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HomeMy WebLinkAbout10090 W. 27th AvenueFrom: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Friday, April 17, 2020 2:29:37 PM 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 TFW - West Metro Fire Submission.odf PROPERTY INFORMATION Property Address 10090 West 27th Ave, Wheat Ridge, CO, 80215 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Bobby Ghiselli 1911hi ole]I1 16181 bobby.ghiselli@quannahpartners.com x Wheat Ridae- Electronic Payment Form Golds.odf CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or White Construction Group 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 303-688-6924 Contractor Email chaugen@whitecg.com Address Retype Contractor chaugen@whitecg.com Email Address DESCRIPTION OF WORK Is this for a new Yes tenant? Name of Tenant Training For Warriors Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Tenant improvement within existing mixed use retail building for an exercise studio. Location of Work Lower Level Unit 10090 Square Footage Area of Work Being Performed Asbestos Report - if applicable Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) 2142 ACM -Report 082319 DTC-com pressed. pdf 2020-04-16- TFW - Full Set.odf $92,684 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. Person Applying for Andy olree Permit I attest that everything 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. Yes Email not displaying correctly? View it in your browser. Training For Warriors DRAWING SYMBOLS ROOM NAME ROOM NAME AND NUMBER RM NO. OPENING NUMBER X 36 CONSTRUCTION NOTE n DETAIL REFERENCE NUMBER 1 SHEET NUMBER Arp.1, SECTION / ELEVATION NUMBER I SHEET NUMBERA4.1 REVISION NOTE A ELEVATION INFERENCE TO TOP OF k TOP OF SLAB FLOOR SLAB . ELEVATION VARIES 100'-0' SPOT ELEVATION 100'-0' STRUCTURAL GRID EXTERIOR WINDOW FRAME Ol ELEVATION GRAPHIC SYMBOLS CONTINUOUS LINE INDICATES EXISTING WALL PARTITION ----------- OVERHEAD LINES (ROOF, ETC.) NEW METAL STUD PARTITION ONE HOUR RATED WALL CONSTRUCTION ■ ■ TWO HOUR RATED WALL CONSTRUCTION EARTH BATT INSULATION CONCRETE RIGID INSULATION GRAVEL SYNTHETIC a�a� oa�a�ao�o STONE METAL STUD STEEL WOOD STUD CMU FRAMING WOOD GYPSUM BLOCKING BOARD GENERAL NOTES I. ALL DIMENSIONS ARE FROM THE FINISHED SURFACE OF NEW WALLS UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL ATTACHED EQUIPMENT, PLUMBING FIXTURES, MILLWORK, CASEWORK, ETC. 3. COORDINATE LOCATIONS OF FIRE EXTINGUISHER CABINETS WITH THE LOCAL FIRE MARSHALL. G.C. SHALL ASSUME FOUR (2) PER BUILDING. 4. PRIOR TO ACCEPTANCE OF THIS WORK, THE CONTRACTOR SHALL VISIT THE SITE AND BE FAMILIAR WITH THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT TO THE ARCHITECT SAMPLES, PRODUCT DATA, AND SHOP DRAWINGS PRIOR TO INSTALLATION. BY DOING SO, THE CONTRACTOR REPRESENTS THAT HE HAS VERIFIED FIELD CONDITIONS AND MEASUREMENTS. 5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS OR OMISSIONS IMMEDIATELY PRIOR TO THE PERFORMANCE OF THE WORK IN QUESTION. 6. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS, WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE OF THOSE ITEMS. 1. ALL SAWCUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND COORDINATED WITH THE LANDLORD PRIOR TO CUTTING/CORING. S. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE INDICATED ON PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT IMMEDIATELY. ALL DIMENSIONS MARKED 'CLEAR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, TILE, SHEET VINYL, WAINSCOT, ETC. S. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE OWNER PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. SUBCONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. 10. COLUMN CENTER LINES ARE SHOWN FOR DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD. Il. ITEMS INDICATED IN THIS SET OF DOCUMENTS BY TENANT ARE NOT A PART OF THIS CONTRACT, AND ARE TO BE FURNISHED AND INSTALLED BY TENANT UNLESS OTHERWISE NOTED. 12. ITEMS INDICATED IN THIS SET OF DOCUMENTS ARE NOT TO BE ALTERED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT OR ENGINEERS. IF ALTERATIONS ARE MADE BY THE OWNER OR CONTRACTOR, THE ARCHITECT AND/OR ENGINEERS ASSUME NO RESPONSIBILITY FOR SUCH CHANGES. 13. TENANTS ARE REQUITED TO SUBMIT FULL SIGN PACKAGES FOR APPROVAL TO LANDLORD AND THE CITY OF WHEAT RIDGE PRIOR TO INSTALLATION OF: ANY SIGNS. A551REVIATION5 AFF ABOVE FINISH FLOOR MAX MAXIMUM ALUM ALUMINUM MTL METAL t AND MIN MINIMUM CONTACT: BOBBY GHISELLI ANGLE M-121 O' ANO ANODIZED (N) NEW ! AT NIG NOT IN CONTRACT NTS NOT TO SCALE BA. BOTTOM OF NO. NUMBER t CENTER LINE OC ON CENTER CONC. CONCRETE OCC OCCUPANT CMU CONCRETE MASONRY UNIT C O N S U LTA N T CONT CONTINUOUS PT PAINTED C.Y. CYLINDER +/- PLUS OR MINUS DECID DECIDUOUS R RADIUS DIA DIAMETER RE: REFER TO DS DOWN SPOUT REAP REINFORCED DWGS DRAWINGS MEP ENGINEERING 6402 S TROY CIRCLE, SUITE 100 SHTG SHEATHING EA EACH SIM SIMILAR ELEC ELECTRIC SPEC SPECIFICATIONS ELEV ELEVATION STL STEEL EQ EQUAL STRUCT STRUCTURAL (E) EXISTING EIFS EXTERIOR INSULATION AND TEMP TEMPERED FINISH SYSTEM TA. TOP OF TA.W. TOP OF WALL FT FEET TYP TYPICAL GA GAUGE W/ WITH GC GENERAL CONTRACTOR GSF GROSS SQUARE FEET HM HOLLOW METAL CODE STATEMENT GOVERNING CODES 2018 INTERNATIONAL BUILDING CODE AND AMENDMENTS 2018 INTERNATIONAL ENERGY CONSERVATION CODE AND AMENDMENTS 2018 INTERNATIONAL FIRE CODE AND AMENDMENTS 2018 INTERNATIONAL MECHANICAL CODE AND AMENDMENTS 2018 INTERNATIONAL PLUMBING CODE AND AMENDMENTS 2018 INTERNATIONAL FUEL AND GAS CODE AND AMENDMENTS 2011 NEC NATIONAL ELECTRICAL CODE 2004 ICC/ANSI AIII.I - 2009 PROJECT DESCRIPTION THE PROJECT IS A TENANT IMPROVEMENT OF A UNIT WITHIN AN EXISTING MIXED USED RETAIL BUILDING FOR AN EXERCISE STUDIO. THE PROJECT INCLUDES 2 NEW