0 m w o b 4-)HLW a 4J O H m W m 44 d U 0 .H U I W V 'd A U 4a4 r -I 43 ro a bl w M A IdU z° 44 0 m A o 0 U0 �ro � U 4.) H 0 Cd 44 w A 'u U :1 iI 5 U !0 0 0 0, U N 0 ro 1� q 0 .,l q 0 N 09/01/10 13:45:25 City of wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 081339 mmackey PERMIT INFORMATION: Permit$: 081339 Permit Type: Commercial New Strut Permit Ot: 11/14/2008 Expires: 01/07 /2011 LAND PARCEL INFORMATION: Zone Cd: Commercial Funct Use: Unassigned Subdivision: JUCHEM GARDEN PLACE Cont Type: Miscellaneous Legal: Address: 9505 W 44TH AVE Parcel Cd: 39- 222 -08 -003 OWNER: John Villachica Address: 9695 W 44th Ave City /St /Zip: Wheat Ridge CO 80033 DU: 1 Last Zone Dt: Annex Dt: Lot: Block No: 0 JOE DESCRIPTION: Erection of pre- engineered steel building SetBacks- Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 FEES QTY DUE PAID: Extend Expired Permi .00 1,217.45 1,217.45 Permit Fee 256,484.80 2,434.91 2,434.91 Plan Review Fee .00 751.04 751.04 Plan Review Addtiona .00 831.65 831.65 Total Valuation 256,484.80 .00 .00 Use Tax 256,484.80 4,616.73 4,616.73 ---------- --- - - - - -- 9,851.78 9,851.78 CONTACTS: owner John Villachica 9695 W 44th Ave Wheat Ridge CO 80033 3039312754 gc CL2 Skyline Steel Inc Jerry Heffernan 9195 W. 44th Ave A -3 Wheat Ridge, CO 80033 3034636980 PARCEL INFORMATION: 10 Structure Type 101 20 Year Built 1974 30 Property Type COMMR PERMIT CONDITIONS: Extension paid to reinstate permit. 7/9/10 JS: Approved as submitted pending planning approval. Must comply with applicable 2003 I -codes and 2005 NEC. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 08/13/10 LS inspection performed today. Does not meet shrub count but approved as is area along 44th increased in size and s trees exceed number and min. size. 08/11/10 Recieved request for inspection. Informed owner that could not come out until 8- 12 -10. Said I would call first. He dropped a$200 check for escrow for -rear seeding. 07/09/10 ks: called to tell John Villachica that 1/2 the permit fee is required to reinstate permit for final inspections. 06/25/09 John turned in extension letter request which was verbally approved by JS. Letter of request in Laserfiche file. Approved until 11/14/2009. 09/01/10 13:45:25 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 081339 mmackey 11/14/08 MR : Landscape plan submitted and reviewed. Need an addtl 6 shrubs and ten trees. Rose of Sharon not an acceptable street tree. Adjustments must be made prior to C.O. Property 11/14/08 MR: Property owner called with landscape plan comments. 11/14/08 CREATED FROM APPL# 08 -0371 11/14/08 SS: Approved as submitted pending planning approval must comply with applicable 2003 I -codes and 2005 NEC 09/30/08 MR: Need landscape plan. Owner called. Comments forwarded to building dept.Given to MR for review INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO RED DT INS DT STATUS 1 MLS:Mesh /stucco /lath 08 -0276 06/25/09 no KC 06/26/09 06/26/09 INCOMPLETE 2 MLS:Mesh /stucco /lath 08 -0276 06/29/09 no KC 06/30/09 06/30/09 COMPLETE 3 PWF:PUblic Works Final 08 -0276 06/09/10 no DFB 06/10/10 08/24/10 COMPLETE 4 LFI:Landscaping Final 08 -0276 06/09/10 no MR 06/10/10 06/15/10 INCOMPLETE 5 BFI: Building Final Insp 08 -0276 06109110 no KC OS /10 /10 06/10/10 INCOMPLETE S bfi:BUilding Final Insp 08 -0276 07/09/10 no kc 07/13/10 07/13/10 INCOMPLETE 7 LFI:Landscaping Final 08 -0276 OS /09/10 no MR OB /11/10 08/13/10 COMPLETE 8 BFI:BUilding Final Insp 08 -0276 09/01/10 no KC 09101110 09/01/10 COMPLETE City of Escrow /Letter of Credit Wheatldge Transmittal Sheet COMMUN iTy DEVELOPMENT A letter of credit has been submitted for the property located at 9505 W. 44` Avenue. The letter of credit is in the amount of Two hundred dollars and no cents ($200.00 The above amount is to be held in escrow for: ® Landscaping under Planning & Development establishment of grass seed along perimeter and around detention pond ❑ Street Improvements under Public Works ❑ Other: The escrow shall be held by the City until April 30, 2011. A bid for the work has not been attached from the contractor. Notes: Name 91 -3 'G0 Date City of Wheat Ridge Community Development Department 7500 W. 29 Ave., Wheat Ridge, CO 80033 Landscape Improvements Escrow This agreement made this 13th day of August 2010, by and between the City of Wheat Ridge and John Villachica (property owner) to provide an escrow in the amount of Two hundred dollars ($200.00) being held by the City of Wheat Ridge until grass is established along the side property lines and in the rear around the detention pond at: 9505 W. 44 Avenue In the event that landscape improvements (grass seeding) required by the Wheat Ridge Community Development Department and /or as agreed to by the property owner is not established by April 30, 2011, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and /or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of April 30, 2010 has expired. Approved and Agreed: Property Owner rr LjL /f� /�J1/� X00 Business Address / Phone Date Titl City of Wheat Ridge, Colorado By: ` — ✓�. Title: Date: / -.-- / 0 26493 DENVER WEST RENTALS, LLC' 9505 WEST 44TH AVENUE �Q ' nwaainaa� WHEAT RIDGE, C080033 / T 82-201-1021 mn T 1j 6 55 dc.- i $ Zoo as COMMUNITY BANKS OF COLORADO / of j t FOR u�026493n■ 1 :L02L020L31: 2653405 iP 57 ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection fine (303) 235-2855 office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Alc T Job Address: C7.5;95 ,,' 9V7�'l Permit Number: 681939 PP o0;_D P<sfIDJA419 ❑ No one available for inspection: Time AM/P&_ Re-inspection required: dj No ' When corrections have been made, call for re-inspection at 303-2345933 Date: Z/lgllo Inspector: DO NOT REMOVE THIS NOTICE I City of Wheat Ridge T > Commerical NEW PERMIT - 081339 PERMIT NO: '081339r ISSUED: 11/14/200.8 JOB ADDRESS:.` 9505 W'44TH AVE ( EXPIRES: 01/07/2011 a; DESCRIPTION:. Erection of pre- engineered -. steel :building :ed and verified to the building division by wet .he Engineer of Record. ** CONTACTS * ** owner 303/931 -2754 John Villachica go 303/463-6980 Jerry Heffernan 08-0276 Skyline Steel Inc ** PARCEL INFO ** z ZONE 'CODE: C-1 '.USE: UA SUBDIVISION: 0046 'BLOCK /LOT #a 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 256,464.80 FEES Extend Expired Permi 1,217.45"'--'] Permit Fee 2,434.91 .Plan Review: Fee 751.04 Plan Review Addtiona :831.65 Total Valuation .00 Use Tax 4,616.73 TOTAL * *`. 9.851.78 :ed and verified to the building division by wet .he Engineer of Record. ♦ i CITY OF WHEAT RIDGE /� Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office - (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 6 � Job Address: 4 Permit Number: ❑ No one available for inspection�e AM /PM Re- Inspection required: Yes f 0 / tr "When corrections have b een made, call fof r " ahection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE INSPECTION � C RECORD Occupancy/Type - INSPECTION LINE: (303) 234 -5933 ` Inspections will not be made unless this card is posted on the building site Call y to receive inspection the o owing usmess day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTOR F; FOUNDATION INSPECTIONS DATE COMMENTS: INITIALS' Footings /Caissons Stemwall / (CEG) Concrete I Encased Ground , Reinforcing or Monolithic Weatherproof / French` Drain Sewer Service Lines L ' Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ,ea s., CONCRETE SLAB FLOOR Electrical (Undergrounds) Plumbing (Underground) Heating (Underground)' ; DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED'.' ' C ROUGHS 2 1 Sheathing `. " Gas Piping `! Rough Mechanical r � ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw 7 FINALS Electrical Plumbing Mechanical Roof c` Building Final Fire Department RO.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIOt *"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFOI CERTIFICATE OF OCCUPANCY ISISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZAT OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUE PROTECT THIS CARD FROM THE WEATHER June 3, 2010 John Villachica Andean Holdings, LLC 9505 W. 44' Avenue Wheat Ridge, CO 80033 Re: Project #07 -030 Dear John: This letter serves to document our structural review of the new Denver West Rentals steel framed building located at 9505 W. 44"' Avenue in Wheat Ridge, Colorado. Our review is based upon the following: 1. Our site visit and limited visual observations of the completed structure on May 11, 2010. 2. The structural drawings for the building produced by Alliance Steel Building Systems dated April 12, 2007. 3. The fabrication review letter by A. Mike Heidary, P.E. 36125 dated May 21, 2010, which is attached. 4. The bolt inspections performed by CTL Thompson, Inc. on May 11, 2010 and May 26, 2010. Their summary report is attached. It is our professional opinion that the steel structure has been erected in general conformance with the structural drawings for the building. If we can be of any further service, please call. Sincerely, MOUNTAIN DESIGN GROUI � � ep Kenneth W. LaGreca, P E yl7S @: KWL/bk 29713 Troutdale Scenic Drive #81, Evergreen, CO 80439 Phone: 303.670.8811 Fax: 303.670.9472 f. allla MUM STEEL BUILDING SYSTEMS Alliance $teal, Inc. • 3333 S. Council Road • Oklahoma City, Oklahoma 73179.4410 • (405) 745.7500 • Fax (405) 745.7503 www.allianceokc.com May 21, 2010 Re: Fabrication of Steel Denver West Rentals, LLC Warehouse Expansion 9905 West 44 Ave. Wheat Ridge, CO 80033 ASI job # 307 -081 To whom it may concerns, In referenced to the above warehouse, we designed and issued our first set of approval drawings on April 17, 2007. Then, we submitted a corrected set of drawings on August 29, 2008. We released erection drawings and fabricated steel on September 23, 2008. Our structural steel design is in accordance with IBC 2003 and specifications as listed in the contract documents. In terms of fabrications, Alliance Steel Inc was/is an approved facility (section 1704.2.2 of 113CO3) in Oklahoma City. Fabrication was performed based on my design here at our facility, and in accordance with the approved construction documents. Thank you for your concerns and please call me if you have any questions. Respectfully, ' „e0 REr °v. .. • 'a 361250���,,% A. Mike Heidary, P.E. Engineering Manager 1- 800 - 624 -1579 ext. 529 Direct # 405- 261 -0529 Fax 405 -745 -7504 mheidary®allianceoke.com www.allianccokc.com C( ( 0 I? &Vudu fC)Y-eA , �g brI(Uk4(`0)A June 3, 2010 John Villachca Andean Holdings, LLC 9505 W. 44 Avenue Wheat Ridge, CO 80033 Re: Project #07 -030 Dear John: This letter serves to document our structural review of the new Denver West Rentals steel framed building located at 9505 W. 40 Avenue in Wheat Ridge, Colorado. Our review is based upon the following: 1. Our site visit and limited visual observations of the completed structure on May 11, 2010. 2. The structural drawings for the building produced by Alliance Steel Building Systems dated April 12, 2007. 3. The fabrication review letter by A. Mike Heidary, P.E. 36125 dated May 21, 2010, which is attached. 4. The bolt inspections performed by CTL Thompson, Inc. on May 11, 2010 and May 26, 2010. Their summary report is attached. It is our professional opinion that the steel structure has been erected in general conformance with the structural drawings for the building. If we can be of any further service, please call. Sincerely, MOUNTAIN DES] Kenneth W. LaCrrel KWL/bk 29713 Troutdale Scenic Drive #81, Evergreen, CO 80439 .Phone: 303.670.8811 Fax: 303.670 -9472 WE LD! BOLT INSPECTION RE PORT SUMMARY Client Name: DENVER WEST RENTALS Inspection Date: 05/26/2010 Project: DENVER WEST RENTALS Project Number: DN44962:000 Field Rep: B. 7AGAR Report Number: 2 TYPE OF INSPECTION 1 APPLICABLE CODE Q Visual Weld AWS D1.1 -02 Taele 6.1 O Magnetic Particle Weld AWS 61.1.02 Sett 6.10. 0 Liquid Dye Penetrant Weld AWS DtI42 SerA. 6,10 O Ultrasonic Weld O Decking AWS MI-02 Sect, 6.13 AWS D1.3.02 Sect. 4.5 O High Strength Bolt AlsC Spec. for Structural Joints Using ASThi A 325 or A490 Solis, Sect. 6 & 9. © Anchor Bolts Project Specifications Location and Description of Work: T INAI BOLTS WE PERFORMED HIGH STRENGTH BOLT REINSPECTION OF ITEM NO, 1 NOTED ON THE OUTSTANDING DISCREPANCIES LIST DATED 5111110. ITEM SIGNED OFF. PLANS BY: ALLIANCE, PROJECT NO. 307 -081 DATED 8129/08. ATTACHMENT: OUTSTANDING DISCREPANCIES LIST DATED 5111110. At the time of our inspection, the items observed met the quality sta © Discrepancies were observed, please see the attached Specific information is presented on the fo 1971 West 12th Avenue I Denver, Colorado 80204 1 Phone: W E L D I B INSPECTION REPORT SUMMARY Client Name: DENVER WEST RENTALS inspection Date: 05/2612010 Field Rep: B. ZAGAR Project; DENVER WEST RENTALS Project Number: DN44962.000 Rep ort Number: 3 TYPE OF INSPECTION I APPLICABLE CODE ❑ Visual Weld AWS D1.1 -021'Wie 6.1 Il Magnetic Particle Weld AWS D1.1 -02 SecL 6,10 ❑ Liquid Dye Penetrant Weld AWS D1.1 -02 Sect. 6.10 Location and Description of Work: WELDS BOLTS D Ultrasonic Weld 0 Decking AWS 011.02 Sect, 6.13 AWS D1.3 -e2 Sect, 4,5 El High Strength Bolt A1sc spec. for Structural Joints Using ASTM A 325 or A490 Bolts, Sect, 8 8 9. 2 Anchor Bolts Project Specifications WE PERFORMED BOLT OBSERVATION OF 112' AND 314" DIAMETER A363 ANCHOR BOLTS INSTALLED AT COLUMN BASE PLATE CONNECTIONS AND 34" X 719" DIAMETER A307 AND A325 BOLTS INSTALLED AT BEAM TO BEAM, COLUMN CAP PLATE TO BEAM AND PURLIN TO CLIP CONNECTIONS BETWEEN GRID LINES A AND E FROM d TO 9 FROM THE FOUNDATION TO THE ROOF LEVEL, PLANS BY: ALLIANCE, PROJECT NO. 307 -081 DATED 8129108. 's At the time of our inspection, the items observed met the quality sta j D Discrepancies were observed, please see the attached Specific Information is presented on the fol 1971 West 12th Avenue I Deriver, Colorado 802041 Phone: 'i > CITY OF WHEAT RIDGE Building Inspection Division (303) 2345933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE I Inspection Type: & Job Address: 9SdS cr> W?W Mg Permit Number: /O /y W ❑ No one available for inspection: Time ✓o.' SS AM M Re- Inspection required: Yes No When corrections have been made, cafi for re - i nspection at 303 Date: Inspector: DO NOT REMOVE THIS NOTICE I l` ♦ i CITY OF WHEAT RIDGE Building Inspection Division �r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: dYleGf!• .ni.� Job Address: __9SaS u� YYrey �iif Permit Number: ❑ No one available for inspection: Time ®J : Yo (&*PM Re- Inspection required: Yes No When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: .Sf3/iD Inspecto ;✓ DO NOT REMOVE THIS NOTICE U °!k 41 City of Wheat Ridge Residential Mechanic PERMIT - 101045 w PERMIT NO: 101045 - ISSUED: 04/26/2010 JOB'. ADDRESS: 9505 W 44TH AVE EXPIRES:. 10/23/2010. DESCRIPTION: Hang. existing, unit heater 200,000 btu and40-lf of gas CONTACTS owner 720/329-6211 John Denver West Rental sub 303/233-7007 Torrey Cosgrove 01-.7885 Lakewood Plumbing LLC sub" 720/404-4772 L.J. Burkett 08-0194 Solutions ElectricInc. # PARCEL INFO ZONE CODE : UA USE: UA SUBDIVISION: 004E BLOCK/LOT#: 0/` a FEESUMMARY ESTIMATED' PROJECT VALUATION: -2,200.00-' FEES y~ s§ 30 Permit Fee 108 1 . G. Total Valuation .00 z1br r) - Use Tax 39.60 7 **`TOTAL 147.90 Conditions: Must comply w/ 2003 IBC & 2005 NEC. Subject to field inspections. I hereby certify.. that the setback distances proposed by this permit application are accurate, and do not violate... applicable.. ordinances, rules or regulations of the city of Wheat. Ridge or covenants, easements or restrictions of record;:. that all measurements shown, and allegations made are accurate; that Ihave read and agree to abide by all conditions printed on this s application and that I.assume : full responsibility for compliance with the Wheat Ridge Building Code.