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HomeMy WebLinkAbout5620 W 29th AvenueDENVER WATER DENVER, COLORADO ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT BOARD OF WATER COMMISSIONERS DENVER, COLORADO Gary M. Reiff President James S. Lochhead — CEO/Manager Robert J. Mahoney— Chief Engineering Offic v .1AA ` i �[�'Ivtt'ldll� DENVER WATER 1600 west 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwaler.org CONSULTANT �,pDO Ll 1 21 9 54359 F� 091.320T1 &`4 FssIONAI E�'\i' ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAIWNG IS BASED ON THE DWJAETRO_GRID COORDINATE SYSTEM I.,:,.sl [] I9/23/21IMNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO. 21116 DRAWN BY: ALVARADO CHKD BY: MCGANN/ /rl/1/VI CHKD BY: ARCHER/ c AP LD BY: DATE: JUNE 2021 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRAWING TITLE COVER SHEET G-1 LOCA77ON MAP SCALE: 1" = 3 miles , cy �Whe atR, "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for nide compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. DRAWING INDEX Plan Reviewer KMoney Date 12/15/2021 DWG NO DWG TITLE G-1 COVER SHEET G-2 SITE PLAN M-1 HVAC EQUIPMENT SCHEDULES M-2 NATURAL GAS & HVAC SCHEMATICS M-3 HVAC & ROOF DEMOLITION PLANS PROJECT DIRECTORY M-4 PARTIAL ROOF PLAN M-5 DETAILS OWNER: DENVER WATER M-6 ELEVATONS, SECTIONS & DUCT DETAILS W 12TH AVE E-1 ONE—LINE & CONTROL SCHEMATIC DIAGRAMS DEN DENVER, CO 80204 E-2 ROOF PLAN 303-628-6000 E-3 CONTROL SCHEMATIC, FIRE ALARM RISER DIAGRAM & DETAILS CONTACT: E-4 PANELBOARD SCHEDULES DESIGN PROJECT MANAGER E-5 CONDUIT &CONDUCTOR SCHEDULE MATT MCGAVIN, PE 303-628-6394 matt. mcgavin0denverwater. org DENVER WATER 1600 west 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwaler.org CONSULTANT �,pDO Ll 1 21 9 54359 F� 091.320T1 &`4 FssIONAI E�'\i' ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAIWNG IS BASED ON THE DWJAETRO_GRID COORDINATE SYSTEM I.,:,.sl [] I9/23/21IMNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO. 21116 DRAWN BY: ALVARADO CHKD BY: MCGANN/ /rl/1/VI CHKD BY: ARCHER/ c AP LD BY: DATE: JUNE 2021 CONTRACT: AS—BUILT DATE: AS—BUILT BY: DRAWING TITLE COVER SHEET G-1 DENVER WATER 1600 west 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwaler.org CONSULTANT W 29TH AVE x Acs DW R SECURITY FENCE ACS GATE OFFICES, MEETING RM�'i/�Fy,P�, & LOCKER ROOMS r _ • g Sam �F� 03I2320T1 �'&`4 I SEE M-3, M-4 777/7/77/777/777Zj & E-2 x ASHLAND EXIST HVAC LOC SPRT BY EQUROOF DECENTRALIZATION STRUCT BELOW STATION x _ n HVAC REPLACEMENT Uo x B=j ED z x o I I 0 5620 W 29TH AVE P w WHEAT RIDGE, CO, 80214 z = x REFERENCE: Q CAPITAL PROJECTS CONSTRUCTION a STANDARDS 3rd Edition r J Q = THIS DRAIWNG IS BASED ON THE vaiz ASHLAND DECENTRALIZATION STA DW—METRO—GRID COORDINATE SYSTEM a 0 ®xI GARAGE BAYS D co" 1'[ILt1 PERMIT REVIEW COMMENT RESOl1IlpN i 0 9/23/21 FINAL FOR CONSTRUCTION No Date Description REVISIONS x VERIFY SCALES ACS GATE BAR IS ONE INCH ON ORIGINAL DRAWING x 0-1" IF NOT ONE INCH ON ACS THIS SHEET, ADJUST SCALES ACCORDINGLY x I NO: 21116 DRAWN BY: ALVARADOIA CHI BY: MCGANN/ MAN1 =! x CHI BY: ARCHER/ C x x x —x x APEDBY: DAIS: JUNE 2021 CONT CONTRACT: AS -BUILT DATE: AS -BUILT BY: DRAWING TITLE SITE PLAN -x-x- DW R xx—x PLAN A' SCALE:® 0' G-2 m M O N O N M N N XCEL SERVICE, PRV & MI 645 MBH (767 CHF) AT 7"-14" W.C. UH1 EXISTING NA TURAL GAS SCHEMA 77C NO SCALE 3/4" 48 CFH 1" 48 CFH UH1 50 MBH 3/4" 48 CFH UH2 50 MBH 3/4" 24 CFH UH3 25 MBH 2" 1" 650 CFH 120 CFH XCEL SERVICE, PRV & METER 645 MBH (767 CFH) AT 7"-14" W.C. Z- 1 1/2" 139 CFH 1 1/4" UH4 139 CFH 25 MBH WH1 120 MBH 1— 259 CFH 3/4• 2" CAP EXIST 24 CFH 391 CFH 1 1 /2" 248 CFH 1 •• 139 CFH 115 CFH 143 CFH 124 CFH 124 CFH Will RTI 11 RTI 19 RTI 120 MBH NOTE: 150 MBH 130 MBH 130 MBH SERVICE AND METER CAPABILITIES ABOVE ARE FROM ORIGINAL BUILDING CONSTRUCTION DOCUMENTS. ASSUMED NATURAL GAS HEATING VALUE: 1050 BTU/CF. EL EZ 001111 INS F3 (1465) EXIST Ems_ EXIS77NG HVAC SCHEMATIC NO SCALE RTU3 FAN (325)—p ( 6511 ` d~— 0 x a O � 0 �(285)o-� (260)f+— 1 �� (310) 211 S ENTR x 0 211 S ENTR 214 MECH 216 OFFICE 216 OFFICE (350) (385) 214 MECH N (285) 1 I (490) (545) (325) fJ— (260f ) x(100) i 1 I I 1 1 1 i (960) (ss0) (960) (2 517 OFFICE (170)— I I 212 MEETING RM I (325) (310) (too) (700) (700) (700) (2421 7 OFFICE(27o) 209 MEN'S I OCKER (345) 1 (915) (915) (915) 1 212 MEETING RM (440)f✓— 209 MEN'S LOCKER �-✓— f✓— (7000) (7000) (71000) x(460) 218 OFFICE 219 OFFICE (245) (270) (5 0) f✓— (300) (270) (350) (385) I I t 213 N ENTR 215 JAN µ 219 OFFICE — (90) (100) 210 WOMEN'S LOCKER _.,_ µ (475) (525) 213 N ENTR 215 JAN (1465) EXIST Ems_ EXIS77NG HVAC SCHEMATIC NO SCALE RTU3 FAN � ( 6511 ` 0 x a O � 0 �(285)o-� (260)f+— ]� ff J (665 MIN)L RTU1 FAN L� o x 0 � a 4 (2700) (180 MIN) ( 0 MIN) �-✓—(620) (1390) 80) (NOTE 2) 1 (1250) (140) RTU2 FAN (285) ( 6511 ` 0 �(285)o-� (260)f+— 1 r J 211 S ENTR x 0 __1a 214 MECH 1 216 OFFICE (350) (385) � HVAC SCHEMATC NO SCALE LEGEND: AIR DUCT ----- POWER/CONTROL CABLE NOTES 1. TESTING, ADJUSTING AND BALANCING OF THE SYSTEM TO BE CONDUCTED BY A QUALIFIED TESTING AGENCY OR COMPANY IN ACCORDANCE WITH SMACNA'S HVAC TESTING, ADJUSTING AND BALANCING MANUAL. A QUALIFIED AGENCY OR COMPANY IS ONE THAT IS CORPORATELY AND FINANCIALLY INDEPENDENT OF MANUFACTURERS, SUPPLIERS AND INSTALLERS, CERTIFIED BY A NATIONAL BALANCING ASSOCIATION, HAS A PROVEN RECORD ON AT LEAST 5 SIMILAR PROJECTS, AND EMPLOYS ENGINEERS AND TECHNICIANS REGULARLY ENGAGED IN 3RD PARTY TESTING AND INSPECTING OF HVAC EQUIPMENT AND SYSTEMS. ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwaler.org £ SA359 4t jam! 09R3I2021 frW Ip L ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAWING IS BASED ON THE N/A COORDINATE SYSTEM L\ 1'[ILt1 PERMIT REVIEW CpAMEW PESOUDCN 0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRA'MNG 0 — 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO. 21116 DRAWN BY: ALVARADO CHI BY: CHI BY: APPD BY DATE:JUNE 2021 C;7_ O TRACT: AS—BUILT DATE: AS—BUILT BY: 2. RTU1 AND RTU3 WILL WORK TOGETHER TO PROVIDE MAKEUP AIR FOR THE LOCKER ROOM To FAN. A CONTROL RELAY WILL BE UTILIZED TO ENERGIZE EF1 NATURAL GAS & AND THE RTU1 BLOWER AND TO OPEN THE RTU1 HVAC SCHEMATICS RETURN MAKEUP AIR DAMPER WHEN THE RTU3 BLOWER IS ENERGIZED BY OCCUPANCY SENSOR OR THERMOSTAT CALL FOR HEATING OR COOLING. M-2 (285) ( 6511 ` �(285)o-� (260)f+— 1 r J 211 S ENTR 214 MECH 1 216 OFFICE (350) (385) N (285) 1 I (260f ) x(100) i 1 I I 1 1 1 i (960) (ss0) (960) (2 517 OFFICE (170)— I I 212 MEETING RM I µ µ 209 MEN'S I OCKER 1 (915) (915) (915) 1 218 OFFICE (275) (310) (440)f✓— I �-✓— f✓— x(460) 219 OFFICE � (200) (5 0) (350) (385) 210 WOMEN'S LOCKER 213 N ENTR 215 JAN HVAC SCHEMATC NO SCALE LEGEND: AIR DUCT ----- POWER/CONTROL CABLE NOTES 1. TESTING, ADJUSTING AND BALANCING OF THE SYSTEM TO BE CONDUCTED BY A QUALIFIED TESTING AGENCY OR COMPANY IN ACCORDANCE WITH SMACNA'S HVAC TESTING, ADJUSTING AND BALANCING MANUAL. A QUALIFIED AGENCY OR COMPANY IS ONE THAT IS CORPORATELY AND FINANCIALLY INDEPENDENT OF MANUFACTURERS, SUPPLIERS AND INSTALLERS, CERTIFIED BY A NATIONAL BALANCING ASSOCIATION, HAS A PROVEN RECORD ON AT LEAST 5 SIMILAR PROJECTS, AND EMPLOYS ENGINEERS AND TECHNICIANS REGULARLY ENGAGED IN 3RD PARTY TESTING AND INSPECTING OF HVAC EQUIPMENT AND SYSTEMS. ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwaler.org £ SA359 4t jam! 09R3I2021 frW Ip L ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAWING IS BASED ON THE N/A COORDINATE SYSTEM L\ 1'[ILt1 PERMIT REVIEW CpAMEW PESOUDCN 0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRA'MNG 0 — 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO. 21116 DRAWN BY: ALVARADO CHI BY: CHI BY: APPD BY DATE:JUNE 2021 C;7_ O TRACT: AS—BUILT DATE: AS—BUILT BY: 2. RTU1 AND RTU3 WILL WORK TOGETHER TO PROVIDE MAKEUP AIR FOR THE LOCKER ROOM To FAN. A CONTROL RELAY WILL BE UTILIZED TO ENERGIZE EF1 NATURAL GAS & AND THE RTU1 BLOWER AND TO OPEN THE RTU1 HVAC SCHEMATICS RETURN MAKEUP AIR DAMPER WHEN THE RTU3 BLOWER IS ENERGIZED BY OCCUPANCY SENSOR OR THERMOSTAT CALL FOR HEATING OR COOLING. M-2 6"0 FLEX DUCT 6"0 EXH AIR DUCT 16"x 14" RA DUCT 12"0 SA DUCT (TYP) 16"x 14" SA 12'x 16' OH DR (TYP) WOMEN'S LOCKER RM 20"x 14" RA DUCT — OFFICE 10"x 8" EXH AIR DUCT MEETING RM OFFICE y` MEN'S LOCKER RM I 20"x 14" $A DUCT OFFICE MECH DN 10"x 10" TRANSFER AIR TO MENS LOCKER RM CMU (WALL (TYP) / DEMO 3 FURNACES, ALL SUSP DUCTWORK & ALL FURNACE h SPIRT (NOTE 1) p irJ BAY NO 7 r THIS A DWG INT WALL (TYP) BAY NO 6 IFAMF IV u I , „ ♦ M 1 4"x 12" SA DUCT DEMO DUCTWORK TO FACE OF WALL DEMO NG SPLY LEGS & CAP CONN ON COMMON FEED LINE FOR EA FURNACE WOOD ENCL FENCE DEMO CONDENSING UNIT, CONC PAD, ALL PWR CABLE, REFRIGERANT PIPING & SPIRT DEMO CONDENSATE DR PANS, & CONDENSATE DR UNES FOR F2 & F3 DEMO 20"x 20" SA DUCT DEMO CONDENSING UNIT, CONC PAD, ALL PWR CABLE, REFRIGERANT PIPING & SPIRTS DEMO WOOD ENCL FENCE DEMO PHOTO i1 NO SCALE THIS DWG ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 E 303.628.6851 denverwaler.org ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT A�: - ---� DEMO FLUE FROM � 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 - - t - T - EXIST FURNACES - - REFERENCE: CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition PARAPET WALL (TYP) I THIS DRAIWNG IS BASED ON THE DW_METRO_GRID COORDINATE SYSTEM NOTE 2 I I 0 BAY NO 7 1 0 CAA BELOW— 05904 - - I PROTECT OTHER ROOF p I FEATURES (TYP) I -_L� - - - - L----------- -----------�= T DEMO 14`x 30` AIR I INTAKE HOOD FLUE FROM EXIST FURNArFSI 1zre21 PERMIT REVIEW COMMENT RFsouna 0 9/23/21 FINAL FOR CONSTRUCTION No Date Description REVISIONS PARTIAL ROOF DEMOLI77ON SCALE: 316" = 1'-0" PLAN VEBAR IS O SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 21116 DRAWN BY: ALVARADO CHI BY: MCGANN/ MAA CHI BY: ARCHER/ c APED BY: DAIS: JUNE 2021 CONTRACT: AS -BUILT DATE: NOTES: AS -BUILT BY: 1. EXISTING FURNACES WEIGH APPROXIMATELY 190 LBS EACH, AND ARE SUSPENDED APPROXIMATELY 20 FEET DRAWING TITLE ABOVE THE FLOOR. 2. APPROXIMATE PATH OF EXISTING MONORAIL FRAMING BELOW. MONORAIL OPERATING LIFT CAPACITY 1.5 TONS. HVAC & ROOF 3. PROVIDE TEMPORARY VENTILATION, HEATING AND COOLING IF NECESSARY BETWEEN DEMOLITION OF EXISTING DEMOLITION PLANS EQUIPMENT AND COMMISSIONING OF NEW OF EQUIPMENT A�: OFFICE ROOF 6'-0" — BELOW GARAGE BAY ROOF — EXIST ACS HATCH, FASTEN LADDER EXT TO EXIST LADDER 4" GAP TO ONR Il I rT��NOTE 3- ' EXIST STL JOIST (NOTE 2, TYP) © ' NOTE 1— (TYP) RTU1— 0 1" CS NGS M w I r M�-6 m c - 1 1/2" CS NGS 0 M 0 12'-0" (TYP) °i 1" CS NG---� a RTU2 NOTE 3 J N 0 N I I 04 0 0 ' 6"y 1. 0 6. REPAIR OF THE ROOF OVER SEALED PENETRATIONS AND AROUND NEW HVAC UNITS TO BE PERFORMED BY A PROFESSIONAL ALIGN EQUIPMENT CURB EDGE WITH CENTER OF EXISTING STEEL JOIST BELOW. w ACCORDANCE WITH THE DENVER WATER CAPITAL PROJECTS CONSTRUCTION STANDARDS SPECIFICATION z_ SECTION 07 51 13 TO m 2. EXISTING STEEL JOISTS ARE DESIGNATED 24LHO9 PER THE STEEL JOIST INSTITUTE (SJI) AND WERE DETERMINED TO BE V U m za 7. DUCT DIMENSIONS SHOWN ARE CLEAR INTERNAL DIMENSIONS NOT INCLUDING INSULATION LINER. DUCTS SHALL BE FABRICATED N m THE LATEST SMACNA DUCT CONSTRUCTION STANDARD. 3. EXISTING CONCRETE MASONRY UNIT PARAPET WALL HEIGHT RELATIVE TO ROOF SURFACE VARIES, TYPICALLY LESS THAN 18 mW INCHES, VERIFY IN FIELD. 4. APPROXIMATE PATH OF EXISTING MONORAIL FRAMING BELOW. MONORAIL OPERATING LIFT CAPACITY 1.5 TONS. M 5. DO NOT CUT THROUGH ANY EXISTING STEEL FRAMES BELOW ROOF WHEN MAKING PENETRATIONS. SEE DETAILS 07901 AND 07902 FOR REPAIR OF ROOFING AT HVAC UNITS AND AT CONDUIT PENETRATIONS. mo Of V CL STL JOIST BELOW (TT N I IL EXIST DUCT 16"x 20" GALV STL RET DUCT — (NOTE 7, TYP) 20'x 24" BAROMETRIC RELIEF DAMPER & HOOD EXIST RTUi RET MAKEUP AIR 18"x 18" FLUE CONTROL DAMPER & HOOD d M 4'-5 3'-8 1/4" I I ONOMIZER IOD I 1/4" r r+- BALANCING JJ J io N DAMPER JJ SPLY 20" GALV STL '10'-7 3/4" SPLY DUCT 1•_y• NOTE 4 I — 2" CS NGS RELY 14" GALV STL RET DUCT In ,14,_6" NOTE 1 (TYP) 0 ' 6"y 1. 