UNISEX BATHROOMS, A WATER CLOSET. AND BASIC MEP SERVICES ALSO PROVIDED. CODE DATA OCCUPANCY CLASSIFICATION BUSINESS- B CONSTRUCTION TYPE 1115 -NON SPRINKLERED OCCUPANCY SEPARATION ONE HOUR EXTERIOR WALL PROTECTION BEARING WALL (EXTERIOR AND INTERIOR) TWO- HOUR AT TYPE IIIB BUILDING ALL LOCATIONS ONE-HOUR LESS THAN OR EQUAL TO 10 FEET FROM PROPERTY LINE, NON -RATED GREATER THAN 10 FEET NON-BEARING WALL (EXTERIOR AND INTERIOR) ONE-HOUR LESS THAN OR EQUAL TO 30 FEET FROM PROPERTY LINE, TWO-HOUR LESS THAN 5 FEET FROM PROPERTY LINE AT M OCCUPANCIES NON -RATED GREATER THAN 30 FEET ROOF / CEILING ASSEMBLY REQUIREMENT NON -RATED NUMBER OF STORIES (TABLE 503): ALLOWED PROVIDED TWO (2) TWO (2) OCCUPANT LOAD (TABLE 1004.1.1): SQUARE FOOTAGE SQ. FT. BUILDING -C- (LOWER LEVEL) 8,546 GSF BUILDING -C- (UPPER LEVEL) 9,035 GSF TENANT SPACE 10090: 2,142 GSF FACTORS: STORAGE, MECHANICAL = 300 GROSS SF / OCCUPANT EXERCISE ROOMS - 50 GROSS OF / OCCUPANT OCCUPANT LOAD SQ. FT. FACTOR OCCUPANT LOAD WORKOUT SPACE 1,950 GSF 50 39 BATHROOM/ WATER CLOSET 130 GSF 300 1 TOTAL OCCUPANT LOAD: 40 EXITING REQUIREMENTS: NUMBER OF EXITS (1015): ALLOWED PROVIDED TENANT FINISH: ONE (1) ONE(1) TOILET ROOM REQUIREMENTS: NUMBER OF FIXTURES: FACTORS (TABLE 2902.1k REQUIRED PROVIDED TENANT FINISH: TWO (2) TWO (2) FIRE SPINKLER REQUIREMENTS: FIRE SPRINKLERS NOT REQUIRED. INTERNATIONAL ENERGY CONSERVATION CODE COMPLIANCE METHOD: PRESCRIPTIVE THERMAL ENVELOPE INSULATION MINIMUM REQUIREMENTS SHALL ONLY APPLY TO NEW CONSTRUCTION: (TABLE C402.13) NO NEW EXTERIOR WALLS TO BE CONSTRUCTED. AT ALL EXISTING WALLS PER SECTION 908 IEBC, IECC SHALL ONLY APPLY TO NEW CONSTRUCTION ENVELOPE FENESTRATION MAXIMUM U -FACTOR REQUIREMENTS: (TABLE 0402 4) NEW WINDOW: INTERNATIONAL EXISTING BUILDING CODE COMPLIANCE METHOD: RENVOATION TYPE 2 vIGINITY MAP NOT TO SCALE UJ 21TH AVENUE W 26TH AVENUE NORTH Lu N 7� DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 (Z) COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. OU NER MECHANICAL ENGINEER M-002 O OK26 120 S COLORADO BLVD, SUITE 115ON MEP ENGINEERING 6402 S TROY CIRCLE, SUITE 100 M-004 " C O". 0 GLENDALE, COLORADO 80246 CENTENNIAL, CO 80111' M-100 - CONTACT: BOBBY GHISELLI CONTACT: ALICIA JOHNSON M-121 O' 310-991-9901 303-936-1633 and computations shop not be o permit for, or on approvol of, ony vsofobon to ony of the provisions of the buddlnq rode or of oW City or0naetaes. Permits pnsursrrng to give outhortty to vtolollt or CerKe1 the pravit/ons of the its ARCHITECT RLUMBING ENGINEER DESIGN EDGE, P.G. MEP ENGINEERING 462 S BROADWAY, SUITE 100 6402 S TROY CIRCLE, SUITE 100 � > O DENVER, CO 80209 CENTENNIAL, CO 80111 C O N S U LTA N T CONTACT: ANDY OLREE CONTACT: JONATHAN RODRIGUEZ G 303-260-1211 303-936-1633 N SITE PLANS MU T BE ON SITE FOR INSPECTI ALL Projects are ELECTRICAL ENGINEER ub"ect to Field Inspections MEP ENGINEERING 6402 S TROY CIRCLE, SUITE 100 CENTENNIAL, CO 80111 CONTACT: GABI TOBIN 303-936-1633 MECHANICAL SPECIFICATIONS AND LEGEND M-002 O M-003 MECHANICAL DIAGRAMS M-004 0) M-005 MECHANICAL COMC14ECK M-100 U o M-120 MECHANICAL PLAN M-121 rc) Issue for Construction : 4/15/2020 Validity of oesmit: The issuanw of o permit or approvot of pbns spec4katbra and computations shop not be o permit for, or on approvol of, ony vsofobon to ony of the provisions of the buddlnq rode or of oW City or0naetaes. Permits pnsursrrng to give outhortty to vtolollt or CerKe1 the pravit/ons of the its codes or other ordtn000tt of the City shot not be valid � > O (u Q U G � b.0 V) N -0 0 0 � N DRAWINGINpEX Ur 0�:o COVER COVER COVER SHEET t PROJECT INFORMATION ARCHITECTURAL 01.0 DEMOLITION PLAN A1.0 FLOOR PLAN t INTERIOR ELEVATIONS MECHANICAL M-001 MECHANICAL SPECIFICATIONS AND LEGEND M-002 MECHANICAL SCHEDULES M-003 MECHANICAL DIAGRAMS M-004 MECHANICAL COMC14ECK M-005 MECHANICAL COMC14ECK M-100 MECHANICAL DEMOLITION PLAN M-120 MECHANICAL PLAN M-121 MECHANICAL ROOF PLAN PLUMBING P-001 PLUMBING SPECIFICATIONS AND LEGEND P-002 PLUMBING SCHEDULES P-003 PLUMBING DIAGRAMS P-100 PLUMBING DEMOLITION PLAN P-120 PLUMBING PLAN ELECTRICAL .111'• I. City of W atRidgeOrh6 MMUNr1Y DEVELOPMENT PROJECT NO. 19170 DATE 04/15/20 DRAWN BY MPG APPROVED CHECKED ACO Reviewed for Code Comoiiance Randy Slusser 5/04/2020 REVISED: Plans Examiner Date Issue for Construction : 4/15/2020 Validity of oesmit: The issuanw of o permit or approvot of pbns spec4katbra and computations shop not be o permit for, or on approvol of, ony vsofobon to ony of the provisions of the buddlnq rode or of oW City or0naetaes. Permits pnsursrrng to give outhortty to vtolollt or CerKe1 the pravit/ons of the its codes or other ordtn000tt of the City shot not be valid E-001 ELECTRICAL NOTES AND LEGEND E-002 ELECTRICAL NOTES AND LEGEND E-003 ELECTRICAL COMCHECK E-100 ELECTRICAL DEMOLITION PLAN SHEET TITLE E-120 ELECTRICAL PLANS E-121 ELECTRICAL ROOF PLAN COVER l PROJECT INFORMATION SHEET COVER 15UILPING 13UILpING -C- G2 C3 ( : DMO MON P�,�N DAT SUITE 10080 '/4' -- I'-0' NORTH KEYED DEMOLITION PLAN NOTES Oj DASHED LINES INDICATE REMOVE EXISTING WALLS COMPLETELY. PATCH ADJACENT SURFACES TO RECEIVE NEW FINISHES. O2 DASHED LINES INDICATE REMOVE EXISTING COUNTERTOP PATCH ADJACENT SURFACES TO RECEIVE NEW FINISHES. O3 DASHED LINES INDICATE REMOVE EXISTING PLUMBING FIXTURES AS INDICATED, RE: PLUMBING DRAWINGS. ® REMOVE EXISTING DOOR PER FLOOR PLAN. PATCH SURFACES TO RECEIVE NEW FINISHES. O REMOVE EXISTING CEILING THIS ROOM. REMOVE ALL OVERHEAp SUPPORTS t UNUSED WIRE - REMOVE EXISTING FLOORING THIS ROOM. PATCH SUB -FLOOR AS REQUIRED TO RECEIVE NEW FINISHES. O EXISTING WINDOWS TO REMAIN. PROTECT DURING CONSTRUCTION. ® EXISTING COLUMN TO REMAIN. PROTECT DURING CONSTRICTION. Og EXISTING ENTRY DOOR TO REMAIN. PROTECT DURING CONSTRUCTION. 