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APPROVED BLD BLD2022-0789+Architectural_Plan+6.17.2022_12.01.08_PM+2939224TYPICAL SYMBOLS PROJECT NOTES PROJECT INFORMATION DRAWING INDEX c 1 A101 00 00 A7.00 00 ELEVATION TAG/REFERENCE 00 1 A101 1 BUILDING SECTION TAG/REFERENCE A101 1 WALL SECTION TAG/REFERENCE A101 1 DETAIL SECTION TAG/REFERENCE A101 1 I ENLARGEMENT TAG/REFERENCE A101 REVISION INDICATOR (CLOUD) 1 TEXT ABOVE TEXT BELOW ELEVATION DATUM WORK POINT / START POINT ROOM NAME ROOM NAME AND NUMBER 101 101 DOOR NUMBER 1t LITE / RELITE (INTERIOR WINDOW) NUMBER <0> FURNITURE/EQUIPMENT/ACCESSORY TAG EXISTING -TO -REMAIN PARTITION TO -BE -DEMOLISHED PARTITION NEW MASONRY OR CONCRETE PARTITION (UNRATED) NEW FRAMED PARTITION (UNRATED) NEW SMOKE PARTITION (UNRATED) NEW 1-HOUR FIRE -RATED SMOKE BARRIER NEW 1-HOUR FIRE -RATED CONSTRUCTION NEW 2-HOUR FIRE -RATED CONSTRUCTION GENERAL NOTES: 1) DO NOT SCALE THE DRAWINGS. 2) THE DRAWINGS AND THE SPECIFICATION ARE COMPLEMENTARY - WHATEVER IS INDICATED IN ONE IS ASSUMED TO BE INDICATED IN THE OTHER. NOTIFY THE ARCHITECT IN CASE OF DISCOVERED DISCREPANCIES. 3) DRAWINGS OF EXISTING CONDITIONS AND BUILDING PLANS HAVE BEEN PREPARED FROM DATA AND DRAWINGS PROVIDED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT HAS VERIFIED EXISTING CONDITIONS TO THE BEST OF THEIR ABILITY, AND THEN USED THE INFORMATION, IN ACCORDANCE WITH GENERALLY -ACCEPTED STANDARDS OF PROFESSIONAL PRACTICE, TO INDICATE EXISTING CONDITIONS. HOWEVER, THE ARCHITECT ISSUES NO WARRANTY, NEITHER EXPRESSED NOR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION INDICATED THEREIN. 4) UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE TO THE FINISH FACE OF WALLS, WHICH GENERALLY IS GYP BD. NEW -CONSTRUCTION NOTES: 1) ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED PER MANUFACTURERS' PRINTED INSTRUCTIONS AND PER INDUSTRY STANDARDS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2) THE COMPLETED PROJECT SHALL HAVE A FINISHED APPEARANCE IN ALL SPACES ACCESSIBLE BY THE PUBLIC AND BY EMPLOYEES USING THE SPACE. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, OR DUCTS UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO WALLS WITHOUT BASE AND PAINT UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO EXPOSED UNPAINTED OR EXPOSED UNFINISHED ACCESS PANELS, CLEANOUTS, OR RACEWAYS UNLESS APPROVED BY THE ARCHITECT. THERE SHALL BE NO VISIBLE DAMAGED MATERIAL OR FINISHES, EXCEPT SUCH THAT EXISTED PRIOR TO THE NEW CONSTRUCTION AND WAS NOT INDICATED TO BE REPAIRED. 3) THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES UNDER HIS CONTRACT, AND SHALL COORDINATE THEIR WORK WITH: WORK BY THE OWNER, WORK BY THE OWNER'S SUPPLIERS, WORK BY THE OWNER'S SUBCONTRACTORS, AND WITH OWNER'S EQUIPMENT IN PLACE AT THE TIME OF THE BID/PROPOSAL. DEMOLITION NOTES: 1) WHETHER INDICATED OR NOT: ALL OPENINGS IN SLABS, ROOFS, WALLS, CEILINGS, AND PARTITIONS - CREATED (WHETHER INTENTIONAL OR NOT) BY PROJECT -RELATED DEMOLITION OR BY NEW CONSTRUCTION -SHALL BE CLOSED WITH LIKE/SIMILAR/ADJACENT MATERIALS AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW FINISHES. ALL MATERIALS ( SUCH AS ACOUSTICAL CEILING TILE) DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE RE -INSTALLED IN LIKE CONDITION, OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE. 2) WHETHER INDICATED OR NOT: ALL OPENINGS IN EXTERIOR WALLS, EXTERIOR SOFFITS, AND ROOFS - CREATED (WHETHER INTENTIONAL OR NOT) BY PROJECT -RELATED DEMOLITION OR NEW CONSTRUCTION - SHALL BE CLOSED WITH LIKE/SIMILAR/ADJACENT MATERIALS AS NECESSARY TO MAINTAIN FIRE -RATING, ACOUSTICS, THERMAL INSULATION, WEATHER PROTECTION, WATER- PROOFING, VAPOR -RETARDATION, INTENDED FUNCTION, AND FITNESS TO RECEIVE NEW CLADDINGS AND FINISHES. ALL MATERIALS DISPLACED TO ACCOMMODATE DEMOLITION SHALL BE RE -INSTALLED IN LIKE CONDITION, OR SHALL BE REPLACED WITH LIKE/SIMILAR MATERIALS AS NECESSARY TO MAINTAIN THE PROPERTIES LISTED ABOVE AND TO MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE. 3) WHETHER INDICATED OR NOT: REPLACE/PATCH ALL FIREPROOFING REMOVED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION, SO AS TO MAINTAIN THE FIRE -RATING OF EXISTING BUILDING ELEMENTS. 4) WHETHER INDICATED OR NOT: EXISTING WALL -MOUNTED, CEILING -MOUNTED, AND FLOOR -MOUNTED MEDICAL EQUIPMENT WILL BE REMOVED FROM THE PROJECT AREA BY THE OWNER, BY THE OWNER'S VENDOR, OR BY THE OWNER'S HIRE - PRIOR TO CONTRACTOR'S ACQUISITION OF THE SPACE. ANY MEDICAL EQUIPMENT REMAINING IN THE SPACE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. 5) CONSULT WITH THE OWNER PRIOR TO DEMOLITION, ABOUT MATERIALS INDICATED TO BE SALVAGED FOR THE OWNER'S USE, BUT NOT INTENDED FOR RE -USE ON THIS PROJECT. STORE ALL SUCH MATERIALS UNTIL THE OWNER CAN TAKE POSSESSION. 6) SALVAGEABLE/REUSABLE MATERIALS AND EQUIPMENT INDICATED FOR CONTRACTOR'S RE -USE ON THIS PROJECT. ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO LIGHTING FIXTURES, EXIT SIGNS, CABINETS, PLUMBING FIXTURES, DOORS, HARDWARE, EQUIPMENT, AND TOILET ACCESSORIES. CONTRACTOR TO STORE ALL SUCH MATERIAL UNTIL SCHEDULED RE -INSTALLATION. CONSULT WITH OWNER IF LOCATION INTENDED FOR STORAGE IS IN SPACES BELONGING TO THE OWNER BUT NOT IN THE AREA OF WORK. SCOPE OF WORK REMODEL OF EXISTING CLINICAL SPACE INTO A NEW SPEC SUITE INCLUDING EXAM ROOMS, TOILET, OFFICE, WORK AREAS, AND WAITING ROOM. WORK TO INCLUDING ASSOCIATED MECHANICAL (HVAC), ELECTRICAL, AND PLUMBING SYSTEMS. NO STRUCTURAL WORK. NO EXTERIOR WORK. APPROX 1,085 SQ FT 4XrL1a1]*'1aN121Is] ► SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NE HADLEYS ACRES BLK 001 D-01 - SEGD FOR TAX PURPOSES ONLY - LOTS 1, 2, 3 TGW E 60FT LOT 4 SD PLAT LESS 1,396 SQ FT OF MEDOFF BLDG FOR DOR EX ON00461000100102 PER ST OF WA REG #09732-003 TAX PARCEL NUMBER 00461000100101 AUTHORITY HAVING JURISDICTION (AHJ) CITY OF EDMONDS APPLICABLE CODES EXISTING -BUILDING CODE: WA STATE EXISTING -BUILDING CODE (IEBC with amendments) - 2018 BUILDING CODE: WA STATE BUILDING CODE (IBC with amendments) - 2018 ENERGY CODE: WA STATE ENERGY CODE (IECC with amendments) - 2018 LIFE SAFETY CODE: NFPA 101 - 2012 FIRE CODE: INTERNATIONAL FIRE CODE (IFC) - 2018 MECHANICAL CODE: INTERNATIONAL MECHANICAL CODE (IMC) - 2018 PLUMBING CODE: UNIFORM PLUMBING CODE (UPC) - 2018 ELECTRICAL CODE: NATIONAL ELECTRICAL CODE (NEC) - 2020 ACCESSIBILITY CODE: ANSI Al17.1 - 2009 (BY REFERENCE FROM IBC AND WSBC) PROJECT TEAM OWNER: HEALTHCARE REALTY 901 BOREN AVENUE, SUITE 110 SEATTLE, WA 98104 ARCHITECT: TGB ARCHITECTS 21911 76TH AVE W, SUITE 210 EDMONDS, WA 98026 OWNER CONTACT: RYAN YOUNGMAN (206)495-7226 RYOUNGMAN @H EALTHCAREREALTY.COM ARCHITECT CONTACT: GINA DAIS (425) 778-1530 GDAIS@TGBARCH ITECTS.COM ABBREVIATIONS MECHANICAL ENGINEER: MECHANICAL ENGINEER CONTACT: OLAES DESIGN WEST ENGINEERING N 14) 72 -2437 110 JAMES STREET, SUITE 106 (714) 723-2437 ACC ACCESSIBLE HR HOUR 110 JAMSONDS, T 98T, NOLAES@DESIGNWESTENG.COM ADJ ADJACENT HSKP HOUSEKEEPING AFF ABOVE FINISHED FLOOR HT HEIGHT ELECTRICAL ENGINEER: ELECTRICAL ENGINEER CONTACT: IBC INTERNATIONAL BUILDING CODE AUSTIN EDGE BLDG BUILDING DESIGN WEST ENGINEERING (425) 458-9700 X 213 BO BOTTOM OF JAN JANITOR 110 JAMES STREET, SUITE 106 AEDGE@DESIGNWESTENG.COM EDMONDS, WA 98020 CJ CONTROL JOINT MAX MAXIMUM CL CENTERLINE MDF MEDIUM DENSITY FIBERBOARD CLG CEILING MDO MEDIUM DENSITY OVERLAY GENERAL CONTRACTOR: CLR CLEAR MECH MECHANICAL TBD CMU CONCRETE MASONRY UNIT MFR MANUFACTURER CONIC CONCRETE MIN MINIMUM CONT CONTINUOUS MO MASONRY OPENING Z CORR CORRIDOR ° CTR CENTER NIC NOT IN CONTRACT DEPT DEPARTMENT NTS NOT TO SCALE E DF DRINKING FOUNTAIN DIA DIAMETER OC ON CENTER J DIM DIMENSION OPP OPPOSITE DISP DISPENSER ORD OVERFLOW ROOF DRAIN 3: DN DOWN DS DOWN SPOUT PL PROPERTY LINE c� c DWG DRAWING PLAM PLASTIC LAMINATE a� 14 RD ROOF DRAIN 14 EJ EXPANSION JOINT RO ROUGH OPENING » EL ELEVATION ELEVATOR ApprovedELEV by Fire n EQ EQUIP EQUAL EQUIPMENT SC SOLID CORE 07/14/2022 AFM /</ Flel'el' N SCWD SOLID CORE WOOD i EWC ELECTRIC WATER COOLER SF SQUARE FEET, SQUARE FOOT U EXT EXTERIOR SIM SIMILAR 1. Any changes to fire alarm devices or interference with fire FAB FABRICATE, FABRICATED SS STAINLESS STEEL alarm devices will require a separate permit 6 FDN FOUNDATION T&G TONGUE AND GROOVE 2. Fire alarm is past due for annual maintenance. No final FE FIRE EXTINGUISHER TOC TOP OF CONCRETE L FEC FIRE EXTINGUISHER CABINET TOM TOP OF MASONRY inspection will be completed until this is performed and entered FF FINISH FLOOR TOS TOP OF STEEL into the Tegris reporting system. E FT FEET, FOOT TOSL TOW TOP OF SLAB TOP OF WALL 3. All emergency lighting, extinguishers and exit signage will be GA GAUGE TYP TYPICAL approved at final inspection. GC GENERAL CONTRACTOR 3 D GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE GYP GYPSUM VIF VERIFY IN FIELD WHERE SCHEDULES (INCLUDING THOSE FOR DOORS, OPENINGS, WINDOWS, PARTITIONS, FINISHES, MATERIALS, GLAZING, HARDWARE, AND SIMILAR ITEMS) USE ABBREVIATIONS ' OTHER THAN THESE, FOR REASONS OF EXTREME BREVITY - AN ABBREVIATION LEGEND IS PROVIDED AT THAT LOCATION FOR INTERPRETING SUCH ABBREVIATIONS. 7 ARCHITECTURAL A0.01 GENERAL INFORMATION A0.21 LIFE SAFETY PLANS A0.22 CONSTRUCTION ASSEMBLIES A0.23 CONSTRUCTION ASSEMBLIES A2.11 DEMO PLAN & FLOOR PLAN A2.12 CEILING PLAN & FF&E PLAN A2.21 FINISHES PLAN A7.00 PARTITION LEGEND & CEILING DETAILS A7.10 DOOR SCHEDULE AND DETAILS A8.00 TYPICAL MOUNTING HEIGHTS A9.11 DETAILS (CASEWORK) MECHANICAL M-0.1 MECHANICAL LEGENDS NOTES & SCHEDULES M-0.2 MECHANICAL SCHEDULES CONT. M-1.1 MECHANICAL FLOOR PLAN M-2.1 MECHANICAL DETAILS PLUMBING P-0.1 PLUMBING LEGEND NOTES & SCHEDULES P-1.1 PLUMBING DEMOLITION FLOOR PLAN P-2.1 PLUMBING REMODEL FLOOR PLAN P-3.1 PLUMBING DOMESTIC WATER AND WASTE & VENT RISER DIAGRAM P-4.1 PLUMBING DETAILS P-5.1 PLUMBING SPECIFICATIONS P-5.2 PLUMBING SPECIFICATIONS (CONT.) ELECTRICAL E-0.1 ELECTRICAL LEGENDS NOTES & SCHEDULES E-0.2 LUMINAIRE SCHEDULE E-0.3 SINGLE LINE DIAGRAM & PANEL SCHEDULE E-1.1 ELECTRICAL FLOOR PLANS E-2.1 ELECTRICAL DETAILS E-2.2 ELECTRICAL SPECIFICATIONS VICINITY MAP BUILDING LOCATION City Of Edmonds Building Department Work REMODEL Address 21616 76TH AVE W #202 Owner EDMONDS MEDICAL PLAZA Approved Date 7/28/2022 Building Official 7)G7L0WMt0L W. X VfAZLIL Permit Number BLD2022-0789 NORTH 01 t E0E�m0E�m0�� ISEPERATE PLUMBING AND MECHANICALI PERMITS ARE REQUIRED FOR THIS PROJECT/PERM T.�� APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT PLANS MUST BE PERMIT FROM TO FIELD ON JOB SITE STATE LABOR & INSPECTION FOR INDUSTRIES CODE COMPLIANCE t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT I I NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 GENERAL INFORMATION ISSUANCE No. I Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GMD DRAWN BY: JLO SHEET NO A0m01 E C FLOOR PLAN - LEVEL 2 - CODE ANALYSIS CODE ANALYSIS - OUTPATIENT CLINIC - TENANT IMPROVEMENT - DRAFT 2018 WA STATE BUILDING CODE (REF IBC-2018) EXISTING BUILDING INFORMATION EXISTING BUILDING -MAIN OCCUPANCY PER RECORD DWGS B-BUSINESS EXISTING BUILDING -CONSTRUCTION TYPE PER RECORD DWGS V-A, NOWSPRINKLERED 2 STORIES, PLUS PARTIAL BASEMENT EXISTING BUILDING - NUMBER OF STORIES PER RECORD DWGS EXISTING BUILDING - SPRINKLERED? PER RECORD DWGS NO OCCUPANCY AND USE -------- -------- MAIN (PREDOMINANT) OCCUPANCY/OCCUPANCIES CHAPTER 3 -------- OUTPATIENT CLINIC SPACES (INCLUDING RELATED BUSINESS SPACE )SECTION 304 GROUP B - BUSINESS (1,085SF) PART OF THE MAIN OCCUPANCY - GROUP B - BUSINESS (78SF) WAITING AREAS, CONFERENCE ROOMS, LOUNGES, AND BREAK ROOMS LESS THAN 750 SF OR WITH AN OCCUPANT LOAD OF LESS THAN 50 SECTION 303.1.2 MIXED OCCUPANCIES SECTION 508.1 SELECT ONE OR COMBINATION OF THE THREE FOLLOWING APPROACH[ -- MAIN OCCUPANCY WITH ACCESSORY OCCUPANCIES ONLY SECTION 508.2.4 NO SEPARATIONS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY FIRE -RATING FOR BUILDING ELEMENTS, FIRE AND SMOKE PROTECTION FEATURES CHAPTER 6 CHAPTER 7 SEE ALSO "MEANS OF EGRESS" SECTION BELOW PRIMARY STRUCTURAL FRAME TABLE 601 1 HOURS AT CONSTRUCTION TYPE V-A INTERIOR BEARING WALLS TABLE 601 1 HOURS AT CONSTRUCTION TYPE V-A INTERIOR NON -BEARING WALLS AND PARTITIONS TABLE 601 0 HOURS AT CONSTRUCTION TYPE V-A FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS TABLE 601 1 HOURS AT CONSTRUCTION TYPE V-A ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS TABLE 601 0 HOURS AT CONSTRUCTION TYPE V-A SHAFT ENCLOSURES SECTION 713.4 2-HR OR 1-HR DEPENDING ON NUMBER OF CONNECTED FLOORS, BUT NOT LESS THAN 2-HR WHEN FLOOR CONSTRUCTION IS 2 HR. ELEVATOR LOBBY ENCLOSURES STAIR ENCLOSURES SECTION 3006.2 NOT REQUIRED IN B-OCCUPANCY, WHERE SPRINKLERED, UNLESS CORRIDORS ARE REQUIREDTO BE FIRE -RESISTIVE RATED. SECTION 1023.2 2-HR OR 1-HR DEPENDING ON NUMBER OF CONNECTED FLOORS, BUT NOT LESS THAN 2-HR WHEN FLOOR CONSTRUCTION IS 2 HR. MEANS OF EGRESS CHAPTER 10 -------- OCCUPANT LOAD SECTION 1004 -------- BUSINESS AREAS TABLE 1004.5 1,007SF / 1 OCCUPANT PER 150 SF GROSS = 7 OCCUPANTS ASSEMBLY -FUNCTION AREAS WITHOUT FIXED SEATING TABLE 1004.5 78SF / 1 OCCUPANT PER 15 SF NET = 6 OCCUPANTS PROJECT OCCUPANT LOAD SUM OF ABOVE TOTAL OCCUPANT LOAD = 13 OCCUPANTS NUMBER OF EXITS REQUIRED - MINIMUM SECTION 1006.2.1 TABLE 1006.3.2 1 (FOR OCCUPANT LOAD NO GREATER THAN 500) 2 PROVIDED COMMON PATH OF TRAVEL (ALLOWABLE) TABLE 1006.2.1 75 FT IN GROUP B, WHEN NOWSPRINKLERED ARRANGEMENT OF EXITS OR EXIT ACCESS DOORS SECTION 1007.1.1 PLACED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF THE DISTANCE OF THE MAXIMUM DIAGONAL OF THE SPACE SERVED IN A NOWSPRINKLERED BUILDING EXIT ACCESS TRAVEL DISTANCE (ALLOWABLE) SECTION 1017 TABLE 1017.2 200 FT IN GROUP B, WHEN NOWSPRINKLERED CORRIDOR CONSTRUCTION TABLE 1020.1 1-HOUR FIRE -RESISTANCE RATING IN OCCUPANCY GROUP B, WHEN NOWSPRINKLERED CORRIDOR (ALLOWABLE) DEAD END LENGTH IN ROOMS OR SPACES REQUIRING MORE THAN 1 EXIT OR EXIT -ACCESS DOOR SECTION 1020.4 SECTION 1010.1.2 25 FT IN OCCUPANCY GROUP B, WHEN NON-SPRINKLERED SWING TYPE DOORS. POWER -OPERATED DOORS. MANUALLY - OPERATED SLIDING DOORS SERVING AN OCCUPANT LOAD NOT EXCEEDING 10. DOOR TYPES ALLOWED DOOR SWING PANIC HARDWARE SECTION 1010.1.2.1 SECTION 1010.1.9.4 SECTION 1010.1.10 DOOR MUST SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A SPACE WITH AN OCCUPANT LOAD OF 50 OR MORE REQUIRED WHERE SERVING GROUP A OCCUPANCY WITH AN OCCUPANT LOAD OF 50 OR MORE. GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS AND GROUP B MAY HAVE KEY OPERATED LOCKING DEVICES ON EGRESS SIDE OF MAIN DOOR(S) PROVIDED IT HAS READILY -DISTINGUISHABLE LOCKING HARDWARE AND RELATED SIGNAGE. PLUMBING FIXTURES REQUIRED CHAPTER 29 -------- WATER CLOSETS, URINALS TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 25 OCCS TO 50, THEN 1 REQUIRED PER EACH ADDITIONAL 50 OR FRACTION THEREOF. URINALS MAY REPLACE WATER CLOSETS NO LESS THAN 25% OF THE MINIMUM SPECIFIED. THUS 1 REQUIRED. 1 PROVIDED. LAVATORIES TABLE 2902.1 IN B OCCUPANCY: 1 REQUIRED PER 40 OCCS TO 80, THEN 1 REQUIRED PER EACH ADDITIONAL 80 OR FRACTION THEREOF. THUS 1 REQUIRED. 1 PROVIDED. DRINKING FOUNTAINS TABLE 2902.1 SECTION 2902.5 IN B OCCUPANCY WITH OCCUPANT LOAD GREATER THAN 30: 1 REQUIRED PER 150 OCCUPANTS, THEN 1 PER EACH ADDITIONAL 500 OR FRACTION THEREOF. DRINKING FOUNTAIN MAY BE LOCATED OUTSIDE TENANT SPACE IF WITHIN ONE FLOOR AND 500 FT TRAVEL. THUS X REQD. X PROVIDED. LOCATION PER PLAN. NO REQUIREMENT SERVICE SINKS TABLE 2902.1 CODE -ANALYSIS PLAN SYMBOLS EXIT -ACCESS TRAVEL DISTANCE _CP_T_=_2_7_FTPATH OF TRAVEL = 61 FT __________________________ (PORTION OF EXIT -ACCESS TRAVEL EXIT (INDICATING DISTANCE WHICH IS) COMMON PATH OF CAPACITY IN OCCUPANTS) TRAVEL 47 OCCS EXIT ACCESS I - 1-HOUR FIRE PARTITION FIRE EXTINGUISHER (WITH OR WITHOUT CABINET) - FE ILLUMINATED EXIT SIGN (WITH DIRECTIONAL ARROW WHERE NECESSARY) ACCESSORY OCCUPANCIES, INCIDENTAL OCCUPANCIES, AND NON -MAIN -OCCUPANCY - USE SPACES (INDICATING USE, CLASSIFICATION, SQUARE FOOTAGE, AND OCCUPANTLOAD S: t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :3A�3�•Ily�►�IYE:�:7 EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 LIFE SAFETY PLANS ISSUANCE No. I Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GMD DRAWN BY: GMD SHEET NO AOm2l 3/32" =1'-0" E c 3119I2019 L209 - BXUV.L209 - UL Product Spec FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer Search Parameters Assembly type Construct group Floor -Ceilings Wood Joist or Combination Wood and Steel Assemblies Protection type Rating Exposed Grid System Rating >_ 1 hr and < 2 hr BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CANIULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. L209 November 20. 2018 Unrestrained Assembly Rating — 1 Hr. Finish Rating —14 Min. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http;;!p rod uctspec.ul.comldecument. php7id =BXU V.L209 311912019 L209 - BXUV.L209 - UL Prod ucl Spec Finish Flooring — Floor Topping Mixture* — Compressive strength to be 1000 psi min. Thickness to be 314 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. ACG MATERIALS — Accu-Crete 0 types NexGen, Green, Prime, B, M, and PrePour, AccuRadiant, Accu Level types G40, G50 and SD30. Floor Mat Material* — (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. ACG MATERIALS—AccuQulet types P80, C40, D13, D-18, D25, DX38, EM.125, EM.125S, EM.250, EM.250S, EM.375, EM.375S, EM.750, and EM.750S. System No. 9 1. Subflooring — Min 23/32 in. thick T&G wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength axis of panels to be perpendicular to the trusses with end joints staggered 4 ft. Panels secured to trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. QC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. 2. Gypsum Board* — One layer of nom 5/8 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular to joists. Gypsum board secured with 1 in. long No. 6 Type W bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a minimum of 12 inches from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C — Type DS 2A. Floor Mat Materials* — (As an alternate to Item 2) - Floor mat material loose laid over the subfloor. MAXXON CORP — Type Acousti-Mat 118, Acousti-Mat 1/4, Acousti-Mat 1/4 Premium, Acousti-Mat 318, Acousti-Mat 3/8 Premium, Acousti-Mat 3/4, Acousti-Mal 314 Premium, Acousti-Top. 3. Gypsum Board* — (For use when floor mat (Item 2) is used) Two layers of nom 518 in. thick, 4 ft wide gypsum board, installed with long dimension perpendicular to joists on top of the floor mat material. Gypsum board secured to each other with 1 in. long No. 6 Type G bugle head steel screws spaced 12 in. OC and located a min of 1-1/2 in. from side and end joints. The joints of the gypsum board are to be staggered a minimum of 12 inches in between layers and from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C — Type DS httpalp rod uctspec.ul.ce mldocument.php7id=BXVV.L209 V10 311912019 8' L209 - BXUV.L209 - UL Product Spec ►1! 1) (2) (3 t �12 13) 1. Finish Flooring — 1 by 4 in., T&G; laid perpendicular to joists, or 19/32 in. plywood wood structural panels, min grade "Underlayment". Face grain of plywood http�llproductspec.ul.comldocument. php7id=BAUV.1-209 311912019 L209 - BXUV.L209 - UL Product Spec System No, 10 Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO —Types LRK, HSLRK, CSD USG MEXICO S A DE C V — Types LRK, HSLRK, CSD Floor Mat Materials* — (Optional) - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO —Types SAM, LEVELROCKe Brand Sound Reduction Board, LEVELROCKO Brand Floor Underlayment SRM-25 System No. 11 Finish Flooring — Floor Topping Mixture* — Compressive strength to be 1000 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. FORMULATED MATERIALS LLC —Types FR-25, FR-3Q and SiteMix Floor Mat Material* — Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 1 in. FORMULATED MATERIALS LLC —Types M1, M2, M3, R1, and R2 2. Building Paper —Commercial rosin -sized, 0.010 in. thick. 3. Subflooring — 1 by 6 in. TAG, fastened diagonally to joists, or 15132-in. plywood wood structural panels, min grade "C-D". Face grain of plywood to be perpendicular to joists with joints staggered. 4. Cross Bridging — 1 by 3 in. 5. Wood Joists —2 by 10 in., spaced 16 in. OC, firestopped. 6. Fixture Protection —Acoustical Material" — 1/2 in. thick, cut into pieces to form a 5-sided enclosure, trapezoidal in cross-section, approx 112 in. longer and wider than the fixture with sufficient depth of provide at least 2-1/2 in. clearance 6110 htlipflproductspec.ul.comldocument.php7id=BXUV.L209 311912019 L209 - BXUV.L21)9 - UL Product Spec to be perpendicular to joists with joints staggered. 