0 6. REPAIR OF THE ROOF OVER SEALED PENETRATIONS AND AROUND NEW HVAC UNITS TO BE PERFORMED BY A PROFESSIONAL ALIGN EQUIPMENT CURB EDGE WITH CENTER OF EXISTING STEEL JOIST BELOW. ROOFING COMPANY IN ACCORDANCE WITH THE DENVER WATER CAPITAL PROJECTS CONSTRUCTION STANDARDS SPECIFICATION z_ SECTION 07 51 13 TO NOT VOID THE EXISTING ROOFING WARRANTY. 2. EXISTING STEEL JOISTS ARE DESIGNATED 24LHO9 PER THE STEEL JOIST INSTITUTE (SJI) AND WERE DETERMINED TO BE V U m za 7. DUCT DIMENSIONS SHOWN ARE CLEAR INTERNAL DIMENSIONS NOT INCLUDING INSULATION LINER. DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST SMACNA DUCT CONSTRUCTION STANDARD. 3. EXISTING CONCRETE MASONRY UNIT PARAPET WALL HEIGHT RELATIVE TO ROOF SURFACE VARIES, TYPICALLY LESS THAN 18 INCHES, VERIFY IN FIELD. 4. APPROXIMATE PATH OF EXISTING MONORAIL FRAMING BELOW. MONORAIL OPERATING LIFT CAPACITY 1.5 TONS. 5. DO NOT CUT THROUGH ANY EXISTING STEEL FRAMES BELOW ROOF WHEN MAKING PENETRATIONS. SEE DETAILS 07901 AND 07902 FOR REPAIR OF ROOFING AT HVAC UNITS AND AT CONDUIT PENETRATIONS. mo V Ld V-4' J o o 16"x 14" GALV STL EXIST DUCT SPLY DUCT L_ -T1 — _ _ _ _ _ — — — — a `CMU WALL BELOW M I i� 16"x 14" GALV N STL RET DUCT X16"x 14" GALV STL SPLY DUCT 8'-0" MAX (TYP) 11 3/4" I I — PLAN — — — — SCALE 3/8" = 1'-0" DO NOT REMOVE OR CUT EXIST JOIST BRIDGING (VERIFY LOC & EXT, TYP OF ROWS ALONG JOIST SPAN) LEGEND: INDICATES SPAN DIRECTION OF EXISTING 1 1/2 INCH TYPE B GALVANIZED STEEL ROOF DECKING NOTES: 1. PROVIDE ADDITIONAL STEEL FRAMING FOR ROOF DECK AND HVAC UNIT SUPPORT AND DUCTWORK PENETRATIONS PER 05902. 6. REPAIR OF THE ROOF OVER SEALED PENETRATIONS AND AROUND NEW HVAC UNITS TO BE PERFORMED BY A PROFESSIONAL ALIGN EQUIPMENT CURB EDGE WITH CENTER OF EXISTING STEEL JOIST BELOW. ROOFING COMPANY IN ACCORDANCE WITH THE DENVER WATER CAPITAL PROJECTS CONSTRUCTION STANDARDS SPECIFICATION SECTION 07 51 13 TO NOT VOID THE EXISTING ROOFING WARRANTY. 2. EXISTING STEEL JOISTS ARE DESIGNATED 24LHO9 PER THE STEEL JOIST INSTITUTE (SJI) AND WERE DETERMINED TO BE ADEQUATE TO SUPPORT THE HVAC UNIT WEIGHTS BY ANALYSIS. 7. DUCT DIMENSIONS SHOWN ARE CLEAR INTERNAL DIMENSIONS NOT INCLUDING INSULATION LINER. DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST SMACNA DUCT CONSTRUCTION STANDARD. 3. EXISTING CONCRETE MASONRY UNIT PARAPET WALL HEIGHT RELATIVE TO ROOF SURFACE VARIES, TYPICALLY LESS THAN 18 INCHES, VERIFY IN FIELD. 4. APPROXIMATE PATH OF EXISTING MONORAIL FRAMING BELOW. MONORAIL OPERATING LIFT CAPACITY 1.5 TONS. 5. DO NOT CUT THROUGH ANY EXISTING STEEL FRAMES BELOW ROOF WHEN MAKING PENETRATIONS. SEE DETAILS 07901 AND 07902 FOR REPAIR OF ROOFING AT HVAC UNITS AND AT CONDUIT PENETRATIONS. ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F: 303.628.6851 denverwaler.org ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 REFERENCE: CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAWING IS BASED ON THE DW—METRO—GRID COORDINATE SYSTEM 0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description REVISIONS VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRA'MNG 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO. 21116 DRAWN BY: ALVARADJO,Ir,il CHI BY: ANSZ/MLN I'lle CHI BY: M UR EY/ARCHER APPD BY: DATE: JUNE 2021 CONTRACT: AS -BUILT DATE: AS -BUILT BY: PARTIAL ROOF PLAN MAI FAM e" 4'-0" 4,-0" 8" NOTES: 1. ALL GUARDRAIL COMPONENTS TO BE FABRICATED w OF STRUCTURAL ALUMINUM. 2. COAT PLATE SURFACES IN CONTACT WITH WALL WITH 2 COATS OF BITUMINOUS PAINT. GUARDRAIL wyV l SCALE: 3/4" = 1'-0" FLD VERIIFY EXIST ROOF OPNG MECH UNIT —<1/4" CAP PL W/ SEAL WELD (TYP) ROOF CURB (NOTE 3) PL BLOCKING BTWN ROOF DECK ff & TOP OF L6"x4" "0 SCHED PE (TYP) '2"z4" x 0'-10" ?) 