10 REMOVE EXISTING GYPSUM BOARD ON TENANT SIDE OF DEMISING WALL AND PREPARE EXISTING FRAMING TO RECEIVE NEW CONSTRUCTION PER WALL TYPES. II EXISTING MASONRY DEMISING WALL TO REMAIN. GENERAL DEMOLITION NOTES I. CONTRACTOR SHALL COMPLETE ALL INTERIOR DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER, 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED WALLS, DOORS, EQUIPMENT, CEILINGS t LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL REMOVE ELECTRICAL AND HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. 5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING TO REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. I. PREPARE EXISTING WALLS TO REMAIN FOR INSTALLATION OF NEW FINISHES. 8. CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERED ON SITE. S. REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETELY. 0K Y P�,�N 2 AT SUITE 10080 NOT TO SCALE LOCATION NORTH City of Wheat Ridge Building Division DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 (Z) COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. CONSULTANT CO40-"l 0 0) 0 0 N > 0 Q U N -0 O O � N O �: 000 PROJECT NO. 19170 DATE 04/15/20 DRAWN BY MPG CHECKED ACO REVISED: Issue for Construction: SHEET TITLE DEMOLITION PLAN SHEET D1.1 4/15/20201 C1 C2 C3 4'-EiY 314Y 24'X24' MOP SINK RE:PLUMBING DWGS 5UILDIN BUILDING -C- -B- GYPSUM BOARD— 35'-I' CEILING ON SUSPENDED SY SYSTEM M AT FRAMING8'0' AFF. PAINT EXISTING COLUMN (P-5) � I OPEN TO STRUCTURE Aq / L ABOVE. PATCH ANY HOLES IN EXISTING DECKING TO FLOOR ABOVE. PAINT EXISTING COLUMN (P-5) _11�7 SPRINTING AREA 5102 OOR F�,�N 1 AATUITE 10080 44' = 1'-0' NORTH WORKOUT AREA 8101 PROVIDE GYPSUM BOARD CEILING ON LIGHT GAUGE FRAMING OR 2x4 FRAMING AT 16' O.G. CEILING JOIST TO 10 BEAR ON NEW 36 BATHROOM WALLS 2 AI.I I 10 I 36 , WATER CLOSET 8105 � I UNISEX I � - I 0 Q �v WATER CLOSET I 6105 CA ' UNISEX i 5103 ` 3 5 i All AI.1 I � MIR 4 ALI MIR NW I � ' O Im .J GYPSUM BOARD CEILING ONCx SUSPENDED CEILING FRAMING SYSTEM AT 8'-0' AFF. DENLARGED FLAN AT BATHROOM 1 Vz' = I'-0' HARDWARE CROUPS GROUP -1- 3 EA BUTT HINGES 1 LEVER TYPE HANDLE (STOREROOM FUNCTION) 1 WALL STOP DOOR SILENCERS GROUP -2 - 3 EA BUTT HINGES I LEVER TYPE HANDLE (PRIVACY) 1 12' HIGH KICK PLATE I WALL STOP I DOOR CLOSER DOOR SILENCERS FINI5H NOTE5 P-1: PAINT EGGSHELL - COLOR TO BE DETERMINED BY OWNER AND ARCHITECT FROM FULL RANGE OF COLORS P-2: PAINT SATIN - COLOR TO BE DETERMINED BY OWNER AND ARCHITECT FROM FULL RANGE OF COLORS P-3: PAINT FLAT SHEEN - COLOR TO BE DETERMINED BY OWNER AND ARCHITECT FROM FULL RANGE OF COLORS P-4: PAINT SEMI -GLOSS - COLOR TO BE DETERMINED BY OWNER AND ARCHITECT FROM FULL RANGE OF COLORS P-5: PAINT SEMI -GLOSS - COLOR TO BE DETERMINED BY OWNER AND ARCHITECT FROM FULL RANGE OF COLORS VCT -I VINYL COMPOSITE TILE 12x12. COLOR TO BE DETERMINED WITH OWNER AND ARCHITECT FROM FULL RANGE OF COLORS FRP-I: FIBER REINFORCED PLASTIC- 48' HIGH, WHITE IN COLOR RB -1: 6' HIGH BLACK RUBBER WALL BASE, BLACK IN COLOR CONC-1: EXISTING CONCRETE FLOOR NOTE: NEW GYPSUM 50ARD WALLS AND CEILINGS SHALL HAVE A 'LEVEL 4' SLICK FINISH, PRIMED FOR PAINT MIRROR ADHERED TO BLOCKING SINK t FAUCET RE: PLUMBING DWGS FRP WAINSCOT TO 4'-0' AFF. THIS WALL FLOOR MOUNTED TANK WATER CLOSET RE: PLUMBING DWGS 6' HIGH BASE RB -1 = 18' VERTICAL GRAB BAR PROVIDE FOR IINpISIGININ�WALL FOR SSUP V FRP WAINSCOT TO 4'-0' AFF. THIS WALL 42' MIN. LENGTH GRAS BAR PROVIDE BLOCKING IN WALL FOR SUPPORT TOILET PAPER DISPENSER 6' HIGH BASE- R5-1 INTRIORL E',�TION IN��RIOR ���V,�TION At UNISEX BATHROOM �s' = I'-0' At UNISEX BATHROOM it MIRROR ADHERED TO BLOCKING THIS FULL WALL PAINTED GYSPUM WALL BOARD. P-2 FRP WAINSCOT TO 4'-0' AFF. THIS WALL LAVATORY AND FAUCET RE: PLUMBING DWGS 6' HIGH COVED BASE - RB -1 (: ENLARGED FLAN 3 AT BATHROOM 1 Vz' = I'-0' V RIES. RE: DOOR SCHED LE DOOR -A- SOLID CORE BIRCH WOOD DOOR PAINT GRADE PAINT P-5 FRAME -1- 18 GA 'KNOCK DOWN' HOLLOW METAL FRAME PREFINISHED BLACK 6 DOOR � �R4M� EL�VA710NS WALL TYPE PLAN NOTE 5 X1 EXISTING pEMISING WALL. REMOVE EXISTING GYPSUM BOARD, EXTERIOR X4 EXISTING EXTERIOR WALL. WALL IS FURRED OUT GYPSUM OVER EXISTING WALL TO REMAIN. PATCH AND REPAIR EXISTING FRAMING AS REQUIRED. MASONRY EXTERIOR PATCH AND REPAIR EXISTING GYPSUM AND PROVIDE SOUND BATT INSULATION IN STUD CAVITY AND INSTALL 2 LAYERS PROVIDE A SMOOTH FINISH READY FOR PAINT. GYPSUM WALL BOARD ON INTERIOR SIDE. PROVIDE FIRECAULKING AT TOP OF WALL OR THROUGH ANY PENETRATIONS X2 EXISTING pEMISING WALL. WALL IS EXISTING 8' CMU. PATCH AND REPAIR WALL AS REQUIRED AND FILL ANY HOLES WITH MORTAR TO MAINTAIN EXISTING 2 -HOUR RATING. X3 EXISTING EXTERIOR WALL. WALL IS EXISTING EXPOSED CONCRETE. PATCH AND REPAIR WALL AS REQUIRED AND FILL ANY HOLES WITH MORTAR TO PROVIDE A SMOOTH FINISH. WALL CONSTRUCTION SHALL BE Y GYPSUM WALL BOARD EACH SIDE 3%' 25 GA. METAL STUDS (OR 2X4 WOOD FRAMING) AT 16' O.G. FROM FLOOR TO 8'-0'. PROVIDE SOUND BATT INULATION IN STUD CAVITY. WALL CONSTRUCTION SHALL BE r'/s' GYPSUM WALL BOARD EACH SIDE 6' 25 GA. METAL STUDS (OR 2x(o WOOD FRAMING) AT 16' O.C. FROM FLOOR TO i'-6' PROVIDE SOUND BATT INULATION IN STUD CAVITY. DOOR 5CHEDULE ROOM NO. ROOMNAME DOOR FRAME NORTH WALL EAST WALL NO. SIZE TYPE MAT'L FINISH TYPE MAT'L FINISH HDWR RAT'G GLX'G REMARKS NO. X 3'-O'xl'-0'x13/4' - - - - - - - - - EXISTING EXTERIOR DOOR X 5103 3'-O'xl'-0'x13/4 A HM P-5 1 WM P-4 2 - - - 5103 5104 3'-O'xl'-0'x13/4' A HM P-5 1 WM P-4 2 - - - 5104 5105 2' -0'x1' -0'x13/4' A HM P-5 1 WM P-4 1 - - - 5105 Ur o � 00 NOTE: MOUNT ALL DOOR HANDLES AND LOCKING DEVICES BETWEEN 34' AND 48' A.F.F. ROOM F IN I5H 5GHEDULE ROOM NO. ROOMNAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS ROOM NO. 5101 WORKOUT AREA CONC-1 R5-1 P-1 P-1 P-1 P-1 P-3 PAINT ALL EXPOSED CEILING, STRUCTURE, 4 DUCTWORK P-3 5101 5102 SPRINTING AREA CONC-1 R5-1 P-1 P-1 P-1 P-1 P-3 PAINT ALL EXPOSED CEILING, STRUCTURE, 4 DUCTWORK P-3 5102 5103 UNISEX BATHROOM VCT -I RB -I P-2 FRP-1/P-2 FRP-1/P-2 FRP-1/P-2 P-2 (3) WET WALLS FRP 48' WAINSCOT - PAINT ABOVE 5103 5104 UNISEX BATHROOM VCT -I RB -I -I/P-2 FRP-1/P-2 P-2 FRP-1/P-2 P-2 (3) WET WALLS FRP 48' WAINSCOT - PAINT ABOVE 5104 5105 WATER ROOM CONC-I R5-1 P -I P -I P -I P-1 P-2 - 5105 City of Wheat Ridge Building Division DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 (Z) COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. 