1A. Alternate Finish Flooring — The alternate finish flooring may consist of the following: System No. 1 Floor Topping Mixture* — Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through a foam nozzle. Mix at rate of 1.4 Cu ft of preformed foam to 94 Ibs Type I Portland Cement and 300 Ibs of sand with approximately 5.5 gal of water. Cast density of Floor Topping Mixture 100 (+ or-) 5 pcf. Min compressive strength 1000 psi. Thickness 1-1/2 in. ELASTIZELL CORP OF AMERICA — Type FF. Deleted. System No. 2 System No. 3 Alternate Floor Mat Materials — (Optional) — Floor mat material nom 118 in. (3 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 3/4 in. (19 mm). HACKER INDUSTRIES INC — FIRM -FILL SCM 125 Alternate Floor Mat Materials — (Optional) — Floor mat material nom 114 in. (6 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25 mm). HACKER INDUSTRIES INC — Type FIRM -FILL SCM 250 Alternate Floor Mat Materials - (Optional) — Floor mat material nom 3/8 in. (10 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-114 in. (32 mm) HACKER INDUSTRIES INC — FIRM -FILL SCM 400 Alternate Floor Mat Materials - (Optional) — Floor mat material nom 3/4 in. (19 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-112 in. (38 mni HACKER INDUSTRIES INC — Type FIRM -FILL SCM 750 211a httipflproductape0.ul.comldocument.php7id=BXUV.L209 311912019 L209 - BXUV.L209 - UL Product Spec between the top of the fixture and the enclosure. The pieces are held together by 6d nails spaced 12 in. OC min. (S)=Surface Perforations. ARMSTRONG WORLD INDUSTRIES INC —Type P (S). 7. Flexible Steel Conduit — (Bearing the UL Listing Mark). S. Fixtures, Recessed Light — (Bearing the UL Listing Mark). Recessed light fixture with steel housing, 2 by 4 ft size. Fixtures spaced so their area does not exceed 16 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. Fixtures and ballasts must be considered for these ambient temperature conditions before installation. 9. Hanger Wire — Galy steel 12 SWG min diam. Spaced not more than 48 in. OC along main runners, adjacent to intersections of main runners and cross tees. Additional hanger wires required at all four corners of light fixtures, at midspan of cross tees adjacent to light fixtures, air duct outlets and at main runner splice locations. Hanger wire supported from 8d common nails located 1-112 in. below subflooring. 10. Steel Framing Members"' — Main runner tees nom 12 ft long, spaced 4 ft OC. Cross tees nom 4 ft long, installed perpendicular to main runners and spaced 2 ft OC. ARMSTRONG WORLD INDUSTRIES INC —Types AFG, AFG-A. CGC INC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. ROXUL USA INC. DIBIA ROCKFON —Types 250, 260, 1250, 1260, 1850, 1860. ARMSTRONG WORLD INDUSTRIES INC —Types FG, FST-6000,-6000A, -8000, -8000A, MLFR-6000. Type GLBP (consisting of main runners, 4 ft cross tees and steel straps) for use with 24 by 48 by 518 or 314 in. thick Type P lay -in panels. USG INTERIORS LLC—Types DXL, DXLA, DXLZ, DXLZA, SDXL, Si ZXLA. 10A. Steel Framing Members* — Main runners, nom. 10 or 12 ft long, spaced 4 ft OC. Cross tees, nom. 4 ft long, installed perpendicular to main runners, spaced 2 ft OC. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 718 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9/16 by 1/2 in. profile. CGC INC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. USG INTERIORS LLC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA, ZXLA. 7110 htlpflproductspec.ul.comldocument.php7id=BXUV.1-209 30912019 L209 - BXUV.L209 - UL Product Spec Metal Lath (Optional) — For use with 3/8 in. (10 mm), or greater, floor mat materials, 318 in. expanded steel diamond mesh, 3.4 Ibslsq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1 in. (25 mm) over the floor mat. Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Firm-Fill4010, Gyp -Span Radiant System No. 4. Floor Mat Materials* — (Optional) — Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture. Floor topping thickness a min 1 in. over the floor mat. ECORE INTERNATIONAL INC — Type QTscu 4002 HACKER INDUSTRIES INC — Type Hacker Sound -Mat Alternate Floor Mat Materials — (Optional) — Floor mat material nom 114 in. (6 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor -topping mixture. ECORE INTERNATIONAL_ INC — Type QTrbm 3006-3 HACKER INDUSTRIES INC — Type Hacker Sound -Mat II Metal Lath (Optional) —For use with 318 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 Ibslsq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring — Floor Topping Mixture* — Min 314 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill High Strength, Gyp -Span Radiant 3110 htlipflproductspec.ul.comldocument.php7id=BXUV.L209 311912019 L209 - BXUV.L209 - UL Product Spec 10B. Steel Framing Members* — For use with metric size panels described under Item 13. Main runners nom 3000 or 3600 mm long, spaced 1200 mm OC. Cross tees nom 1200 mm long, installed perpendicular to main runners and spaced 600 mm OC for 600 by 1200 mm lay -in panels. Border panels supported at walls by min. 0.016 in. thick painted steel angle with 718 in. legs or min. 0.016 in. thick painted steel channel with a 1 by 1-9116 by 112 in. profile. CGC INC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. USG INTERIORS LLC — Types DXL, DXLA, DXLZ, DXLZA, SDXL, SDXLA. 11. Air Duct — Formed of 20 MSG galy steel, with duct openings not exceeding 113 sq in. per each 100 sq ft of ceiling area. Area of Ind duct opening not to exceed 113 sq in. Max dimension of opening 12 in. Supported from hanger straps made of double thickness 24 MSG gale steel and spaced 42 in. OC. 12. Air -Duct Protection Board — Made of min 24 by 24 by 1/2 or 1 in. piece of Acoustical Material placed on top of duct over opening, extending the entire width of the duct and beyond the edges of the opening not less than 5 in. ARMSTRONG WORLD INDUSTRIES INC — 1/2 in. min thickness. CERTAINTEED CORP — 1 in. min thickness 13. Acoustical Material* — 24 by 48 lay -in panels. Border pieces supported by min 0.016 in. thick (26 MSG) painted steel angle with 1 in. legs; or min 0.016 in. thick (26 MSG) painted steel channel, 1-5/8 in. deep with 1 in. bottom flange and 3/4 in. lop flange. Acoustical material held securely on steel framing members by means of hold-down clips, 1/4 in. wide, formed of 24 MSG spring steel and spaced 2 ft O.C. along cross tees. (S)=Surface Perforations. ARMSTRONG WORLD INDUSTRIES INC —Type 1/2, 5/8 or 3/4 in. P (S). 311912019 L209 - BXUV.L209 - UL Prod ucl Spec System No. 5 Finish Flooring -Floor Topping Mixture* — Min 314 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi.Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP — Type D-C, GC, GC 2000, L-R, T-F, CT, SS. RAPID FLOOR SYSTEMS —Type RF, RFP, RFU, Ortecrete Floor Mat Materials* (Optional) — Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP —Type Acousti-Mat 118, Acousti-Mat 114, Acousti-Mat 1/4 Premium, Acousti-Mat 318, Acousti-Mat 318 Premium, Acousti-Mat 3/4, Acousti-Mai 3/4 Premium, Acousti-Top. Floor Mat Reinforcement - (Optional) - Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinforcement. Metal Lath (Optional) — 3/8 in. expanded galvanized steel diamond mesh, 3.4 Ibslsq yd loose laid over the floor mat material. Fiber Glass Reinforcement - (Optional, Not Shown) - 0.015 in, thick PVC coated non -woven fiberglass mesh, 0.368 Ibs/sq yd loose laid over the floor mat material. System No. 6 Finish Flooring —Floor Topping Mixture* — Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mix a rate of 1.20 cu ft of preformed foam to 94 Ibs Type I Portland cement and 300 Ibs of sand with 5-112 gal of water. Cast density of floor topping mixture 95 to 105 pcf. Min compressive strength of 1000 psi. Min thickness 1-1/2 in. AERIX INDUSTRIES System No. 7 Finish Flooring — Floor Topping Mixture* — Compressive strength to be 2100 psi min. Thickness to be 3/4 in. min. Refer to manufacturer's instructions accompanying the material for specific mix design. System No. 8 4110 httpalproductspec.ul.comldocument.php7id=BXUV.L209 Type P (S) 15 mm thick 600x1200 mm. These metric size panels may only be used with metric size grid described under item 10A. 14. Wood Hanger Block — 2 by 4 in., installed between and perpendicular to wood joists. Located to support duct suspension straps and hanger wire 1-1/2 in. below subflooring at sides of light fixtures wherever duct straps and hanger wires are located between wood joists. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-11-20 Bile htlipflproductspec.ul.comldocument.php7id=BAUV.L209 9110 5110 311912019 L209 - BXUV.L209 - UL Product Spec Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. . Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Fallow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirely and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC". UL and the UL logo are trademarks of UL LLC © 2U19 All Rights Reserved. httpalp rod uctspec.ul.comldocument.php7id=BXUV.L209 10110 t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 CONSTRUCTION ASSEMBLIES ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GMD DRAWN BY: AB SHEET NO AOm22 c E 0 U 4 U 2 L to n 7 30912019 X526 - BXUV.X526 - UL Product Spec FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer Search Parameters Assembly type Protection type Columns Gypsum Board Rating Rating ? 1 hr and < 2 hr BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CANIULC-5101 Certified for Canada Design Criteria and Allowable Variances Design No. X526 December 26, 2018 Ratings - 1, 2, 3 and 4 Hr. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http�llpmductspec.ul.comldocument. php7id=BXUV.X526 3/1912019 A SNAP -LOOK 7 E PITTSBURG SCAN 1/7 http�llpmductspee.ul.comldocument.php7id=BXUV.X526 X526 - BXUV.X526 - UL Product Spec A NO.8 X `%x SHEET STEEL SCREWS SPACED 12" O.C. MAX �x I LAP 311912019 X526 - BXUV.X526 - UL Product Spec NO. 8 X 1/2 SHEET STEEL SCREWS SPACE, 12" O.C. MAX i 3l4.. ice-- .......... ��. LAP JOINT 1. Steel Column - Min sizes of W shape and tubular steel columns in the AISC Steel Construction Manual as shown under Item 2. 