5/8"0 HOLES NOTE 2) L6"x4"x5/16" (LLV)L1 1 2"x1 1 2"x3/16" TYP EA SIDE OF PER 105903 ROOF CURB COPE 0 JOIST CONN N 1 I Li 1/2"x1 1/2"x3/16" (TYP) EXIST STL JOIST � PL 3/8"x3" x 0'-7"J NOTES: (TYP EA END) 1. ROOF DECK AND ROOFING NOT SHOWN FOR CLARITY, SEE 07901 FOR ROOFING REQUIREMENTS. 2. FIELD VERIFY LOCATIONS WHERE EXISTING STEEL ANGLE OR JOIST IS USED TO SUPPORT NEW EQUIPMENT. OBTAIN APPROVAL FROM ENGINEER TO REUSE EXISTING STEEL FRAMING. 3. LOCATE STEEL FRAMING EACH SIDE OF CURB IN ACCORDANCE WITH MECHANICAL UNIT MANUFACTURER. 4. COAT STEEL FRAMING TO MATCH EXISTING STEEL FRAMING IN ACCORDANCE WITH SPECIFICATION SECTION 09 90 00, SYSTEM NUMBER 102. (NOTE 2) SEE PLAN FOR DUCT DIMSa 12 4 -PLY BUR INSUL 4 -PLY BUR OVER STRIP -IN LAPPED TAPERED INSUL TO 2 17 MIN EA SIDES i n,...r n aI ASEXIST NNE STL 4 PLY BUR BAR IS ONE INCH ON ROOF DECK 'RANE OVER 0 — 1" I L3"x3"x1/4" TMP IF NOT ONE INCH ON TYP 1 1 PT No: 21116 FIELD L6FY OPNG (NOTE 2) > REOD LENGTHS o 40 P (NOTE 2) �I 1 1/2" GALV STL ROOF DECK (20 GA TYPE B) z W/ MIN 1 1/2" ERG ON EXIST STL FRMG EXIST STL JOIST o_ ATTACH TO STL FRMG W/ #12 TEK SCREWS 10" MAX SPA ATTACH TO EXIST STL DECK <I SIDELAPS W/ #10 TEK SCREWS 0 12" MAX '2 SPA (2" MIN PER SIDE, SEE NOTE 2) PL 1, TYP W/ ( (TYP, 10" (TYP) - - - - CI 8" (TMP) `a HSS 2"x2"x1/4" POST 4. (TYP)- NOTES: 1. ALL GUARDRAIL COMPONENTS TO BE FABRICATED w OF STRUCTURAL ALUMINUM. 2. COAT PLATE SURFACES IN CONTACT WITH WALL WITH 2 COATS OF BITUMINOUS PAINT. GUARDRAIL wyV l SCALE: 3/4" = 1'-0" FLD VERIIFY EXIST ROOF OPNG MECH UNIT —<1/4" CAP PL W/ SEAL WELD (TYP) ROOF CURB (NOTE 3) PL BLOCKING BTWN ROOF DECK ff & TOP OF L6"x4" "0 SCHED PE (TYP) '2"z4" x 0'-10" ?) 5/8"0 HOLES NOTE 2) L6"x4"x5/16" (LLV)L1 1 2"x1 1 2"x3/16" TYP EA SIDE OF PER 105903 ROOF CURB COPE 0 JOIST CONN N 1 I Li 1/2"x1 1/2"x3/16" (TYP) EXIST STL JOIST � PL 3/8"x3" x 0'-7"J NOTES: (TYP EA END) 1. ROOF DECK AND ROOFING NOT SHOWN FOR CLARITY, SEE 07901 FOR ROOFING REQUIREMENTS. 2. FIELD VERIFY LOCATIONS WHERE EXISTING STEEL ANGLE OR JOIST IS USED TO SUPPORT NEW EQUIPMENT. OBTAIN APPROVAL FROM ENGINEER TO REUSE EXISTING STEEL FRAMING. 3. LOCATE STEEL FRAMING EACH SIDE OF CURB IN ACCORDANCE WITH MECHANICAL UNIT MANUFACTURER. 4. COAT STEEL FRAMING TO MATCH EXISTING STEEL FRAMING IN ACCORDANCE WITH SPECIFICATION SECTION 09 90 00, SYSTEM NUMBER 102. (NOTE 2) SEE PLAN FOR DUCT DIMSa 12 4 -PLY BUR INSUL 4 -PLY BUR OVER STRIP -IN LAPPED TAPERED INSUL TO 2 17 MIN EA SIDES i n,...r n aI ASEXIST NNE STL 4 PLY BUR BAR IS ONE INCH ON ROOF DECK 'RANE OVER 0 — 1" FIBER BID L3"x3"x1/4" TMP IF NOT ONE INCH ON HVAC DUCT EA SIDE OF DUCT EXIST STL FRMG AT ROOF PT No: 21116 FIELD L6FY OPNG (NOTE 2) > REOD LENGTHS o (NOTE 2) �I 1 1/2" GALV STL ROOF DECK (20 GA TYPE B) z W/ MIN 1 1/2" ERG ON EXIST STL FRMG EXIST STL JOIST ATTACH TO STL FRMG W/ #12 TEK SCREWS 10" MAX SPA ATTACH TO EXIST STL DECK <I SIDELAPS W/ #10 TEK SCREWS 0 12" MAX '2 SPA (2" MIN PER SIDE, SEE NOTE 2) NOTES: 1. INSTALL INSULATION IN ACCORDANCE WITH SPECIFICATION SECTION 07 22 00. 2. AT OPENINGS LESS THAN 14 INCHES IN SPAN LENGTH WITH NO EXISTING STEEL FRAMING, OVERLAP NEW ROOF DECK TO EXISTING DECK A MINIMUM OF 4 INCHES EACH END AND SECURE TO EXISTING DECK AT 4 SIDES AS NOTED. ROOF OPENING INFILL 05904 [�0 SCALL FRAMING AT MECHANICAL ROOF- TOP UNI T SCALE: 1" = 1'-0" v�w� EXIST ROOF INSUL & ROOFING SHOWN FOR CLARITY — FLASH & REPAIR ROOFING PER 07901 EXIST ROOF DECK c (NOTE 1) i PL 3/8"x3"x5" (TYP EA END) EXIST STL JOIST NOTES: 1. FASTEN EXISTING ROOF DECK AT DUCT OPENING TO STEEL ANGLES WITH #12 TEK SCREWS AT 10 -INCH SPACING (MINIMUM OF 2 SCREWS PER SIDE) 2. WELD SUPPORT ANGLES TO EXISTING STEEL JOISTS AND TO EACH OTHER SIMILAR TO DETAIL®. 3. ROOF INSULATION AND ROOFING NOT SHOWN FOR CLARITY, SEE FOR FLASHING AND ROOF REPAIR REQUIREMENTS. 