401� c041� g_N CONSULTANT PROJECT NO. O DATE 04/15/20 DRAWN BY MPG CHECKED ACO U o � > O (u Q U G � b.0 V) N � O OWN Ur o � 00 PROJECT NO. 19170 DATE 04/15/20 DRAWN BY MPG CHECKED ACO REVISED: Issue for Construction: 4/15/2020 SHEET TITLE FLOOR PLAN & INTERIOR ELEVATIONS SHEET DIVISION 220000 - PLUMBING SPECIFICATIONS BASIC MECHANICAL REQUIREMENTS QUALITY ASSURANCE: 1. IF MANUFACTURER'S MATERIAL OR EQUIPMENT IS LISTED IN SCHEDULES OR ON DRAWINGS, THEY ARE TYPES TO BE PROVIDED FOR ESTABLISHMENT OF SIZE, CAPACITY, GRADE, AND QUALITY. IF OTHER ACCEPTABLE MANUFACTURERS ARE USED, COST OF ANY CHANGE IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. 2. EQUIPMENT SHALL CONFORM TO STATE AND/OR LOCAL ENERGY CONSERVATION STANDARDS. 3. COMPLY WITH RULES AND REGULATIONS OF LOCAL UTILITY COMPANIES. INCLUDE COST OF VALVES, VALVE BOXES, METER BOXES, METERS, ACCESSORY EQUIPMENT REQUIRED FOR PROJECT. INTENT AND INTERPRETATIONS: 1. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO RESULT IN A COMPLETE MECHANICAL INSTALLATION IN COMPLETE ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED PIPE, OFFSET, TRANSITION, ETC. ITEMS NOT SPECIFICALLY MENTIONED IN THE SPECIFICATION OR NOTED ON THE DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. 3. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. IF THERE IS A CONFLICT IN THE CONTRACT DOCUMENTS, THE MORE DEMANDING AND COSTLY DESIGN SHALL BE SELECTED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL IMMEDIATELY PRESENT THE CONFLICT FOUND IN THE CONTRACT DOCUMENTS TO THE ARCHITECT/ENGINEER FOR RESOLUTION. IF THE RESOLUTION FAVORS A LESS COSTLY DESIGN, THE CONTRACTOR WILL BE REQUIRED TO REIMBURSE THE DIFFERENCE IN COST. 4. DRAWINGS SHALL NOT BE SCALED FOR ROUGH -IN MEASUREMENTS OR USED AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS. 5. BEFORE ANY WORK IS INSTALLED, DETERMINE THAT EQUIPMENT WILL PROPERLY FIT THE SPACE, THAT REQUIRED CLEARANCES CAN BE MAINTAINED AND THAT EQUIPMENT CAN BE LOCATED WITHOUT INTERFERENCES BETWEEN SYSTEMS, WITH STRUCTURAL ELEMENTS, OR WITH THE WORK OF OTHER TRADES. 6. IF CONFLICTS ARE DISCOVERED IN CONTRACT DOCUMENTS AS WORK PROGRESSES, SUBMIT A SET OF DRAWINGS MARKED WITH RED PENCIL SHOWING RECOMMENDED MODIFICATIONS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. JOB CONDITIONS: 1. CONFER, COOPERATE, AND COORDINATE WORK WITH OTHER TRADES. COORDINATE CEILING CAVITY SPACE CAREFULLY WITH ALL TRADES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AS WELL AS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS THE CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. PERMITS AND FEES: 1. ARRANGE AND PAY FOR ALL INSPECTIONS, PERMITS, LICENSES, CERTIFICATES, AND FEES REQUIRED IN CONNECTION WITH WORK. SUBMITTALS AND SHOP DRAWINGS: 1. CONFORM TO REQUIREMENTS OF DIVISION 1 AND FOLLOWING PARAGRAPHS. 2. SUBMITTALS SHALL INCLUDE CATALOG CUT -SHEETS AND MANUFACTURER'S DATA SHEETS, 3. PRIOR TO ORDERING EQUIPMENT OR BEGINNING INSTALLATION WORK, ASSEMBLE, PREPARE, AND FURNISH SUBMITTALS AND SHOP DRAWINGS REQUIRED FOR PROJECT. FURNISH SUBMITTALS AND SHOP DRAWINGS AS REQUIRED BY INDIVIDUAL SECTIONS OF SPECIFICATIONS. 4. CONTRACTOR SHALL THOROUGHLY CHECK SUBCONTRACTORS' OR VENDORS' SUBMITTALS AND SHOP DRAWINGS AND, AFTER APPROVING THEM, SUBMIT THEM FOR REVIEW. SUBMITTALS AND SHOP DRAWINGS THAT DO NOT BEAR CONTRACTOR'S REVIEW STAMP WILL BE RETURNED NOT REVIEWED. 5. IF DISCREPANCIES BETWEEN SUBMITTALS, SHOP DRAWINGS, AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS AND SHOP DRAWINGS ARE REVIEWED, REQUIREMENTS OF CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. SUBMITTALS AND SHOP DRAWINGS WHICH ARE SUBMITTED, BUT WHICH ARE NOT REQUIRED BY CONTRACT DOCUMENTS, WILL BE RETURNED NOT REVIEWED. 6. SUBMITTALS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC EQUIPMENT WITH NUMBERS OR LETTERS IDENTICAL TO THOSE LISTED OR SCHEDULED ON THE DRAWINGS OR SPECIFICATIONS. RECORD DOCUMENTS: 1. KEEP IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION, A CURRENT SET OF DOCUMENTS INDICATING CHANGES THAT HAVE BEEN MADE TO THE CONTRACT DOCUMENTS. 2. UPON COMPLETION OF WORK, SUBMIT THE COMPLETE SET OF RECORD DOCUMENTS TO THE ARCHITECT. PROTECTION OF EQUIPMENT: 1. PROTECT MATERIALS AND EQUIPMENT FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT, AND THE ELEMENTS FROM TIME OF SHIPMENT TO TIME INSTALLATION IS ACCEPTED BY OWNER. GUARANTEE: 1. GUARANTEE MATERIALS, WORKMANSHIP, AND OPERATION OF EQUIPMENT INSTALLED FOR PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF ENTIRE WORK. REPAIR OR REPLACE ANY PART OF WORK WHICH SHOWS DEFECT DURING THAT TIME. 2. BE RESPONSIBLE FOR DAMAGE TO PROPERTY OF OWNER OR TO WORK OF OTHER CONTRACTORS DURING CONSTRUCTION AND GUARANTEE PERIOD. 