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PART 1 - GENERAL
<br />1.01 DESCRIPTION
<br />A.PRINCIPAL WORK IN THIS SECTION:
<br />1. PROVIDE A COMPLETE PLUMBING SYSTEM INCLUDING:
<br />A. DOMESTIC HOT & COLD WATER SYSTEM.
<br />B. WASTE & VENT SYSTEM.
<br />C. PLUMBING FIXTURES AND TRIM.
<br />B.ORDINANCES AND REGULATIONS: THE PLUMBING WORK SHALL BE DESIGNED TO COMPLY WITH, AND SHALL BE
<br />INSTALLED IN ACCORDANCE WITH ALL OF THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES
<br />HAVING JURISDICTION, INCLUDING ALL LOCAL ORDINANCES AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL
<br />ACCIDENT COMMISSION.
<br />C.PERMITS AND INSPECTIONS: OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR
<br />THE WORK OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES OF ALL
<br />SUCH PERMITS AND INSPECTIONS TO THE OWNER.
<br />D.EXAMINATION OF THE DRAWINGS AND THE SITE: CAREFULLY STUDY ALL DRAWINGS AND SPECIFICATIONS
<br />PERTAINING TO THE WORK. IF ANY OF THE WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR
<br />CONFLICTS WITH ANY LOCAL, CITY, STATE OR NATIONAL ORDINANCES OR REGULATIONS, THE SAME SHALL BE
<br />HEREBY DEEMED TO HAVE BEEN REPORTED TO AND REVIEWED WITH THE ARCHITECT BEFORE COMMENCING
<br />WORK UNDER THE CONTRACT. THE ARCHITECT WILL ISSUE INSTRUCTIONS AS TO PROCEDURE FOR
<br />MODIFICATIONS. CAREFULLY EXAMINE THE BUILDING SITE AND COMPARE THE DRAWINGS WITH EXISTING
<br />CONDITIONS. BY ACT OF COMMENCING WORK UNDER THE CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO
<br />HAVE MADE SUCH EXAMINATIONS AND TO HAVE ACCEPTED SUCH CONDITIONS AND TO HAVE MADE ALLOWANCES
<br />HE DEEMS FIT IN KEEPING WITH INSTRUCTIONS HEREIN.
<br />E.VERIFICATION OF DIMENSIONS: BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL
<br />DIMENSIONS, SIZES, ETC. WHERE APPARATUS AND EQUIPMENT HAVE BEEN INDICATED ON THE DRAWINGS,
<br />DIMENSIONS HAVE BEEN TAKEN FROM TYPICAL EQUIPMENT OF THE CLASS INDICATED. CAREFULLY CHECK THE
<br />DRAWINGS TO SEE THAT THE EQUIPMENT WILL FIT INTO THE SPACES PROVIDED.
<br />F.LOCATIONS: ALL PIPING SHALL BE INSTALLED IN A MANNER AND IN LOCATIONS AVOIDING ALL OBSTRUCTIONS,
<br />PRESERVING HEADROOM, AND KEEPING OPENINGS AND PASSAGEWAYS CLEAR. THE DRAWINGS ARE ESSENTIALLY
<br />DIAGRAMMATIC TO THE EXTENT THAT MANY OFFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT
<br />INDICATED. CAREFULLY STUDY THE DRAWINGS AND PREMISES IN ORDER TO DETERMINE THE BEST METHODS,
<br />EXACT LOCATIONS, ROUTES, BUILDING CONSTRUCTIONS, ETC., TO INSTALL ALL APPARATUS AND EQUIPMENT IN
<br />THE AVAILABLE LOCATIONS.
<br />G.OPENINGS: COOPERATE WITH ALL TRADES IN PROVIDING INFORMATION AS TO OPENINGS REQUIRED IN WALLS
<br />AND SLAB FOR ALL PIPING AND EQUIPMENT.
<br />1.HOLES IN CONCRETE, MASONRY, STEEL AND WOOD STRUCTURAL ELEMENTS ARE PROHIBITED WITHOUT
<br />WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER.
<br />2.HOLES IN STRUCTURAL BEAMS ARE PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM THE STRUCTURAL
<br />ENGINEER.