1" H 14 GA SHT MTL CLAMPING BAR W/ SEALANT RECEIVER AT THE TOP & SLOTTED HOLES 0 4" OC FOR SECURING TO SHT MTL DUCT, SECURE W/ SHT MTL SCREWS & NEOPRENE WASHERS 24 GA SHT MTI COUNTER FLASH, EXT BEHIND CLAMPING BAR & SECURE AT CURB W/ CLEATS 0 24" OC MAX I MFD CURB, INSIDE FACE DIM TO MATCH DECK OPNG STRIP IN BASE FLASH -EXT UP & OVER CURB & ONTO ROOF MIN 8"- 4 PLY BUR 4" CANT - I ANE ^OVER 8" MIN ¢ OF CONCENTRATED LOAD ON ROOF (SEE NOTE) CL OF PNL CL OF PNL POINT POINT . 1/8 1/8 TYP ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 D 303.628.6000 F: 303.628.6851 denverwaler.org ON Ix *�WllilI--- ri I. CL OF CONCENTRATED LOAD ON ROOF NOTE: (SEE NOTE) DETAIL APPLIES FOR CONCENTRATED LOADS GREATER THAN 100 LBS TO A MAXIMUM OF 500 LBS. MAXIMUM OF 2 LOADS PER JOIST UNLESS NOTED OTHERWISE. JOIST REINFORCEMENT FOR NEW CONCENTRATED LOAD 05903 No SCALE PROVIDE SEALENT TAPE BTWN EA LAYER OF DUCT, FLASH & CLAMPING BAR WOOD SHT IN EXIST INSUL SYSTEM (TYP) -J EXIST MTL DECK SEE 5905 AT ROCK DECK SPIRT FRMG AT DUCT NOTE: SEE 5902 FOR HVAC CURB SPIRT FRMG FLOOD COAT AND GRAVEL NOT SHOWN FOR CLARITY. RESTORE GRAVEL OVER ROOFING TO MATCH EXISTING CONDITION. COND PENETRATION -POLYESTER REINF SBS HOT -APPLIED TARGET PATCH r MBR FLASHING CEMENT Ir 60 MIL COAT OF MBR FLASH CEMENT I r-PERMAFLASH SCRIM ..I )AT ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAWING IS BASED ON THE N/A COORDINATE SYSTEM L\ 1PRY11 PERMIT REVIEW COMMENT PESOUDCN 0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description BASE FLASH VERIFY SCALES NNE 4 PLY BUR BAR IS ONE INCH ON ORIGINAL DRA'MNG 'RANE OVER 0 — 1" FIBER BID IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 21116 DRAWN BY: ALVARADO > J64Al CHKD BY. ANSZ/MCGAWN/ )AT ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAWING IS BASED ON THE N/A COORDINATE SYSTEM L\ 1PRY11 PERMIT REVIEW COMMENT PESOUDCN 0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description BASE FLASH VERIFY SCALES NNE 4 PLY BUR BAR IS ONE INCH ON ORIGINAL DRA'MNG 'RANE OVER 0 — 1" FIBER BID IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 21116 DRAWN BY: ALVARADO > J64Al CHKD BY. ANSZ/MCGAWN/ CHKD BY: APPD BY: DALE: JUNE 2021 CONTRACT: NOTE: AS—BUILT DATE: AS—BUILT BY: FLOOD COAT AND GRAVEL NOT SHOWN FOR CLARITY. DRAWING TITU RESTORE GRAVEL OVER ROOFING TO MATCH EXISTING CONDITION. CONDUIT FLASHING DETAILS NO SCALE V/7VG M-5 FASTEN EA STL AHR PL TO — WALL W/ (2) 1/2"0 SST THD RODS IN 5/8"0 HOLES W/ HILTI HY270 ADH W/ 2" MIN EMBED INTO CMU WALL (2 PL PER POST PROVIDE MESH SCREEN TBG AT HOLLOW CMU CELLS) EXIST CMU WALL TOP OF EXIST MT_ MAA CHKD BY: ARCHER/ FLASH CAP APPDBY: DATE: JUNE 2021 Z AS -BUILT DATE: w y I LL K b0 0 K0 7 j M n 0 x m 1 ¢z of Q_D < ��oa OL OL� GAS Of x� z¢a a kl' SHUTOFF SECTION i1 SCALE: 1" = 1'-0" M-4 16"x 14" RET DUCT EXIST ROOF GVL EXIST 16"x 14"� RET DUCT 16"x 14" SPLY DUCT EXIST SUSP ACOUSTIC CLG TILE EXIST WALL PENETRATION- & 1 HR FIRE DAMPERS EXIST MASONRY WALL - MEN'S LOCKER RM� :;I' MAX TRANSITION m n MAA CHKD BY: ARCHER/ c APPDBY: DATE: JUNE 2021 CONTRACT: AS -BUILT DATE: ®®® y I DRAWING TITLE " NOTE GAS kl' SHUTOFF VALVE EXIST ROOF GVL I �' SPIRT FRAME/ CURB Of - HVAC UNIT BTWN EXIST JOISTS PER 05902 (TYP) 8'-0" MAX (TYP) EXIST STL ROOF DECK EXIST STL JOIST NEW DAMPER ACS PORT BEYOND 16"x 14" SPLY DUCT CONN TO EXIST DUCT GARAGE BAIT NO 7-1 SEC77ON SCALE: 1/4" = V-0" M-4 y 3/4 W RADIUS ELBOW �r DUCT SAME SIZE AS GRILLE M B -LINE BLOK (TYP) S-10" S-10" ELEVA 77ON i1 SCALE: 3/4" = 1'-0" M-4 09-- EXIST ROOF GVL '1 - EXIST 20"x 14" IRET DUCT EXIST 20"x 14" SPLY DUCT EXIST SUSP ACOUSTIC CLG TILE EXIST WALL PENETRATION- & 1 HR FIRE DAMPERS EXIST MASONRY WALL- __ MEN'S LOCKER RM--�. rr DUCT TURNING VANES AS SPEC TO SUIT ELB 1" CS NG 5'-1" 16"x 14" RET DUCT BEYOND \4" I mP- 2" CS NG TEE r1 1/2" CS NG 8,-0" MAX (TYP) t EXIST STL 6" ROOF DECK EXIST STL JOIST (TYP) NEW DAMPER ACS PORT BEYOND 20"x 14" DUCT CONN TO EXIST DUCT GARAGE BAIT NO 77 SEC77ON i SCALE: 1/4" = 1'-0" M-4 MITER ELBOW 3 OFFSET N U, H+2 18 GA SHT MTL DAMPER W/ w LOCKING QDRNT & END ERG NOTES: CEILING DIFFUSERDI¢ Jam$ RSLING GRID SUPPLYID"U�ICT TAKE 0� VOLUME DAMPER 1. CEILING DIFFUSERS AND GRILLES ARE TO BE LOCATED IN THE PANELS BETWEEN THE T -BAR GRIDS IN ALL SUSPENDED CEILING SYSTEMS. WHERE REFLECTED CEILING PLANS ARE PROVIDED, LOCATE DIFFUSERS AND GRILLES AS INDICATED. IF NOT PROVIDED, FIELD VERIFY WITH ENGINEER. 