3. FURNISH EQUIPMENT WARRANTIES TO OWNER. MECHANICAL EQUIPMENT WIRING AND CONNECTIONS: 1. VOLTAGE CHARACTERISTICS SHALL BE AS IN ELECTRICAL DIVISION OF SPECIFICATIONS AND ON ELECTRICAL DRAWINGS. TEMPORARY FACILITIES: 1. USE OF EXISTING EQUIPMENT FOR TEMPORARY HEATING OR COOLING: DO NOT USE NEW OR EXISTING BUILDING EQUIPMENT WITHOUT WRITTEN PERMISSION FROM OWNER. INSPECTIONS: 1. DO NOT COVER UP OR ENCLOSE WORK UNTIL INSPECTED, TESTED, AND APPROVED. ANY WORK ENCLOSED OR COVERED UP BEFORE SUCH APPROVAL SHALL BE UNCOVERED, TESTED, AND APPROVED. ACCESS DOORS: 1. FURNISH HINGED STEEL ACCESS DOORS WITH CONCEALED LATCH, WHETHER SHOWN OR NOT, IN WALLS AND PLASTER OR GYPSUM BOARD CEILINGS FOR ACCESS TO CONCEALED VALVES, SHOCK ARRESTERS, AIR VENTS, MOTORS, FANS, BALANCING VALVES, OR OTHER OPERATING DEVICES REQUIRING ADJUSTMENT OR SERVICING. 2. ACCESS DOOR SHALL BE SIZE OF EQUIPMENT TO BE REMOVED OR 24" BY 24" IF USED FOR SERVICE ONLY. INSTALLATION: 1. WORKMANSHIP SHALL BE FIRST QUALITY. APPEARANCE OF WORK SHALL BE OF EQUAL IMPORTANCE TO ITS MECHANICAL OPERATION. LACK OF QUALITY WORKMANSHIP SHALL BE REASON FOR REJECTION OF SYSTEM IN PART OR IN WHOLE. 2. INSTALL SO THAT ALL VALVES AND EQUIPMENT CAN BE EASILY ACCESSED AND SERVICED BY ADEQUATE CLEARANCE, INSTALLATION OF ACCESS DOORS, UNIONS IN PIPING, OR OTHER METHODS. 3. COMPLETE INSTALLATION SHALL FUNCTION SMOOTHLY AND NOISELESSLY. 4. INSTALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES OR REGULATIONS. 5. PLACE OR REPLACE ALL EQUIPMENT NAMEPLATES WHERE THEY CAN BE SEEN AND READ WITHOUT DIFFICULTY. 6. FLUSH PIPES FREE OF FOREIGN SUBSTANCES BEFORE INSTALLING VALVES OR MAKING FINAL CONNECTIONS. CLEAN ALL PIPING AND EQUIPMENT. COMPLETION: 1. CLEAN INSULATION COVERING, PIPES, EQUIPMENT, AND ACCESSORIES TO RECEIVE PRIME COAT OF PAINT. CLEAN EQUIPMENT RECEIVED WITH PRIME COAT TO RECEIVE FINAL COAT. 2. INSTRUCT OWNER IN OPERATION AND MAINTENANCE OF PLUMBING SYSTEMS. MINIMUM PARTICIPANTS SHALL INCLUDE PLUMBING CONTRACTOR AND CONTROLS CONTRACTOR REPRESENTATIVES. 3. AFTER TESTS AND ADJUSTMENTS HAVE BEEN MADE AND SYSTEMS PRONOUNCED SATISFACTORY FOR PERMANENT OPERATION, REFINISH DAMAGED FINISH AND LEAVE EVERYTHING IN PROPER WORKING ORDER AND APPEARANCE. 4. ON COMPLETION OF WORK, REMOVE TOOLS, SCAFFOLDING, DEBRIS, ETC., FROM GROUNDS AND LEAVE PREMISES CLEAN. OPERATION AND MAINTENANCE MANUALS: 1. PRIOR TO COMPLETION OF PROJECT, SUBMIT THREE (3) SETS OF MAINTENANCE MANUALS COVERING OPERATION AND MAINTENANCE OF MECHANICAL EQUIPMENT WITH MOVING OR MOVABLE PARTS, INCLUDING PLUMBING SYSTEMS. INSTRUCTIONS SHALL BE IN PAMPHLET OR TYPEWRITTEN FORM IN THREE RING BINDERS. INSTRUCTIONS FOR EACH UNIT SHALL BE INDICATED BY SEPARATE TAB. 2. INCLUDE STARTING, STOPPING, LUBRICATION, PREVENTATIVE MAINTENANCE SCHEDULE, AND ADJUSTMENT INFORMATION FOR EACH PIECE OF EQUIPMENT. PIPE AND PIPE FITTINGS QUALITY ASSURANCE A. WELDING MATERIALS AND LABOR SHALL CONFORM TO ASME CODE FOR PRESSURE PIPING AND APPLICABLE STATE LABOR REGULATIONS. B. USE WELDERS FULLY QUALIFIED AND LICENSED BY STATE AUTHORITIES. FURNISH CERTIFICATION FROM APPROVED TESTING AGENCY OR NATIONAL CERTIFIED PIPE WELDING BUREAU THAT WELDERS PERFORMING WORK ARE CERTIFIED. C. ALL PIPING MATERIALS SHALL COMPLY WITH LOCAL CODES. UNIONS AND COUPLINGS A. 2" AND SMALLER: 125 PSI CAST IRON FOR THREADED FERROUS PIPING; BRONZE FOR COPPER OR BRASS PIPE, SOLDERED JOINTS. B. 2-1/2" AND LARGER: 150 PSI FORGED STEEL FLANGES, RAISED FACE WITH WELDING NECK, FOR FERROUS PIPING; BRONZE FLANGES FOR COPPER OR BRASS PIPING. GASKETS FOR WATER PIPING TO 140 F EQUAL TO GARLOCK PREMIUM GRADE STYLE 22 RED RUBBER, 1/16" THICK. GASKETS FOR NATURAL GAS EQUAL TO GARLOCK BLUE-GARD STYLE 3000 SYNTHETIC FIBER WITH NITRILE BINDER, 1/16" THICK. GASKETS FOR CONDENSATE, AND WATER ABOVE 140 F AS MANUFACTURED BY FLEXITALLIC. C. DIELECTRIC UNIONS AND FLANGES: EPCO OR EQUAL HAVING PROPER GASKET MATERIAL FOR CONNECTION OF DISSIMILAR METALS. UNIONS, 2" AND SMALLER; DIELECTRICALLY GASKETED FLANGES, 2-1/2" AND LARGER. USE DIELECTRIC CONNECTIONS WHEREVER JOINING DISSIMILAR METALS IN OPEN DOMESTIC WATER SYSTEMS. EXECUTION A. VERIFY LOCATION(S) OF ALL AIR PLENUMS. ALL PIPING AND SUPPORT MATERIALS INSTALLED IN AIR PLENUMS SHALL BE PLENUM -RATED. DO NOT INSTALL SPECIFIED NON -PLENUM -RATED MATERIALS IN AIR PLENUMS; USE PLENUM -RATED OPTIONS. B. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN PROPER SLOPE. C. CONCEAL PIPING IN WALLS OR ABOVE CEILING UNLESS OTHERWISE NOTED. D. MAINTAIN FOLLOWING PIPE SLOPES UNLESS OTHERWISE NOTED ON DRAWINGS: • COOLING COIL CONDENSATE DRAIN PIPING: 1/8" DOWN PER LINEAR FOOT IN THE DIRECTION OF FLOW. • SANITARY WASTE 2-1/2" AND SMALLER: 1/4" DOWN PER 1'-0" IN DIRECTION OF FLOW. • SANITARY WASTE 3 AND LARGER: 1/8 DOWN PER V-0" IN DIRECTION OF FLOW. • GREASE WASTE: 1/4" DOWN PER V-0" IN DIRECTION OF FLOW. • SANITARY VENT PIPING, ALL SIZES: GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITY TO THE DRAINAGE PIPE IT SERVES. • STORM DRAIN PIPING, ALL SIZES: 1/8" DOWN PER V-0" IN DIRECTION OF FLOW. E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE OR CONNECTED EQUIPMENT. F. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND FOR ACCESS TO VALVES, AIR VENTS, DRAINS, UNIONS. G. INSTALL SAME TYPE PIPING MATERIAL SPECIFIED FOR INSIDE BUILDING TO 5'-0" OUTSIDE BUILDING. H. MAKE CONNECTIONS TO EQUIPMENT WITH UNIONS OR FLANGES. STEEL PIPE CONNECTIONS A. 2" AND SMALLER - THREADED; 2-1/2" AND LARGER - WELDED. B. DO NOT USE MITERED AND WELDED ELBOWS IN LIEU OF FITTINGS. C. DIE CUT THREADED JOINTS WITH FULL CUT STANDARD TAPER PIPE THREADS WITH 1/2" WIDE WHITE TEFLON PIPE JOINT SEALANT TAPE APPLIED TO MALE THREADS ONLY. D. USE ONLY MALLEABLE IRON THREADED PIPE FITTINGS FOR GAS PIPING. E. USE BUTT WELD FITTINGS FOR WELDED STEEL PIPES. USE OXYACETYLENE OR ELECTRIC ARC PROCESS. CAST IRON PIPE CONNECTIONS A. JOINTS FOR BELL AND SPIGOT PIPES: NEOPRENE GASKETING SYSTEM WITH "TY -SEAL" WATER SOLUBLE LUBRICANT. B. JOINTS FOR PLAIN END PIPE ABOVE GRADE: STAINLESS STEEL BAND TYPE GASKET AND CLAMP MECHANICAL FASTENER. C. USE HUBLESS