2. Gypsum Board -- Any 112 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in, thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 518 in. thick or 1/2 in. thick gypsum board. Min total thicknesses of layers in inches for the various ratinas and min column sizes are as follows: W Shape Columns Min Column Size Rating Hr Total Thkns of Layers of Outside Flange Web Wallboard In. Dimensions Thkns Thkns In.2 1 2 3 4 Dsg In. In. In. Area W4xl3 4-118x4 1 0.345 0.280 3.82 1 1-1/2 2-1/4 - W6x15.5 6x6 0.269 0.235 4.56 1 1-1/2 2-1/4 3- 1/8 W1009 10x10 0.558 0.340 14.4 112 1-1/8 1-7/8 2- 1I2 Tubular Shape Columns Rating Hr Total Thkns of Min Column Size Layers of Wallboard In. Outside Dimensions Thkns Dsa In. In. 1..2e-_- f 2 3 4 2/7 http;llproductspec.ul.com/documcnt.php?id=BXUV.X52G 3l7 311912019 X526 - BXUV.X526 - UL Product Spec W1912019 X526 - BXUV.X526 - UL Product Spec 311912019 X526 - BXUV.X526 - UL Product Spec SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification)- 3. Steel Covers - For seamed joints - 0.024 in. min thickness (No. 24 MSG) bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. CKNX.R19262 uncoated, galy or stainless steel, for column ratings of 3 hr or less. For 4 hr ratings, Always look for the Mark on the product. only stainless steel cover to be used. Covers consist of two L-shaped sections with Snap -Lock or Pittsburgh sheet steel joints. Width to be determined on the basis of UL permits the reproduction of the material contained in the Online Certification Directory subject to THAI GYPSUM PRODUCTS PCL (View Classification) - CKNX.R27517 protection thickness and column size. Length of sections to provide 118 in. clearance the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, per lineal foot of column length between cover and any restraint. andlor Certifications (files) must be presented in their entirety and in a non -misleading manner, For lapped joints - (Max ratings 2 hr)- No. 22 MSG (0.027 in. thick) uncoated or without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online UNITED STATES GYPSUM CO (View Classification) - CKNX.R1319 galy steel. Fasteners used at laps to be No. 8 by 112 in. steel sheet metal screws Certifications Directory with permission from UL" must appear adjacent to the extracted material. In spaced a max of 12 in. O.C. Other details to be the same as those stated for addition, the reprinted material must include a copyright notice in the following format: "O 2019 UL seamed joints as shown above. LLC". USG BORAL DRYWALL SFZ LLC (View Classification) - CKNX.R38438 4. Corner Bead - For columns with outer layer of wallboard attached to outside UL and the UL logo are trademarks of UL I_LC © 2019All Rights Reserved. surface of metal cover, No. 28 MSG galy steel, 1-1/4 in. legs corner beads attached USG MEXICO S A DE C V (View Classification) - CKNX.R16089 to wallboard with screws spaced 12 in. O.C. 5. Screws - For columns with outer layer of wallboard attached to outside surface of metal cover, self -drilling Phillips bugle head, 1 in. long screws for 1/2 or 5/8 in. 2A. Gypsum Board* -As an alternate to Item 2, 3/4 in. thick applied as described thick wallboard (1-1I4 in. long screws for 3/4 in. thick wallboard) are used to attach in Item 2. wallboard to steel cover, and corner bead to wallboard. CGC INC - Type IP-X3 or ULTRACODE 6. Sodium Silicate Solution - (Not shown, optional) - Used to adhere one layer of wallboard to inside of steel cover prior to assembly. UNITED STATES GYPSUM CO -Type IP-X3 or ULTRACODE 7. Finishing System - (Not shown) -Joint compound applied over corner heads to a thickness of 1116in. USG BORAL DRYWALL SFZ LLC - Type ULTRACODE USG MEXICO S A DE C V - Type IP-X3 or ULTRACODE 2B. Gypsum Board* - (As an alternate to Items 2 and 2A) - Nominal 518 in. thick panels. One of the layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in Item 2 may be substituted with one layer and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES 2C. Wall and Partition Facings and Accessories* - (As an alternate to Items 2 through 2B)- Composite Gypsum Panel - Nominal 5/8 in. thick panels. One of the layers of Gypsum Board (Item 2) used to obtain the minimum required thickness in Item 2 may be substituted with one layer of composite gypsum panel and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock 527 http�llpmductspec.ul.comldocument. php7id=BXUV.X526 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-12-26 Design!System/ConstructionlAssembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in Itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products 5R http�llpmductspee.ul.comldocument.php7id=BXUV.X526 6R httpalproductspec.ul.com/document.php?id=BXUV.XS26 7R 311912019 X526 - BXUV.X526 - UL Product Spec --� --- ---- Ill. rues - - - TS4X4X0.188 4X4 0.188 2.74 1 1-3/4 2-5/8 - TS4.5X4.5X0.250 4.5X4.5 0.25 3.84 5/8 TS8X8X0.250 8X8 0.250 7.48 5/8 1-112 2-1/2 - Applied in layers as shown in above illustration. Each layer held together with paper masking adhesive tape during erection to allow placement of succeeding layers. For column ratings of 2 hr or less, one layer of gypsum board may be applied to the outer surface of steel cover. Boards applied vertically, without horizontal joints, attached to cover with screws located 1 in, from the board edge and 8 in. OC. ACADIA DRYWALL SUPPLIES LTD (View Classification) - CKNX.R25370 AMERICAN GYPSUM CO (View Classification) - CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) - CKNX.R19374 CERTAINTEED GYPSUM INC (View Classification) - CKNX.R3660 CGC INC (View Classification) - CKNX.R19751 CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C (View Classification) - CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C (View Classification) - CKNX.R2717 LOADMASTER SYSTEMS INC (View Classification) - CKNX.R11809 NATIONAL GYPSUM CO (View Classification)--eXP-C, CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification) - CKNX.R7094 PANEL REY S A (View Classification) - CKNX.R21796 http;lipmductspec.ul.com/docament.php?id=BXUV.XS26 4R t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 CONSTRUCTION ASSEMBLIES ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GMD DRAWN BY: AB SHEET NO AOm23 FLOOR PLAN NOTES UNLESS OTHERWISE INDICATED: 1. ALL WALLS TO BE M35bUNO. 2. ALL EXISTING WALLS, INCLUDING PERIMETER WALLS TO RECEIVE ONE NEW LAYER OF 5/81, GWB. 3. THERE WILL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS ETC. ALL SURFACES SHALL BE CONCEALED OR FURRED AND FINISHED. 4. SEE SHEET A7.00 PARTITION LEGEND FOR WALL TYPES. 5. EQUIPMENT AND FURNISHINGS DASHED ARE PROVIDED BY OWNER, SEE FF&E PLAN ON SHEET A2.11 FOR ADDITIONAL INFORMATION, FURNISHED BY, INSTALLED BY, COORDINATION, BACKING AND OTHER REQUIREMENTS. DEMOLITION NOTES 1. DEMO ALL EXISTING WALLS AS INDICATED. 2. DEMO EXISTING FLOORING & WALL BASE IN ENTIRE SPACE. 3. DEMO EXISTING DOORS UNO. 4. DEMO EXISTING CEILING GRID & TILE IN ENTIRE SPACE. --� PARTIAL FLOOR PLAN - LEVEL 2 - NEW 1 /4" = 1'-0" 3 FLOOR PLAN - LEVEL 2 - DEMO 1 /4" = 1'-0" 3 L--i I—J II II II II II I I I I I I I I Ir 1 6 t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 DEMO PLAN & FLOOR PLAN ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GD DRAWN BY: AP SHEET NO A2ml 1 E Cn C FF&E PRODUCT COORD. WI COORD. WI COORD. WI COORD. WI NO. DESCRIPTION MODEL INSTALLATION BLOCKING ELEC. MECH. PLUMBING VENDOR REMARKS 01 SOAP DISPENSER BRADLEY CORPORATION - DIPLOMAT SOAP DISPENSER - 6A00-11 FIC 02 PAPER TOWEL DISPENSER BOBRICK B-4262 FIC 03 TOILET PAPER DISPENSER BOBRICK B-2840 FIC 04 TOILET SEAT DISPENSER B-221 FIC 05 SANITARY NAPKIN DISPOSAL B-270 FIC Yes 06 36" GRAB BAR BOBRICK B-6806 - 36 FIO Yes No No No No 07 42" GRAB BAR BOBRICK B-6806 - 42 FIC Yes No No No No 08 18" GRAB BAR - VERTICAL B-6806 FIC Yes No No No No 09 24X36 MIRROR BOBRICK B-290 2436 FIC 10 DISHWASHER TBD FIO 11 COAT HOOK - 48" B-671 FIC 12 COAT HOOK - 62" B-671 FIC 13 MICROWAVE TBD FIO 14 REFRIGERATOR TBD FIO TYPICAL SYMBOLS - LIGHTING CEILING -MOUNTED OR OVERHEAD - MOUNTED LIGHTING - 1X4 CEILING -MOUNTED OR OVERHEAD - MOUNTED LIGHTING - 2X2 O PENDANT LIGHTING 0 VANITY LIGHT O 6" RECESSED DOWN LIGHTING ILLUMINATED EXIT SIGNS CEILING PLAN NOTES UNLESS OTHERWISE INDICATED: 1. ALL CEILINGS TO BE ACP-1 UNO. 2. DIMENSIONS ARE FACE OF FINISH OR TO CENTERLINE OR EDGE OF FIXTURE. 3. ALL CEILING HEIGHT DIMENSIONS ARE TO BOTTOM OF SUSPENSION GRID OR FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE. 4. CENTER METAL SUSPENSION SYSTEMS OR CEILING PANELS IN ALL ROOMS IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE. PARTIAL PANELS SHALL NOT BE LESS THAN 6" IN EITHER DIRECTION. 5. LOCATE SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING -MOUNTED MECHANICAL, ELECTRICAL, PLUMBING AND SECURITY DEVICES CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. IN GYPSUM BOARD CEILINGS, ALIGN FIXTURES, ACCESS PANELS, DEVICES AND CENTER IN SPACES UNLESS NOTED OTHERWISE. 6. CENTER AND ORIENT LIGHT FIXTURES IN ROOMS, UNLESS NOTED OTHERWISE. MULTIPLE IDENTIAL LIGHT FIXTURES IN A SPACE SHALL BE ALIGNED TO THE CENTERLINE OF THE GOVERNING DIMENSION. CENTER LIGHT FIXTURES IN CEILING PANELS ON THE PANEL OR ALIGNED WITH THE PANEL EDGE UNLESS NOTED OTHERWISE. 7. NOT ALL REQUIRED ACCESS PANELS ARE SHOWN. PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINS AS REQUIRED TO ALLOW ACCESS TO ABOVE CEILING EQUIPMENT AND DEVICES. FF&E PLAN - LEVEL 2 1 /4" = 1'-0" CEILING PLAN - LEVEL 1 /4" = V-0" ®O Z ® z z t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 36264REGISTERED RCHITECT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 CEILING PLAN & FF&E PLAN ISSUANCE No. I Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: DRAWN BY: SHEET NO Author A2m12 c 3 r c r r r, u c c a E cn J MATERIAL FINISH LEGEND NAME DESCRIPTION MANUFACTURER MATERIAL STYLE/SERIES COLOR/TEXTURE SIZE REMARKS/INSTRUCTIONS CONTACT FIRE-RESISTANT ACOUSTIC CEILING ACP-1 FIRE-RESISTANT ACOUSTIC CEILING ARMSTRONG CEILINGS DUNE FIREGUARD, SQUARE LAY -IN SUPRAFINE XL FIRE GUARD EXPOSED GRID TEE SYSTEM 1 HOUR FIRE RESISTANCE RATED CEILING WHITE 2X2 / 9/16" GRID BASE B-1 BASE JOHNSONITE BASEWORKS 4" (COVE AT RESILIENT TILE) TA8 WELSH CASTLE CB 4" CARPET CPT-1 CARPET SHAW CONTRACT ARRANGE STRATAWORX STERLING SILVER 24" X 24" CORNER GUARD CG-1 CORNER GUARD KOROGUARD ANODIZED ALUMINUM CORNER GUARD SATIN 1/2" LEG, FULL WALL HEIGHT FILM F-1 FILM 3M FASARA FILM SH2EMOS-OSLO PAINT P-1 PAINT SHERWIN WILLIAMS ON THE ROCKS - SW7671 EGG SHELL P-2 PAINT SHERWIN WILLIAMS UNCERTAIN GRAY - SW6234 EGG SHELL P-3 PAINT SHERWIN WILLIAMS ON THE ROCKS - SW7671 SEMI -GLOSS DOOR FRAMES PLASTIC LAMINATE PL-1 PLASTIC LAMINATE WILSONART ASIAN NIGHT - 7949K-18 MATTE PL-2 PLASTIC LAMINATE WILSONART WINDSWEPT - 4795-60 MATTE COUNTERTOPS RESILIENT SHEET RS-1 RESILIENT SHEET SHAW CONTRAT VITALITY STRENGTH 6' ROLL GOODS RESILIENT TILE RT-1 RESILIENT TILE TERRAIN II SOUNDSCAPE TIMBER 6" X 36" SOLID SURFACING MATERIAL SSM-1 SOLID SURFACING MATERIAL CAESAR STONE 4120 RAVEN 1 1/2" THICK SLAB TILE T-1 TILE STONES OZ SERIES DARK STRIPES 12X24 T-2 TILE PORCELANOSA OZ SERIES SOLID 12X24 & 6" X 24" WAITING ROOM FEATURE WALL T-3 TILE CONCEPT SURFACES OZ SERIES SOLID 12X24 FLOOR TILE WALL COVERING WC-1 WALL COVERING WOLF GORDON DAMSA 5046 GLACIER j� DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS AT DOOR OPENING) CORK FLOORING OR VINYL FLOORING (SHEET, TILE, OR PLANK) DIFFERENCE IN FLOORING MADE UP BY ONE OF THE FOLLOWING: TROWELLED -ON FLOORING UNDERLAYMENT TAPERED AT 1/4" PER FOOT MAXIMUM SLOPE OR VINYL TRANSITION (SIMILAR TO BENGARD FLOOR EQUALIZERS) TAPERED AT 1/4" PER FOOT MAXIMUM SLOPE, CUT TO LENGTH. METAL EDGE TRIM (SIMILAR TO SCHLUTER SCHIENE) STONE TILE, CERAMIC TILE, PORCELAIN TILE, OR QUARRY TILE (THINSET) FLOORING TRANSITION - SLOPED -RESILIENT TO TILE 12" = 1'-0" CONTINUOUS METAL OR WOOD BLOCKING AS NECESSARY FOR FASTENING OF TILE SCREED TILE TYPES, SIZES, AND PATTERNS, AND GROUT TYPES AND COLORS AS SCHEDULED AND AS INDICATED ON INTERIOR ELEVATIONS. ADHERE PER MFR'S RECOMMENDATIONS TO COMPATIBLE SUBSTRTATE. AT DAMP AREAS: 5/8" TILE BACKER BOARD OR 5/8" GL;ASS-MAT WATER- RESISTANT GYPSUM BOARD. AT DRY AREAS. 