2. PROVIDE SPLITTER DAMPER AT EACH SUPPLY DUCT TAKE -OFF IN ACCORDANCE WITH TYPICAL DUCT CONSTRUCTION DETAILS ABOVE. 3. PROVIDE VOLUME DAMPERS FOR EACH GRILLE AT EACH RETURN CONNECTION AND ANY OTHER LOCATIONS INDICATED ON THE DRAWINGS, IN ACCORDANCE WITH TYPICAL DUCT CONSTRUCTION DETAILS ABOVE. DAMPERS TO BE INSTALLED MINIMUM 5 -FEET FROM GRILLE, EXCEPT AS NOTED. DUCT CONS27 UC770N 23901 SCALE: 3/8" 3/4" GALV HANGER STRAP FASTENED TO U -CHANNEL CHANNEL SHALL E} AT LEAST2/3 UP S OF THE DUCTWORK B -LINE DURA E F INSTL/ REPAIR R...... ... HVAC UNIT CURB PER 07901 (TYP ALL AROUND) ELEVA TION i1 SCALE: 3/4" = 1'-O" M -a 16"x 14" SPLY DUCT EXIST ROOF GVL EXIST 14"x 12" SPLY DUCT - EXIST SUSP ACOUSTIC CLG EXIST WALL PENETRATION- & 1 HR FIRE DAMPERS EXIST MASONRY WALL - MEN'S LOCKER RM--�, 1 SPLY DUCT DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 E 303.628.6851 denverwaler.org ME/ CURB OF T BTWN EXIST :R 05902 (TYP) '.T JOISTS TOP CHORD TO BOT CHORD PANEL POINT PER 05903 (TYP) 8-0" MAX (TYP) o r � EXIST STL J ROOF DECK AST STL JOIST (TYP) ANEW DAMPER ACS PORT BEYOND -14"x 12" SPLY DUCT CONN TO EXIST DUCT GARAGE BAY NO 7� SEC77ON SCALE: 1/4" = 1'-0" M-4 TYPICAL ROOF DUCT SUPPORT T DUCT TL L (TYP) ROOF GVL 0 NOTE: 1. INSTALL REDUCER, GAS SHUTOFF VALVE AND DRIP LEG AT EACH RTU AS SHOWN IN THIS TYPICAL ELEVATION. �pD0 LI 54359 F0.123/2021`4 �s/ �•,'.t,� ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAWING IS BASED ON THE N/A COORDINATE SYSTEM L\ TIMI21 I PERMIT REVIEW COMMENT RE50l1I1CN 0 9/23/21 MNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRA'MNG 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 21116 DRAWN BY: ALVARADO CHKD BY: MCGANN/ MAA CHKD BY: ARCHER/ c APPDBY: DATE: JUNE 2021 CONTRACT: AS -BUILT DATE: AS -BUILT BY: DRAWING TITLE ELEVATIONS, SECTIONS & DUCT DETAILS M-6 0 N O N N [E2(J1)] N EXH FAN CY SNSR [E2(E9)] NOTES: 1. PROVIDE, CEILING—MOUNTED, 2—POLE, DUAL TECHNOLOGY, LINE—VOLTAGE, OCCUPANCY SENSOR. 2. PROVIDE NEW THERMOSTATS AND NEW CABLING AS NEEDED TO MAKE CONNECTION TO NEW RTU'S IN THEIR NEW LOCATIONS. 3. APPROXIMATE LOCATION FOR CONDUIT PENETRATION. ROOF PLAN 4. DUCT SMOKE DETECTOR INSTALLED WITHIN AHU1. SCALE: 3/16" = 1'-0'• COORDINATE EXACT LOCATION WITH MANUFACTURER. 5. PROVIDE GFI RECEPTACLE WITH WEATHER—PROOF ALUMINUM, IN—USE COVER. 6. TRANSITION TO LFMC (MAXIMUM 2—FOOT FROM RTU). DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 T: 303.628.6000 F: 303.628.6851 denverwaler.org CONSULTANT 2 .m m54 3i: OW 021 sX/ONAIL ASHLAND DECENTRALIZATION STATION HVAC REPLACEMENT 5620 W 29TH AVE WHEAT RIDGE, CO, 80214 CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition THIS DRAIWNG IS BASED ON THE DWJ ETRO_GRID COORDINATE SYSTEM L\ 1PRY11 PERMIT REVIEW COMMENT RI 0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT NO: 21116 DRAWN BY: COSME CHI BY: JOHNSON/S6 CHI BY: KEILI APPD BY: T. JUNE 2021 CONTRACT: AS -BUILT DATE: AS -BUILT BY: DRAWING TITLE ROOF PLAN E-2 EXIST 4 -PLY BUR MEMBRANE EXIST MTL DECK ED DENVER WATER 1600 West 12th Ave Denver, Colorado 80204-3412 D 303.628.6000 F: 303.628.6851 denverwaler.org — — — FROM TO FACP _ _ ,I, ,I,, _ _ _ _ _ _ _ FACP UTILITY SPIRT, ADJUST HT TO r CONFORM TO ROOF SLOPE & HT _ _ . ADHERE TO W ACCORDANCE W/MFR REOMTSF [C011] [C012]_'� / W 3 2: 09/232021 � FIRESTONE DUICKSEAM EPDM WALK PAD SLC AUX PWR — 1 24VAC 24VDC FORM C 1y EMER RESTORE EXIST BALLAST 250VAC — SHUTDOWN CKT [ 0A cc EXIST INSUL DUCT SMOKE DETECTOR ASHLAND AHU1 DECENTRALIZATION STATION ROOF CONDUIT SUPPORT LOV�J SCALE: 