PIPING ABOVE GRADE ONLY. COPPER PIPE CONNECTIONS A. 2-1/2" AND SMALLER: USE 15% SILVER BRAZING ALLOY AND SILVER BRAZING FLUX ON BELOW -GRADE JOINTS. USE 95% TIN, 5% ANTIMONY LEAD-FREE SOLDER AND ASTM B813-91 NON -CORROSIVE STM 1.0 FLUX ON JOINTS. APPLY FLUX ON CLEANED END OF PIPE AND INSIDE FITTINGS WITH SMOOTH EVEN COATS. B. 3" AND LARGER: USE 15% SILVER BRAZING ALLOY AND SILVER BRAZING FLUX. APPLY FLUX ON CLEANED END OF PIPE AND INSIDE FITTINGS WITH SMOOTH EVEN COATS. APPLICATION OF PIPING SYSTEMS: VALVES (CONTINUED) GAS VALVE A. IRON OR FORGED BRASS BODY INDOORS, BRONZE OR FORGED BRASS BODY OUTDOORS. B. FORGED BRASS BALL VALVE. CERTIFIED TO CSA, ASME B16.33, AND UL FOR GAS PIPING SYSTEMS. DRAIN VALVE A. BALL VALVE WITH NIPPLE, CAP, HOSE THREAD. INSTALLATION A. PROVIDE VALVES SUITABLE TO CONNECT TO ADJOINING PIPING AS SPECIFIED FOR PIPE JOINTS. USE PIPE SIZE VALVES. B. 2" AND SMALLER: THREADED OR SOLDERED. C. 2-1/2" AND LARGER: FLANGED. D. SOLDER OR SCREW TO SOLDER ADAPTERS FOR COPPER TUBING. E. PROVIDE DRAIN VALVES AT MAIN SHUT-OFF VALVES, LOW POINTS OF PIPING AND APPARATUS. F. USE SPRING LOADED CHECK VALVES AT PUMPS AND WHERE INSTALLED IN VERTICAL POSITION. SUPPORTS. ANCHORS. SEALS REFERENCE STANDARDS A. PIPE SUPPORTS: ANSI B31.1, POWER PIPING. INSERTS A. MALLEABLE IRON CASE, GALVANIZED STEEL SHELL, EXPANDER PLUG FOR THREADED CONNECTION WITH LATERAL ADJUSTMENT, TOP SLOT FOR REINFORCING RODS, LUGS FOR ATTACHING TO FORMS. USE INSERTS AND ANCHORS SUITABLE FOR TYPE OF STRUCTURAL CONDITIONS AND COMPONENTS. PIPE HANGERS AND SUPPORTS A. HANGERS, PIPE SIZES TO 1-1/2": ADJUSTABLE STEEL RING (INSULATED PIPE) OR BAND (UNINSULATED PIPE). B. HANGERS, HOT PIPE SIZES 2" TO 4" AND ALL COLD PIPE SIZES: ADJUSTABLE STEEL CLEVIS. C. WALL SUPPORT, PIPE SIZES TO 3": CARBON STEEL HOOK. D. WALL SUPPORT, PIPE SIZES 4" AND OVER: WELDED STEEL BRACKET AND PIPE STRAP. ADJUSTABLE STEEL YOKE PIPE ROLL OR ROLLER CHAIR FOR HOT PIPE SIZES 5" AND OVER. E. VERTICAL SUPPORT: STEEL RISER CLAMP. F. FLOOR SUPPORT, HOT PIPE SIZES TO 4" AND ALL COLD PIPE SIZES: CARBON STEEL, ADJUSTABLE PIPE SADDLE, LOCKNUT NIPPLE, FLOOR FLANGE, CONCRETE PIER OR STEEL SUPPORT SIZED FOR PIPE ELEVATION. G. FOR PIPE SIZES 1-1/2" AND SMALLER, PROTECT INSULATED HORIZONTAL PIPE AT POINT OF SUPPORT BY 180 DEGREE, 12" LONG SHEET METAL SHIELD. NO HANGER SHALL PENETRATE OR CRUSH INSULATING MATERIAL. H. FOR PIPE SIZES 2" AND LARGER, PROTECT INSULATED HORIZONTAL PIPE AT POINT OF SUPPORT BY 180 DEGREE, 12" LONG GALVANIZED SHEET METAL SHIELD SURROUNDING 180 DEGREE INSERT OF HIGH DENSITY CALCIUM SILICATE INSULATION OF SAME THICKNESS AS ADJOINING PIPE INSULATION. ON COLD PIPING, EXTEND INSULATION INSERT 1" BEYOND SHEET METAL SHIELD AT EACH END. OVERSIZE HANGERS TO ACCOMMODATE SHIELDED INSERTS. NO HANGER SHALL PENETRATE OR CRUSH INSULATING MATERIAL. AT CONTRACTOR'S OPTION, PRE -MANUFACTURED THERMAL HANGER SHIELDS WITH INTEGRAL VAPOR BARRIER, EQUIVALENT TO VALUE ENGINEERED PRODUCTS PRO -SHIELD OR PRO -SHIELD N/T, MAY BE UTILIZED. FOR EXTERIOR INSTALLATIONS USE WEATHER SHIELD WITH ALUMINUM JACKET. I. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING WHERE PIPING AND HANGER ARE IN DIRECT CONTACT WITH ONE ANOTHER. PIPE HANGER RODS A. THREADED STEEL. PIPE HANGERS AND SUPPORTS A. SUPPORT HORIZONTAL PIPING AS FOLLOWS: SERVICE MATERIAL EQUIPMENT DRAINS COPPER, TYPE M AND OVERFLOWS OR DWV, HARD DRAWN SANITARY DRAIN AND VENT COPPER, TYPE DWV, HARD DRAWN; CAST IRON; SCHEDULE 40 PVC ABOVE SLAB -ON -GRADE (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) SANITARY DRAIN AND VENT, BELOW CAST IRON; SCHEDULE 40 PVC SLAB -ON -GRADE INSIDE BUILDING (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) STORM DRAIN CAST IRON; SCHEDULE 40 PVC INSIDE BUILDING (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) DOMESTIC WATER COPPER, TYPE L, UNBURIED HARD DRAWN DOMESTIC WATER CROSS-LINKED POLYETHYLENE (PEX) BURIED ASTM F877 FOR DOMESTIC HOT AND COLD WATER DOMESTIC WATER SEAMLESS BRASS PIPE, EXPOSED AT FIXTURES CHROME PLATED GAS PIPING SCHEDULE 40 BLACK STEEL CAST IRON PIPING AND FITTINGS: A. CAST IRON PIPING SHALL BEAR THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND LISTED BY NSF INTERNATIONAL.. B. HUBLESS STANDARD DUTY CAST IRON PIPE AND FITTINGS SHALL CONFORM TO CISPI 310 AND LISTED BY NSF INTERNATIONAL. UNDERGROUND PIPE INSTALLATION A. PROTECT STEEL PIPE INSTALLED BELOW GRADE AND TO MINIMUM 6" ABOVE GRADE WITH FACTORY APPLIED COVERING, PRO -CO FELT AND PIPE LINE ENAMEL NO.4 DOUBLE WRAP OR X -TRU -COAT PLASTIC COATING. PROTECT FIELD JOINTS ON STEEL PIPE BY WITH TAPECOAT COMPANY PRIME COAT AND ONE LAYER OF TAPECOAT #20 HEAT APPLIED, 62 MIL TAPE PER MANUFACTURER'S RECOMMENDATIONS. B. PROVIDE THRUST BLOCK AT ALL DIRECTION CHANGES ON PRESSURE PIPE. C. BURY ALL OUTSIDE WATER PIPING MINIMUM V-0" BELOW GRADE TO TOP OF PIPE. D. BURY ALL OUTSIDE GAS PIPING MINIMUM 1'-6" BELOW GRADE TO TOP OF PIPE. SUBMITTALS A. FURNISH MANUFACTURER'S SUBMITTAL DATA FOR VALVES. B. VALVES SHALL BE OF SAME MANUFACTURER WHERE POSSIBLE. VALVE SEATS AND MATERIALS SHALL BE SUITABLE FOR SERVICE INTENDED. ACCEPTABLE MANUFACTURES A. BALL VALVE: APOLLO, KITZ, NIBCO. B. GAS VALVE: DEZURIK. RATINGS A. UNLESS OTHERWISE INDICATED, VALVES SHALL BE SUITABLE FOR 200 PSIG WOG AND 250 F. SHUTOFF VALVE A. BALL VALVE, ALL SIZES: TWO-PIECE BRONZE OR FORGED BRASS BODY WITH PTFE SEATS, PRESSURE RATED TO 150 SWP/600 WOG, FULL PORT, BLOWOUT -PROOF STEM AND POSITIVE SHUT-OFF. PACKING GLAND WITH PTFE PACKING. STEM EXTENSION WHERE INSULATED, LOCKABLE HANDLE. BALANCING VALVE A. FULL PORTED BALL VALVE WITH BALANCING STOPS. CHECK VALVE A. 2" AND SMALLER: BRONZE, SWING DISC, SOLDER OR THREADED ENDS. B. 2-1/2" AND LARGER: IRON BODY, BRONZE TRIM, SWING