<br />H.PROTECTION OF FINISH: PROVIDE ADEQUATE MEANS FOR AND FULLY PROTECT ALL FINISH PARTS OF THE
<br />MATERIALS AND EQUIPMENT AGAINST DAMAGE FROM WHATEVER CAUSE DURING THE PROGRESS OF THE WORK
<br />AND UNTIL FINAL COMPLETION. ALL MATERIALS AND FIXTURES IN STORAGE AND DURING CONSTRUCTION SHALL
<br />BE COVERED IN SUCH A MANNER THAT NO FINISHED SURFACES WILL BE DAMAGED OR MARRED AND ALL MOVING
<br />PARTS SHALL BE KEPT PERFECTLY CLEAN AND DRY. PLUG AND CAP ALL PIPING DURING CONSTRUCTION AND
<br />KEEP FREE OF DEBRIS AND CONTAMINATION.
<br />I.TESTS, GENERAL: TESTS SHALL COMPLY WITH ALL NECESSARY CODES, RULES AND REGULATIONS AS NOTED
<br />HEREINBEFORE. SUPPLY ALL INSTRUMENTS, LABOR AND TOOLS REQUIRED FOR THE TESTS. ANY DEFECTIVE
<br />MATERIAL OR EQUIPMENT SHALL BE REPAIRED, ADJUSTED OR REPLACED BY NEW MATERIAL OR EQUIPMENT AND
<br />BE TESTED BEFORE ACCEPTANCE.
<br />1. WHILE ALL LINES ARE EXPOSED TO VIEW, AND BEFORE THE INSTALLATION OF ANY FIXTURE, THE ENDS OF
<br />THE WASTE AND VENT SYSTEM SHALL BE CAPPED EXCEPT THE HIGHEST OPENING OF THE SECTION UNDER
<br />TEST. THE LINES SHALL BE FILLED WITH WATER TO THE HIGHEST OPENING OF THE SECTION UNDER TEST, BUT
<br />NO SECTION SHALL BE TESTED WITH LESS THAN TEN (10) FOOT HEAD OF WATER. THE WATER SHALL BE KEPT
<br />IN THE SYSTEM FOR 24 HOURS PRIOR TO INSPECTION. TESTS MAY BE MADE IN SECTIONS, IF NECESSARY, OR
<br />CONVENIENCE SO INDICATES; HOWEVER, ALL INTERCONNECTIONS BETWEEN NEW SECTIONS TO BE SO
<br />TESTED AND PREVIOUSLY TESTED SECTIONS SHALL BE INCLUDED IN THE NEW TEST.
<br />2.WATER PIPING SHALL BE SUBJECT TO A WATER HYDROSTATIC TEST OF NOT LESS THAN 150 PSI FOR 24
<br />HOURS WITH NO PERCEPTIBLE DROP IN PRESSURE AND BE PROVEN TIGHT. CONNECTION POINTS SHALL BE
<br />TESTED AFTER THE CONNECTIONS ARE MADE.
<br />3.OPERATIONAL TESTS SHALL BE MADE ON ALL FIXTURES AND DEVICES TO DETERMINE PROPER COMPLIANCE
<br />WITH THE SPECIFICATIONS. ALL FIXTURES SHALL FUNCTION QUIETLY AND EFFICIENTLY, ANY UNDUE NOISE OR
<br />VIBRATION CAUSED BY THE MALFUNCTIONING OF THE PIPING, FIXTURES, ETC., SHALL BE PROMPTLY
<br />REPLACED OR BE CORRECTED BEFORE ACCEPTANCE.
<br />4.SHOULD ANY PIECE OF APPARATUS OR ANY MATERIAL OR WORK FAIL IN ANY OF THE ABOVE TESTS, IT SHALL
<br />BE REMOVED IMMEDIATELY AND BE REPLACED WITH NEW AND PERFECT MATERIAL AND THE EQUIPMENT IN
<br />QUESTION RETESTED AS SPECIFIED WITHOUT ADDITIONAL EXPENSE TO THE OWNER.