5/8" GYPSUM BOARD. SCHLUTER - DILEX-AHK FLOOR TILE AS SCHEDULED n TILE BASE AND TILE FLOOR - SCHLUTER / 6" = 1'-0" CORNER GUARD 6" = 1'-0" PARTITION AS SCHEDULED WALL FINISHES AND/OR WALL PROTECTION TO BE APPLIED PRIOR TO ATTCHMENT OF CORNERGUARD CORNERGUARD WITH WINGS - FASTEN WITH MFR- RECOMMENDED ADHESIVE OR TAPE, UNLESS OTHERWISE INDICATED OR SPECIFIED TERMINATE CORNERGUARD AT TOP OF WALL -BASE (WALL -BASE VARIES) — � 11 JNLESS OTHERWISE INDICATED DIMENSION POINT (LOCATE BENEATH DOOR LEAF, WHERE OCCURS AT DOOR OPENING) CORK FLOORING OR VINYL FLOORING (SHEET, TILE, OR PLANK) DIFFERENCE IN FLOORING MADE UP BY ONE OF THE FOLLOWING: TROWELLED -ON FLOORING UNDERLAYMENT TAPERED AT 1/4" PER FOOT MAXIMUM SLOPE OR VINYL TRANSITION (SIMILAR TO BENGARD FLOOR EQUALIZERS) TAPERED AT 1/4" PER FOOT MAXIMUM SLOPE, CUT TO LENGTH. METAL EDGE TRIM (SIMILAR TO FUTURA INDUSTRIES TT -SERIES TILE TRIMS) GLUE -DOWN CARPET FLOORING TRANSITION - SLOPED -RESILIENT TO CARPET 12" = 1'-0" FLOOR FINISH LEGEND CPT-1 RS-1 RT-1 T-3 FINISH PLAN - LEVEL 2 1/4" = 1'-0" t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :3A�3�•Ily�►�IYE:�:7 EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 FINISHES PLAN ISSUANCE No. I Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO A2m2l PARTITION -TYPE LEGEND E C SEE UL DESIGN L209 ON SHEET A0.22 EXISTING STRUCTURE ABOVE SEE UL DESIGN L209 ON SHEET AO.22 EXISTING STRUCTURE ABOVE PARTITION CORE -TYPE AND SIZE CONCRETE C4 = 4" CIP CONCRETE C6 = 6" CIP CONCRETE C8 = 8" CIP CONCRETE STEEL SO = 7/8" FURRING CHANNELS S1 = 1 5/8" STUDS S2 = 2 1/2" STUDS S3 = 3 5/8" STUDS S4 = 4" STUDS S6 = 6" STUDS (OR 6" TRACKS) MASONRY M4 = 4" NOMINAL CMU M6 = 6" NOMINAL CMU M8 = 8" NOMINAL CMU WOOD W4 = 2X4 WOOD FRAMING (3 1/2") W6 = 2X6 WOOD FRAMING (5 1/2") PARTITION INSULATION AND/OR LEAD LINING --- NO INSULATION OR LEAD LINING A ACOUSTICAL INSULATION L LEAD LINING T THERMAL INSULATION PARTITION VERTICAL CONFIGURATION (DETAILED ON THIS SHEETPARTITION ASSEMBLY (DETAILED ON THIS SHEET) io FASTEN CLIP ANGLE TO BRACE WITH _ (2) #10 SHEET -METAL SCREWS 16 GA SHEET -METAL __ ------ 20 GAGE MINIMUM, 2 1/2' MINIMUM STEEL STUD OR BLOCKING CONTINUOUS PARTITION -TYPE: VERTICAL CONFIGURATION LEGEND r' - - - - - 20 GAGE MINIMUM METAL CLIP TRACK (BRACE) AT 4'-0" OC MAXIMUM - ALTERNATE ALONG LENGTH CASEWORK, ANGLE SIZE AS NECESSARY FOR L--- --- ------- DIRECTION OF EACH BRACE WHERE POSSIBLE +I +I + GYPSUM BOARD SECURE ATTACHMENT TO STRUCTURE DECKING ABOVE. , FASTEN CLIP ANGLE TO BRACE WITH 3" X 3" X 3" X 20 GAGE MINIMUM, METAL + (2) #10 TEKS SCREWS OVER FRAMING AND SHEET FASTEN SIMILAR TO DETAIL FOR �� 2 #10 SHEET -METAL SCREWS O CLIP -ANGLE - FASTEN TO BRACE AND TO AT EACH STUD -METAL + BLOCKING SEE DETAIL 3 ON THIS PAGE SEE DETAIL 7 ON THIS PAGE CONTRACTOR MAY ELECT PARTITION ATTACHMENT TO RUNNER TRACK WITH (2) # 10 SHEET -METAL 1+I _ _ TO BRACE PARTITION IN STRU��IIRE/DECKING ABOVE � 20 GAGE MINIMUM, 2 1/2" MINIMUM STEEL STUD OR SCREWS I I I I LIEU OF EXTENDING ` TRACK ( BRACE) AT 4'-0" OC MAXIMUM - ALTERNATE z_ STUD PER 1 �__ FRAMING TO STRUCTURE < DIRECTION OF EACH BRACE WHERE POSSIBLE PARTITION -TOP RUNNER/TRACK - SLOTTED OR ELEVATION VIEW WALL TYPE ♦ i ABOVE NESTED OR DEEP -LEG AS NECESSARY TO ♦ ♦ 3" X 3" X 3" X 20 GAGE MINIMUM, METAL ACCOMODATE 3/4" DEFLECTION CLIP -ANGLE - FASTEN TO BRACE AND TO ♦ RUNNER TRACK WITH (2) # 10 SHEET -METAL ♦♦ i � SCREWS SHEET -META L BLOCKING i , PARTITION -TOP RUNNER/TRACK - SLOTTED OR \` i �♦ ,' z NESTED OR DEEP -LEG AS NECESSARY TO IT co ACCOMODATE 3/4" DEFLECTION o / - ° - FASTEN PER NOTE: AT CONDITIONS WHERE CASEWORK IS ♦ i ------------- FABRICATOR FA TOR ATTACHED TO EXISTING PARTITIONS, AND SHEET -I S METAL BLOCKING CANNOT BE PROVIDED, i STUDS CUT TO ACCOMODATE 3/4" DEFLECTION RECOMMENDATIONS ATTACHMENT SHALL BE TO EXISTING STUDS ONLY. z PROVIDE 1/2" FLEXIBLE FIRE SEALANT JOINT, TYP, PROVIDE 1/2FLEXIBLE FIRE SEALANT JOINT, TYP, PROVIDE A MINIMUM OF (3) # 10 TEK SCREWS AT o EACH SIDE AT RATED SUSPENDED CEILING SYSTEM, EACH SIDE AT RATED SUSPENDED CEILING SYSTEM, EACH STUD. CASEWORK TO BE ATTACHED AT I— WHERE OCCURS WHERE OCCURS EACH STUD AND IN NO CASE LESS THAN (2) STUDS. Q o_ a_ c� �. FRAMED PARTITION PER FLOOR PLANS - FRAMED PARTITION PER FLOOR z z o' CONSTRUCTION MAY VARY PLANS - CONSTRUCTION MAY VARY PLAN VIEW J_ PARTITION TOP - BRACED 6" ABOVE CEILING PARTITION TOP - FRAMED TO STRUCTURE C1010.19 BACKING/BLOCKING FOR WALL-MTD CABINETS U o 1 1/2" = V-0" FASTEN STRUT TO STRUCTURE ABOVE WITH / APPROVED OR ENGINEERED FASTENERS BRACING WIRES FOUR #12 (MINIMUM)WIRES SPLAYED 90- DEGREES FROM EACH OTHER, AT AN ANGLE OF NOT EXCEEDING 45-DEGREES FROM THE PLANE OF THE CEILING COMPRESSION STRUTS FOR CEILINGS GREATER THAN 1000 SF, PROVIDE CISCA-COMPLIANT, CODE -COMPLIANT BRACING WITH COMPRESSION STRUT. COMPRESSION STRUT MAY BE USG DONN- BRAND COMPRESSION STRUT OR ANY OTHER APPROVED OR ENGINEERED SYSTEM, USING LIGHT -GAGE FRAMING, ELECTRICAL CONDUIT OR COLD -ROLLED STEEL SECTIONS. A SINGLE 2 1/2" X 1 1/4" 25 GAGE STUD (25OS125-18) AS INDICATED, WILL SPAN UP TO 82" FASTEN STRUT TO SUSPENSION SYSTEM WITH APPROVED OR ENGINEERED FASTENERS 1 1/2" = V-0" CEILING -MOUNTED LIGHTING, AND CEILING -MOUNTED AIR TERMINALS AND SERVICES: ALL CEILING -MOUNTED LIGHTING FIXTURES, AND CEILING -MOUNTED AIR TERMINALS AND SERVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. PENDANT -HUNG LIGHTING FIXTURES, LIGHTING FIXTURES WEIGHING 56 LBS OR MORE, AND AIR TERMINALS AND SERVICES WEIGHING 56 LBS OR MORE SHALL BE SUPPORTED FROM THE STRUCTURE ABOVE. AT INTERMEDIATE -DUTY SUSPENSION SYSTEMS ONLY, ONE #12 HANGER WIRE SHALL BE ATTACHED TO A GRID MEMBER WITHIN 3" OF EACH CORNER OF EACH LIGHTING FIXTURE. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS, AND AIR TERMINALS AND SERVICES WEIGHING 20 TO 56 LBS, SHALL HAVE TWO 12 GAGE HANGERS (SLACK WIRES ALLOWED) CONNECTING THE ITEM TO THE STRUCTURE ABOVE. WALL OR PARTITION SUPPORTING PERIMETER OF SUSPENSIONS SYSTEM. CONSTRUCTION MAY VARY - FRAMED CONSTRUCTION WITH GYPSUM BOARD IS INDICATED. ATTACH (HEAVY-DUTY) CEILING GRID MEMBERS TO TWO ADJACENT WALLS, AND ALLOW 3/4" CLEARANCE TO CEILING GRID MEMBERS ON THEIR OPPOSITE WALLS. ACCOMPLISH BY MEANS OF 7/8" WALL MOLDINGS ALL AROUND WITH MFR'S SEISMIC CLIPS ALL AROUND. PROVIDE HANGERS WITHIN 8" OF PERIMETER WALLS, ALL SIDES AT CEILINGS OF 1000 SF OR GREATER PROVIDE CISCA-COMPLIANT SEISMIC BRACING WITH COMPRESSION STRUTS AT 12'-0" EACH WAY. ATTACH TO MAIN RUNNER, WITHIN 2" OF CROSS -RUNNER 4 _ ACOUSTICAL CEILING PANELS 2" MAXIMUM - NOTE THE FOLLOWING: FURNISH HEAVY-DUTY CEILING GRID (SUSPENSION SYSTEM) IN ACCORDANCE WITH ASTM C-635. INTERMEDIATE -DUTY SYSTEMS MAY BE PROVIDED WHEN REMODELING REQUIRES "MATCHING EXISTING" AND THE EXISTING SYSTEM IS INTERMEDIATE DUTY. INSTALL CEILING GRID IN ACCORDANCE WITH ASTM C-636, INCLUDING PROVISIONS ON WIRE HANGERS, ATTACHMENT OF WIRE HANGERS, SPACING OF WIRE HANGERS, CARRYING CHANNELS, SPLICES, ASSEMBLY DEVICES, AND CEILING FIXTURES. INSTALL CEILING GRID IN ACCORDANCE WITH THE ADDITIONAL INFORMATION ON THIS DETAIL, WHICH IS A SUMMARY OF THE CISCA (ARCHITECTURAL) STANDARDS FOR SEISMIC ZONES 3 AND 4 (DESIGN CATEGORIES D, E, AND F). INSTALL CEILING -MOUNTED ITEMS AND FIXTURES, INCLUDING LIGHT FIXTURES, MECHANICAL SERVICES, CABLE TRAYS, CONDUIT AND SIMILAR IN ACCORDANCE WITH CISCA STANDARDS FOR SEISMIC ZONES 3-4. THIS MAY INCLUDE INDEPENDENT SUPPORT FOR SOME CEILING -MOUNTED ITEMS. PROVIDE CISCA-COMPLIANT SEISMIC BRACING AND COMPRESSION STRUTS ONLY IN CEILINGS OF 1000 SF OR GREATER ( SEE ASCE 7-13.5.6.2.2 SECTION C) IN CEILINGS WITHOUT LATERAL BRACING, PROVIDE FLEXIBLE CONNECTION FROM SPRINKLER BRANCH LINES TO SPRINKLER HEADS, IN LIEU OF OVERSIZED SPRINKLER OPENINGS IN CEILING IN CEILINGS GREATER THAN 2500 SF, PROVIDE 2" WIDE MINIMUM CEILING JOINT AS INDICATED AND DETAILED ON CEILING PLANS. 1 1/2" = V-0" )VERHEAD STRUCTURE 'ARIES PER NOTES BELOW METAL STUD -TRACK JOISTS: =WS 1 5/8" TO 8" 0 PARTITION TOP -TRACK FASTENING 1 5/8" TO 8" 'OOD FLOORISUBFLOOR: =WS METAL STUD -TRACK AT ACOUSTICAL PARTITIONS, APPLY A FILLET OF ACOUSTICAL SEALANT AT BOTTOM CORNER OF TRACK EACH SIDE FLOOR MATERIAL VARIES PER NOTES ABOVE a full -barrier partition ALL (GYPSUM) BOARDS BOTH SIDES EXTEND FULL - HEIGHT. FRAMING (AND INSULATION WHERE OCCURS) EXTENDS FULL -HEIGHT. PARTITION -TYPES b standard partition ALL (GYPSUM) BOARDS ALL SIDES EXTEND PARTIAL - HEIGHT. FRAMING EXTENDS FULL -HT, OR IS BRACED TO STRUCT, OR BRACED TO PARTITIONS EA END. T 5/8" TYPE X GWB EACH SIDE 5/8" GWB EACH SIDE INSULATION IF INDICATED ON PARTITION TAG MIN 3 5/8" METAL STUDS @ 16" OC METAL STUDS @ 16" OC � I + I STC-35 (W/O INSULATION) STC-40 (W/ INSULATION) 1-HR FIRE -RATED: CONSTRUCT PER UL ja DESIGN U-419-31 NO FIRE -RATING 3 - ------------------------------------------------------------------------- t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT ISTATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :3A�3�•Ily�►�IYE:�:7 EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PARTITION LEGEND & CEILING DETAILS ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GMD DRAWN BY: JLO SHEET NO C3030.17 TYPICAL ACP CEILING SYSTEM 3" = 1'-0" 1 PARTITION FLOOR -TRACK FASTENING 6" = 1'-0" A7mOO ^' DOOR TYPE LEGEND DOOR SCHEDULE FIELD VERIFY TO �� MATCH EXISTING ADJACENT FRONT ENTRY DOOR 0 FLUSH FH (HINGED) FG FULL GLASS- FG`X FULL GLASS -CITE CITE (MATCH EXISTING) HARDWARE TYPE/SET LEGEND GLAZING LEGEND FRAME TYPE LEGEND OPNG SIZE PER OPNG SCHEDULE A DOOR ONLY GENERAL NOTES FOR DOORS, FRAMES, RELITES, SIDELITES, AND HARDWARE UNLESS OTHERWISE NOTED: 1. ALL DOOR TYPES ARE SHOWN AS SINGLE LEAFS, WHETHER SINGLE OR DOUBLE. SEE PLANS FOR ACTUAL CONFIGURATION AND SWING OF LEAFS. 