(I.B.C) and all other } subject to field inspection. es, for work under this permit. Plans a Whe t Rrd e Ord~inanc j ce ~ Signature of contractor/owner date~ 1. This permitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the n state of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances. of the City.' t i b i d t prior o expira ion on must e rece ve 2.. This. permit shall expire 180 days from. the issue date.. Requests for an extens date. An extension may be granted at the discretion of the Building Official. 3.! 3. If this permit expires, anew permit may be acquired for afee . of one-half. the amount normally required, provided no ; changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or it suspension or abandonment exceeds one (1) year, full fees shall v v~ be paid for a new permit. 4.. No. work. of. any manner shall be done that will change the. natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. y 6. The issuance of a permit or the approval of drawings and specifications shall not beconstrued to be a permit for, nor an approval of, any violation. of the provisions of the. building codes or any other ordinance, law, rule or regulation. - All plan r vie " s. subject to field. inspections. Signature -C f Building. Official date } INSPE ION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 A'., REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. g, A BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : -X 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner John jge i veii- lje~l`~ Property Address : 95-06- W. 41 qtA ' vj Phone : Contractor License No. U / 7 9-2S` Company:/-,, Jz_,e_ l.9ao4 i9A_"? ny Phone: 903/,Z33-7007 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Copstruction Value : 0C? - I hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Total : $0.00, (OWNER)(CONTRACTOR) SIGNED 7 ' /a_//~~'_e__ DATE s2ro //O Use: Description : hGnEl.`s/~`~y Gil n ; ~h ° r ,200, 0 00/61-G 91-Lh 4/0'0¢61, .1 /.`nom fo 1f-h BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft : Approval: Zoning : Egrdlri 7SGaTr[nts~ Approval: 817B1r1 ,W Lt!p nrten ~J Approval: Occupancy : Walls Electrical License No : Company : Expiration Date Approval : Roof : Stories : Residential Units : Plumbing License No: Mechanical License No Company: Company: Expiration Date : Expiration Date Approval: Approval: (1) This permit was Issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire d (A) the work authorized is not commenced within sixty (60) days from issue date ar (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pemril expires, a new perod may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifitiGons and any suspension or abandonment has not exceeded one (1) year. If changes are made or d suspension or abandonment exceeds ore (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall noliy the. Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before proceediing with successve phases of the Ijob. (8) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provislons of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ♦ i CITY OF WHEAT RIDGE /~Vp Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE !'C,~ y Inspection Type: Job Address: Permit Number: al ❑ No one available for inspection7l,4 ne AM/PM Re-Inspection required: Yes tio 'When c orrections have been made, pppaction at 303-234-5933 Date: Inspector: ~ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 091009 PERMIT NO: 091009 `ISSUED:' 07/29/2009 JOB ADDRESS:: 9505 W'44TH AVE :EXPIRES:: 01/25/2010 DESCRIPTION:r New 150s amp sub panel for storage building - - - - - - - - - - - - Conditions: =Must [comply w/ 2003 IBC & 2005 NEC. x Subject to field inspections ic~r I hereby .e,Hfv that the cet6a rk Ai sr - e City of Wheat Ridge Building Division Date: o 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 Plan cQ;b AOO Inspection Line: 303-234-5933 Permit#.0 Cl (001 Building Permit Application Property Address: 9~OS AL6 `71`` 14VE41WE Property Owner (please print): klljCr Wd5T- f?&Te&5 .1;41 , Phone: 1-1303) ~~77 r/j(iJ~i Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License Phone: Sub Contractors: Electrical City License #:L119 3V Plumbing City License Mechanical City License Company: i~1S✓(~tC>7c'!~a.Z4t,, Company Company: Exp. Date: O,71 a812,011 Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): .SrOR!46 13Jir bihei I Construction Value: $ 6-300 cc? `Description of'.work: l , (as calculated per the Building Valuation Data sheet) Ate-,? 15VA-1? S j P4wel- i 3 &05 c V 49doG-,5 Plan Review (due at time of submittal): $ ia/ e)(1577vlr 5ror-vle Svjl-6;11 Sq. Ft./L.Ft added: Squares _ BTU's Gallons Amps /50 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge. Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE.: (OWNER) (CONTRACTOR) or PERSONAL REPRES A of NER) (CONTRATOR) PRINT NAME: / eeyRt - SIGNATURE Date: 1~C " DEPARTMENT USE ONLY ZONING COMMENTS Zoning: Reviewer PUBLIC WORKS COMMENTS Reviewer BUILDING DEPARTMENT COMMENTS OCCUPANCY. Reviewer FIRE DEPARTMENT.: ❑ approved w/ comments ❑ disapproved 0 no review required Bldg Valuation: $ T 'z~ , '41 verb 7 / o 07i/ / 7"~-P ~p~YS ~ S7 ~~f,IJ G"a ~s7 S Grp yr ~cu-~ ~~jG~~' f ~v~~~/✓ p`av~c~u ~ iii ~ S~~ S~ dv1%G1/ , %l j62c 74v e Cd ~c~,/GZ v 106,61 r /07 Crr Y ~o~cye4 wo~~ / & v WWI t// 4/ 4~e cea t~ a,?l Z>J f- 45~'a/~ ell I G 6tK C(//(I/~-Cf`~(Gl1 January 6, 2009 John Villachica Andean Holdings, LLC 9505 W. 40 Avenue Wheat Ridge, CO 80033 Re: Project #07-030 Dear John: This letter serves to document our limited visual observations during our site visits on October 14, 2008 and October 20, 2008, of the foundation footings and foundation wall reinforcing steel at 9505 W. 44 h Avenue in Wheat Ridge, Colorado. It is our professional opinion that the reinforcing steel has been placed in general conformance with the construction documents. If we can be of any further service, please call. Sincerely, MOUNTAIN DESIGN r, Kenneth W. LaGreca, P KWL/bk 29713 Troutdale Scenic Drive #81, Evergreen, CO 80439 Phone: 303.670.8811 Fax: 303.670.9472 1. CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:z~_~_ Job Address/Permit Number: 9 105 GIJ, fly='-~` v ❑ No one available for Re-Inspection required: "Yes When corrections have been made, i Date: Inspector: DO NOT REMOV me AM/PM ,t ;f i r r4-inspection at 303-234-5933 ~l9 NOTICE a 4' ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE _ Inspection Type: ,Z2: ~G7y - Job Address/Permit Number: ❑ No one available for inspection: Re-Inspection required: Yes, When corrections have been ma c Date: inspector:1 - DO NOT REMO AM/PM re-inspection at 303-234-5933 i F- A 4' City of Wheat Ridge .rte Commercial Electric PERMIT - 090044 PERMIT NO: 090044 ISSUED: 01/21/2009 JOB ADDRESS: 9505 W 44TH AVE EXPIRES: 07/20/2009 DESCRIPTION: 320 amp new electrical servicechange underground CONTACTS owner 303/424-7368 Denver West Rentals sub 303/237-7529 Donald E. Fredricey 01-9450 Titan. Electric Co., Inc. PARCEL INFO ZONE CODE: UA SUBDIVISION: 0046 USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PRO A 5,000.00 FEES Permit Fee 144.70 Plan Review Fee 94.06 Total Valuation .00 Use Tax .90.00- (~rj j~lrr TOTAL 328.76 Conditions: JS: Approved as submitted. Must comply with 2003 NEC. Subject to field inspections. I hereby certify that the setback distances proposed by. this permit application are accurate, and do not violate applicable. ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I me full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wl+at ~OYdis, for work under this permit. Plans subject to field inspection. Signature of contractor/ 71r date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any viol at'•on of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is s ec o field inspections. Signature of Chief B di Official date INSPECTION RE EST LINE: (303)2.34-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION-THE FOLLOWING BUSINESS DAY. °~wNrR City of Wheat Ridge Building Division Date: Q i ICJ ~C~ ~J °m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 Plan . o =o Inspection Line: 303-234-5933 Peni itit#:1`0 - GOR ~ \ Building Permit Application Property Address: 2Z5- W. 711 dyENuE , 14l~&4T 9102e (Jr 033 Property Owner (please print):~t(~_ &tiC &At R LLC Phone? 1303) zla - 73 8 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License Phone: (303)237-75-29 Sub Contractors: Electrical City License #:01'9-'/50 Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): Description of work: / 11,6,v ex Crele -f -e 5ewlee U~/)CrG^^v, t~.~:9D 3~2aH 31 y Wig SCE%Cc' Sq. Ft./L. Ft added: Squares Construction V (as calculated per Plan Review BTU's Gallons Amps '?Re) OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) CONTRACTO or PERSONAL REPRESENTATIIVV~i6f (CONTRATOR) PRINT NAME: 1,411,1<6 ?Q&SIGNATURE: Date: DEPARTMENT USE ONLY ZONINGCOMMENTS Zoning: Reviewer - PUBLIC WORKS COMMENTS:. Reviewer BUILDING DEPART T NTS OCCUPANCY:i ~ o r,V eSr ed Bldg Valuation: $ FIRE DEPARTMENT' pprOVedVJ/"co IMF Tnys`T] dB~ppro d E] A 4' City of Wheat Ridge Commerical NEW PERMIT - 081339 PERMIT NO: 081339 ISSUED: 11/14/2008 JOB ADDRESS: 9505 W 44TH AVE EXPIRES: 05/13/2009 DESCRIPTION: Erection of pre-engineered steel building CONTACTS owner. 303/931-2754 John Villachica gc 303/463-6960 Jerry Heffernan 08-0276 Skyline Steel Inc PARCEL INFO ZONE CODE: C-1 USE: UA SUBDIVISION: 0046 BLOCK/LOT$: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 256,484.80 FEES Permit Fee 2,434.91 DM Plan Review Fee 751.04 Plan Review Addtiona 831.65 Total Valuation .00 Use Tax 4,616.73 %ff6f0(eMtr1 TOTAL 8,634.33 Conditions: JS: Approved as submitted pending planning approval. Must comply with applicable 2003 I-codes and 2005 NEC. All foundations must be inspected and verified to the building division by wet stamp letter of approval from the Engineer of Record. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application hat I ass me ful esponsibility for compliance with the Wheat Ridge Building Code (I.B. C) and all other applicab Aidga for work under this permit. Plans subject to field inspection. ~gnature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorade or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Signature of Chief B fficial date INSPECTION RE S LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST E !DE BY 3PM ANY. BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Property Address: ~015 &J I KY Lk- t/9-06 Property Owner (please print): ~ Mailing Address: (if different than Address: 5,,6 y, *Iq City, State, Zip: JA/)1EA i k rh Contractor: JK'1 L l w E /,/Sc. liu Contractor License 11) l i r A, tt. , Sub Contractors: Electrical City License Company: Exp. Date: / Phone: ise. Plumbing City License Company Exp. Date: Use of space (description): Description of work: RF~Tio v oOC S%Ec'L Q~-Dc7. Sq. Ft./L.Ft added Date: 04.10_ z t,oF- ( Plan Q O ~~1 Permit r Phone: 4D - 3-A Mechanical City License Company: Exp. Date: Construction Value: $ TJ~JV L) (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ I V ( I I Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE' (OWNER CONTRACTOR) or PERSONAL REPRESENTAAr(O>~~)=. [2~5TRATOR) PRINT NAME: TURE: DEPARTMENT USE ONLY . ZONING COMMENTS: 01 O Zoning: ` Reviewer: t V " Date: Reviewer: ~%PYi ~3iiIrT1 P~i,~ 6'N% BUILDING DEPARTMENT C S: C( Reviews. l~~/~/Ii)-1~/r 7TMelam"' 7nT/l~~ UG~OJ JV'G~ P FIRE DEPARTMENT:: ❑ proved wf coients 11 disapproved ❑ no review required Bldg Valuation: $e( y rr-- 3 City of W heat Midge COMMUNITY DEVELOPMENT Memorandum TO: Building Division FROM: Meredith Reckert DATE: November 14, 2008 SUBJECT: Permit #08-0371/9505 W. 44"' Avenue The following is a response to submittal of a landscape plan for the building pen-nit referenced above. I have reviewed the landscape plan and have the following comments: 1. The rear portion of the property was removed from landscaping calculations. The revised numbers require a total of five street trees to be located between the front wall of the building and the front property line. 2. The city does not recognize a Rose of Sharon as being an acceptable street tree. The three Rose of Sharons shown must be replaced with an acceptable street tree species 3. A total of 106 shrubs are shown where 112 are required. 4. An additional ten trees are required on the property. 5. Landscape comments must be met prior to issuance of a Certificate of Occupancy. City of Wheat ~dge COMMUNITY DEVELOPMENT Memorandum TO: Building Division FROM: Meredith Reckert DATE: October 13, 2008 SUBJECT: Permit #08-0371/9505 W. 44`I' Avenue The following are comments regarding construction of a new building at 9505 W. 44"' Avenue. 1. The handicapped parking space in front of the building must be a van space. The loading aisle must be widened to 8' in width. Appropriate handicapped designation striping and a HC designation sign are required. 2. All areas to be used for parking or drives must be hard surfaced paved with either concrete or asphalt. 3. Employees of both businesses must park in the rear of the structure leaving the front spaces open for customers. 4. A total of seven street trees with a minimum 2" caliper must be planted in the area from then front property line to the front wall of the existing structure. I s 5. An additional 14 trees and 140 shrubs are required on the property 44' 6. A photometric plan will be required if any new site lighting is proposed. 7. All new signage must be separately permitted. 8. The proposed building elevations have been approved consistent with discussions at the pre-application stage. 9. No access is allowed to 45`I' Avenue. 6. A joint parking agreement with the property to the west must be recorded prior to the issuance of a Certificate of Occupancy for either structure. West Central Region Office 1707 Cole Boulevard, Suite 100 Golden, Colorado 80401 Telephone: (303) 985-1070 Facsimile: (303) 716-5318 To Order: (303) 744-2378 A=!~,k AGGREGATE INDUSTRIES Project Mix Designs Date: August 27, 2008 Contractor: Concrete Foundations & Flatwork Attention: Shaun Clemenson Project: Denver West Rentals Location: 9505 W. 44th Ave Mix Usage Mix Number f'c w/c Slump Air 1 4k Foundation 6426120 4000 NS 5" 4.5-7.5°/ NS = Not Specified IF FIBERS OR COLOR ARE REQUIRED IN THE MIX, IT MUST BE SPECIFIED WHEN ORDERING! Sales Representative: Mike Morris Main Plant: 701 Bannock Back Up Plant: 708 Sand Creek Cubic Yards: 100 ACI 301-99 1.6.4.1.c: Testing agency will report all tests and inspection results to Architect/Engineer, Contractor, and Concrete supplier within seven days after tests and inspections are performed. Please forward results to: Aggregate Industries Attention: Quality Control Department 1707 Cole Boulevard, Suite 100 Golden, Colorado 80401 AGGREGATE INDUSTRIES West Central Region Ag:bk AGGREGATE INDUSTRIES CONCRETE MIX DESIGN SUBMITTAL Contractor: Concrete Foundations & Flatwork Project Name Denver West Rentals Mix I.D.: 6426120 Qualification: ACI 301-99 4.2.3.2.a Intended Use: 4K Foundation PROPORTIONS ASTM C150 Type 1-II ASTM C618 Fly Ash ASTM C33 Coarse Aggregate ASTM C33 Fine Aggregate ASTM Potable Water ASTM C260 Air Entrainer ASTM C494 Type A Water Reducer 1 cu.yd. (SSD) 490 LBS. 120 LBS. 1457 LBS. 1442 LBS. 283 LBS. 33.94 gal/cy 0.80 oz/cwt C+P 4.88 oz/cy 3.5 oz/cwt C+P 21.35 oz/cy PHYSICAL PROPERTIES Slump: 5.00" Air Content: 4.5-7.5% w/c + p ratio: 0.46 COMPRESSIVE STRENGTH PC= 4,000 psi @ 28 days Production and delivery in accordance with ASTM C 94 Standard Specification for Ready-Mixed Concrete. Compressive strength performance is conditional with strict adherence to the current ASTM Standards relating to concrete, and the latest revisions of ACI 301 and 318. Please direct inquiries to: Mike Morris Senior Sales Representative Phone: (720) 748-1345 Fax: (720) 748-1780 mike.morris@aggregate-us.com 1992. 