<br />J.ADJUSTING: UPON COMPLETION OF WORK AND AFTER CLEANING OF SYSTEM AND APPARATUS, AUTOMATIC
<br />PARTS OF PLUMBING SYSTEMS SHALL BE CAREFULLY ADJUSTED FOR NORMAL OPERATION. VACUUM BREAKERS
<br />ON WATER SUPPLY TO FIXTURES SHALL BE INSPECTED AND CLEANED OF ANY FOREIGN MATERIAL THAT WOULD
<br />HINDER THEIR PROPER FUNCTIONING.
<br />K.DAMAGE BY LEAKS: ATTENTION IS ESPECIALLY CALLED TO THE FACT THAT THE CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR DAMAGE TO ANY PART OF THE PREMISES CAUSED BY LEAKS OR BREAKS IN THE PIPE OR
<br />FIXTURES INSTALLED UNDER THIS SECTION FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF
<br />THE WORK BY THE OWNER.
<br />L.GUARANTEE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK UNDER THIS SECTION AND SHALL
<br />ADJUST ALL VALVES, CONTROLS, VACUUM BREAKERS AND INCIDENTAL ITEMS AND SHALL LEAVE THE SYSTEM IN
<br />PERFECT OPERATING CONDITION. HE SHALL REGULATE, REPAIR AND REPLACE AT HIS OWN EXPENSE ANY
<br />DEFECTIVE WORKMANSHIP, MATERIALS AND EQUIPMENT OF THE WORK. THE DECISION OF THE ARCHITECT SHALL
<br />BE FINAL IN RESPECT TO IMPERFECTIONS. CONTRACTOR SHALL FURNISH THE OWNER ALL MANUFACTURERS'
<br />WRITTEN GUARANTEES OF MATERIALS AND EQUIPMENT.
<br />M.SUBMITTALS:
<br />1.MATERIAL LIST: BEFORE ENTERING INTO ANY CONTRACT FOR PURCHASE OF MATERIALS, AND BEFORE ANY
<br />WORK IS STARTED, SUBMIT FOR APPROVAL SIX (6) IDENTICAL COPIES OF A COMPLETE LIST, INCLUDING
<br />CATALOGS AND DESCRIPTIVE MATTER OF THE FOLLOWING MATERIALS AND EQUIPMENT PROPOSED TO BE
<br />FURNISHED AND INSTALLED. MATERIALS LIST TO BE COMPLETE AND CONTAINED IN HARD-BOUND JACKETS.
<br />ITEMS NOT CONTAINED IN SUBMITTAL TO CONFORM TO DESIGN SPECIFICATIONS AS SUPPLEMENTAL
<br />SUBMITTALS WILL NOT BE ACCEPTED.
<br />M.1.1.FIXTURES.
<br />M.1.2.PIPING AND FITTINGS.
<br />M.1.3.INSULATION.
<br />M.1.4.VALVES.
<br />N. RECORD DRAWINGS:
<br />1.ONE COMPLETE SET OF PLUMBING DRAWINGS WILL BE PROVIDED AS RECORD DRAWINGS, WHICH SHALL BE
<br />SEPARATE, CLEAN, BLUE LINE PRINTS RESERVED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE OF
<br />THE WORK AS ACTUALLY INSTALLED.
<br />2.THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS REPORT SHEETS AND THE CONTRACTOR SHALL
<br />MAKE ANY NOTATIONS, NEAT & LEGIBLE, THEREON DAILY AS THE WORK PROCEEDS. THESE DRAWINGS SHALL
<br />BE AVAILABLE FOR INSPECTION AT ALL TIMES AND SHALL BE KEPT AT THE JOB AT A LOCATION DESIGNATED
<br />BY THE ARCHITECT.
<br />3.AT COMPLETION OF THE WORK, THESE RECORD DRAWINGS SHALL BE SIGNED BY THE CONTRACTOR, DATED
<br />AND RETURNED TO THE ARCHITECT.