2. AT HOLLOW METAL DOORS, ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER STEEL DOOR INSTITUTE (SDI) STANDARDS, UNO. 3. AT WOOD DOORS, ALL STILE SIZES, RAIL SIZES, LITE SIZES, AND LITE DETAILS SHALL BE PER AMERICAN WOODWORK INSTITUTE (AWI) STANDARDS, UNO. 4. AT STOREFRONT DOORS, ALL STILE SIZES, RAIL SIZES, AND RAIL LOCATIONS SHALL BE PER THE MANUFACTURER'S STANDARD MEDIUM -STILE DOOR, UNO. 5. ALL GLAZING (IN DOOR LITES AND SIDE LITES SHALL BE (FULLY-TEMPERED)SAFETY GLASS, AND SHALL BE WIRE -FREE FIRE GLASS WHERE DOOR OPNG IS REQUIRED TO BE FIRE -RATED. 6. ALL EXTERIOR GLAZING SHALL BE 1" THICK INSULATED UNITS. DOOR -HARDWARE LOCATIONS FRAME PROFILES AT DOORS WITH PUSH PLATES, AT DOORS WITH PUSH BARS AT DOORS WITH LEVERS OR KNOBS, 1/2" PULLS, HANDLES, CUPS, AND AND/OR PANIC BARS: AND SIMILAR OPERABLE OPENING THROAT DIMENSION VARIES SIMILAR, NON -OPERABLE OPENING HARDWARE: (SEE PARTITION TYPE) HARDWARE: LOCATE OPENING LOCATE OPENING LOCATE OPENING 4 1/2" TO 6 1/2" FOR NON -WRAP - AROUND FRAME AT CMU WALLS HARDWARE HERE HARDWARE HERE HARDWARE HERE — J Q ----------------- NOTE: ON ALL I I I INDICATED DOORI I I 1 TYPES - LITE�, i i i i N o RAILS, MOP PLATS, w I I KICK PLATESIANDI I I I wLU _ FRAMING/HEADER AS APPROPRIATE TO I I I I I I I I MISCELLANEOUS I I I I IIIIIII II U) w w OPENING I I I OTHER VARIATIONS I I I I I I I I I I I IIIIII I I :(DASHED) MAY I _ I I I Ullli 0__ o o v I I :OCCUR I I i I I I IIIII a w = a w o ~LU IT' I III I I I --- I- --- I I t o Illllj I--------L- III ��w �Q U I r-------L--1 Q LU ¢ L) `. I III I LLl-------- --- I --- - - IIIIII I I IIIIII U �U cA �z I --------- I ---- ------I IIIIII I I � � I I Illllj II 2" l LOCATION GLASS STOP AT M CITES (WHERE OCCUR) O i i N i I I m i M i liiil; „II I I VARIES I 2 �>00 I I I I +---------�---------- L- r- � r- - � I I +---------H- IIIIII r- � I I >00 I L-----------i I I L----------J I I L--- -----� I IIIIII U >00 I I I I I I I I I I IIIIII I I IIIIII IIIIII N I I I I L-------------J L-------------J I I L - - - - - -------J IIIIII O N >00 U `� LOCATION OF DOORS ON FLOOR PLANS U U s? W N INTERIOR PARTITION PER PLANS a. CONSTRUCTION, CONFIGURATION, AND o WIDTH MAY VARY ADJACENTWALL, WHERE OCCURS a - - - ANCHORS PER FRAME SUPPLIER E ACOUSTICAL INSULATION IN FRAME 1.11 � w _ `0 WHERE PARTITION HAS ACOUSTICAL 4 INSULATION E WRAP -AROUND HOLLOW -METAL FRAME, i I rLU I AT SWING DOORS AND POCKET z o I I AT SLIDING BARN TYPE U 0 FIRE LABELED AT FIRE RATED ~ o I 1 DOORS: WHERE OPENING 2f I I I DOORS: WHERE o OPENINGS. FOR TYPICAL FRAME Q z I :E I z z v z 1 1 LOCATION IS NOT DIMENSIONE w z I I I I I OPENING LOCATION IS Q DIMENSIONS, SEE DETAIL THIS SHEET. o w I w z I I ON PLANS, LOCATE OPENING o a I I NOT DIMENSIONED ON SSING PARTITIO , AS FROM cn o I I cn I I PLANS, LOCATE INDICATED Lou i i OPENING 6" FROM >00 i ww I : AT SWING DOORS, FLOQR z I I CROSSING PARTITION, DOOR (LEAF) - CONSTRUCTION AND ~ = i I FINISHES CHANGE BELOW ~ = O 0 I O i i AS INDICATED L) CONFIGURATION MAY VARY I cUn I CLOSED DOOR LEAF U) U) 1 U) >00 >00 w LJ I w AT POCKET DOORS, FLOOR z I I I I f� AT SLIDING AND BARN N � ___---- FINISHES CHANGE BELOW I I DOORS, FLOOR FINISHES o _ CLOSED DOOR LEAF CHANGE AT FACE OF DOOR -SIDE DOOR- FRAME 0 C1021.07 HM-FRAME SWING DOOR 4 3" = 1'-0" DOOR N0. ROOM NAME WIDTH HEIGHT FIRE RATING GLAZING TYPE DOOR FRAME HARDWARE SET COMMENTS TYPE MATERIAL FINISH TYPE MATERIAL FINISH 200A WAITING 3' - 0" 7' - 0" 20 MIN GL-3 FGX SCWD STAIN A HM P-3 1 200B HALLWAY 3' - 0" 7' - 0" GL-1 FIG SCWD STAIN A HM P-3 2 203 PROVIDER OFFICE 3' - 0" 7' - 0" GL-1 NG SCWD STAIN A HM P-3 3 204 TOILET 3' - 0" 7' - 0" FH SCWD STAIN A HM P-3 4 205 EXAM 3' - 0" 7' - 0" FH SCWD STAIN A HM P-3 2 207 EXAM 3' - 0" 7' - 0" FH SCWD STAIN A HM P-3 2 208 EXAM 3' - 0" 7' - 0" FH SCWD STAIN A HM P-3 2 209 EXAM 3' - 0" 7' - 0" FH SCWD STAIN A HM P-3 2 210A BREAK ROOM 3' - 0" 7' - 0" FH SCWD STAIN A HM P-3 2 210E BREAK ROOM 3' - 0" 7' - 0" 20 MIN FH SCWD STAIN A HM P-3 5 EXISTING DOORFRAME TAG TYPE DESCRIPTION -SET INCLUDES, BUT IS NOT LIMITED TO: SET 1 ENTRANCE SET ENTRANCE LOCKSET, CLOSER, KICK PLATES, WALL STOP SET 2 PASSAGE SET PASSAGE LATCHSET, WALL STOP SET 3 OFFICE SET OFFICE LOCKSET, WALL STOP SET 4 PRIVACY SET PRIVACY LOCKSET, OCCUPANCY INDICATOR, CLOSER, CONCEALED OVERHEAD STOP, MOP PLATES SET 5 ENTRANCE SET EXISTING DOORFRAME WITH NEW HARDWARE, CLOSER, KICK PLATES, WALL STOP TAG DESCRIPTION COMMENTS GL-1 CLEAR, SAFETY GLASS TEMPERED CLEAR GLASS GL-2 CLEAR, SAFETY GLASS TEMPERED CLEAR GLASS WITH DECORATIVE FILM GL-3 FIRE GLASS CLEAR GLASS FIRE CITE GLAZING t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 DOOR SCHEDULE AND DETAILS ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GMD DRAWN BY: JLO SHEET NO A7ml 0 E C SSM-1 WAITING 3/8" = PL-1 PL-2 24 24 30 30 �r �r Ill A on=7 F15-2M] 24 24 36 36 24 24 6 EXAM 3/8" = 1'-0" "4NITY FIXTURE T-1 TILE T-2 TILE T-1 TILE TOILET - NORTH $ 3/8" TOILET - EAST 9 3/8" = V-0" SSM-1 0 CV SSh PL 0 c"fl CV 2 RECEPTION -NORTH 3/8" = V-0" 1-1 .2 302 F302 326 31 /0�31 /0�31 /0� SI I SI I SI I M1 A n/ -- 2'-6" 2'4" CLR 18 34 24 BREAK ROOM 3/8" = 1'-0" T-2 TILE T-1 TILE T-2 TILE TOILET - SOUTH &3/8" RECEPTION - SOUTH 3 3/8" = 1'-0" TOILETS AND DRINKING FOUNTAINS (AND WATER COOLERS) - TYPICAL CLEARANCES AND MOUNTING LOCATIONS T-2 TILE \ PL-2 0 CV 4 MA WORK - NORTH 0" The alterations require accessibility upgrades !for the building per WAC 51.50 (IEBC 410.7). On ■ the plans, either a) clearly show that the interior ■accessible route of travel complies with current ■ Icode, or b) provide upgrades per the previously ■referenced section. If you choose to use ■ (exception #1 of that section, provide a letter ■stamped and signed by the architect (reference the code exception), stating the overall project i cost, 20% of the project cost, and list the accessibility upgrades that will be done as part of this permit as well as showing that the total (cost of the upgrades is at least 20%. Show these `eatures on the plans. J / / / / / / / / 11 TOILET - WEST 3/8 V-011 54" MIN 411 SIGN IDENTIFYING GRAB BAR ACCESSORY ACCESSORY BACK -WALL TOILET FOR "MEN" OR 42" MIN LOCATIONS ON 42" MAX LOCATIONS ON 42" MAX LOCATIONS ON 12"MIN GRAB BAR "WOMEN", AND 12" MAX GRAB -BAR WALL 24" MIN GRAB -BAR WALL 24" MIN NO -GRAB -BAR WALL24" MIN LOCATION 9" T012"INCLUDING A �39"T041" , PICTOGRAM, AND TOP OF BAR TPD (TYPE GRAB BARS WILL MANUAL INCLUDING TEXT WITF MAY VARY) OCCUR ONLY AT FLUSH (WHERE / BRAILLE 1 VGB 1 AMBULATORY OCCURS) ON — — ACCESSIBLE STALL HGB BOTTOM OF BAR z M OPEN SIDE HIGHEST _ = r— — --- �� z _ z BRAILLE LINE TOP OF o � ❑ z co ❑ ? co ! z o o J LOWEST BAR M h' SNR `= SNR / tSCD co `� BRAILLE LINE MOUNTING HEIGHTS FOR TOILET -STALL ACCESSORIES AND PLUMBING FIXTURES (ACTUAL SITUATIONS MAY BE MIRROR -IMAGE OF THOSE INDICATED) TOILET -ROOM IDENTIFICATION SIGNAGE LOW POINT OF REFLECTIVE (MIRROR) SURFACE ACCESSORY HEIGHTS, LAVATORY HEIGHT, AND WATER -SPOUT HEIGHTS EXAM ROOM ACCESSORY PLACEMENT 4'4" "BETWEEN GEL DISPENSER AND BETWEEN GEL DISPENSERS IGNITION SOURCE SUCH AS ELECTRICAL SWITCH HIGHEST OR ELEC RECEPTACLE OPERABLE PART 0 GEL DISPENSERS PL-2 5 MA WORK - SOUTH ENLARGED TOILET FLOOR PLAN 1/2" = 1'-0" SIGNAGE (WHERE OCCURS) 6" UNLESS OTHERWISE RELATED TO TELEPHONE REQUIRED BY BUILDING (AREA OF RESCUE OR INSTUITUTION MTG-HEIGHT WHERE FIRE EXTINGUISHER ONE IS INDICATED AND CABINET (FEC) FIRE EXTINGUISHER ` ASSISTANCE) STANDARD (WALL MTD WITH ` HIGHEST PART OF BRACKET) (FE) 0 ` HOOK OR MTG-PLATE CH TELEPHONE SIGN ` DATA PLATE 110 ` CH (BEHIND PHONE) MTG HEIGHT N OP "' WHERE SECOND q ONE IS INDICATED BELOW FIRST COAT HOOKS & ROBE HOOKS FIRE EXTINGUISHERS TELEPHONE (WITH SIGNAGE) ROOM IDENTIFICATION SIGNAGE 4'-0" MINIMUM " MIN DISTANCE FROM BETWEEN GEL IGNITION SOURCE INCLUDING ELECTRICAL DISPENSERS DEVICES INCLUDING SWITCHES AND RECEPTACLES ------------ WALL-MTD ITEMS WITH LESS THAN 1 1/2" MAX PROTRUSION (SUCH AS CHAIR RAILS AND CRASH RAILS) MAY BE MOUNTED BENEATH GEL DISPENSERS MOVEABLE ITEMS, AND FIXED ITEMS PROJECTING J MORE THAN 1 1/2" FROM THE WALL CANNOT BE ------ -� PLACED BENEATH GEL DISPENSERS GEL DISPENSERS PTD SD SHARPS ------- ---� EXAM CASEWORK (MAY OCCUR UNDER w WALL-MTD a ACCESSORIES) > ACCESSORIES AT EXAM ROOMS t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :3A�30•I0Wz1ft-OR] EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 TYPICAL MOUNTING HEIGHTS ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: GD DRAWN BY: JLO SHEET NO A8mOO INTERIOR ELEVATIONS LEGEND - FOR CASEWORK ITEMS E C (The alterations require accessibility upgrades !for the building per WAC 51.50 (IEBC 410.7). On ■ (the plans, either a) clearly show that the interior I ■accessible route of travel complies with current ■ (code, or b) provide upgrades per the previously ■referenced section. If you choose to use ■ (exception #1 of that section, provide a letter ■stamped and signed by the architect (reference the code exception), stating the overall project 'cost, 20% of the project cost, and list the accessibility upgrades that will be done as part 'of this permit as well as showing that the total cost of the upgrades is at least 20%. Show these Leatures on the plans. J SSh PL-1 'ORT ;KET VALL PL-2 SECTION @ RECEPTION DESK TRANSACTION CEILING MAY BE GYP BD OR ACP (SEE CEILING PLANS) SCRIBE CASEWORK TIGHT TO PLASTIC -LAMINATE SOFFIT/FASCIA UPPER CASEWORK CABINETS TO ACP CEILING OR GYPSUM BOARD CEILING CEILING MAY BE GYP BD OR ACP (SEE CEILING PLANS) GYPSUM BOARD SOFFIT/FASCIA WHERE _- '.