2008 Digital Site Systems, I nc. Page 2 Quadrel iService SM Date: 8/27/2008 Units : US PSI Strength and Strength Fit vs Maturity AGGREGATE INDUSTRIES PSI # of Oce. Histogram for 28 Day Strength 7000 7000 6500 - - 6500 6000 -r 6000 5500, 5500 5000 5000 4500 4500 4000 _ 4000 3500 • .1 3500 3000 ~ T t . - 3000 25W . L _ . .L.-----~ - 2500 0 5 1 0 1 5 2 0 25 3 0 Maturity Days 10.00 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 3500 PSI 95% of tests He above cross-hatched area %/PSI 0.09 0 06 0.07 0.06 0.05 0.04 0.04 0.03 0.02 0.01 0.00 6500 Mix Name: 6426120 Mix Strength: 4,000 PSI at 28.0 Days STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 7 Avg 28 Avg Ace Accept Std ACI318 Tests Slump Air Day Day Age Age Dev Req-d 30 4.35 5.84 4070 5130 5130 2B 460 4610 DETAILED STRENGTH, Compression Either 4" x 6" Or 6" x 12" Batch Date Slump Air Strengths Acc ACC Age Number 7 Day - 28 Day ACC Age Age Run Avg 3 70811776 2/9/2008 4. 50 6. 00 4560 5940 5940 28 70811769 2/9/2008 5. 00 6 .00 4340 5150 5150 28 70126816 2/19/2008 4 .00 6 .00 3370 4940 4940 26 5340 70812147 2/22/2006 4 .00 6 .40 4130 5050 5050 28 5050 70812157 2/22/2008 4 .50 6 .10 4360 5790 5790 28 5260 70812168 2/22/2008 4 .50 6 .20 4810 4810 28 5220 70812142 2/22/2008 4 .50 7 .10 6800 4300 4300 28 4970 70334889 2/29/2008 4 .00 5 .50 3300 4490 4490 28 4530 70993783 3/4/2008 3 .50 6 .20 4140 5240 5240 26 4680 70335117 3/10/2008 4 .75 4 .00 4590 5630 5630 28 5120 70335126 3/10/2008 5 .00 4 .00 4310 5340 5340 28 5400 7033511.3 3/10/2008 5 .50 5 .00 4060 4930 4930 28 5300 70127529 3/12/2008 4 .00 5 .50 3470 4660 4660 28 4960 70600200 3/12/2008 3 .50 4 .50 3820 5220 5220 28 4930 70812752 3/14/2006 3 .50 7 .00 4360 5200 5200 28 5030 70335780 3/25/2008 4 .50 5 .50 4210 5260 5280 26 5230 1992 - 2008 Digital site systems, Inc. Page 3 Quadrel iSetvice Sm 4000 4500 5000 5500 6000 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Air Strengths Acc Acc Age Number 7 Day 28 Day Acc Age Age Run Avg 3 72156061 3/25/2008 4. 00 7. 50 4170 5630 5630 28 5370 70128219 3/27/2008 5. 00 5. 60 4900 4900 28 5270 70994213 3/28/2008 3. 00 5. 50 3870 5280 5280 28 5270 70128531 4/8/2008 3. 50 5. 70 3460 4370 4370 28 4850 70813512 4/11/2008 5. 00 6 .90 3940 4850 4850 28 4830 70128687 4/15/2008 4. 75 5 .80 3760 5220 5220 28 4810 70129042 4/18/2008 3. 00 6 .40 3620 4800 4800 28 4960 71094995 4/21/2008 5. 00 6 .10 3700 4820 4820 28 4950 70994672 4/23/2008 4. 00 6 .00 3750 5250 5250 28 4960 70129287 4/25/2008 4. 50 5 .60 4120 5630 5630 28 5230 72604556 4/25/2008 5. 00 6 .50 4970 6130 6130 28 5670 70129629 5/1/2008 4. 50 5 .60 4120 5510 5510 28 5750 70129992 5/10/2008 5. 00 4 .50 3230 4820 4820 28 5480 70130838 5/29/2008 5 .00 6 .40 3290 4640 4640 28 4990 1992 - 2008 Digital Site Systems, Inc. Page 4 Quadrel iService SM LEGACY nnouraouxe s,v~~o.~«. mw - t o- I T 4 XI&f KR I{a Eg I i i b I I I d T i i a 6 E~ Z ~ti O [ N ;=l C~ O Cn w ' C~ l ~ d O CO Fa W W N ~ O D W ~ C o rn ro [ XPAYH XF. ~Xr xP O ae MI g19V1S 0 F~ ]bi¢plfloq 9XXnNW 9FR O]XRXI4 OP110N "B" Floor Plan Ymfeet No: 2E-XSOE ~ :c Novmbe~ V. 2004 dAlg6 Xd Floor Plan ~ - e-m xue ib'=~'-v -77 T i t)F WHEA?- City of Wheat Ridge 0OCORPO0 . Commercial Addition PERMIT - 070754. PERMIT NO: 070754 ISSUED: 07/23/2007 JOB ADDRESS: 9505 W 44TH AVE EXPIRES: 01/19/2008 DESCRIPTION: Foundation Permit for 5900 sq.ft. addition, CONTACTS owner 303/931-2754. John Uillachica Andean Holdings, LLC PARCEL INFO ZONE CODE: C-1 SUBDIVISION: 0046 USE: UA BLOCK/LOT#: 0/ i i3~S3 FEE SUMMARY Engin. Review Fee Grade/Fill Permit Permit Fee Plan Review Fee Total Valuation Use Tax TOTAL ty p ton 54 0 . o o submitted within the plan set and any construction 2 , 212 .18 errors resulting from inaccurate irfan l3tion. Comments: BM: Foundation only permit approved. Subject to field. inspection. 5/11/07. MR: Permit. approved for foundation only. Full landscape, lighting and paving plans ,required for full structure/site approval. DFB:_.Allpublic works comments have been addressed - ok to issue. See attached sheets. 7/24/07 ?.hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this 'application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Rid 0 din es, for work under this permit. Plans subject to field inspection. Sr ature of contractor/owner 'Ate. 11 This permit was issued in accordance with theprovisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An. extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no 'changes have been or. will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection... card before proceeding with successive phases of the job. 6. The issuance permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an app ov any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All p ew is subject to field inspections - 3ignatupf of Chief Building Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 6QUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ESTIMATED PROJECT VA„~UATION: 30,000.00 FEES , 600.00 124.50 Please Note: .~Y 574.35 i Owner/contractor is responsible for locating property 3 73 .3 3 Imes and constructing improvements according to the approved plan and required development standards. .00 The Ci is not res onsible for inaccurate trli ' format' ' F WNEqT~.. . . O UJ m - ~ C~COftP90 ~ City of TNMeat Ridge ~ suiiain9 permit Number. GommunitK Deveiopmen# Deparfinent Date: ~O M~MERCML MULTI--FAAMY . . . ProperLy Owner:~/y~G~Cuh HO~G~cii~ S ~ GLG/~o~cH ProperLyAddress: q',jC)s.(,~/. Contractos License No:: Company: O%1N [~icL0 cNrC~/0r,y-/,-:ie OWNER/CONTRACTORSIGNATURE.OF UNDERSTANDING AND AGREEMENT.- I.hereby cerfify~that the Setback distances proposed.tiy fhis perm~it application (OWNER)(CON7FtACTOR): SIGN/ED~~!!!~^ DATEj / ~ f/ r..l•.i ! ` . . ; ~uwnerc~~u~nirwwurc~rnm+tuivonH t Use of Space (description):,EL Descripfion `of work: Sqc Ft. added~. S Vv~'f ONING COMMENTS: . . ApprovaL• ~ . ~ Zoning:. ~ ~ . . l,.~k~ Cr`G ~ / ~~G l~/,~ L~i c<Cl( - Phone: J03 - -731 Phone: tuiidina De,ot. Valuation Figurer $ er°s Value:$90 0d, y aii ~ Permit Fee:$ for neei Plan Review Pee:$ se Taac: !2~ !ToYal:$ - . . . I~-- . . . - . ~ . ` i ~7~VJGtc/. ~ 6ato-" t 'tur Le-a SIC: Sq.Ft BUILDINGCOMMENTS L MAV;n 5 -PProvaC . . . . . , t :t! 8 2007. PUBLIC R COMMEMS ~ . pioval: IRE DEPARTMENT COMMENTS: . APproval: . . . . , . Occupancy: Wallsa Roof: Stories; Resideotial Units~: Electrical Lieense No:, Plum6ing License No: ' Mechanical License No: Company: - Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Apprpval: Approvali .(1) -This permiPwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Coloradoandtot6eZoning-RegulaEiansandBuildingCodesofWheatRidge,Coloradooranyotherapplicableordinancespf . . . theCiry. .(2) Thi"s. permit sBall ezpire if (A) the work authqrized is not commencedwilhin sixty (60) days from issue date or (8)the building authorized is suspended or ~abandoned for aperiodof 180 days. . . . ~(3) If tfiis-permit expiies, a ttew pecmit maybe acquired for a fae oione-halfthe amouninormalty required, provided no changes have.been orwillbe made ih the original plens and specifications and anysuspension or abandonment hasnot ezceeded one . . . (1)year.lfchangeshavebeenorifsuspensionorabantlonmentexceedsone(1)year,full feesshalibepaidforanewpermit(4) No work of any manner shall bedone that will change thenaturafflow of water causing a drainage problem.- - (5) Contrector shall notiTy,the Huilding Inspec(of hventy foue.(24) hoursin advance for all inspections and shall receive written - approVal on inspecTion card before proceeding with sucaessive phases of the job. - (6) The issuance of apermit or the appioval otdrawings and specifications shall not 6e construed#o be a peYmit for, nor an . approvalof,anyviolationoftheproyisionsofthebmlding.codesorenyother ordinance,law;ruleorregulation.Allplanreview - , issu6jecttofield:fnspectioris;. Ghief Building Official > City of Wheat Ridge Building Permit Number:@~~~ Community Develo~pm/e'nt Dreparjt~mee~ynt Date: 0 RuaammmTANTM4TION Property Owner: l dett1t 00cF~~S ~~=Llnc`LK Property Address: Gig///tPcIE' Phone: 5v7-`13/-755/ Contractor License No.: Company: ~oyN ;/%c~~CHiCr~~Gv✓e Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT. Building Dept. Valuation Figure: $ '-I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$30 r OOL) Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all 'Permit Fee:$ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all ther applicable Wheat Plan Review Fee:$ Ridge Ordinances, for work under this /~,subj o field inspect ion., (OWNER)(CONTRACTOR): SIGNED' DATE v 07 TQtal:$ (OWNER)(CONTRACTOR).P INTEO[`//GN t/+ /CL! DATES F U Use of Space (description):un Description of work: n ~s /p .`-c'UiI LY u f ~ `c3vi A ~L*i✓li'~6 ~~✓✓C f ✓ Jni.CY CY'X~.[(Sl~l-fit Sq. Ft. added SY/l.O f BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval pp Zoning: ° ° ~~pl4`,((~~,CO V E10 BUILDING COMMENTS: MAY 4 2005y pproval: ~-s//-a7. PUBLIC R COMMENTS: Proval: ~~/!la lQ IRE DEPARTMENT COMMENTS: :Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval "(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning-Regulalion&and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. "(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of anymanner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the. Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, . rule or regulation. All plan review Is subject to field inspections. Chief Building Official ajOQ WHEgT o City of Wheat Ridge Building Permit Number: Community Development Department Date: ~oL ORA00 COA,MWECp ,...c. & AIWL TT .7kt~,Pt .k" ~jy $ Property Owner: n6 e.", olwei,,1 S r GLG .~oAa1 I ` {~,%J/a~ LI1c CL( Property Address: 17505 W. r{y~ /9UE. /!/LP~_Kr~(ye Phone:30,5-'?3j-.)7SCY/ Contractor License No,: I Company: ~y.N G~.'~!-l4cHiC~La.✓~oe Phone:: OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT- np Dept., Valuation Figure: $ i i hereby certify that the setback distances proposed by this permit application are - accurate, and do not violate applicable ordinances,. rules or regulations ofthe.City of Value:$30 000 I Wheat Ridge or covenants, easements or restrictions of record; that all measurements J shown, and allegations madeare accurate; that I have read and agree toabide by all - Permit Fee:$ i conditions printed on this application. and that I assume. full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all therapplicable Wheat Plan Review Feel Ridge Ordinances, for work under this ' Ian subj o field inspection.. Use Tax? (OWNER)(CONTRACTOR):SIGNED DATE~o U7 TOtal.$ (OWNER)(CONTRACTOR . RINTED oy Zg / e JJVyCl~ (-r L DATES V U ~ Use of Space (description): Description of work: ~~n~a~e• w~y~~ f✓ /r~xQ ~PQ W 7~ Sq. Ft. added MOO+ rJYQ ien "[r< C.`L~ ~ ~rtw~~~r j5 f eY✓Grfsta ver L(~..G(u2~ . T ONING COMMENTS' DING DEP T NT USE ONLY SIC: Sq.Ft.: : Y,IYy/ Approval:' C r i Zoning: 1f EICE- U V ED BUILDING COMMENTS: MAY Approval: ! H_ a 60g7 PUBLIC WORKS COMMENTS: e - -eL- s . Approval: - V) - IRE DEPARTMENT COMMENTS: {'yn Approval: Occupancy: Walls: Roof: Stories: Residential Units` Electrical License No: Plumbing License No: Mechanical License NO: Company: Company: Company: Expiration Date; Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning-Regulations-and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or willbe made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) ' Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written - approval on inspection card before proceeding with successive phases of the job. -.(6) The issuance of apermit or the approval of drawings and specifications shall not be construed to be apermit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official v g ci o C Y" - c: r. 3" l MOUNTAIN DESIGN GROUP L.L.C. N p y_~ , o~ 9713 Troutdale Scenic Drive, Suite B-1 o r > Evergreen, CO 80439 Gr a v y ° o -8 Q, 0 a~ RUCTURAL CALCULATIONS d a e ® (Foundation Calculations Only) v=`<~ (D h i 3 For < N. o n o \ o ~r 9505 W. 44"' Ave Wheatridge, CO %Mad F - tL-----------J- Lh°--- Mountain Design Group Title : 9505 w 44th Job # 07-030 29713 Troutdale Scenic Drive Dsgnr: jr Date: 10:55AM, 5 APR 07 Suite BI Description Evergreen CO 80439 Scope: 303.670.8811 ph 303.670.9472 f Rev. 510300 =eckw-oso3„7•ve,9.1.3,=~u~-1999,w"3 Square Footing Desi n Page 1 tc)193389 ENER0 G g c:\ec\07030 w44th.em:Calculafions Description 07030-pad Grid 8&(A&D) General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 6.900:k Footing Dimension 7.000 ft Live Load 28.220 k Thickness 14.00 in Shod Term Load 0.000 k # of Bars 6 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 lost Reber Cover 3.250 Concrete Weight 145.00 pcf fc 3,000.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Reber Requirement Actual Reber "d" depth used 10.438 in As to USE per foot of Width 0.186 in2 200/Fy 0.0033 Total As Req'd 1.303 in2 As Req'd by Analysis 0.0011 in2 Min Allow % Reinf 0.0014 Min. Reinf %to Req'd 0.0015 % Summary Footing OK 7.00ft square x 14.Oin thick with 6- #5 bars Max. Static Soil Pressure 885.90 psf, Vu : Actual One-Way 23.72 psi Allow Static Soil Pressure 1,000.00 psf Vn*Phi : Allow One-Way 93.11 psi Max. Short Term Soil Pressure 885.90 psf Vu : Actual Two-Way 78.37 psi Allow Short Term Soil Pressure 1,000.00 psf Vn*Phi : Allow Two-Way 186.23 psi Mu : Actual 6.49 k-ft Alternate Reber Selections._ Mn * Phi: Capacity 12.17 k-ft 7 # 4's 5 # 5's 3 # 6's 3 # Ts 2 # 8's 2 # 9's 2 #10's l • Mountain Design Group Title: 9505 w 44th 29713 Troutdale Scenic Drive Dsgnr: jr Suite B1 Description Evergreen CO 80439 scope 303.670.8811 ph 303.670.9472 f Rev: sisaos OS eL~°4°n•~e.s.,.~•u ,sss.wWz (c.. 8 9 ENERCALC Square Footing Design Description 07030-pad grid E7 Job # 07-030 Date: 11:46AM, 5 APR 07 Page 1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Dead Load 4.100 k Footing Dimension 4.500 it Live Load 9.780 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 psf - Reber Cover 3.250 Concrete Weight 145.00 pcf fc 3,000.