<br />O. SEISMIC:
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ANCHORS AND CONNECTIONS OF PLUMBING WORK TO THE
<br />BUILDING STRUCTURE TO PREVENT DAMAGE AS A RESULT OF AN EARTHQUAKE, INCLUDING MANUFACTURED
<br />EQUIPMENT, AND CONNECTION AND INTEGRITY OF SHOP FABRICATED AND FIELD FABRICATED MATERIALS
<br />AND EQUIPMENT. DESIGN BUILDING EQUIPMENT AND CONNECTIONS THEREFORE TO RESIST LATERAL SEISMIC
<br />FORCES EQUAL TO 0.5 AND 0.75 OF EQUIPMENT WEIGHT TO WORKING ALLOWABLE STRESS OR IN
<br />CONFORMANCE WITH TITLE 24 OF THE CAC, DIVISION 22, ARTICLE 23-J, AND BUILDING CODE. REFERENCE
<br />DETAILS PER "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING
<br />SYSTEMS" AS PUBLISHED BY SMACNA AND PPIC.
<br />PART 2 - PRODUCTS
<br />2.01 MATERIALS
<br />A. ALL PIPING, FITTINGS AND VALVES SHALL BE U.S.A. MADE, IMPORTED PRODUCT IS NOT ACCEPTABLE.
<br />B. WASTE, AND VENT PIPING.
<br />1.PIPING: STANDARD WEIGHT CAST IRON NO HUB, CISPI 310, PIPING SHALL BE MARKED WITH THE COLLECTIVE
<br />TRADEMARK OF CISPI.
<br />2.FITTINGS: HEAVY DUTY CAST IRON NO HUB FITTINGS, ABOVE CISPI 310, WITH STAINLESS STEEL 4 BAND AND
<br />SHIELD WITH NEOPRENE GASKET AS MANUFACTURED BY HUSKY SERIES HD 4000 COUPLING, ALL STAINLESS
<br />STEEL CLAMP, SCREW AND SHIELD.
<br />C. COLD WATER, HOT WATER, HOT WATER RETURN.
<br />1. COLD WATER, HOT WATER, AND TRAP PRIMER PIPING: SEAMLESS COPPER TUBING, TYPE "L", COLD DRAWN,
<br />HARD TEMPER, ASTM B-88.
<br />2. HOT WATER RETURN PIPING: SEAMLESS COPPER TUBING, TYPE "K", COLD DRAWN, HARD TEMPER, ASTM B-88.
<br />3. FITTINGS: WROUGHT COPPER SOLDER SWEAT TYPE, ANSI B16.24 OR BRASS CASTING, ANSI B16.18.
<br />4. EXPOSED TO VIEW AT PLUMBING FIXTURES AND FINISHED EQUIPMENT, SATIN FINISH, CHROME PLATED
<br />BRASS PIPE WITH THREADED CAST BRONZE FITTINGS.
<br />D. WATER VALVES: BALL VALVES (1/2"- 4"), SHALL BE TWO-PIECE STYLE, FULL PORT, BRONZE BODY (ASTM 62 OR
<br />B584) WITH TYPE 316 STAINLESS STEEL BALL AND STEM AND PTFE (OR RPTFE) SEATS AND SEALS. VALVES SHALL
<br />BE RATED FOR 600 PSIG WOG & 150 PSIG SWP (NON-SHOCK). VALVES SHALL HAVE ADJUSTABLE PACKING GLANDS
<br />AND BLOWOUT PROOF (INTERNALLY RETAINED) STEMS AND SHALL COMPLY WITH THE LATEST EDITION OF
<br />MSS-SP-110. THREADED END (FNPT) BALL VALVES ONLY; USE MALE ADAPTERS WHERE REQUIRED IN SOLDERED
<br />END APPLICATIONS.
<br />A.CONBRACO INDUSTRIES, INC. APOLLO DIVISION FIGURE 77-140 OR 77LF-140 (LEAD-FREE).
<br />B.MILWAUKEE VALVE FIGURE BA400S OR UBA400S (LEAD-FREE).
<br />C.HAMMOND VALVE FIGURE 8303A OR UP8303A (LEAD-FREE).
<br />D.NIBCO FIGURE T-585-66 OR S-585-66 LF (LEAD-FREE).
<br />E.OR EQUAL.