3" = 1"-0" n n n n I KEYED NOTES: HVAC REPLACEMENT OCONTROL RELAY MODULE (CRM) MOUNTED TO FIRE [CO14] ALARM CONTROL PANEL (FACP). PROVIDE 3/4" ELECTRICAL METALLIC TUBING (EMT) NIPPLE FOR WIRING FROM FACP TO CONTROL RELAY MODULE A B CnFA (CRM) JUNCTION BOX.REMOTE TEST STATI EXTEND SIGNAL LINE CIRCUIT (SLC) FROM FACP TO5820 W 29TH AVE (LOC ADJACENT TO CRM USING #16 TSP. WHEAT RIDGE, CO, 80214 JL REFERENCE: CAPITAL PROJECTS CONSTRUCTION DUCT DETECTOR CONTROL SCHEMATIC STANDARDS 3rd Edition MVUVLL FIRE ALARM RISER DIAGRAM THIS DRAWING IS BASED ON THE N/A COORDINATE SYSTEM L\ 1PRY11 PERMIT REVIEW COMMENT III0 9/23/21 FlNAL FOR CONSTRUCTION No Date Description VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING 0-1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PT No: 21116 DRAWN BY: COSME CHI BY: CHI BY: APPD BY DATE: JUNE 2021 CONTRACT: AS—BUILT DATE: AS—BUILT BY: CONTROL SCHEMATIC, FIRE ALARM RISER DIAGRAM & DETAILS E-3 m N O N O N M N m v M U N I w I v Z J_ N Q N N S m N O N O N M N rn Z c� N w 0 a a a a ~ W O C ~ N ~ > O h N OC d ~ Q vdi W ~ y cM'1Z LL C to ~ O V '7 p N m `M M e` ~D• ~ i ~~^2 H Z Z 0 U W a ~ Z N ~ a ~ ~T E 0 Z Pn Y Q T c a N N d ~ V Q 9 C ~ 2' f_ dc G Q d c 0 c o a a) ~ o ~ U C a) O a O N Z -S (D Ir M M a~ h R N O M R 0 u a e O ~ u U E m a 1 c O ~ ~ O U C m 3 `o U m n w C %6 ~I ~ i0 ~ 7500 WEST 29ih AVENUE DEPARTMENT OF GOMMUNITY DEVELOPMENT ~7/ BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 Ex7. 255 P.O. BOX 638 CITV OF WHEAT RIDGE, COLO. THI$ PERMIT VALID ONLY WHEN SiGNED BY THE CHiEF BUILDING INSPECTOR ANC RECEIPTED BELOW. /~e,'PP ICATION FOR MISCELLANEOUS P RMIT JOBADDRESS SGao _I OWNER CONTRACTOR ADDRESS ADDRESS PHONE ZIP CODE CITY rvG`'- C- / ZIP CODE ~~~,¢CONTRACT PRICE $ YaS - PHONE _ -~SS b LICENSE NO. 1ZZ.J~- DATE /c,"~ 1. TYPE Ground❑ Woll❑ Proieeliny❑ O1Mr SpOFete 2. MATERIAL Telol Suuan FeN ~ $IGN$ 3. ILIUMINATION Yes❑ No❑ Type 4. SET BACK FROM PROPERTV LINE N _ s_ e _ w_ (Spetify wAich is front) ❑ ❑ ❑ ❑ INSPECTION TICKET 1. TYPE Solido Mors TMn 80% Opsn❑ Leu Than 1 JOB A C) W MATERIAL - DDRESS cT J FENCES 3. SET BACK FROM PROPERTY LINE N _ S_ E _ W_ (SoecBv whieA ie troni) ❑ ❑ ❑ ❑ _ I. OTHER 2 3, DRAW SKETCH OR SHOW BEIOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVIh3 BLDG. CONTR. (SETBACNS OR PROJECTqNS INCLUDED) DATE: / Q ` ( -S- BLDG. PERMITM SUBCONTRACTOR PERMITk DATE INSP. REQ. /U'I6 TYPE OF INSP. INSPECTION MADE_ REMARKS L bt, STREET N4ME SNOW DISTANCES FROM THE MAIN BUIIDING TPADJOINING HOUSES,STREETS,ANC DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANI;E. W.R. FORM 679 ` ✓ APPLICATION FOR PLUMBING; ELECTRICAI THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK 01 PERMIT WILL E%PIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WONK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUAA VARE UNDER SIZE 8 ILLEGAL FLOOR BSM I5T 2ND 3RD 4TH N0. FlJEL+CirclsOn@ Go~ dl Aoporr E Solar N0. WATER ClASET FORCED AIR - BTU 000 TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTIN6 SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUI?S WATER HEATER Retri eront Group UTILITY(RANGE,DISPO5ER,ETC) AUTO.WASHER Poundt Char • FI%TURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FI.DOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 REGTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 Mreby acknowledpe that thia oppiica- fi0n u torrect and understond that I connof ffart this Droject unfil this oppli- eafion is o00roved. I sholl comply wifh tAe lawa of the 51afe o1 Colorado and fo }he Zoninp Repulahone ond Bwldinq Code ofthe City of Wheal Ridqe. Any violafion of the above termn will couse immediate re ocohon of tnle permit ~OVlitenb iOnaNn PERMIT FEE CRfJ USE TAX 9 J(j TOTAL FEE $ ~ r < <j Q APPROVED DISAPPROVED CHIEF BUILDING I SPECTOR,City of Wheat Ridge Date Issued l& Z v _1 / tlcEf f CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE PORINSPECTIONS