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Reber Requirement Actual Reber "d" depth used 6.438 in As to USE per foot of Width 0.109 in2 200/Fy 0.0033 Total As Req'd 0.489 in2 As Req'd by Analysis 0.0011 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014% ` Summary Footing OK 4.50ft square x 10.Oin thick with 3- #5 bars Max. Static Soil Pressure 806.27 psi Vu : Actual One-Way 22.76 psi Allow Static Soil Pressure 1,000.00 psf Vn*Phi : Allow One-Way 93.11 psi Max. Short Term Soil Pressure 80627 psf Vu : Actual Two-Way 64.42 psi Allow Short Term Soil Pressure 1,000.00 psi Vn*Phi : Allow Two-Way 186.23 psi Mu : Actual 2.34 k-ft Alternate Reber Selections... Mn *Phi: Capacity 5.80 k-ft 3 # 4's 2 # 5's 2 # 6's 1 # Ts 1 # 8's 1 # 9's 1 # 10's ~3 Mountain Design Group Title: 9505w44th Job# 07-030 29713 Troutdale Scenic Drive Dsgnr: jr Date: 8:21AM, 6 APR 07 Suite Bi Description Evergreen CO 80439 scope: 303.670.8811 ph 303.670.9472 f Rev: 510300 Ver 5.1.3, 2RJUn1899, Wn32 User Kw0803n, Square Footing Design Page 1 Pa ac C (c) 186 EN ..ae.ammn ...ensn .,......r l i General information Calculations. are designed to Act 318-95 and 1997UBC Requirements Dead Load 4.500 k Footing Dimension 4.500 ft Live Load 11.200 k Thickness 10.00 in Short Term Load 0.uL)u k # of Bars 3 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pef fc _ 3,000.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Rebar Requirement Actual Reber "c" depth used 6.438 in As to USE per foot of Width 0.121 in2 200/Fy 0.0033 - Total As Req'd 0.547 in2 As Req'd by Analysis 0.0012 in2 Min Allow %Reinf 0.0014 Min. Reinf % to Req'd 0.0016% n: Summary Footing OK 4.50ft square x 10.Oin thick with 3- #5 bars Max. Static Soil Pressure 896.14 psf Vu : Actual One-Way 25.38 psi Allow Static Soil Pressure 1,000.00 psf Vn'Phi : Allow One-Way 93.11 psi Max. Short Term Soil Pressure 896.14 psf Vu : Actual Two-Way 71.84. psi Allow Short Tenn Soil Pressure 1,000.00 psf Vn`Phi : Allow Two-Way 186.23 psi Mu :Actual 2.61 k-ft Aftemate Rebar Selections... Mn' Phi : Capacity 5.80 k-ft 3 #4s 2 #5's 2 # 6's 1 # Ts 1 # 8's 1 #9s 1 # 10's Mountain Design Group - Title : 9505 w 44th Job # 07-030 29713 Troutdale Scenic Drive Dsgnc jr Date: 822AM, 6 APR 07 Suite B1 Description 'EVergreen CO 80439 Scope 303.670.8811 ph 303.670.9472 f kev 5103°° >~°~,`oea3an,Var5.,.3.~2J,vM999.WN2 ic> laea-°a weaacuc Square Footing Design Page 1 General Information Calculations are designed to AC1318-95 and 1997 UBC Requirements Dead. Load 4.300 k Footing Dimension 4.500 ft Live Load 9.500 k Thickness 10.00 in Short Term Load 0.000 k # of Bars 3 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 psf Reber Cover 3.250 - Concrete Weight 145.00 pcf fo - 3,000.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing Reber Requirement Actual Reber V' depth used 6.438 in As to USE per foot of Width 0.108 in2 200/Fy 0.0033 Total As.Req'd 0.487 in2 As Req'd by Analysis 0.0011 in2 Min Allow % Reinf 0.0014 Min. Reinf %to Req'd 0.0014% ~mmary Footing OK , 4.50ft square x 10.Oin thick w ith 3- #5 bars Max. Static Soil Pressure 802.31 psf Vu : Actual One-Way 22.58 psi Allow Static Soil Pressure 1,000.00 psf Vn*Phi: Allow One-Way 93.11 psi Max. Short Term Soil Pressure 802.31 psf Vu : Actual Two-Way 63.93 psi Allow Short Term Soil Pressure 1,000.00 psf Vn*Phi : Allow Two-Way 186.23 psi Mu :Actual 2.32 k-ft Alternate Reber Selections.. Mn * Phi : Capacity 5.80 k-ft 3 #4s 2 # 5's 2 # 6s 1 #7s 1 # Us 1 # 9's 1 # 1 0's Mountain Design Group Title: 9505 w44th Job#07-030 29713 Troutdale Scenic Drive Dsgnr. jr Date: 8:23AM, 6 APR 07 Description Suite B1 Evergreen CO 80439 scope: 303.670.8811 ph 303.670.9472 f ate- s,caoo Square Footing Design Page 1 ~c~,sasee oveacnic c:\ec\07030 w44lh.ecw:Calculffiions Description 07030-9d General information Calculations are designed to ACI 31896 and 1997 UBC Requirements Dead Load 3.400 k Footing Dimension 3.500 ft Live Load 4.600 k Thickness 10.00 in Short Term Load - 0.000 k # of Bars 3 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 psf Rebar Cover 3.250 Concrete Weight 145.00 pcf fc 3,ZW.0 psi LL & ST Loads Combine Fy 60,000.0 psi Load Duration Factor 1.000 Column Dimension 8.00 in Allowable Soil Bearing 1,000.00 psf Reinforcing . Rebar Requirement Actual Rebar "d" depth used 6.438 in As to USE per foot of Width 0.108 in2 200/Fy 0.0033 Total As Req'd 0.379 in2 As Req'd by Analysis 0.0005 in2 Min Allow % Reinf 0.0014 Min. Reinf %to Req'd 0.0014% rmmary 3~ezsbarr r:~`s.~SCey Footing OK 3.50ft square x 10.Oin thick wi th 3- #5 bars Max. Static Soil Pressure 773.89 psf Vu : Actual One-Way 13.63 psi Allow Static Soil Pressure 1,000.00 psf Vn*Phi : Allow One-Way 93.11 psi Max. Short Term Soil Pressure 773.89 psf Vu : Actual Two-Way 34.76 psi Allow Short Term Soil Pressure 1,000.00 psf Vn*Phi : Allow Two-Way 186.23 psi Alternate Rebar Selections... Mu : Actual 1.20 k-ft 2 #4s 2 # 5's 1 # 6's Mn * Phi: Capacity 7.38 k-ft _ 1 #7s 1 # 8's 1 # 9's 1 # 10's ---Ez ~ Mountain Projer Design Grou Architecture Client p M Structural Engineering Ct%Q1 t A(b) V L g®` y 1, L, -9i / V7~T 3s,l;Z Wry-~. 1z.z~f~ p ~r 1~e~~.P.,9-rye ~>•,3~y~'t,gllpEtw2.7.er~ C Vau,n.e vtf,}f } 71s~ , y 5 si_ j f i. / z' - F w s~.l rte, S • a _ [ I , c~~ k 7 -O --'f ~aw«AS ' 10. `6 , 2.3' F=i^~b)j(.7v* i.zo- zJ0 rzso~'D3'~3k J At~u'lpe ''-~SZ. 3•SJ t 1~S`~S,l~ S ~f1,~tmo•3,5~~ sH,.3;,5~ 0 Tta v 9' 29713 Troutdale Scenic Drive, #13-1, Evergreen, CO 80AnQ- (303) 670-8811 Fax: (303) 670-9472 t City of Wheat Ridge ~ Department of Public Works June 6, 2007 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Brian Brown, Project Engineer Civil Resources, LLC P.O. Box 680 451 Oak Street, Ste. 209 Frederick, CO 80530 303.833.1416 ext. 204 Re: - Second Review Comments of the Civil Construction Plans for the Building Permit Application. Dear Mr. Brown, I have completed the third review of the above referenced documents received via e-mail on June 1, 2007. This letter is to inform you that Civil Construction Plans have been reviewed and are hereby approved for construction by the Department of Public Works. The Drainage Letter/Plan was previously approved on May 29, 2007. Please be aware of the following items regarding the construction of the project: 1. Grading and Erosion Control The erosion control for the project shall be in place prior to the commencement of any grading activities, and maintained as needed during the course of construction. Please be advised that additional erosion control measures may be required if deemed necessary by the City Inspector. 2. Application for Grading/Fill Permit Prior to the commencement of any onsite grading, an Application for Grading/Landfill Permit, along with the fees due will need to be submitted for review and approval. 3. Drainage Certification Required Prior to C.O. Upon completion of the drainage improvements, the Engineer-of-Record Mr. Brad L. Hagen, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Grading & Erosion Control and Drainage Plans, all drainage facilities were constructed and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and the construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval prior to issuance of a Certificate of Occupancy (or Certificate of Completion) and be accompanied by As-Built Plans. The As- Built Plans shall include spot elevations for the site, and adequate elevations for all constructed drainage facilities to ensure adequate volume and proper construction. Two (2) copies of the "As-Built" Plans shall be submitted as follows: a. 1 copy is to be on full-size 24" X 36 "bond paper, signed and sealed, and b. 1 copy is to be on electronic media (DVD or CD-ROM) and shall be in an AutoCAD compatible (DWG) format. 4. Public Improvement Restoration/Debris Tracking Construction traffic shall be limited to the 44ttAvenue access, and it shall be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements along 44 h Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining 44d Avenue on a regular basis such that it remains free of construction debris and tracking from construction traffic accessing the site. Right-of-Way Construction Permit(s), Licensing, and Bonding Prior to any construction within the public right-of-way, the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. In addition, if the cost of the proposed public improvements exceeds $10,000, additional warranty bonding shall be required.. 6. 2-Year Warranty Period for Public Improvements The contractor shall warrant all work performed within the public Right-of-Way for a period of two (2) years, commencing upon completion of all constructed public improvements and Final Acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector at any time deems that the constructed public improvements are in such condition as to require replacement or repairs, the contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. 7. Materials Testing for Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be constructed within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, /✓a-.~./%¢~.-~a,-^-cam.-- David F. Brossman, P.L.S. Development Review Engineer CC: Steve Nguyen, Engineering Division Manager Meredith Reckert, Senior Planner Russ Higgins, Field Services Supervisor File Denver West Rentals (9505 W44th Ave) - approval.doe CITY OF WHEAT RIDGE DESCRIPTION MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. 3 'Denver West Rentals (9505 W44th Ave) - apprml.dx Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 inch Minimum density per soil Colorado Procedures vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in place 1 per 100 tons 92-96% of maximum density, T209 density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Denver West Rentals (9505 W44tb Ave) - approval.doc DEPARTMENT OF PUBLIC WORKS J, DEVELOPMENT REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION cuywvmeattudse Depamne t of "Ic Works Date: Applicant: Phone # 93/-,)L Location of Construction: 95b5 W. yy-/,k A✓EZ,rsc. Purpose of Construction: ~o a2~~~AL BO ALB i rJ L ~o v r,D fYTID,t 1 Single Family Commercial Multi-Family ..Development Review Processing Fee: $100.00 $--h0_0 _.Bo (For document processing) Single Family Residence/Duplex Review Fee $50.00 $ Commercial/Mulfi-Family Review Fees: • Review of existing technical documents: $100.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the I" and 2n1 submittals): : $500.00 $_.5_'00 . DO • Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): $400.00 $ ' Each Application will be reviewed by staff once and returned for chan ges. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Appli cation will be subject to the following Resubmittal Fees: • Resubmittal Fees: Yd submittal ('h initial review fee): $250.00 $ 4'k submittal (fall initial review feel: $50000 $ All subsequent submittals: $500.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ 600 . DD PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date 7F 3° ° Rev 5/07 F WHEgT ' DEPARTMENT OF PUBLIC WORKS COMMER CIALIMUL TI-FAMIL Y COCORP~O B UILDING PERMIT APPLICA TION RE VIEW Date: 4 A ~b -7 Location: 856.5. k,9. 44V '4ye- ATTENTION: BUILDING DEPARTMENT ~t. ~a City of Wheat Ridge Department of Public Works I have reviewed the submitted application documents to construct a ~0w?"yEa.G142-" 8 viG a /.tJ~ to be located at the above referenced address. Please note the summary comments below. 1. ✓ Property Boundary Closure: _&-'OK _ Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required _ b. Drainage Plan & Certification Letter required _ye c. Lot drainage/grading is to be reviewed by the Bu ilding Division d. Site drainage/grading has been reviewed and are: t,-,-OK _ Not OK; refer to stipulations 3. ✓ NPDES Permit Required: ✓Yes No 4. ✓ Public Improvements to be completed: a. street paving/patching: Yes No b. curb & gutter: Yes No c. sidewalk: Yes No d. standard street lights: Yes _,/No e. pedestrian lights: Yes -/No f. storm sewer: Yes No g. letter of credit required: _ Yes r~No If a letter of credit is required, for what improvements? Amount of the letter of credit: $ v 5. SIA/PIA required: Yes _✓No 6. Traffic impact analysis and report required: Yes t/No 7. Street Access Permit required: Yes ~ No If yes, was it approved by the Director of Public Works? Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: &--Yes No If not, what is requested: V 17" Has the dedication been received? Yes No 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. AZ~.4 f~ !e Z1./ 7 Signature David F. Brossman, P.L.S. Date 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated. Signature David F. Brossman, P.L.S. 11. 12. ✓ Stipulations: Date NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter is required prior to the issuance of the C. O. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 ~ of Wlueat Ridge - LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ADDRESS 9505 W. yN ~ ffvE - Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 7-24-207 2:21PM FROM 3034240225 APPLICA.TIONF®R ,%"018 GR9D.ING/FILL PERMIT APPUCANTS NAME- APPLICANT'S ADDRESS- 715 O P. 2 WOPKSYM ADDRESS: ~C - DATT OF A"LICATYON- 7 /,4 V/d ~F'` All permits shall be applied for through the Public Works Dgwtrnent. An approved permit is effective for a period of one (1) year fiVm date of issue and may be renewed. All fees shall be in accordance, with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note, All prtbife lmpravemeata, wh" consmeMI, shall be maintained (by the respecnYe indhvdwat{; roller '"T"O'y retponslble for the conatrweds)t of rhrtt prtbUe anwor PrbW improvensent in the revecoe derelpPateat) an a dally basis, err as. aeeded,'anoh that the,, are free of rued and other eonrtrucoon debris ftWA1 tg froaa the site . FaUure to comply with ZW regalrement will result !n the enforcement of Article Jl, S,vedflad Nulsatesea, Seafort 15,Y6 (4) of the aw of whear AiAv Lode of Laws 1~pNO~x c~Amnv~ >~aic~AVATtoN AND F17[.ti i~~s 1. 1-% Cubic Yards: No permit is required for dumping or excavation of Garth numcnals, which do not exceed 50 cubic yards. provided, teowever, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such f-Il is less than three (3) feet in, depth and is not intended to support permanent structures, and in additimt, such fill or excavatoot- doer nos obstruct or otherwise advcrscly affect any drsinageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51«500 Cubic Yards, Dumphtg or excavation of earth materials not exceeding 600 cubic yards may be allowed with a permit approved by the city Pngineer. All applicatians are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee ail sketch plan indicating the following information Mom the permit wilt be issued. A. Location and dimensions of all propmty boundaries and structures on the site. B Location and extent ofamas m be filled atdlor excavated. C. Location of existing and proposed dminageways, irtigation ditches, etc., and indication of how and where historic tun-off will be maintained on and through the site. D. Coss-section area to be filled andlor excavated indicating original slope, new slope and depth of fill. R. Statement that indicates the proposed test or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plats showing pl4cement of control devices such as bay bales, etc. 7-24-207 2:22PM FROM 3034240225 P.3 3. 501-10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit issued by the City Fangincer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and sighed by a Colorado registered professional engineer, at a scabs of no less than l inch to twenty feet (1:20) which. illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch. a fetter of approval fl'om the appropriate ditch company shall be inquired). E. Location of existing and ptoposedpoints of ingress. F. Location and extent o£ existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetatiort:after earthwork operations are complete. G. Erosion control plan. 13. Grading plan with existing (dashed lines) and proposed (solid lines) Wound contours with contour intcrwals of 2 feet and spot elevations, L At least two cross sections (east to west and north to south) through the site Showing depth of fill and/or excavation. 