<br />A. HANGERS AND SUPPORT
<br />1. WASTE AND VENT STORM DRAIN AND OVERFLOW PIPING: SUPER STRUT NO.C-711 "J" HANGER WITH SUPER
<br />STRUT NO. H-104 THREADED ROD WITH HEX NUT.
<br />2. COPPER PIPING: SUPER STRUT NO. C-711-F "J" HANGER WITH SUPER STRUT NO. H-104 THREADED ROD WITH
<br />HEX NUT. WITH WAFFLE PATTERN HAIR FELT ISOLATION PADDING.
<br />K. INSULATION
<br />INSULATE ALL HOT WATER PIPING 3/4 INCH AND SMALLER WITH 1 INCH THICK, PIPING 1 INCH TO 1½ INCH WITH 1½ INCH
<br />THICK, AND PIPING 2 INCH AND LARGER WITH 2 INCH THICK PREFORMED FIBERGLASS INSULATION WITH INTEGRAL
<br />ALL-PURPOSE FIRE RETARDANT, GLASS YARN SCRIM LAMINATED, WHITE JACKET, "K" FACTOR SHALL BE 0.23 MAXIMUM
<br />AT 75 DEGREES F. MEAN TEMPERATURE TO MEET FEDERAL AND STATE ENERGY CODE REQUIREMENTS. ALL FLANGES,
<br />UNION, FITTINGS AND VALVE SHALL BE INSULATED WITH PREFORMED INSULATION WITH PVC PREMOLDED ONE PIECE
<br />FITTING COVER (MANVILLE ZESTON 2000 MANUFACTURER: MANVILLE MICRO-LOC AP-T, OWENS-CORNING FIBERGLASS,
<br />P.P.G., CERTAIN-TWEED OR APPROVED EQUAL. ADHESIVE SHALL BE BENJAMIN FOSTER 85-20. PROVIDE SHIELDS TO
<br />PROTECT INSULATION AT AREAS OF CONTACT WITH HANGERS AND SUPPORT (SUPER STRUT C-790) INSULATION
<br />MATERIALS, ADHESIVES, COATINGS, AND OTHER ACCESSORIES SHALL HAVE A FIRE HAZARD RATING, NOT TO EXCEED
<br />25 FOR FLAME SPREAD AND 50 FOR FUEL CONTRIBUTED AND SMOKE DEVELOPED IN ACCORDANCE WITH ASTM E84,
<br />NFPA 225, OR UL 723.
<br />L. PLUMBING FIXTURES
<br />1. SEE FIXTURE SCHEDULE.
<br />M. CLEANOUTS:
<br />1. CLEANOUTS SHALL BE AS FOLLOWS:
<br />A. FINISHED WALLS: J.R. SMITH NO. 4437, OR EQUAL, W/CHROME PLATED BRONZE, ROUND FRAME AND SECURED
<br />COVER.
<br />B. FINISHED FLOORS: J.R. SMITH NO. 4023 - BRONZE
<br />PART 3 - EXECUTION
<br />3.01 INSTALLATION
<br />A. ALL PIPING SHALL BE CONCEALED UNLESS NOTED OTHERWISE.
<br />B. WATER PIPING SHALL HAVE A MINIMUM CLEARANCE OF 1/2" AND SHALL BE ISOLATED FROM BUILDING STRUCTURE
<br />WITH NO LESS THAN 1/2" THICK WAFFLE PATTERN HAIR FELT.
<br />C. DISSIMILAR METALS SHALL BE ISOLATED BY USING DIELECTRIC 6 INCH BRASS COUPLINGS. DIELECTRIC
<br />COUPLINGS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. THAN ½" THICK WAFFLE PATTERN HAIR FELT.
<br />D.ALL SECURITY RATED SPL 4&5 PERIMETER WALL PENETRATIONS SHALL BE IN COMPLIANCE WITH ICD 705 AND
<br />SECURITY APPROVAL. AT PENETRATIONS PIPING SHALL HAVE DIELECTRIC BREAKS AND/OR SHALL BE GROUNDED
<br />PER SECURITY REQUIREMENTS. PENETRATIONS SHALL ALSO BE SEALED WITH ACOUSTICAL CAULKING TO
<br />MAINTAIN THE ACOUSTICAL RATING OF THE WALL.