DISC, RENEWABLE DISC AND SEAT, FLANGED ENDS. C. SPRING LOADED, SILENT TYPE, CAST IRON BODY WITH BUNA-N SEATS SUITABLE FOR 250F. WAFER AND DISCS OF ALUMINUM, BRONZE, OR DUCTILE IRON. SHAFT AND SPRINGS TYPE 316 STAINLESS STEEL. NOMINAL MAXIMUM HANGER SPACING HANGER ROD PIPE SIZE STEEL COPPER SCHEDULE 40 PVC DIAMETER 1-1/2" AND 6'-0" 6-0" 4'-0" 3/8" SMALLER ROOF DRAIN, OVERFLOW DRAIN PIPING (VERTICAL LEADER FROM DRAIN BOWLS, AND ALL HORIZONTAL) ALL 1/2" ROOF DRAIN, OVERFLOW DRAIN BOWL 2" TO 4" 10'-0" 10'-0" 4'-0" 318- 5" TO 8" 10'-0" 10'-0" 4'-0" 1/2" A. INSTALL HANGERS TO PROVIDE MINIMUM 1/2" CLEAR SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK, EXCEPT WHERE UL LISTING FOR FIRE RATED CEILING REQUIRES 4" MINIMUM SEPARATION. B. SUPPORT HORIZONTAL CAST IRON HUB AND SPIGOT PIPE WITHIN V-0" OF EACH HUB AND WITH 6-0" MAXIMUM SPACING BETWEEN HANGERS, EXCEPT THAT PIPE EXCEEDING 5'-0" IN LENGTH SHALL BE SUPPORTED AT INTERVALS NO GREATER THAN 10'-0". SUPPORT HORIZONTAL NO -HUB CAST IRON PIPE RUNS AT EACH FITTING AND AT EACH LENGTH OF PIPE LESS THAN 4'-0" WITH AT LEAST ONE HANGER. SUPPORT HORIZONTAL NO -HUB PIPES LONGER THAN 4'-0" ON BOTH SIDES OF EACH JOINT. C. PLACE HANGER WITHIN V-6" OF EACH ELBOW OR TEE. D. SUPPORT VERTICAL PIPING AT EVERY FLOOR. SUPPORT VERTICAL SOIL PIPE AT EACH FLOOR AT HUB. SUPPORT NO -HUB PIPE SO WEIGHT IS CARRIED FROM PIPE TO SUPPORT AND NOT FROM JOINT TO SUPPORT. SUPPORT 2" AND SMALLER PIPES MIDWAY BETWEEN FLOORS WITH RESTRAINTS ADEQUATE TO PREVENT PERPENDICULAR AXIAL MOVEMENT. E. SUPPORT EACH BRANCH PIPE TO EQUIPMENT AT TAKE -OFF AND WITHIN 12" OF TERMINATION. F. PROVIDE GALVANIZED STEEL INSULATION PROTECTION SADDLES AT ALL SUPPORT POINTS FOR INSULATED PIPES ON TRAPEZE HANGERS. G. ANCHOR ALL SUPPORTING LUGS OR GUIDES TO BUILDING STRUCTURE. H. ANCHOR AND SUPPORT WATER CONNECTIONS TO PLUMBING FIXTURES, IN PIPE CHASES OR WALLS, TO FIXTURE CARRIERS OR WASTE AND VENT PIPING. SUPPORTS SHALL BE SIMILAR TO ADJUSTO-SPACER SYSTEM AS MANUFACTURED BY THOMAS INDUSTRIES. PLACE ADJUSTO-SPACERS EVERY 10'-0" ON VERTICAL PIPE AND EVERY 6-0" ON HORIZONTAL PIPE. INSULATE PIPE AREA IN CONTACT WITH ADJUSTO-SPACERS WITH DUCT TAPE, FELT LINER, OR PLASTIC LINER MATERIAL. FLASHING AND SAFING A. WHERE EXPOSED PIPING PASSES THROUGH WALLS, FLOORS, ROOFS, PROVIDE CHROME PLATED OR STAINLESS STEEL ESCUTCHEON FOR PIPING. B. FLASH AND COUNTERFLASH WHERE MECHANICAL EQUIPMENT PASSES THROUGH WEATHER- OR WATER -PROOFED WALLS, FLOORS, ROOFS. C. PROVIDE PRE -MANUFACTURED PIPE BOOT FOR VENT AND/OR WASTE STACKS PASSING THROUGH ROOF. SECURE BOOT TO PIPE WITH STAINLESS STEEL BAND CLAMP OR OTHER CLAMPING DEVICE AS APPROVED BY ROOFING MANUFACTURER, RE: ARCHITECT. SLEEVES A. PROVIDE PIPE SLEEVES TO APPLICABLE TRADES WITH PRECISE ROUGH -IN LOCATIONS FOR PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION. UNLESS OTHERWISE INDICATED, SLEEVES SHALL BE OF SIZE TO PROVIDE FROM 1/4" TO 1" CLEARANCE BETWEEN BARE PIPE AND SLEEVE. WHERE PIPE PASSES THROUGH CONCRETE FLOOR, EXTEND SLEEVE MINIMUM 1" ABOVE FINISHED FLOOR. B. SLEEVES IN BEARING WALLS, WATERPROOF MEMBRANE FLOORS, WET AREAS SHALL BE STEEL PIPE OR CAST IRON PIPE. SLEEVES IN NON-BEARING WALLS, FLOORS, CEILINGS SHALL BE STEEL PIPE OR CAST IRON PIPE. C. WHERE UNINSULATED PIPES PENETRATE BEARING WALLS (EXCLUDING FOUNDATIONS), FIRE RATED WALLS, PARTITIONS, FLOORS, PACK AND SEAL ENTIRE SPACE BETWEEN PIPE AND SLEEVE WITH DOW CORNING 3-6548 SILICONE RTV FOAM, OR 1" MINIMUM THICKNESS OF 3M FIRE BARRIER, CP -25 CAULK, OR 303 PUTTY ON EACH SIDE OF OPENING. D. ENCASE ALL INSULATED PIPES PENETRATING FIRE WALLS AND FLOORS IN 360 DEGREE METAL -SHIELDED INSULATION INSERTS AS MANUFACTURED BY VALUE ENGINEERED PRODUCTS. PACK AND SEAL SPACE BETWEEN SHIELD AND SLEEVE PER PRECEDING PARAGRAPH. EXTEND INSULATION INSERT ON ALL DOMESTIC WATER LINES 1" BEYOND SHEET METAL SHIELD. E. PIPE TO SLEEVE CLOSURE FOR PIPES PENETRATING FOUNDATIONS, WATERPROOFING MEMBRANE FLOORS, WET AREAS SHALL BE "LINK -SEAL." METERS AND GAUGES SUBMITTALS A. FURNISH MANUFACTURER'S SUBMITTAL DATA FOR: THERMOMETERS, PRESSURE GAUGES, FLOW MEASURING DEVICES, TEST PLUGS. PORTABLE INSERTION TYPE THERMOMETERS A. 5" STEMS, ACCURATE WITHIN 1% OVER DIAL RANGE, HERMETICALLY SEALED. CONSTANT READ THERMOMETERS A. MERCURY FREE THERMOMETER: 9" ALUMINUM CASE, NON-TOXIC HEAT TRANSFER MEDIUM -FILLED TUBE, SEPARABLE SOCKET CONNECTION, EXTENSION NECK TO CLEAR INSULATION, SWIVEL ANGLE STEM, FULLY ADJUSTABLE, ACCURATE WITHIN 1 % OVER DIAL RANGE. PORTABLE INSERTION TYPE PRESSURE GAUGES A. 4-1/2" DIAL, PHOSPHOR -BRONZE BOURDON TUBE, STAINLESS STEEL MOVEMENT, ACCURATE WITHIN 1/2% OVER SCALE RANGE. CONSTANT READ PRESSURE GAUGES A. 4-1/2" OR 5" DIAL, STANDARD BLACK CASE, BRASS PRESSURE SNUBBER AND NEEDLE VALVE. ACCURATE WITHIN 1% OVER MIDDLE HALF OF SCALE RANGE, 2% OVER REMAINDER. FLOW MEASURING DEVICE A. ORIFICE OR VENTURI TYPE, FACTORY ASSEMBLED WITH 300 PSIG RATED BALL VALVE OR 125 PSIG RATED MULTI -TURN GLOBE VALVE WITH ADJUSTABLE MEMORY STOP. SCHRADER TYPE PRESSURE TEST PORTS AND CAPS WITH PORT EXTENSIONS. CHAINED METAL TAG INDICATING LOCATION, GPM, AND METER READING. INSTALLATION A. MOUNT THERMOMETERS TO BE EASILY READ FROM FLOOR. B. INSTALL FLOW MEASURING DEVICES PER MANUFACTURER'S RECOMMENDATIONS. C. FURNISH METERING STATION WITH PERMANENT METAL TAG MARKED WITH STATION DESIGNATION, GPM, METER READING FOR GPM. MECHANICAL INSULATION GENERAL A. ADHESIVES AND INSULATION MATERIALS: COMPOSITE FIRE AND SMOKE HAZARD RATINGS MAXIMUM 25 FOR FLAME SPREAD AND 50 FOR SMOKE DEVELOPED. ADHESIVES SHALL BE WATERPROOF. PIPE INSULATION A. HEAVY DENSITY ONE-PIECE FIBERGLASS, FACTORY APPLIED VAPOR BARRIER JACKET, DOUBLE SURFACE ADHESIVE SELF-SEALING LAP, "K" FACTOR 0.23 AT 75 F MEAN