3. A drainage report may be required 'if site runoff characteristics are changed. K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill anchor excavation. 4. -Performance Staurdards:. The following provisions shall apply to all Minor Grading, Excavation and Fill -Permits: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to nummize potential erosion and be acceptable to the City Engineer. B, Debria- Debris and/or cottwainants shall not be used except with the approval of the City Fatguteer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or jun' as defined in the wheat Ridge Code of Laws, Section 15-4.- lo no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the. City of Wheat Ridge, C. Excavation and/or fill areas shall be graded to Scilitate weed control until final grades art sot and site rehabilitation and use occur (must be leveled with site slopes not to a eced 3 to 1) JwnaMFi[Arr83S.IlPPAk PPA,4rsNikat GYlar klNU Paaw_aoe 2 Iyu ~M) «a,cn gyn.., . 7-24-207 2:22PM FROM 3034240225 P.4 5. Perndt Fees+. 50 cubic yards or less: 51 tol00 Cubic yards: $23,50 $ $37.00 $ 101to 1000 cubic yards for the first 100 cy: V, $,37.00 $ c' plus for each additional 100 ey or -7, fraction thereof: X $1730/100cy = plus, for each addikiona11000 cy or fraction theteof• X $14.50/1000cy ~ S . TOTAL: $ 1001 to 10,000 cubic yards . for the first 1000 cubic yards: $194.50 'Wheat Ridge Code ofIAws Section 5.76. . All permits shall be applied for prior to fill reposition or excavation operations begin. Any permit applied for after enxting or filling operations on site are in progress shall be subject to a double fix and other penalties as prescribed by Wheat Ridge Cade of Laws, Section 26-1004. Any fill requested under this prxtnit within the 100 year flood Butte tYIIJST COMPLY WPIH WHAT IZTbCF CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING O"INANCE. I HEISEBY ACKNOWLP,DGE THAT THIS APPLICATION IS CORl FCr AND UNDERSTAND THAT 1 CANNOT START TM$ PR"CT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND V6rM THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RD.M;E. ANY. VIOLATION OF T.HE. ABOVE TERMS WII.I. CAUSE IMMEDIATE REVOCATION OF "ISIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCMINGS BY THE CITY OF WHEAT RIDGE. THM APPROVED PERMIT WILT, BE KEPT IN MY POSSF$SION ORPER1EdANENTLY ON THEJOB SITE. Crp oy W1lmA2JypOEt City &Vinneer Owner's Signature (if diffcnirttlmmabove) Approval Date vrrwse sr:~sArrscrrwrrsesn a~xenreoc 3 arruor _ APP3I ICANT: oewHEAr DEPARTMENT OFPUBLIC WORKS COMMER CIAL/M UL TI-FAMIL Y c~lORPO~ BUILDING PERMIT APPLICATION REVIEW Date: Location: 1565tt.7 ATTENTION: BUILDING DEPARTMENT z CiryofWheatRiCge -DepaNnenrof Public Worls I have reviewed the submitted application documents to construc[ a .8 v/L d/nJ~r to be located at the above referenced address. Please note the summary comments below. 1. ✓ Property Boundary Closure: ✓OK _ Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required _ b. Drainage Plan & Certification Letter required ~G c. Lot drainage/grading is to be reviewed by the Building Division d. Site drainage/grading has been reviewed and are: i~-'OK _ Not OK; refer to stipulations 3. ✓ NPDES Permit Required: ✓Yes _ No 4. ✓ Public Improvemen[s to be comnleted: a. stree[ paving/patching: Yes ~ No b. curb & gutter: Yes y-~-No c. sidewalk: Yes No d. standard street lights: Yes _CNo e. pedestrian lights: Yes _-'~No f. storm sewer: Yes ~ No N g. letter of credit required: _ Yes o v If a letter of credit is required, for what im provements? Amount of the leYCer of credit: $ AJ 5. SIA/PIArequired: _ Yes ✓No 6. ~G Traffic impact analysis and report required: Yes t/No Z~ Street Access Pernut required: Yes -,,-No If yes, was it approved by the Director of Public Works? Yes No 8. ✓ Does all exis[ing roadway/alley R.O.W. meet the standards of the City: ✓I'es _ No If not, what is requested: 0 11r Has the dedication been received? _ Yes _ No 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. A2,~.4 4z.-~ 4/16 -7 Signature David F. Brossman, P.L.S. Date 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Pernut Application for the reason(s) stated. Signature David F. Brossman, P.L.S. Date 11._ Stipulations: 12, ✓ NOTE: Any damage to the existing Public Improvements as a result of this construcrion is to be repaired to meet City standards by the Permit Applicant prior to the issuance oF the Certificate of Occupancy (C.O.). A Drainage Certification Letter is required prior to the issuance of the C. O. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 cit.yoflVheatRidge Deparhnent of Yub6c LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 7/It /02 ADDRESS ~1505 GJ• ~J-1-4fFvE - Dear Contractor: In conjunction with the approval of the building pemut application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construcuon commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, ti6.,..,.~+i A.~~ David F. Brossman, P.L.S. Developmenf Review Engineer Cc: File Rev 4/03 APPLICATION FOR MINOR GRADING/FILL PERMIT APPLICANTS NAME: APPLICANT'S ADDRESS: ADDRESS OF FILL: DATE OF APPLICATION: (Include City,S[ate, f WHEAl O p ~ O ~ V °atoaaoo All permits shall be applied for through the Public Works Departrnent. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shal[ be maintained (by the respective individual(s) and/or company respansible for the construction af that public and/or private imprnvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Fai[ure to camp[y with this requirement will result in the enforcement of Article II, Specified Nuisances, Section I 5-16 (4) of the City of Wheat Ridge Code ofLaws. MINOR GRADING EXCAVATION, AND FILL PERMITS 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yazds, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is hot intended to support permanent slructures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following infonnation before the permit will be issued. A. Location and dunensions of all property boundaries and structures on the site. B. Location and extent of areas to be filled and/or excavated. C. Location of existing and pxoposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross-section azea to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. c3 `'m C~GORP~O Date: Applicant: Phone # aryfwrt mase ~ DepaMrem af PubIk Waks Location of Construction: 9505 [,J /~-✓~,vC Purpose of Construction: Co ~rnKF~i~.tG. f3v i~,D i.J.C. ~.~o v,~D A-77~n I Single Family Commercial X,_ Multi-Family Develoament Review Processine Fee $100.00 (For document processing) $ hDO.bO Sinale Familv Residence/Duolex Review Fee $50.00 $ Commercial/Multi-Familv Review Fees: • Review of existing technical documents: $100.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the 1' and 2"d submittals) $500.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the 1' and 2nd submittals) $400.00 $ $ 00.00 $ ' Each Application will be reviewed by staff once and retumed for changes. If after review of [he second submittal changes have not been made to the civil documents or the Traff'ic Study as requested by staff, further reviews of the Applica[ion will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`~ submittal ('h initial review fee) $250.00 $ 4' submittal (full initial review fee) $500.00 $ All subsequent submittals $500.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ loOO • 00 PLEASE NOTE THAT IN ADDTTION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERNIITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITfIIN PUBLIC ffiGHT-OF-WAY. Signature of Applicant Date DEPARTMENT OF PUBLIC WORKS DEVELOPMENT REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Rev 5/07 i WH~T p u m C~CO~RP~O Wheat Ridge Community Development Department PRE-APPLICATION MEETING SUMMARY Meeting Date: August 3, 2006 Attending Applicant(s): John Vilfachica 9695 W. 44th Avenue Wheat Ridge, CO 80033 303-931-2754 David Thermos Legacy Architecture Studio, L.L.C. 10189 Telluride Street Littleton, CO 80125 303-646-7340 `Property Owner: John Villachica Attending Staff: Meredith Reckert, Travis Crane, Dave Brossman Address or Specific Site Location: 9505- 9695 W. 44th Avenue ExistingZoning: C-1,Commercial-One Existing Conditions: The property is comprised of multiple parcels with two primary businesses with addresses of 9505 W. 44th Avenue and 9695 W. 44th Avenue. 9505 W. 44th Avenue: The eastern parcel contains around 1.62 acres and has two structures on it. The front portion of the property has a structure with 4500 square feet of 'floor area used as a commercial equipment rentat facility. Also on the front portion is customer and employee parking, a propane tank and the display of rental equipment. The rear portion of the property has a dilapidated greenhouse with 5000 s.f. of floor area on it. The remainder of the rear portion is undeveloped. 9695 W. 44th Avenue: This property is a corner lot with frontages on W. 44th Avenue and Independence Street. It is :8 acres in size and is comprised of three parcels and has multiple structures on it including a car repair garage, a smal4 house in the process of being renovated into a coffee shop and a pre-fabricated, membrane tenUbuilding. The primary business on the property is automotive repair. ApplicanUProperty Owner proposal: The property owner is intending on expanding the structures on both properties 9505 W. 44th Avenue: The owner intends on constructing a building addition on the north side of the existing structure to provide indoor storage for some of the eqwipment currently stored and displayed outside. Hard surfaced paving extends from the front property line back to the front wall of the structure. Circulation will be provided around the building for the pick-up and drop-off of rental equipment. lnterior modifications are also anticipated to separate the equipment rental from party rental supplies. The existing greenhouse structure on the rear of the lot will be removed. 9695 W. 44th Avenue: The owner intends on constructing a building addition on the north side of the existing service bays for additional vehicle servicing. This addition will replace a 1200 s.f. structure which was destroyed by severe weather in 2004. Improvements will include a shared parking area for the two businesses, fencing, installation of landscaping and paving. Will a neighborhood meeting need to be held prior to application submittal? No Planning Comments: 9505 W. 44th Avenue: The outside display of items for sale or rent typically requires a special use permit with a 1500' separation between adjacent lots. Because the outdoor display area is not being expanded but reduced in size, expansion of the building will not require an SUP. A building permit will be required for the expansion. All areas to be used for circulation and parking must be paved with asphalt or concrete. This would include the circulation area around the structure and the parking area shown between the two properties. The property extends north to the interior curve of W. 45th Avenue. No access is being proposed to this street. Per ihe Code of Laws Sec. 26-502 (D) (3) landscaping on commercial property shall be no less than 20 percent of the gross lot area. Because the structure is being doubled in size, this 20% minimum coverage will be required. In addition, a 10' wide landscaped strip shall be required along the W. 44th Avenue frontage plan#ed with one street tree required for every 30 feet of street frontage. Street trees must have a rninimum caliper size of 3". An additional 10 shrubs and 1 tree is required for each 1000 square feet of required landscaping (20% of 1ot area). The existing structure and proposed addition will be made of steel but they will be surfaced with a mix of synthetic stone and EFAS. Metal accents on the facades are allowed. The applicant indicated that he would like to upgrade the fencing around the propane tank to be concre#e on the bottom with wrought iron above that to a height of 6'. Any fencing in the front yard exceeding 4' in height will require a fence height variance. Dumpsters, and any type of trash storage areas shall be screened from view. Such screening shall consist of a decorative wall or solid fence 6 feet in height. A fence permit will be required for any screening of this type. 9695 W. 44th Avenue: The current aecess to the property from W. 44ih Avenue is from two curb cuts. The parking configuration currently is one-way, angled parking accommodating vehicles entering from Independence. This configuration will be reversed with angled parking reoriented for cars to enter from 44th and exit on Independence Street. The western curb cut will be eliminated and replaced with landscaping. With the new addition, it may be desirable to relocate the existing curb cut north on Independence to facilitate traffic circulation through the back lot and into the bay dooirs of the new space whieh will be facing north. Although the existing structure has a nonconforming side setback from Independence, the addition must meet the required 30' setback. This property is comprised of several parcels and buildings cross these property lines. A consolidation plat will be required. A consolidation plat for two properties is an administrative approval. Consolidation of more than two parcels without right-of-way dedication requires a single public hearing in front of Planning Commission. Cross access easements should be delineated on the document to facilitate traffic movement between the two properties. Staff will require that a consolidation plat be processed prior to the issuance of a Certificate of Occupancy for the new building. The current use of the property as heavy automotive repair is a special use in the C-1 zone district. Under normal circumstances, a special use approvaf would be required to permit building expansion; however, as this portion of the structure was pre-existing, an SUP will not be required. The property owner can proceed to building permit. Process: Construction of each of the proposed structures will entail submittal of a building permit application with all required documents for review. See attached checklist. Public YVorks comments: See enclosed public works requirements dated August 3, 2006. A trip generation letter will not be required with this application. A grading/drainage plan and drainage letter will be required with the building permit application for the eastern lot. There appears to be adequate area for detention at the northern end of the eastem lot if future development requires such. Building division comments: Not in attendance. 