<br />E. PLUMBING FIXTURES SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH CONNECTION TO SUPPLY
<br />DRAINAGE PIPING. MOUNTING HEIGHTS SHALL CONFORM TO THE HANDICAPPED REQUIREMENTS.
<br />F. INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED RECOMMENDATIONS.
<br />G. PROVIDE VALVES AND UNIONS AT EACH PIECE OF EQUIPMENT TO PROVIDE ISOLATION OF THE EQUIPMENT FROM
<br />ITS CONNECTED SYSTEM.
<br />3.02 COMPLETION OF INSTALLATION
<br />A. CLEANING AND FLUSHING: PRIOR TO ACCEPTANCE, CLEAN ALL EQUIPMENT AND MATERIAL THOROUGHLY. LEAVE
<br />SURFACE TO BE PAINTED SMOOTH AND CLEAN READY FOR PAINTING.
<br />B. FLUSH EACH UNIT OF WATER SUPPLY AND DISTRIBUTION SYSTEM THOROUGHLY WITH CLEAN WATER AT AS HIGH
<br />VELOCITIES ATTAINABLE.
<br />C. CLEAN ALL PIPING VALVES, TRAPS, STRAINERS, WATER HEATERS, ETC., THOROUGHLY AND FLUSH OR BLOW OUT
<br />UNTIL FREE OF SCALE, SILT, SAND, SEDIMENT, PIPE DOPE AND FOREIGN MATTER OF ANY KIND.
<br />3.03 CHLORINATION OF SYSTEM
<br />A.AFTER THE WATER SYSTEMS (INDUSTRIAL AND DOMESTIC) ARE COMPLETE, ALL FIXTURES CONNECTED, THE
<br />SYSTEM FLUSHED OUT COMPLETELY AND FILLED W/ WATER, THE SHUT-OFF VALVE TO THE WATER MAIN SHALL BE
<br />CLOSED, ALL FIXTURE OUTLETS OPENED SLIGHTLY AND A SOLUTION OF SODIUM HYPOCHLORITE INTRODUCED AT
<br />THE TEE LOCATED NEAR THE WATER SERVICE SHUT-OFF VALVE.
<br />B.THE SOLUTION SHALL CONSIST OF ONE GALLON OF 5 PERCENT SODIUM HYPOCHLORITE TO 200 GALLONS OF
<br />WATER OR THE EQUIVALENT THEREOF. INTRODUCE SOLUTION BY MEANS OF A PUMP UNTIL AN ORTHOTOLIDIN
<br />TEST AT EACH OUTLET SHOWS RESIDUAL CHLORINE. THE SOLUTION SHALL BE ALLOWED TO REMAIN IN THE
<br />SYSTEM 24 HOURS, AFTER WHICH, FLUSH THE ENTIRE SYSTEM OF WATER PIPING.
<br />C.DELIVER A CERTIFICATE OF COMPLIANCE, SIGNED BY THE PERSON WHO DID THE WORK AND THE CONTRACTOR,
<br />TO THE ARCHITECT.
<br />Sheet No.
<br />Project
<br />Agency Plan Check / Permit No.
<br />Petersen Design Project No.
<br />Consultant
<br />5082.1
<br />652 East Dyer Drive
<br />Santa Ana, CA 92705
<br />DYER WAREHOUSE
<br />Staging & Set-Up Space
<br />Tenant Improvements
<br />Sheet Title
<br />Revision / Submittal History
<br />Scale
<br />Status
<br />.
<br />architecture + planning
<br />Agency Approval
<br />Petersen Design Architects, Inc.
<br />17582 Fiesta Way, Tustin, CA 92780
<br />M: 714.904.6720 E: mike@mpdarch.com
<br />www.mpdarch.com
<br />Architect's Stamp
<br />.
<br />255 E. Rincon St., Suite 301
<br />Corona, CA 92879
<br />P 951.340.1977 | F 951.340.1090
<br />www.gossengineering.com
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<br />No. M36781
<br />Exp. 3-31-26
<br />YRNEGA.WAHS
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<br />Project Number: 125-09-07
<br />Date Signed 10-30-25
<br />Specifications
<br />P7.1
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