TEMPERATURE. INSULATION EXPOSED TO WEATHER: PROTECT INSULATION WITH WEATHERPROOF METAL JACKET. JACKET SHALL BE FACTORY APPLIED ALUMINUM, 0.016" THICK, WITH LAMINATED VAPOR BARRIER AND "Z" GROOVE WATERTIGHT SEAL. SEAL EACH JOINT WITH SNAP STRAPS CONTAINING PERMANENT PLASTIC SEALING COMPOUND. SECURE WITH 1/2" WIDE STAINLESS STEEL BANDS. INSULATE FITTINGS WITH MITERED SECTIONS OF SAME MATERIAL. SEAL JOINTS WITH SEALING COMPOUND AND PREFORMED ALUMINUM BANDS. INSTALLATION A. INSULATION SHALL BE CONTINUOUS THROUGH INSIDE WALLS. PACK AROUND PIPES WITH FIREPROOF SELF-SUPPORTING INSULATION MATERIAL, FULLY SEALED. B. FINISH INSULATION NEATLY AT HANGERS, SUPPORTS, OTHER PROTRUSIONS, AND WHERE THE INSULATION BREAKS FOR SERVICE OR ACCESS REQUIREMENTS. C. DO NOT COVER PIPING UNTIL TESTED. D. REMOVE AND REAPPLY INSULATION IF, IN OPINION OF ARCHITECT, IT HAS NOT BEEN INSTALLED IN FIRST CLASS WORKMANLIKE MANNER. E. REPAIR SEPARATION OF JOINTS OR CRACKING OF INSULATION DUE TO THERMAL MOVEMENT OR POOR WORKMANSHIP. INSTALLATION OF PIPE INSULATION A. SEAL LONGITUDINAL LAPS WITH VAPOR BARRIER ADHESIVE OR WITH FACTORY APPLIED DOUBLE SURFACE PRESSURE SENSITIVE ADHESIVE SYSTEM. SEAL END JOINTS WITH 3" WIDE BUTT STRIPS SECURED WITH VAPOR BARRIER ADHESIVE. SEAL ALL SEAMS ON COLD WATER PIPING WITH BENJAMIN FOSTER 30-35 SEAL FAST MASTIC. INSTALLATION OF INSULATION ON FITTINGS AND VALVES A. INSULATE FITTINGS AND VALVES WITH FIRMLY COMPRESSED FOIL -FACED FIBERGLASS BLANKET AND 25/50 UL RATED PVC FITTING COVERS (ZESTON OR EQUAL). B. WHERE INSTALLATION OF PVC FITTING COVERS IS PROHIBITED BY LOCAL AUTHORITIES INSULATE FITTINGS AND VALVES WITH MOLDED FIBERGLASS FITTINGS OR FIRMLY COMPRESSED FOIL -FACED FIBERGLASS BLANKET. SECURE IN PLACE WITH 20 GAUGE CORROSION RESISTANT WIRE AND APPLY SMOOTHING COAT OF INSULATING CEMENT. FINISH WITH LAYER OF GLASS CLOTH EMBEDDED BETWEEN TWO COATS OF VAPOR BARRIER MASTIC. LAP GLASS FABRIC 2" ONTO ADJACENT INSULATION. C. INSULATION ON FITTINGS AND VALVES SHALL BE SAME THICKNESS AS ON PIPE. INSULATION SCHEDULE: SERVICE PIPE SIZE THICKNESS DOMESTIC COLD WATER ALL 1" DOMESTIC COLD WATER OUTDOORS ALL 2" DOMESTIC HOT WATER, DOMESTIC HOT WATER RECIRCULATION 1-1/2" AND SMALLER 1" 2" AND LARGER 2" ROOF DRAIN, OVERFLOW DRAIN PIPING (VERTICAL LEADER FROM DRAIN BOWLS, AND ALL HORIZONTAL) ALL 1/2" ROOF DRAIN, OVERFLOW DRAIN BOWL ALL 1" TESTING AND BALANCING STATUS OF SYSTEMS A. DO NOT BEGIN TESTING AND BALANCING WORK UNTIL SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. B. PUT SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND CONTINUE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. ASCERTAIN PRELIMINARY TAB REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK THROUGH REVIEW OF AVAILABLE DRAWINGS AND SPECIFICATIONS. MAKE VISUAL OBSERVATIONS AT SITE DURING CONSTRUCTION TO DETERMINE LOCATION AND SUITABILITY OF REQUIRED BALANCING DEVICES. REQUIREMENTS OF WORK A. DOMESTIC CIRCULATING HOT WATER a. ADJUST MANUAL BALANCING VALVES IN SYSTEM SO ALL HOT WATER OUTLETS RECEIVE ADEQUATE SUPPLY OF HOT WATER. b. WHEN BALANCING IS DONE, MARK VALVES IN BALANCED POSITION, SET LOCKING RINGS. GENERAL PIPE TESTING A. TEST ALL PIPING SYSTEMS. CORRECT LEAKS BY REMAKING JOINTS. REMOVE EQUIPMENT NOT ABLE TO WITHSTAND TEST PRESSURE FROM SYSTEM DURING TEST. CONSULT GOVERNING CODES FOR SPECIAL SYSTEM REQUIREMENTS. B. TEST PIPING BEFORE BEING PERMANENTLY ENCLOSED. C. OBTAIN CERTIFICATES OF APPROVAL, ACCEPTANCE, COMPLIANCE WITH REGULATIONS OF AGENCIES HAVING JURISDICTION. SUBMIT TO OWNER. CHLORINATION OF DOMESTIC WATER LINE A. STERILIZE DOMESTIC WATER SYSTEM AFTER PRESSURE TESTS HAVE BEEN COMPLETED. FLUSH ENTIRE SYSTEM, INTRODUCE CHLORINE OR HYPOCHLORITE TO NOT LESS THAN 50 PPM RESIDUAL CHLORINE. LET STAND FOR 24 HOURS MINIMUM. B. FLUSH SYSTEM WITH CLEAN WATER UNTIL CHLORINE CONTENT IS REDUCED TO 1 PPM AT POINT FURTHEST FROM WHERE CHLORINE WAS INTRODUCED. SYSTEM TESTS A. HYDROSTATIC TEST- WATER PIPING (NEW PIPING ONLY): HAND PUMP SYSTEM TO GREATER OF 100 PSIG OR 150% OF OPERATING PRESSURE. MAINTAIN PRESSURE UNTIL SYSTEM HAS BEEN INSPECTED FOR LEAKS BUT NOT LESS THAN FOUR HOURS. B. COMPRESSED AIR OR NITROGEN TEST FOR NATURAL GAS PIPING: SUBJECT PIPING SYSTEM TO REQUIRED GAS PRESSURE WITH OIL FREE AIR OR NITROGEN. SYSTEM SHALL MAINTAIN PRESSURE FOR DURATION OF SOAPY WATER TEST OF EACH JOINT. TEST PRESSURE OF 100 PSIG FOR 4 HOURS OR TEST PRESSURE OF 60 PSIG OR ABOVE FOR 24 HOURS SHOWING NO PRESSURE DROP EXCEPT THAT CAUSED BY TEMPERATURE CHANGES. DO NOT USE FLAME OR OTHER LIQUID FOR TESTING. DO NOT REPAIR DEFECTS IN GAS PIPING OR FITTINGS; REMOVE AND REPLACE WITH SOUND MATERIAL. C. WASTE, DRAIN, VENT PIPING: FILL SYSTEM WITH WATER TO POINT OF OVERFLOW BUT NOT LESS THAN 10'-0" HEAD. MAINTAIN WATER LEVEL FOR 4 HOURS. APPLICABLE CODE STANDARDS 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRIC CODE DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPYRIGHT 2020, DESIGN EDGE, P.0 ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. b\\�A (��_ U ENGINEERING INC. CLIENT CENTRIC CONSULTING CONSULTANT Ijf 11 oQPp0 L /c 36751 9 4-15-20 �es S/ONAL Q N fu V) mo O W > O aU W MO N-0 O Lr) O N O W MEP PROJECT NO. 20122 DATE 04/15/2020 DRAWN BY JJR CHECKED MAB REVISED: SHEET TITLE PLUMBING SPECIFICATIONS AND LEGEND City of SHEET Wheat Ridge Building Division P-001 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: .Cn Job Address: 0090 Lk) Q-2 Permit Number: o i -zc-+ 'T \)c,1 LxAt, , rJ a -�4 r v a j►2 C,--- 12 1 C, ' Cc N�j -A c�-7 - C it N+ P'e.rC\ -'�' Jp_ 1 mac ❑ No one available for inspection: Time 9 3CD M/ M Re -Inspection required: Yes Jo When corrections have been made, call for re -inspection at 303-234-5933 Date:. / Inspector: DO NOT REMOVE THIS NOTICE