3 Other comments: Piease contact Valley Water District (303-424-9661) and Clear Creek Valley Sanitation District (303-424-4194) to verify their requirements. Please contact the Aroada Fire Protection District (303-424-3012) for review of fire safety issues both in the structures and on the premises. Attachments: Pre-application transmittal sheet, Public Works requirements, Building permit process, Minor subdivision checklist Phone Numbers Meredith Reckert - Senior Planner 303-235-2848 Travis Crane - Planner 303-235-2849 Dave Brossman - Development Review Engineer 303-235-2864 4 PUBLIC WORKS DEPARTMENT (303) 235-2861 cuy d wnwc ffiase oqenmeMorwnic August 3, 2006 7500 WEST 29" AVENiJE WIIEAT RIDGE, CO 80033 Fax (303) 235-2859 Pre-Application Meeting Denver West Rentals (9505 & 9695 W. 44" Ave.) Public Works Requirements: 2 Copies of the following shall be submitted for review (include with Building Permit Application): 1. Drainage Letter and Plan: Stormwater detention incoxporating water quality measures are required for all commercial developments requiring the submittal of a Final Drainage Report. However, as this project appears to be more of an "add-on" type of project rather than a complete re-development, a Drainage Letter may suffice in place of a fixll Report. The Letter shall state the square footage increase in impervious surface (and the increase as a percentage of the overall site), how the parcel is to be gaded to minimize impact to adjacent properties, and specifying what items are to be constructed for water quality (i.e., WQ detention facility, grass-lined swales, etc.). The Drainage Letter shall be accompanied by a Drainage Plan showing the proposed site grading including percent grades, flow direction, all drainage facilities, and water quality features (BMP's). Both drainage documents are to be signed and sealed by a CO licensed Professional Engineer. Please note: Based upon the information to be provided in the Letter defining the magnitude of the imperviousness increase and also the total site percentage to be re- constructed, a full Report may srill be required. 2. Grading & Erosion Control Plan: A Grading & Erosion Control Plan signed and sealed by a Professional Engineer, including specific details for all BMP's to be utilized both during and subsequent to construction. 3. Site Plan: A Site Plan to include the following: a. 24" X 36" sheet format. b. A Vicinity Map. c. The boundary of the site and existing and proposed lot lines are to be completely described using bearings and distances. d. A Legal Descriprion of the site, including tie(s) to the Section. e. A Basis of Bearing statement (using the current City Datum). f. Signed Certification from a Professional Land Surveyor licensed in the State of Colorado for the parcel boundary and topographical information on the Site Plan. g. A scale and north arrow. h. Date of map preparation, and the name, address, and firm of who prepared the map. i. Location of 100-year floodplain, if applicable. j. Existing and proposed contours at 2-ft intervals. k. Adjacent streets, including Right-of-Way widths, names, and ROW centerlines. 1. Location of all existing & proposed easements and rights-of-way, fences, walls, drainageways, ditches, buildings to be developed or retained on site. (83-06) 9505 9695 W44th Ave (Denver WestRentals).doc Additional Requirements: Proof of Ownership for the property, e.g., Warranty Deed(s), Title Commitment(s), etc. A Consolidation Plat may be required per discussion in the Pre-Application Meeting.. NOTE 1. Information pertaining to the Public Works development requirements, the City's Street Constnxction Standard Details in AutoCADOO DWG format, ROW maps, and City-base coordinate informarion is all available on the City of Wheat Ridge website: www.ci.wheatridQe.co.us (8d-06) 9505 9695 W 44ih Ave (Denver West Aentals).doc APPLICATl'ON FOR MINOR GRADl'1VG/FILL PERMIT APYI,ICANTS NAME: .aPPLICAlV'T'S aDDRE55: 7,5 a -fk woRcsixIE„d,nnREss: -5an--e - DATE OF AppLICATION: _ W' ~ ro't > a Q V' 7n ~ 3d3- 93/- --;2~s ~ o F All pemuts shall be applied for ftough the Publ'u Works Department. M approved pamrit is effective for a pniod of one (1) ytar from date of issue and may be renewed. Ail fees shall be in accordance with those frxs esrabliehed by the'Unifarnn Buitding Code or other appiicable City adop[td Resolutions or Ordinances. Note: AU pRb/tc lmproveieenb, wNen cotutrrected, .vhRfl be maintained (by the respeclive indhridad(s) qnd/or eumpany responslble for the consitutdon of tkaf publlc andlor privrtte itmprovement in the respective development) os a daily basis, ur at needed, sueh tAat they an jree of mad and ather eorurtruclion debrLs tracking from the site. Fqilpre to cnmpty witG this requtrement wi11 result In !be enforcement of Article II, SpecYfted Nuisances, Sectian 15-16 (4) aftbe City oJWhear Ridge Code ofLaws. MINOR GRADING. L7CCAVATION. AND FII.T. YERMITS 1. I-50 Cubic Yards: No permit is required for dumping or excaVation of Carth materials, which do not exceed 50 cqbic yards, prorrided, however, ftt any fiil deposited is on nahual teirrin of lese than thrce (3) horizontel to one (l) verticat slope, ar such fill is tess than three (3) feet in depth and is not intended m support permanent structures, and in addition, such fill or «cavarion dces not obsauct or othenvise adversely affect uny drainageway. Should any of the abovz standards be exceeded, or a diainage way be affectrd, a permit shall he rzquired under t}e guidelinas for No. 2. 2. 51-500 Cnbic Yards: Dumping or excavation of esrth materiels not exceeding 500 cubic yards may be altowed with a permit approved by the Ciry Engineer. All applicarions are to be submitted on the appropriate completed application form and shall be accompanied by the appropriatZ fee and sketch plan indicating the foliowing information before the pernrit will be issued_ A. Locatlon and dimensions of all property bounderies and structures on the site. B. T.ocstion apd exteat of areas W be filled andlor excavated. C. Location of existing and proposed drainagewa}re, irtigarion ditches, etc., and indicadon of how and where hisWric run-off wi11 be maintained on and through the aite. D. Cross-secaon azea to be fi]led and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indioates the proposed use or purpose for said fill or Gxcavation. F. Relative elevation of adjacent properties. G. Erosion control plen showing placement of control devices such as bay 6ales, etc. b0JZ0 39C7d 9NINNtl"ld LSBZS£Z£0£ OL:ZT L00Z/DZ/L0 5. Permit Fees+ 50 cubic yards or less: 51 to 100 cubic yazds: $23.50 $ $37,00 $ lOlto 1000 cubic yards ~ for the £sst 100 cy: (1~700G , V . $37.00 $ ~ plus far each additional 100 cy or v ~ fraction thereof X $17.54l10pcy = 1001 W 10,000 cubic yards for 2he fust 1400 cubic yards: $194.50 $ plus, for each additional 1000 cy or fractiunthereofl X $14.5011 UpOcy = $ TOTAT, g ~ *Wheat Ridge Code of I,aws Section 5-76. All permits 5hall he npplitd For prior to fill deposition or excavarian operations begin. Any peimit appiied for after cutting os filling operations on site are in progrt~ss shall be subject to a double fee and other penalhes as prescribed hy Whea[ Riage Code of I.aws, Section 26-1004. My fill requested under ihis pennii within the 100 year flood zone MC1ST CO1vjYLY Wl'M WHEAT RIll('E CpDE OF LAWS, SECTION 26-801, FLOQp PLA1N zANING ORDINANCE. I HERLBY ACKNOWLEDGE THAT THI3 APPI,ICATIbN IS COliltECT ANll t7NpERSTANp THAT I CnNNOT START TIUS PkOJECT UNT1I, T$I$ AppTICAITON TS APPRdVED. I SHAI,L COMPLY WI'I'Ii TiiE LAWS OF THE STATE OF COLOBADO AND Wt1'H THg ZpNING REGULATIOIYS AND BUILDING CODE QF THE CITY OF W$EAT TtIDGE, ,a1ATy VIpLATION OF TSE ABOVE TERMS WII,L CAUSE TMMEDIATE gEYpCA1'ION OP TH73 pgRMIT pNYf COMMENCEMENT OF ETVFpRCEMENT PROCEEDTNGS BY TEnZ Cl'TX pg WHEAT gtDGE. THIS APP120VI:D P&RhfIT WII,L BE KEpT TN MY POSSESSION OIt PERMANENTLy ON THE JOB SITE. APPLICANT: CITY OF N'HEAT RIDGE• twxarsaiarreesnres& rxawnw~. wmneawirama-a« 3 7tcvIm7 60{09 39t7d 9NINNl7Id LS8Z9EZ£0E Oi:ZT L00LlVZ/L0 Owner's Signapue (if different than above) 4' City of Wheat Ridge Commercial Miscellan PERMIT - 080819 PERMIT NO:080819. ISSUED: 07/22/2008 JOB ADDRESS: 9505 W 44TH AVE - EXPIRES: 01/18/2009 DESCRIPTION:12'x25' temp storage shed on skids for 6 months CONTACTS owner.303/931-2754 Andean Holdings LLC PARCEL-INFO . . ZONE CODE: UA. - USE: UA SUBDIVISION: 0046 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 900.00 FEES Permit Fee 46.43 CD~j~} Total Valuation .00 TOTAL . 46.43 Conditions: - JS - Ok to leave on site for 6 months I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that allmeasurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application andj2hat I assu 'full responsibility £or compliance with the Wheat Ridge Building.COde (I.B.C) and.all other applicabl~Wh~Ry~ances, for work under this permi,~. Plgtns sgject to field inspection. . 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the - State oE Colorado and to trie Zoning Regulations and Huilding Codes of Wheat Aidge, Colorado or any other applicable ordinances of the City. . ' 2. This permit.shall expire 180 days from the issue date. Requests for an extension must be received prior to espiration date. An extension maybe granted at the discretion of the Building Official. 3. Ifthis permit expires, a new permit may be acquired for a£ee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspensionor abandonment has no[ exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees sha11 bepaid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall neceive written approval on inspection card before proceeding withsuccessive phases of the job. . 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violaCion of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review Ss subj t ~ d inspections. ,r Signatureof Chief Buildig Of ial date / INSPECTION REQUES~ LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION_THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division ~ m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 ~o~o~POO Inspection Line: 303-234-5933 Building Permit Application Date: Q 7 P/an Permit#: 6gaE19 PropertyAddress: qSDJ W. Property Owner (please Phone: L 1"c , i / ~~~!(c.~~C~f Mailing Address: (if differenf fhan property address) /5%-IW , Co Address: City, State, Contractor: N//9' Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: ~ i Use of space (description): 0 SHED Construction Value: S /SOD DeSCription of work' (as calculated per the Building Valuation Data sheet) IX9UC 770+0 5mdeE Plan Review (due at time ofsubmittaq: $ S ~""i On/ SK/i'S ( ~ Yionths Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. P ' ct to field inspection. CIRLCEONE.~ (OWNER ONTRACTOR) or PERSONALREPRESENTPcTl'EOf OW (CONTRATOR) PRINTNAME: ~a~w l Ur/~'c~~ SIGNA7URE: Date: 7 ~ b n ~ / ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: . Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer. FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required ~ r~a s, -ANDiQAJ ~,UT_,144~_L ( L I I I~ " ~ i I ~ ~ I wezu.mw r~a~ i _ ap~ `aiwx o ~ ~ , _ - - I I 0~G f0 pI1P I ~ _ _ _ I Y m ~ ' m m ae~ ! I~; I ~I . . ~ YWEST 44TH AVENUE - ; >r~E ~ O , ~;~i ~S'N~'D• ~ I I I ~ I ~ I ~ ~ ~ 2 ~I I I I ~ ~ T ~ I 1 n1 I 4010 la~ I ~ ~ Ao ~ I I e~¢ ~ II I I ~ ~ 6 ~ ~ENSivaS RiY.e @• I L - - - - i OO 0 J 1 4 L~ _ - ~ ~ ~ ~ - 6~~ _.....9595~Y. 44th Bvenue-___ EXISTING SIT~ PLAN LEGfncv a a) W o ~ ~ c. <r a r •-O ~fJ Ct C~ ~ w I ~ ~ a¢oeoerv. w~ ~ ~wn L ~ ~ ~ 0 ~ J hiMS4Pn 1 4aN5~ePa Eusting Site Plan Proposed Ste Plan PRELIMINAI NOT FOR CONSTRUC'' ~ 54P OF WHEqr~ ~ ~c„ City of Wheat Ridge °OL oRpa° Commercial Mechanica PERMIT - 061185 PERMIT NO: 061165 ISSUED: 12/07/2006 JOB ADDRESS: 9505 44TH AV . EXPIRES:DESCRIPTION: pellet stove installation CONTACTS owner 303/931-2754 John Villachica sub 303/216-1296 Mark Crowell 01-8599 Table Mesa Electric PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,300.00 FEES Permit Fee108.30 Total Valuation .00 . Use Tax 41.40 TOTAL 149.70 Comments CR: Install per manufacturer specifications w/ clearances to combustables. Subject tofield inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or cwenants, easements or restrictions of record; that all measurements shown, and alle9ations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other en1'.icable Wh¢at P-0ge Ordinances, for work under this permiL Plans subject to field inspection. ig ture of ontr~rctor/oFer date 1. This permit was issued ia accordance wiCh the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work au[horized is not commenced within sixty (60) days from issve date ox (B) the building authorized is suspended or abandoned for a period of 180 days. . 3. If this permit expires, a new pezmit may be acquired for a£ee of one-half the amount normally required, provided no crianges have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, Eull fees shall be paid for a.new permit. 4. No work of any manner shall be done that will change the natural Elow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card beEOre proceeding witri successive phases of the job. 6. The issuance of a pesmit or the approval of drawings and specifications shall not be construed to be a pezmit for, nor an approval o£, any violation of the provisions of the buildingcodes or any other ordinance, law, rule or regulation. - All plan.•i*2ew ' ubject to ' ld inspections. offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS.MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION TAE FOLLOWING BUSINESS DAY. _--COMMUNITY DEVELOPMENT DEPARTMENT B~ii~fng Permit Number: 0(2 of w"Eq' P gUILDING INSPECTION LINE - 303-234-5933 Date: ~ ~ CITY OF WHEAT RIDGE " " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~o~oRno° MINOR, f~~~~ICA.~.,lON Properiy U, PropertyAddress: Phone: Contractor License No.: . Compan L~_„V~ Phone: ~vii vwi~~ CoGO 00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT guilding Dept. Valuation Figure: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of `IalUe:$ . Wheat Ridge or covenants, easements or restrictions of record; thatall measuremenis shown, and allegations made are accurate; that I have read and agree to abide by all P0ri'Tllt FeO:$ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat P1an ReVleWFee:$ Ridge Ordinances, for work under this rmit. P ns ject to field inspection. USE TflX@ (OWNER)(CONTRACTOR):SIGNED fC ' L DAT~I~ 7L ~ TOt31:.p . . i . Use of Space (description): Description of work:-~7SL~-,-,f , ~ CC~~.2JLa<tf~ ~'2 7~ ~i5f~~ q~ ~GY_LC' G~1 J'L~, S9. Ft. added ~y 17%5 a 67le-c--~'~,`c. BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONMG COMMENTS: Approval: Zoning: . BUILDINGCOMMENTS:~y ..L" APProval: l~ C~x.ibcc,~7u~s- OLc-~7J` / . PUBLIC WORKS COMMENTS: Approval: DEPARTMENTCOMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 780 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension orabandonment has not ezceeded one (i) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the BuildingJnspector twenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before proceedin9 with successive phases of the job. (6) The issuance of a permit or the approval of drawings.and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of thebuilding codes or any other ordinance, law, rule or regulafion. All plan review is subject to field inspections. Chief Building Official I SPECIFICATIONS - Profile 20 FS-2 Flue Size WShch, Overail ; peptlt, Overall ' pepth, Overall w/ 3" tee Height Floor to Rear Flue Center ! Facing back of unit, ! outside edge of left side to ceMer of rear flueoutletoenter • FloortoRear ! OutsideAirlnlet ? Facing badc of Unit ; outside edge of right side ? to center of air inlet ~ ~ Floor Protection ~ Requirements Standard Feffiures ~ Hopper Capaaty : 1 Bum time A j Fuse, Control Board ~ Fuse, Igniter , j Heat Input (BTU's per hour) ~ Overall Eificiency j Emissions ShippingVMght Room Air Blower Ediaust Blower Auger Motor i ~ Options 3" / 76mm Rear 22 3/8" / 568mm 22 3/4" / 578mm 281/2" / 724mm 28 5/8" / 727mm 11 1f4" / 286mm 61/2" / 165mm 12" / 305mm 8 3/8" / 213mm + FrontandSides:5'/152mm Back: Up to 6' / 152mm Fastfire Self Igniter ~i Thermostaf (wire induded) 55 Ibs. ♦ 15-37 hours 5 Amp, 250 volt, 3AG * 6Amp, 125vdt* ♦ 13,000-32,000 BTU / hr 75$1% ♦ 0.4 gr / hr (varies w/size and type of fuel) EPA ex- e.rript 215 Ibs. 150 CFM; .8 Amps, 2175 rpm 95 CFM: 1.0 Amps, 3000 rpm 1.1 RPM;.4Amps Nickel or Gold Trim IGts 4' Quick Disconned Log Set BACK VIEW 22 3/8" --r~. SIDE VIEW 281/Z'• - w/clean~tM - 22 3/4" -►I O Nobe: Dimensions shown are approximations only + Noncombustible floor protection is required (see Floor Profeclion, page 5). When installed at clear- ances less than 6", the floor protector is only re- quired to extend to the wall. ♦ Fuel delivery and burn times will vary depending on size and type of fuel used. Estimated heat in- put based on fuel value of 8400 BTU per Ib. • Fuses are rated as fast blow. PAGE 33 LENNgxo HEARTH PRODUCTS 1110 West Taft Avenue Orange, CA 92865 INSTALLATION AND OPERATION Wh1tfIeId~ MAN UAL BYIENNOX NfAftiNPRIIDUfTS J Y Freestanding Model Profile 20 FS-2 , www.nfisertified.org We suggest ihat ou[ peilet hearth products be installed and serviced by professionals who are certified io the U.S. by the Naiional Fireptace fnstitute°' (NFI) as NFI Pellet Speaialists ar wha are certified in Canada by Woad A Energy Teahnicai V Treining (WE17). 6YoodEnergy Tech»icaiTraening .,..w~.~e..~a ° ~ ll n Insert Model . These appliances must be properly installed and operated in orderto prevent the possibility of a house flre. Please read this entire owner's manuai before installing and using your pellet stove. Pailure to follow wsrnack [aersey these instructions could result in property damage, bodity injury or even death. Contact your local building or fire officials to obtain a permit and ' c . us t information on any installation requirements and inspection require- 7 ments in your area. =_~W ' P/N 775,023M Rev. D, 12103 ~ City of Wheat Ridge Miscellaneous PERMIT - 061133 r. PERMIT NO: 061133 'ISSUED: 11/22/2006 JOB ADDRESS: 9505 44TH AV EXPIRES: DESCRIPTION: additional 500 gallon diesel tank CONTACTS owner 303/931-2754 John-Villachica Andean Holdings, LLC PARCEL ZNFO f`ZONE CODE: C-1 . . USE; UA SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJ,ECT VALUATION: 200.00 FEES - Permit Fee 30.55 - - Plan Review Fee 19.86 0 Total Valuation .00 5 Use Tax 3.60 . . ~ *x TOTAL. ~ ~ . . . . . 54.01 . Comments: - - - CR: ok with notesfrom fire district and containment per code TRC: okay C-1 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations o£ the City of WheaC Ridge or covenants,easements or restrictions of record; that all measurements shown, and allegation~/s /made are accurate; tRat-I haveiead and agree to abide by all conditions printed on this application~a!nd"that I assume f Z iresponsibility for compliance wiCh the Wheat Ridge Building Code (I.B.C) and all other /YY/~1it. plans subject,to Eield inspection. . applicableiqn 0' R/i//d/jgga%%~~~: ~~0rr~~`` n ea; for work under thi$ -pe/ V j 6 . . lSignature of contractor/oumer . . . . . . aace ✓ 1' This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the 2oning Regulations and Suilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. - ' . ' . , ' 2.This permit shall expire if (A) the work authorized is-not commenced withia sixty (60) days from issue daCe or (B) the building-authorized.is suspended orabandoneH -for a period oE-}80.'days. . 3. If this permit expires, a new permit may be acquired Eor a fee of one-half the amount normally required, provided no changes have been or will be made in the ori9inal plans and specifications and any suspenaion or abandonment has not exceeded one (1) year. If changes have been or if suspension br abandonment exceeds one (1) year, fu11 fees shall be paid £or a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive writ[en approval on inspection card before proceeding with suecessive'phases of the job. . 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any iolation of t isions of the building codes or any other ordinance, law, rule or regulation. All plan review siject ~fi pe~tions. Signature of date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. f WHEAT o ,p ; ° t+ m C~LORP~o COMMUNII'Y DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - 303-234-5933 _ Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) MINOR Ei.L."PF..i~ATION PLAN # ~ ~ 3l0 Properryowwnar: 47v.~Akv ~facP(A~GSV _vaHal d1cu4-crrfc4- 303-9.~~ ~~55/ PropertyAddtess 96r05 G(J. A!/£ P one: Contractor License No.: - ~ Company: 7 A~t/Tf¢LS , LLG . Phon~--~-~ ~ OWNERlCONTRACTOR SIGNATURE OPUNDERSTANDMG AND AGREEMENT Buildinq Depf. Ualuation Figure: $ 02~ I hereby certify that the setback distances proposed by this permit application are . accurate, and do not violate applicable ordinances, rules or.regulations of the Cityof Wheat Ridge or covenants, easements or restrictions of record; thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibiliry for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat Ridge Ordinances, forwork under this p~rmit. Plans subjec to field inspection. (0 W NER)(CONTRACTOR): Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ vwNC~ ~ /'^i~h'n' aYOGD/Ntq 5 / u-` / - UseofSpace(description): Description of work: 7A,v,t~. zs-~fscW ~,,~Om ~4,1 ~~~~m Fo/2 ADD1Tio,v ooc- 00rpo02 ~5'oo ~Auo,v - 5,7 a2~ mNrEb W17-N IoZV 0g~24' Purn p W17- H/ `~No S~jf-- rnJG," sq. Ft. added ~ 1 Sf C-7 N A.~/J~ ~IYlE/ZC~. Si/C/T-Ofr-. "Tr~tJC5c1 rSHE2 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: N6 COMMENTS:(;~.7> ApprovaL Zoning: . . ~ ~ . . - u IING COMMENTS: ~ Approval: , ICWORKSCOMMENTS: ~oI1B 6 ~ ! Approval: ~ . DEPARTMENT COMMENTS j Approval: ' _ ,x" ~ ;upancv: Walls: Roof: Stories: `Re~Boriliat'Units: /7GrZE.40'/ ' TI 1^' 6°G4(-F; ' Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subjectto thelaws of the State of Colorado and to the Zoning Reguiations and Building Codes of W heat Ridge, Coiorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the buiiding authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shali be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contractor shall notiTy the Buiiding inspector twenty-four (24) hours in advance for all inspections and shall receive written . approval on inspection card before proceeding with successive phases ot the job.. (6) The issuance of a permit or the approval of drawings and specif cations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. - . , Chief Building Official O I~ I ~ ~ ~4 j e ~ •5'_d ewentis LANpS~i.PINS exisrn,se- 5TP'XALg FEM1GE TO o ~ I l ~ I ry I y i ~L /(~8 Q ~ iy {~1 j I~ m } ' m a ma ,y~ t ~ I ~ I 96&5 0 ygg{}NG PAR~`li G Parcel 9` - FYIR AUT~ 0 1NOP - GI - I . . (?A Pvlcim 6Pacev) DA 54 I . I. I ~ 4ay?~o cefl J(1~~.~ I 1 - ° _ ~ . G P ~a O~ I O 4 eu s ~ / ~ fati°°~ ' I ~isnne u~el f ~ l~~ P wl 4 I I 8 ~ ~ ~ RNk I I S ~ )T~ CY JVS i£NL :I I I ~ ~a~W ~u I rOF[ElMIN : J ~ I I , I il I I ~ y I '~_Reina~ nivLal6 ~o. a_~ ~a w. ~-a- E%ISTNS k~H 51~ mmm" aMf on 8A1P/)~ (1 ~ ~-~T+ovE ~ ectsnue l . I' ~ I I I IYXI5TW6 FENLE i PRGPANE 5TORAbE - - - I - O I R£1npltL O° I_ I i~ ~ ~AHW L ~mte eamm1o I O ' I Iecl I . iLRM1mSLPPW6 O . eouawn I nr ~ QI6 ~ o II PEWNL'I~ ~ iYMc erow~ I. 'CC111121 , a at ~ WEST 44TH AVENUE LMiIN, E%ISTING ~~'p~~' EX45TiN6 AFb ENiRY 6ATE lqlIDSLAGING 10Y1c:TTXTd''_ 4ZTTF UT.AN r-a I, + c ! E W c ~s F' w^ ( ! oexm er onr CNEIXEO V. oNT eLMsous ! ~ I 0 ~ ~ ~ I i ME fdCORO~ ~ N6 Ws~~D~ ~ 2 Nme ~ 3 PeubeE ~ / Rzroed ~ E fan~eP I sHEEr mu¢urs. Existing Si Proposed I PREL] i NOT CONS' 02-f No: 2 Oetr: Nweml F i i i 0 EXISil15 ExI5iIN66'-o° ~ I e I ~1 TMU y.~ Ig 4 LRNCSGAPINS V'bOD ~I „N i_. NM STLLK' AOE ~ _ FEI~EiO n - I s g ~ t. rsas ie i ~ III9TING PAR~'G _ I ~ r~ P.rcel s b FnR aV1'o sN6P u~ - I ~ (u Pvtiua Syauu) s' S'-~ r-5'-0" I rhrt~ r<.y1,,. ,.S I g y ~l15+~~ ~ ItlIRI I PB 6~ e I I I I ~\~1~~\V . I azcel 1 ~ P ml 4 I I ~ I$i~ ~ ~~"~/lp~ \ I GHAIRBN~LINK TONREMAIN I • „n . ~omLda xa i_t iiunmm nd ~ai~ I II I I g~ q ~ a I'~ _r~eaov~ ~isnns I (j~~,µ~ }^y^~y( ~ I ~ ~emm a~~e '"'a I soe oF I l4'~'19 l41FJ I V f i ~ 0. I PAIIlDIN6) I~ I~18/~I~1, I~`~~~ 1IDV I I~ FX15nNs I ~ ~'II I I i£%15iIN6 FENGE P~/+NE - - - - _ - _ - STORRSE I TO lr REMPIW ~ p~a I II I IE:asrwe O I ~ua~s i I iLA1J~5GAPWG I AT ~ ~ PELMEfHz AC= YM YAM H 8l9B16 I --~c WEST 44TH AVENUE E%ISTING ~ WID5GAp1116 EX6TiN6 6hYE 1q1ID5LAPMG rYTCTTXTf_' d:TTF AT_SN City of Wheat Ridge Commercial Mechanica PERMIT - 061123 PERMITNO: 061123 ' ISSUED: 11/20/2006 JOB ADDRESS: 9505 44TH AV EXPIRES: . DESCRIPTION: used oil furnace installation per attached CONTACTS owner303/931-2,754JohnVillachica _ sub 303/216-1296 Mark Crowell 01-8599 Table Mesa Electric PARCEL INFO ZONE CODE: UA. USE:UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY~** - ~ ESTIMATED PROJECT VALUATION: 2,950.00 ~ . . . . . . . FEES. . . . . Permit Fee ~ 108.30 Total Valuation .00 ~ Use Tax 53.10 TOTAL 161.40~ Comments: - - subject to field inspection - electrical must meet 2002 NEC I hereby certify that the setback distances proposed by this permit application are accurate,and do not violate applicable ordinances, rules or regulations oE the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, And allegations made are accurate;that I have readand agree to abideby all conditions printed on this application-and that I assume full responsibility for compliance with,qhe Wheat Ridge Building Code (I.B.C) and all other applicable ,~at Rida€'or~~ances, f,or work under this permit. Plans subjecE to field inapection. ~ r- gnature of contractor/owner . ' tlame ,..1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the - State of Colorado and to the Zoning Regulations 'and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days £rom issue date or (B) Che building authorized is suspended or abandoned for a period qf 160 days. 3.. If this pexmit espires, a newpermit.may-be acquined for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been orif suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pesmit. 4. No work of.any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall noti£y the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card be£ore proceeding with successive phases of the job. . b. 'The.issuance of a permit or the apprwal of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. - All plan review_4FJubject xo f, Pections. Signature date INSPECTION REQUEST LI1ffE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANYBUSINESS DAY FORINSPECTION THE FOLLOWING BUSINESS DAY. oE WHEqT P = $ c~ m °ocoRnao City of Wheat Ridge Building Permit Number: Community Development Departrnent Date. Alt.INGLEAND .4: Wf.G FAMIL.F PEA:.k~~TAP~..4=.d-.f CA Properry Ovmei.(_-°~ Property Address: 5/cfl-ti 1~14z. Contractor License No.: £fb03 3 Company: Phone: Phone: OWNER/CONTRACTOR SIGNQTURE OF UNDERSTANDING AND AGREEMENT I BuildinpDeAt. Valuation Figure; $ I hereby certify that the setback distahces proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ailegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, forwork underthis permit. Plans su6ject to field inspection. (0 W NER)(CONTft4CTOR): V Pernut Fee:$ P1an Review Fee:$ se Tax: Total:$ Use of Space (description): ~✓5T,¢~ .~jO~c?oG 6TiJ 11-K Description of work: DruNEp_/co,vT.~'FcTo2 Sq.Ft.addeda~ 4EO-A GO~o, F',~2a,✓Ti2s~.T/C-~~ ~lSGT~rcot~ ~.~o,~,~ ~r' Tg~E- ~ ~ . ..,c~•r c~ c~.eic . i.vc. i,+~ F- ~fSI/S~O BIIII.DINGDEPARTMENTUSEONLY SIC Sq.Ft.: gy ~ COMMENTS: . ApProvaC Zoning: ~ . 1fjC~• IG COMMENTS: Approval: i- ~ 1G%" ' F ~ 12tiA{ WORKSCOMMENTS: ApprovaL DEPARTMENTCOMMENTS: Approval: ~ ! ~ r.:.°-~r-.,"-;..,.:• :upancy: Walls: Roof: Stories: Residential Units Electrical License No: Plumbing License No: Mechanical Li.cense No: Company: TA6xr µt`'~ Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: ('I) This permitwas issued in accordancewith the provisions set forth in your application and is subject to the laws of the State of Colorado and to theZoning Regulations and Building Codes of Wheat Ridge, Colorado or anyother.applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original pians and specifications and any suspension or abandonment has not exceeded one ('I ) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5)Conlractor shall notify the Building Inspector iwenty-four (24) hours in advance for all inspections and shall receive written approval on fnspedion card before proceeding with successive phases of thejob. . (6) The issuance of a permit or the approval of drawings. and specifications shall not be construed to be a permit f.or, nor an app,rovalof,anyviolationoftheprovisionsofthebuildingcodesoranyother ordinance, law, rule or regulation. All plan review bjectto field inspections. ~ Chief Building Official oF W"E4rq ~ ~m City of Wheat Ridge °OLoRaa° Commercial Miscellan PERMIT - 060272 PERMIT NO: 060272 ISSUED: 04/21/2006 JOB ADDRESS: 9505 44TH AV EXPIRES: 10/21/2007 DESCRIPTION: Temporary off-road Diesel Storage Tank . CONTACTS owner 303/931-2754. John Villachica PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 190.00 FEES Permit Fee 30.55 Total Valuation .00 Use Tax 3.42 TOTAL 33.97 Comments: temporary diesel (off road) storage tank, 500 gallon UL-142 rated, provided by Hill Petroleum, placed in horsetrough secondary containment with hand pump I hereby certify that the setback distances proposed by this permit application are accuraCe, and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all^ measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and hat I assume £ull responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable idge inanc for work under this permit.Plans subject to Eield inspection. ~ Si ature o£ contractor owner date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Aegulations and auilding Codes of Wheat Rid9e, Colorado or any other applicable ordinances of the City. ' 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (H) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount aormally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandoment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner.shall be done that will change the natural flow of Water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance o£ a permit or the approval of drawings and specifications shall not be construed to be a pesmit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Al1 plan review i~ject tyf32YU-s~ections. Signature date INSPECTION REQUEST LINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~ pf WHEqT ~ . . . o _ ~ ~ ~ o City of Wheat Ridge euiidin9 Pe`mit ~ Community Development Department oate: ~(~i , . . ~oLORPOO~ . . COA''~RCML & MSGLi~ ~AMILd ~ . . ~ ~ BCEIn `DdN4f aF-E, "I4 ~PPLIleA -X ~ON . . Property Owner: Q f"O/N G~ Vl LI.f4LHlClF} rroperiyAaaress: 956.5- w, yyfh w/L, Ca 9'0933 Phone: ~03-~13/-oZ~-Sy Con4actor License No.: aUf✓E{"L ~ C°mpairy: F/&-(I7 44-.SJG,EIQ5_N7_S Phone: . OWNER/CONTR4CTOR SICaNATUREOF UNDERSTANOING AND AGREEMENT BU%Ifil/IpD@pf. VBIUdf10qFIg1I1'2: I hereby certiry that the setback tlistances proposed by this permit application are - accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ %170✓ - WheatRidgeorcovenants,easementsorrestrictionsofrecord;thatallmeasurements - shown, and allegations made are accurate; that I have read and agree to abide by all POTiTIlt Fee:$ . conditions printed on this appliration and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat P1an ReV12WF08:$ . Ridge Ordinances, for work under this C mit. PI n u ct to feld inspect~ . USe T3X:$ (OWNER)(CONTRACTOR):SIGNED DATE 5~ 0( Total:$ .(OWNER)(CONTRACTOR):PRrNTEO . . . . ~ . . DATE . . . . . . . Use of Space (description): ~in UY l i~ CJ~~~UUt~ Sroruc~ ~t~r.~,~ ~Gp C7tqCi~jA/ Description of work: vG _/49 ' - P/LOUI k~Ed g`f _ I~E~T~20L~r/!'YI ~ PG~E ~ Sq.Ft.added ~ ~y „OI2SET.~/IUCz~ SEC-UI'1/O~~Y CC~NTA-J~v~C~uTJ. w/j~pNO ~UYJ'I/n~ BUII,DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: 0~Q . Approval: 'X~ Zoning: ~J~ ~ . . . . . . i BUILDINGCOMMENTS: . . . . Approval: ~A PUBLICWORKSCOMMENTS B 6 2~ M661 Approval: . GI . e ~ ~ . IREDEPARTMENTCOMMENTS Approval: . . ' ' . . . . . . . . . . kccupancy: Walls Roof: Stories: Residential Units Electrical LicenseNa Plumbing LicenseNo: `Mechanical License No: Company: ' Company: Company: Pxpiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: ~ (1) This permitwas issued in accordance with the provisions set forth in youFapplication and is su6ject to the laws otthe State of . Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of . . . . . the City. . . . . . . (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . (3) Jf thispermit expires, a new permit may be acquired for a fee of one-haif the amount normalty required, provided no changes - have been orwill be made in the original plans and specifications andany suspension orabandonment has not exceeded one . . . (S)year. iicnangeshavebeenorifsuspensionorabandonmentexceedsone(f) year,iuiiieessnaiibepaidioranewpermii. . (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. . (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written . . approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shali not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance,law,ruleorregulation.Aliplanreview . . is subje fId inspe ions. . . . . . Chief Building Official 04/18%2006 68:52 3034327995 ARVADA FIRE DISTRICT PAGE 02 ada Fire Protectian District pivision of Flre Preventlon Date: 4l12/06 Reviewer: Sparlcy Shriver Project Name: Proposod above ground daesel £uel tazlJ.c installation flddress: 9505 W 44~' Ave. Unii # 1) Provide a site plsu of the proposed locaitipn of tha above ground tank installation (SOD gallon diesel Class IIp to identify fire depaz'tme.nl access, minimum distances to lot lines o£property (15 feet aninimum) and minimum distances to publia sfi'eets, alleys vr public ways (5 Peet minimum). IFC 03 3404.2.2, Table 2206.2.3. 2) Provide approved secandary containment. Containment areas s.h&ll be kept frae finm combustible materials, drums and. barrels. Ik'C 03 2206.5 3) Where protected above-gtound tanks, piping, elec6racal conduit or dispensers tue subject to vehzcul&r impact, theq sWl ba pzv>tected there from wich appxoved ynratd posts or oihe.r approved barriers independenE of each ahove - ground tank. IFC 03 3404.2.9.6.5. 4) T'he installation of an electrieal wiring and equipment shall be installed an.d maintaizAed in accotd8zzce wiith the ICC Electr'tcal. Gode and the approval and iaspection ofthe Wheat 12idgc Electrical Division. TFC 03 3403.1 5) An appmved, cleazly identified and readilp accessible emergency discannect switch shall be provided at an appcnved lacation, to stop the transfer of fuel to the :fnel dispezlsezs In the event o£ a£uel spill or other emergency. An emergency disconnect switch for extexioz fuel dzspensers sha7i be located within 100 feet of, but not less than 20 feet from tha fuai dispensers. Such devicas shall be distinctly labelad ss EMERGENCY PUEL SHUTQPF. Sigxts s.hall be pzovided in approved locations. IFC 0-3 2203.2. 6) Fiiz'e extinguishers shall be a 4-A rated J D-Ib ABC dry cheznical type, fuIly charged with Ctment inspection tags. The required nutzlber o£exiinguzshexs and mounting infi'ormation shall. be provided prior to final inspcction. IFC 03 906.3 Amendcd. 7) Proparly 1abe1 coptents of tanlc and post No Smoking si.gns. lFC 03 34415. 6503 51tms Street • Arvada, Calorado 60004-2607 •(303) 424-3012 • Fax (303) 432-7495 04/16/2006 08:52 4-17-206 8:20PM 3034327995 FROM 3034240225 ARVADA FIRE DISTRICT PAGE 03 P. 1 (ava) 42340so - F8ut (203) 420-2670 s5Q6 Wagt 94f,h A++e. * 1V'heaR Flidge, 40 60033. 'ernaii: ft'nntrAngerents@eaexhGnk.net FAx TIi.AId'SmfS5MPJN GGINFIDEP1'Ff,AL: Th9s FaxTramti5s'snn ip pYnvided soliely for I'er9ew bY fhe nlumw vf pages" ci~td'ing cw~r xheet: ac€dressee, anMS mtast 1e irftecHabelY delixerecE ft* 'tke specffic party listed be4ow'- Fsu~='~~{~1 Utlt~t/!Gl~- , , Phorte- Fax.phosae~d ~ ~ rtn~ r-.4 ~ Pnane: 32a Fax Phone~ RF1k1AM: O urrerM O Far yrrur C,ev9Ew Q RepEy ASr0.F' dra.~ 64a 4"A •f Y' 1` " / s-~~~.~;~• o~ s~~- -~5 ~ 94l18/?006 08:52 3034327995 I 4-17--206 8=20PM FROM3034240225 ARVADA FIRE DISTRICT PAGE 64 P. 2 9xceptiA Partion Svak 24'19, pagc 272 (Le&al) Pentx(p,pProx,) I50_00~ Faund ° . Q Shed 4 J~ ~ ~a 7 ~ R. n, Y ~ ~ ~ ~ ~ V1 Exlsdng "AppTOX) 's Q~m 20. jm=~ W - 3 i.~ vE f jl ~ I~ " ~ ~ ~g ~ : r ~~Q ~ a E ~u: t ~ Souihwesc Comer vfTr'eGt 18 3:5' tomd Pin TRAGT 18 PARCEL1 ,Ro I ' ane Swry ~ Fmtl7C AsphWx Parldng Sigq 15Q.Oa~ 2 u v 411C Found / 9505 West 4~Ftll Avcnue washcr s'oa aa4r- RtD . ooul-- r-yt.. 1)4fVK- /N, l~a12S~ Y~ode~rF F~~ s~Na~„eY cn,~r. L$5' .GOI~GI~'7$` ~rAsQk7~. f7,~A , t°u~P eN y s~ aas i N Ao' ftie.orv+, S'172V4?Jg'r--S' , .,-16a.sement foci7h7ztics Rec.4$4063190 ' (T>Cr Clieta) Pauncl, Washer, ;dge, information and belief, ! her ertify~tha4 thfs improve n I.ocation e-0 7ZLTaACIJiCA " ; ltrat-i3.is F'Iat, and that it is nvt, t a reli'sd uppn for t es#ablishmenY of fence, bi ther certify that tlie ) provements on the ave d'escribed parcei an th with'tn the bourrdarie of the parcef, excep as shpwn, that there are no er~ Drovemen#~ on any a joining premises, ex . pt as•inc(icated, and that there i saing or burde?ning a y parq of said. parce axcept as nored. 'qrado law you mqsf c mence any legal a ion bass{Y u ,n event, may any aatort ed upnn any def fn tl,Ts sun cate was prepared >t a Land Survey F vther futi dat , except u#i 'oachme upon i apparent e "dence 3fs sunrey wirhin three year$ ftar j more fhan ten years from th pafE CERTIFICATE OF PROPERTY PERMISSION !0 Permission is hereby granted for: p 2 -C oviCy ,J1q~2f•Q5 k4. CS~jh C(,c- (temporary business) To conduct retail sales on the property locazed at : NW (B~NE SE (corner) of: wt_?,ow, reo vtT kcx rNc~ ie4,:n4 SOS fAJ. 44 71n UAZu.f/Z(a.,Q e-o (legal address) 90033 Owned By: &iL.Dc (land owners name) This Certificate of Property Permission must be approved by the City of Wheat Ridee Zoning Department. Certificate Valid from j hU[SJ0.v to $c11 ur~~~ only forthe above location and time stated above. No more han one use may b~anted for any given time period. Vendor ature Address Date ti'/l'~~2 JSOS- Gr/ ~5"' ~rtG !8 ~~A~P 0S ~ Land owner Signature Address D - - . n~'" Y n,: ~A NOTARY PUBLIC: ~$1}IERYI i DANES Swom before me this day of 20 D,5- v'A:... A q,.. j B / Address c376D .J ~ ~F w My Commission Expires: ,Q~l,(1~g6T 7~ 240 7, Approved By: Sales T Representative Date Zoning Dept: _ n- Date Z5 6\.ff OS Rep entative Notes: L ~ ~ i Z o j LA~ ~ ~ ~P I ~ t) ~ ! O , r\ ~ ~ 71ree compaytment sink and a handsink CUSTOM Steam tables with two sepayate 6urnen Large c¢pacity cojfee/hat water & gnll Mobile Food Equipment • Creating mobile solutions for the world Custom offers the most value with the best built, highest quality product, and the best warranty in the industry...period! 800-257-7855 City of Wheat Ridge Planning and Development Department Memorandum TO: Potential Outdoor Food Vendors FROM: Meredith Reckert, Senior Planner SUBJECT: Outdoor Food Sales DATE: November 8, 2001 The following is the Planning and Development Department's policy for outdoor food vending. All other itinerant sales shall conform to the provisions of Section 26-627 of the Wheat Ridge Code of Laws. Outdoor food sales will be allowed under the following conditions: • The property on which the food sales occurs must be commercially zoned. • The food sales must be ancillary to an existing commercial use. • Only one food merchant is allowed per principal commercial use. • The food sales must occur on private proper[y. • Approval of the property owner is required in writing. • A sales tax license is required. • All applicable department of health requiremenu must be met. • Only food items to be consumed on site can be sold. • No permanent structures aze allowed. • Sales must occur within 10' of the front of the building. • Sales azeas can't be located in landscaping or in the parking lot, including fire lanes. • If the sales azea is located on the sidewalk adjacent to the building, it cannot impede handicapped access. • No signage is allowed except on the food sales cart. • Any lighting must be indirect. • Site plan approval by staff is required. A copy of the approved site plan will be placed in the building permit file for the primary commercial use. • A building pemut will be required for any electrical improvements. , ~..,pEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12771 9/11 /01 Property Owner : Property Address : 9505 W 44TH AVE Contractor License No. : 18163 Phone : 423-8060 Company : Bighorn Signs, Inc. Phone : 420 7264 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. ` (OWNER)(CONTRACTOR) SIGNE _ DATE G ~ 0 Construction Value : $4,484.00 Permit Fee : $98.25 Plan Review Fee : $0.00 Use Tax : $67.26 Total: $165.51 Use: Description : 1- WALL SIGNS 2.5' X 15' METAL CABINET WITH AURYLIC FACE INTERNAL FLUORISCENT ILLUM. (REPLACE EXISTING WALL LETTERS). ($2095--$83.25 CHARGE) 2- NEW FACES 7' X 9' POLYCARBONATE FOR EXISTING POLE SIGN. ($2389--$15 CHARGE) BUILDING DEPARTMENT USE ONLY N07r m SIC : Sq. Ft. : Approval : MLC COMPLIES W/ SIGN CODE (FACE CHANGES ONLY) Zoning : C-1 I'flease PIofe: Owner / contractor is responsible for locxiino nropc.=ty , A v l BG 9/7101 ]ines and consiructing improvements accmding to :i.1- uired development standacds. d re l ppro a : q an an approved p sible for inaccurate information EIREENUMMM The City is not respon submitted within the plan set and any constructier. Approval : errors resulting from inaccurate informaticn. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subl'ectto the laws of [he State of Coloredo and to the Zoning . RegulaUons and Buildiny Code of Wneat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sialy (60) days from issue date or (B) the building authorized is suspended or abantloned for a periotl of 720 days. (3) If this permit expires, a new permit may be acquired For a fee of one-half the amount nortnally required, providetl no changes have been or wili be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. IFChanges are made or if suspension or abandonmen[ exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections antl shall receive written approvai on inspec[ion card before proceediing with successive phases of the'ob. (e) The issuance of a permit or the approval o~drawings and specifcations shali no[ be constmed to be a pertnit for, nor anapproval of, any violation of the provisions . of 1he b' u g codes or_Wy other ordinance, law, rule or regula[ion. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Dat= : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 AppLiCATIoN Praperty Owner : 6R,P~6 Property Address : D15'05 W~ Phone : 303 H j.3 ~~6d Contrector License No. : i f Company : 1~1 6 Ns OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this pertnit application are aecurete, and do not viala[e applicable ordinanrPS, rules or regulatlons of the Ciry of Wheat Ritlge or covenants, easements or restnciions of rccord: that all measurements shown, and allegations made are accurate: that I have read and agree to ahide by all contlitions printetl on Nis application, and that I assume full responsibiliry far compliance with the Wheat Ridge Building Cotle (U.B.CJ and all other applicable Whtat Ridge or30,nances, far work untler this perrp@, (OWNER)(CONTR4CTOR) SIGN i Conswction value : ll G, 6 '41 , Q6 Permit Fee : ~qces `I, xR ` PoLY(.irnA)n~i~Y~ ~ rJYz 7,g,5~j Description c,AI3inr~.T ~A)1-rM A~,I&vL-ic. r~Gc,~ 2D~1~ - ~N7r~,n/Ai~ FLUD~',ES~r I LLiJ rv~ , (R.rv~.~c~ ~W~7"jnlr, r~A1,t ~,F ~ BUILDING D PARTMENT USE ONLY -~l~l".. ~ ~~St SIC : Approval Zoning : w m m ~ APProval: 917 N0"1 . Approval: Occupancy : Wails ElecVical License No : Company: Expiration Date : Approvai: Roof Plumbing License No : Company: Expiration Date : Approval: Mechanical Company: Use Tax : Total : C~n~1 !i Units : Expiration Date : Approval: (1) ThIS PdiMVqS ItfUlE tll acedrdande 1eIIJ1 IM P~O f!I f OINI N YDCYr iOPdGfIM i11C O Ra9u~sems antl auitln9 Coae a VJlien Rifqe: Cdo~am a xy omw arnHioae ~ m tne taws a the shee ar Cobneo and ro me:.om~q (2) Thn P~rtmt anatl exC~m A(A)1M wrk autlia¢etl b rrot mmmmaC wiUm °dmar~s ot Vie City. aEanaoneC Wr a pency pf 120 dm strD/ (80) tlays hpm issue tla[e pr (B) Ne OuiWiny auCior¢e0 is euspendeC or (7) ir 9is • ana ~ suspwwM va ke of ona-natt tne amounn nomulb reaunetl. P~vwed ro enames-nave Oeen a wi~i x maae an tne ori mai aDUqommmt nunot emeaea one 1exceae.s ona (1) fm+r. hiu kes mau be W~C fera new pe() Y~. tl pvngn am maae w if auspenswn or aEnqonmeM E. rorK Ot arry manna LuH be 0one f~at will Wrge IM ro6rtil Ilaw of wrtv ousiny a dqyyge qpp~. (5) Cono-aaor anau nonry n,e SWIWM Ina been(y4ov RA naas m aav+nce tor ax wvectims ana Snw ramive wiieen approval an insvaam ora bNOm. Omceetliirg wiN fKcasyye .(6) of N° puiiymg my° « ~ a~ slu9 rql be mnatueC ro be a pemit lor. nar an aOPa" of. arry vqlaoon o! Ine O~ a Pnone : 3b3 410 -7'L(, ZI Stories : Chief ~ ~i lj% cg~a o ~ ~ O -4~3' ~ ~ C ~ C I C En c~ ~ ~ ~ C ccc33) ~ - - c. ~ ~ v C) c ~ 00 ~ @o ~ o° ~ ~COD c7 ~ O ~ Ls ~ clg ~ ~ . . , _.,...r . i BUILDING DEPARTMENT 237 • 6944 Ext. 255 CITY OF WHEAT RIDGE : . Correction Notice Job Located at / I have this day inspected this structure and these premises and have found the following violations of City and/or Siate laws goveming samei .:~...........~!t°. l.~X.~:::: A YA....t..~.~. /...........~.~'~f.G' /j . ~ f.~:.. ✓ 1~ ~ ~ ~ .~~1 / i~ . ^ . r ! (.~J• ......19/:)a You are hereby notified to,correct tfie foregoing violations. When corrections have been made, call for inspection. Y „ L ~ ~ Date.:...:~ h Inspector for Building Dept. . DO NOT REMOVE THIS TAG ' FORM WP6-2$ , ~ ~ ~ r tJi zr' ~ M n 1 i ~ ~ ~ c c cv ~ c -2 ~ 0 ~ i ~ 7-`- ~ ~ cr~N ~ 3 ~ s a o~ n 0 0~ ` o- Q ~ • o u a w ~ ~ p. ~ ~ O O m + a O Q ~ ~ < 7 n o T » ~ ~ 0 m~ a w e ~c c M o o E o~ o N ~ Q a O y - o ~ 0 o c o f o N 0 1 Q~ o o - o ~ u m o ~ o o a 0 o s ~ u v o E° cm ° 3 - o° s - o _ 0 C) O C ~ 0 _Z;) o w m f*7 D D ~ m x v-0 D .-i 3 C -n x ~ 00 a ° oo m m - G) I \ m N n O ~ P ~ t ~ * S RJ ~ 0 w a. N ~ v. y A 0 x 9CD ~ Z9r mN~ pQ o mzw c z nD4~1 y 2 D ~ Z m N n m m ~ -4 0 ~ n c ; N ; D A N f ?I C V 2 r n Z 1 z ~ ~ O Z A 1 m O ~ 1 n Z N Z C r 4 f RI D ~ = 1 D Z f Z r cAi~ Z ~ z m m ~ O ; ~ N y C 0 m G > C N (7 m p = m ~ < n m ~ z m~ ~ ~ 1~n . 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