----------OCCURS-SEE INTERIOR ELEVATIONS AND CEILING PLANS. SOFFIT MAY CONTINUE PAST FACE OF CABINETS, IF INDICATED ON CEILING PLANS UPPER SCRIBE CASEWORK TIGHT TO SOFFIT TO CASEWORK CEILING CABINETS TO GYP BD SOFFIT/FASCIA CEILING MAY BE GYP BD OR ACP (SEE CEILING PLANS) SCRIBE PLASTIC -LAMINATE SOFFIT/FASCIA TIGHT TO CEILING PLASTIC -LAMINATE CASEWORK SOFFIT/FASCIA WHERE OCCURS. FASTEN TO WALL FRAMING OR BLOCKING SCRIBE CASEWORK TIGHT TO PLASTIC -LAMINATE SOFFIT/FASCIA CABINETS TO PLASTIC -LAMINATE SOFFIT/FASCIA, AND PLASTIC - UPPER LAMINATE SOFFIT FASCIA TO CASEWORK CEILING (CEILING MAY VARY) TOP OF CABINETS WILL CONFORM TO ONE OF THE CONDITIONS ABOVE. SEE INTERIOR ELEVATIONS AND CEILING PLANS TO DETERMINE CONFIGURATION. TYPICAL UPPER CABINET - AT SOFFIT 1 1/2" = V-0" SSM-1 CTOP PL-2 SECTION @ RECEPTION ADA HEIGHT GLOVE CABINET 1 1/2" = V-0" PROVIDE SCRIBE STRIP AT CEILING z AND AT WALLS WHETHER INDICATED 0 Z OR NOT. SOFFIT SIDE -SCRIBE STRIPS, w 0 z UPPER CABINET SCRIBE STRIPS, AND w D_ 0 LOWER CABINET SCRIBE STRIPS SHALL w Q Q ALIGN. cn 0 z z I ; 000 CABINET TAG INDICATING CABINET TYPE 12 — WIDTH IN INCHES 12 — HEIGHT IN INCHES IT 12 DEPTH IN INCHES J a 411) l e pr I -I e WALL -MOUNTED ELECTRICAL RECEPTACLES, SWITCHES AND SIMILAR ELECTRICAL DEVICES ARE INDICATED AND LOCATED/DIMENSIONED ON THE INTERIOR ELEVATIONS WHEN THEY OCCUR ABOVE OR BELOW CASEWORK. THESE DIMENSIONS SUPERSEDE THOSE ON THE ELECTRICAL DRAWINGS. NOTIFY THE ARCHITECT REGARDING QUANTITY DISCREPANCIES. WALL -MOUNTED ELECTRICAL RECEPTACLES, SWITCHES AND SIMILAR ELECTRICAL DEVICES ARE INDICATED AND LOCATED/DIMENSIONED ON THE INTERIOR ELEVATIONS WHEN THEY OCCUR ABOVE OR BELOW CASEWORK. THESE DIMENSIONS SUPERSEDE THOSE ON THE ELECTRICAL DRAWINGS. NOTIFY THE ARCHITECT REGARDING QUANTITY ninnnrnnr inirn WHERE INDICATED THUS, PROVIDE DIGITAL -LOCK AT SINGLE DOOR, LOCK AND ELBOW CATCH AT PAIR DOORS WHERE INDICATED THUS, PROVIDE z -� - KEYED -LOCK AT SINGLE DOOR, LOCK w AND ELBOW CATCH AT PAIR DOORS a @ ' WHERE INDICATED THUS, PROVIDE LOCK AT DRAWER. L`J ALIGN UPPER CABINETS PROVIDE 1" OVERHANG EACH WAY, AND LOWER AND 1 1/2" RADIUS COUNTERTOP e - C CABINETS CORNER HERE, WHETHER INDICATED , OR NOT, EXCEPT WHERE EQUIPMENT = _ IQ IMnIr'ATGn An IArGnIT \ PROVIDE SIDESPLASH WHERE ABUTS WALL LOCATION PER PROVIDE TOE -KICK AT SIDE, WHETHER FOR BASE CABINETS, HEIGHT INTERIOR ELEVATION INDICATED OR NOT, EXCEPT WHERE DIMENSION INDICATES EQUIPMENT IS INDICATED ADJACENT COUNTERTOP HEIGHT CASEWORK NOTES CASEWORK FINISHES UNLESS OTHERWISE NOTED 1. FIELD VERIFY SPACE AVAILABLE AT CASEWORK LOCATIONS PRIOR TO CASEWORK FABRICATION. L-1 2. ALL CASEWORK SHALL BE FABRICATED PER ARCHITECTURAL WOODWORK STANDARDS (AWS). 3. PROVIDE A 1 1/2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP CORNERS. 4. FOR PRICING PURPOSES PROVIDE ONE CORD GROMMET FOR EACH 36" OF OPEN -BOTTOM COUNTERTOP (MINIMUM OF ONE GROMMET PER SPAN). FABRICATE CASEWORK WITH NO CORD HOLES OR GROMMETS. PROVIDE CORD HOLES AND GROMMETS IN INSTALLED CASEWORK AS FIELD -DIRECTED BY ARCHITECT. GROMMETS SHALL BE 3" DIAMETER BLACK -PLASTIC WITH REMOVABLE NO -HOLE COVER. 5. COUNTERTOP SUPPORT METAL- BRACKETS (AS DETAILED) SHALL BE PROVIDED BY CASEWORK FABRICATOR. FOR PRICING PURPOSES PROVIDE SHELF SUPPORTS AND BLOCKING SO THAT NO COUNTERTOP SPAN IRT EXCEEDS 48" WHETHER INDICATED ON ARCHITECTURAL DRAWINGS OR NOT. CASEWORK -SUBMITTAL ;ET DRAWINGS SHALL INDICATE EXACT LOCATION OF EACH COUNTERTOP SUPPORT, FOR APPROVAL AND \LL EQUIPMENT COORDINATION BY ARCHITECT. 6. INSTALL METAL BLOCKING FOR ATTACHMENT OF CASEWORK, AS INDICATED, PER AWS STANDARDS, AND AS DIRECTED BY CASEWORK FABRICATOR. L-2 7. CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL PLUMBING FIXTURES, PLUMBING ACCESS, ELECTRICAL DEVICES, AND SIMILAR, WHETHER IN THE CASEWORK OR ADJACENT TO THE CASEWORK, PRIOR TO FABRICATION OF THE CASEWORK GLOVE -BOX STALLS. GLOVE BOXES (BY OWNER) NOT SHOWN. FASTEN GLOVE - BOX STALLS TO INSIDE FACE OF CABINET SIDE, THOUGH MFR'S TYPICAL INSTALLATION INSTRUCTIONS MAY DIFFER IF CABINET -DOOR HINGES OCCUR AT GLOVE -BOX END OF CABINET, LOCATE HINGES AS INDICATED, TO AVOID CONFLICT WITH INSTALLATION AND LOADING OF GLOVE -BOX STALLS LONGITUDINAL SECTION ITHRU END IF CABINET -DOOR HINGES OCCUR AT GLOVE -BOX END OF CABINET, LOCATE HINGES AS INDICATED, TO AVOID CONFLICT WITH INSTALLATION AND LOADING OF GLOVE -BOX STALLS 3" x 6 1/2" METALLIC -FINISH PLASTIC GROMMET LINER, SIMILAR TO MOCKET KING-KONG L01, TYPICAL OF 3 GLOVE DISPENSER (BOX HOLDER) SIMILAR TO BOWMAN GB-001, TYPICAL OF 3 (1 SHOWN IN CUTAWAY -VIEW) ABANDON MFR-PROVIDED MOUNTING HOLES, AND PROVIDE NEW AS NECESSARY TO MOUNT GLOVE -BOX STALLS TO INSIDE FACE OF CABINET WALL ELEVATION OF CABINET END TYPICAL UPPER MICROWAVE CABINET (M 1 1/2" = V-0" SOFFIT PER ELEVATIONS I LOCATION PER INTERIOR ELEVATIONS UNLESS OTHERWISE NOTED EXPOSED EXTERIOR AND EXPOSED INTERIOR LAMINATE SURFACES SHALL BE PL-1 SEMI -EXPOSED LAMINATE SURFACES SHALL BE WHITE MELAMINE SEMI -EXPOSED LAMINATE SHELVING SHALL BE WHITE MELAMINE, PVC EDGES COUNTERTOP LAMINATE SHALL BE PL-2 COUNTERTOP SOLID -SURFACE SHALL BE SSM-1 COUNTERTOP METAL SUPPORTS SHALL HAVE BLACK SEMI -GLOSS PAINT FINISH UNDERCABINET LIGHT FIXTURE(S) ADJACENT CABINETS MAY OR MAY NOT HAVE UNDERCABINET LIGHT AND VALANCE UNDERCABINET LIGHT AND VALANCE 1 1/2" RADIUS CORNER (IN PLAN) AT EACH END 01' OF SHELF MICROWAVE SHELF CASEWORK BOTTOMS FULL -HEIGHT 2X4 WOOD STUD (1 OR 2 AT CONTRACTOR'S OPTION) FASTENED THRU STUD WEBS AS ABOVE 1.4 CU FT TO 1.6 CU FT COUNTERTOP MICROWAVE. ❑ CONFIRM DIMENSIONS WITH OWNER FASTEN TO COUNTERTOP u COUNTERTOP SUPPORT BRACKET FASTENED TO STUD -BLOCKING LIGHT VALANCE WHERE AT EACH MFR-PROVIDED PRE - OCCURS DRILLED HOLE. USE MAX - DIAMETER (FOR HOLE) LAG/WOOD SCREWS WITH 2" MINIMUM WOOD PENETRATION. COUNTERTOP SUPPORT BRACKET 1 1/2" = V-0" t 424.778.1530 21911 76th Ave W. Suite 210 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com 3626 REGISTERED RCHITECT NT EG Y STATE OF WASHINGTON RECEIVED Jun 21 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT :3A�3�•Ily�►�IYE:�:7 EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 DETAILS (CASEWORK) ISSUANCE No. Description Date 1 BID/PERMIT SET 06/16/22 PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO A9ml 1 0 N Ir c m U a LL 75 F_ N O N a� .j U) M N f0 0- a) c 0 E LLI N N_ N 0 N a) U) co N (0 0- U_ am 0 E Lu 0 N N MECHANICAL BASIS OF DESIGN MECHANICAL GENERAL NOTES HVAC LEGEND A. PROJECT CLIMATE ZONE: KING COUNTY, ZONE 4C 1. THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES SYMBOLS ABBREVIATIONS DESCRIPTIONS 1. INDOOR DESIGN CONDITIONS: 72°F FOR HEATING, 75°F FOR COOLING. HAVING JURISDICTION INCLUDING 2019 CBC (CALIFORNIA BUILDING CODE), 2019 CMC/CPC (CALIFORNIA MECHANICAL AND 2. EXTERIOR DESIGN CONDITIONS: 24°F FOR HEATING, 83°F FOR COOLING. PLUMBING CODE), 2019 CAL GREEN REQUIREMENTS AND THE 2019 TITLE 24 ENERGY CODE. B. BUILDING ENVELOPE: 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE SQ., RECT., OR ROUND DUCT SIZE AS NOTED 1. REFER TO THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ENVELOPE REQUIREMENTS EXISTING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. 2. ALL ENVELOPE COMPONENTS SHALL MEET THE PRESCRIPTIVE REQUIREMENTS OF THE 2018 WSEC, C402 AS FOLLOWS. 3. ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. BEFORE PROCEEDING DUCT WITH ACOUSTICAL LINER 3. BUILDING ENVELOPE MEETS THE FOLLOWING PRESCRIPTIVE REQUIREMENTS PER THE 2018 WSEC, C402 AS WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY DIMENSIONS, SIZES, REQUIRED CLEARANCES FOLLOWS: AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER a. OPAQUE ROOF: INSULATION ENTIRELY ABOVE DECK, R-38CI PARTS OF THE WORK OF OTHER TRADES. DUCT DIMENSIONS SHOWN ON PLANS ARE NET INSIDE CLEAR. EXISTING DUCT OR EQUIPMENT TO REMAIN b. OPAQUE WALLS: MASS WALLS, R-9.5 Cl; WOOD FRAMED WALLS, R-21 INT c. FLOORS: MASS FLOORS, R-30 Cl; JOISTS/FRAMING FLOORS, R-30 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT OFFSETS, BENDS, SPECIAL FITTINGS AND d. SLAB ON GRADE FLOORS: R-10 FOR 24" BELOW LOCATIONS ARE NOT EXACTLY LOCATED. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE NET INSIDE DIMENSIONS. e. OPAQUE DOORS: SWINGING DOORS, U-0.37; NON -SWINGING DOORS, U-0.34 DO NOT FABRICATE DUCTWORK FROM THESE DRAWINGS. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING EXISTING DUCT OR EQUIPMENT TO BE REMOVED 4. FENESTRATION: NONMETAL FRAMING, U-0.30 SHOP DRAWINGS WHICH REFLECT THE PROPOSED INSTALLATION. THE SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY SHEET METAL FABRICATION. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING C. DUCTWORK DESIGN CRITERIA (MAXIMUM ALLOWABLE AIR PRESSURE DROPS AND AIR VELOCITIES) TO MEET HIGH ACCURATE AS -BUILT DRAWINGS AT THE COMPLETION OF THE PROJECT AND SUBMITTING THEM TO THE ENGINEER AND FLEXIBLE DUCT EFFICIENCY OPERATION WITH MINIMAL ACOUSTICAL NOISE. DUCT STATIC PRESSURE FRICTION LOSS SHALL NOT OWNER. EXCEED 0.2" PER 100 FEET IN MECHANICAL ROOMS AND SHAFTS. LOW PRESSURE SUPPLY AND EXHAUST DUCT STATIC PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.08" PER 100 FEET. LOW PRESSURE RETURN DUCT STATIC 5. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING EXISTING CONDITIONS. SOME PRESSURE FRICTION LOSS BASED ON A MAXIMUM OF 0.05" PER 100 FEET. MEDIUM PRESSURE DUCTWORK SHALL NOT OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING®� jj CD CEILING DIFFUSER, SUPPLY EXCEED MAXIMUM VELOCITY AS LISTED BELOW. OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE U ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING A. COMMON SPACES MECHANICAL EQUIPMENT: CONDITIONS. 1. EXISTING AHU IS TO BE REUSED. 6. THE CONTRACTOR SHALL COMPLY WITH CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND EQUIPMENT. HE SHALL ►p ®� CR / CE CEILING REGISTER, RETURN / EXHAUST B. ACOUSTICAL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND JOB CONDITIONS. 1. THE FOLLOWING NOISE NC/RC CRITERIA LEVELS WILL BE DESIGNED AS DEFINED IN THE ASHRAE HVAC APPLICATIONS HANDBOOK. THESE LEVELS ADDRESS THE MECHANICAL SYSTEMS ONLY. ACTUAL SOUND 7. THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, SECTION THROUGH DUCT PERFORMANCE REQUIREMENTS FOR EACH SPACE MUST BE VERIFIED WITH ACOUSTICAL CONSULTANT. ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITH REFERENCE TO a. CORRIDORS AND LOBBIES: 40 b. OFFICES: 30 THE FINISHED BUILDING. DUCT DOWN 8. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME TYPE AND QUALITY AS �� EXISTING MATERIAL. D RECTANGULAR TO ROUND TRANSITION 9. PROVIDE MANUAL VOLUME DAMPERS AT UPSTREAM PORTION OF TERMINAL AIR BRANCHES. THESE SHALL BE OF THE LOCKING QUADRANT TYPE. WHERE LOCATED OVER SLOPED OR HARD CEILINGS, PROVIDE DURO-DYNE ANGLE GEAR DRIVE OR BOWDEN CABLE CONTROL SYSTEM OR PROVIDE UNITED ENERTECH POWER/BALANCE SYSTEM. REMOTE PLATE F71 DUCT ACCESS DOOR LOCATIONS TO BE LOCATED AS DETERMINED BY ARCHITECT. 10. PROVIDE MINIMUM V ACOUSTICAL LINING IN DUCTWORK WITHIN 10 FEET OF AIR MOVING EQUIPMENT. PROVIDE DURO-DYNE r� MITERED DUCT ELBOW WITH TURNING VANES FLEXIBLE CONNECTION AT DUCT AT EQUIPMENT LOCATIONS. / 11. DUCTS IN AN UNCONDITIONED SPACE OR EXTERIOR DUCT WORK SHALL HAVE A MIN. OF R-8 INSULATION. DUCTS WITHIN THE CONDITIONED ENVELOPE ABOVE A CEILING SHALL HAVE A MIN. OF R-4.2 INSULATION. EXTERIOR DUCTWORK SHALL NOT HAVE SFD COMBINATION SMOKE / FIRE DAMPER WITH ACCESS DOOR INSULATION EXPOSED TO THE ENVIRONMENT. 12. WHERE NOT SPECIFICALLY INDICATED OTHERWISE, DUCTWORK AND EQUIPMENT SHALL BE SUPPORTED PER THE SMACNA MVD MANUAL VOLUME DAMPER, LOCKING QUADRANT TYPE GUIDELINES FOR SEISMIC RESTRAINT AND CURRENT APPLICABLE UNIFORM MECHANICAL CODE. FOR ROUND DUCT OR OPPOSED BLADE TYPE FOR RECT DUCT. 13. WHEN A FIRE ALARM SYSTEM WITH FULL COVERAGE SMOKE DETECTORS ARE PROVIDED, DUCT SMOKE DETECTORS MAY BE ELIMINATED. FIRE ALARM CONTRACTOR SHALL WIRE SMOKE/FIRE DAMPER ACTIVATORS TO AREA SMOKE DETECTORS. SECTION REFERENCE 14. TESTING, ADJUSTING, AND BALANCING (TAB) OF THE AIR CONDITIONING SYSTEMS AND RELATED ANCILLARY EQUIPMENT WILL DETAIL No. BE PERFORMED BY A CERTIFIED, INDEPENDENT THIRD PARTY, AABC AGENCY PROCURED BY THE MECHANICAL CONTRACTOR DETAIL REFERENCE A COMPLETE AIR BALANCE REPORT TO BE SUBMITTED TO THE ADMINISTRATIVE AUTHORITY AND TO THE MECHANICAL SHEET No. ENGINEER AND APPROVED PRIOR TO FINAL PAYMENT. EQUIPMENT 15. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED AS PROVIDED IN CHAPTER 6 OF 2019 EQUIPMENT DESIGNATION AND NUMBER CMC. ID. No. 16. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE FLAME SPREAD INDEX NOT OBD OPPOSED BLADE DAMPER GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50 (2019 CMC SECTION 602.2). PARALLEL DAMPER 17. ALL DUCTWORK SHALL BE HARD DUCT. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE NOT MORE THAN 5' IN LENGTH AND SHALL NOT BE USED IN LIEU OF RIDGED ELBOWS OR FITTINGS. FLEXIBLE AIR DUCTS SHALL BE PERMITTED TO BE USED AS AN T'STAT THERMOSTAT ELBOW AT A TERMINAL DEVICE (SEC 603.4.1 CMC). @0 -1 CO2 SENSOR CO2 SENSOR 18. ANY SUBSTITUTION MADE BY THE CONTRACTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED ON THE DRAWINGS SHALL BE & HUMIDISTAT CLEARLY INDICATED ON THE SUBMITTAL AS TO THAT IS BEING SUBSTITUTED. HI HUMIDITY INDICATOR 19. THERMOSTATS SHALL COMPLY WITH THE 2019 ENERGY COMMISSION AND SHALL BE WIFI ENABLED. BY-PASS TIMER 20. AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE BD BACK DRAFT DAMPER COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUCT OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. SWITCH 21. WHERE MORE THAN ONE HEATING, COOLING, VENTILATING, OR REFRIGERATING SYSTEM IS INSTALLED ON THE ROOF OF A TC TIME CLOCK BUILDING OR WITHIN A BUILDING, IT SHALL BE PERMANENTLY IDENTIFIED AS TO THE AREA OR SPACE SERVED BY THE EQUIPMENT. (CMC 303.6) PROVIDE PERMANENT LABELING AND IDENTIFICATION FOR HVAC UNIT (SINGLE SYSTEM OR MT MASTER CONTROL STAT MULTIPLE) AND THERMOSTATS. IDENTIFICATION FOR THE THERMOSTATS SHALL CORRELATE TO THE HVAC UNIT THAT IT DUCT DETECTOR SERVES. REMOTE SENSOR 22. AIR CONDITIONING REFRIGERATION SERVICE PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING TYPE TAMPER A.F.F. ABOVE FINISHED FLOOR RESISTANT CAP OR SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS BY A MEANS ACCEPTABLE TO THE BUILDING DEPARTMENT PER CMC SECTION 1106.14. CFM CUBIC FEET OF AIR PER MINUTE 23. MECHANICAL CONTRACTOR SHALL REVIEW THE LEED REQUIREMENTS FOR THIS PROJECT PRIOR TO BID AND THROUGHOUT CFMS CFM SUPPLY THE CONSTRUCTION TO ENSURE THAT THE REQUIRED LEED DOCUMENTATION'S AND CREDITS ARE ACHIEVED. CFMR CFM RETURN CFME CFM EXHAUST O.S.A. OUTSIDE AIR (E) or EXIST. EXISTING AIR DISTRIBUTION SCHEDULE (N) NEW 30"x10" INDICATES RECTANGULAR DUCT SIZE: WIDTH x HEIGHT MANUFACTURER & 12"0 INDICATES ROUND DUCT SIZE: DIAMETER SYMBOL DESCRIPTION MODEL NO. FINISH ACCESSORIES POC POINT OF CONNECTION � POD POINT OF DEMOLITION CD 1 CEILING DIFFUSER "TITUS„ MODEL OMNI-AA TO MATCH CEILING M MOTORIZED DAMPER - - - - - - - - - REFR. REFRIGERANT LINES TG TRANSFER SIDEWALL "TITUS" MODEL 25L TO MATCH CEILING ANCHORAGE AND BRACING NOTES GRILLE "TITUS" CE / CR CEILING REGISTER MODEL 50F TO MATCH CEILING - 1. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE 2006 SMACNA "GUIDELINES FOR SEISMIC 10 AT ALL HARD LID CEILINGS, CONTRACTOR SHALL PROVIDE FOR "MAT" CABLE DRIVEN DAMPERS. MODEL RT-150. CABLE RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS", THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR SHALL BE ROUTED BEHIND GRILLE OPENING AND INSTALLED PER MANUFACTURER'S REQUIREMENTS. PIPES AND CONDUITS ONLY. APPLICABLE NOTES MECHANICAL SHEET INDEX 1. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS SHEET # SHEET NAME 2. PLUMBING CODE: 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS M-0.1 MECHANICAL LEGENDS NOTES & SCHEDULES 3. MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS M-0.2 MECHANICAL SCHEDULES M-1.1 MECHANICAL FLOOR PLAN 4. ELECTRICAL CODE: 2020 NATIONAL ELECTRICAL CODE (NFPA 70 - 2020) INC. ANNEX A, B, AND C M-2.1 MECHANICAL DETAILS M-3.0 MECHANICAL SPECIFICATIONS 5. FIRE/LIFE SAFETY: 2018 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 6. ADA AND ACCESSIBILITY GUIDELINES (LATEST EDITION) 7. ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS. 8. ENERGY: 2018 WASHINGTON STATE ENERGY CODE r-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION ED OF 0 A, TLOPM 'to 1 1 L ,0P\\ 1 in in.- c+ c.Jlte 106 A�EaWjhds, WA 93020 hone:425.458.?700 B 0.3770 rrial: a d@designwesteng.com nEclr-- l wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 MECHANICAL LEGENDS NOTES & SCHEDULES ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO M=001 22-101 EXHAUST FAN SCHEDULE FAN SYSTEM TAG MANUFACTURER & AREA TYPE dBA OPER. WT. W/ ANCHORAGE DETAIL REMARKS MODEL NO. SERVED CFM ESP RPM BHP WATTS AMPS V-PH-HZ ACCESSORIES (LBS) REFERENCE (SEE EQUIPMENT NOTES BELOW) EF 1 G SP B1 OCK RESTROOM CEILING MTD. 100 0.75" 1,050 0.07 128 1.8 115-1-60 4.8 20 M21 1 2 3 4 OOOO O COMPLETE WITH BACKDRAFT DAMPER. O EXHAUST FAN TO BE OPERATED BY OCCUPANCY SENSOR. O COMPLETE WITH FAN SPEED CONTROLLER. O EXHAUST FAN TO BE ENERGY STAR RATED. 0 N O C N U 0- w N O N N cn t6 N 0- f0 U_ N C O E w O N N I- N O N N U) (6 N (>S 0- O U_ 70 N +n C O E w O cV N 4 0 449P 1 IV t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION �� a �WASN E D AO S 210 �F4�QS VICES GISTEg�� ZONAL E i In in gg c+ °cite 106 Wph dmonds, VJA §B020 one:425.4583700 B$ d@d,0 ��*�*c.''a``��dQd��signwesteng.com nESl(--KI WEST ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 MECHANICAL SCHEDULES ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO M=Om2 22-101 O N c a) U w N O N U) co 0- U_ m c 0 E Lu N N I- N O N 0 U) co N (0 0- a) 7- U) 0 0 E w 0 N N 8x EXAM T J 8x8 CD 150 CFM (E) 12"x12'1 8x6 TG 8x8 CD 35 CFM EXA 207M _ i 1 - - - - EXAM 208� > 6x6 CD t L -- --J 70CFM 8x8 CR 8x8 CR r— � L —V 8x6 TG I 8x6 TG 10"x10" RETURN DUCT TERMINATION - ABOVE CEILING (8'-6"). PROVIDE SCREENING 1414 CR EF 1 EXHAUST FAN DUCT TO ROOF. PROVIDE DUCT CAP & BACKDRAFT DAMPER. EXHAUST SHALL NOT TERMINATE WITHIN 10' OF ANY MECHANICAL OSA INTAKES. FICE MECHANICAL DEMOLITION FLOOR PLAN EXAM QVVI - - - BREAK ROOM \1 209 - - 210 i \ F _ 6x6 CD 70CFM L-- 6x6 CD L 80 CFM 8 8x R E .. F-1 I � I 6"x6" 8x6 TG 8x6 TG 8"x8" HALLWAY TRANSFER GRILL TO 8x6 TG 206 TERMINATE ABOVE CEILING 6"x6" TSTAT AND BELOW BEAMS (TYP.) 8x8 CR "-]I, 6x6 CID r. I l I tA WO RECETIO� WIITNG O 1 90 CFM 202 I I I 6"x6" L 6x6 D -6"x6" 50 C M 50 CFM 8x6 TG - - 8x8 CR J 6x6 CD 60 CFM MECHANICAL REMODEL FLOOR PLAN GENERAL NOTES 1. SUPPLY DUCTWORK AFTER DUCT HEATER TO BE REMOVED 2. SUPPLY AND RETURN DIFFUSERS TO BE REMOVED 3. LOCATE AND MOVE TSTAT FROM ADJACENT SUITE ®= CONSTRUCTION NOTES ® z 1 /4" = 1'-0" I 1 f� O _ Z 1 /4" = 1'-0" 2 _ t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION �� Q WA r E D OF 210n' nQ i jONAL i In i-.,,e; c+ cuite 106 Wph dmonds, VJA §B020 one:425.4583700 $�0.37i0 Ei*�*c''qd@d,�signwesteng.com nFcl(--Kl WEST ENGINEERING MHAN ECICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 MECHANICAL FLOOR PLAN ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO M=l 01 22-101 1/2" 0 HANGER ROD LENGTH AS REQUIRED. (LENGTHS OVER 12" REQUIRE 45 DEG. BRACING AT 2 OPPOSITE CORNERS) (4) EACH UNIT. MAX. 2 INCHES FROM CORNER; 22 GA. G.I. FLASHING. (TYP.) ROOFING UP ALL SIDES BY ROOF CONTR. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURE 0 N ry O C U a w N O N N U) M N f6 d f6 U_ N C O E w 0 N N_ N O N N U) M N (0 0- (B U_ m 75 O E w 0 N N 11 �/11 II.ITI1.1/". 1"11"1 A /".I/rT EXHAUST FAN MOUNTING 17 SUPPLY OR RETURN DUCT. SEE PLANS FOR SIZE AND LOCATION. #10 S.M.S. @ 6" O.C. MAX. CAULK & SEAL WATERTIGHT 4" MIN. ROOF CANT STRIP BY ROOF CONTRACTOR GYP. BOARD DUCT THRU ROOF 18 TYPICAL SQUARE OR RECTANGULAR DUCT 45' FOR CONNECTION TO STRUCTURE - REFER TO 2008 SMACNA / GUIDELINES G.I. DUCT HANGER - SEE SCHEDULE BELOW FOR SIZE #10 SMS (TYP.) 2x2x16GA. G.I. DIAGONAL BRACE ALTERNATE SIDES EVERY HANGER 1" MIN. NOTE: PER 2008 SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND 2019 CMC SECTION 602 & 603 HORIZONTAL HANGER STRAP SCHEDULE DUCT SIZE HANGER SIZE MAX. MATERIAL UP THRU 18" 1" x 18 GA. 10'-01, O/C G.I. STEEL 19" TO 30" 1" x 18 GA. 10'-01, O/C G.I. STEEL 31" TO 48" 1" x 1/8" 10'-01, O/C G.I. STEEL VERTICAL DUCT SIZE HANGER SIZE MAX. SPACING MATERIAL UP THRU 24" 1" x 1/8" STRAP 12'-0" O/C G.I. STEEL 25" TO 36" 1" x 1" x 1/8" ANGLE 12'-0" O/C G.I. STEEL 37" TO 48" 1-1/8" x 1-1/8" x 1/8" ANGLE 12'-0" O/C G.I. STEEL RECTANGULAR DUCT SUPPORT STRUCTURE 1 1/2" LONG TEK SCREW I immoER STRAP (3) STRONGHOLD "J" NAILS MIN. AT EACH WIRE LOOP. 1" MIN. 12 A. HANGLr\ vvir\L LOOPED AND TURNED AS SHOWN AT CONN. TO STRUCTURE. U II"+V VIVl1L UI V"+VL OD STRUCTURAL MBER 1 1/2" MIN. EQUIPMENT CONNECTION TO STRUCTURE UCT \MPER ROOF HOOD - EXHAUST FAN 5 12 G.A. DIAGONAL BRACING WIRE. �. PROVIDE (4) TIGHT \ TURNS WITHIN 1-1/2" FROM END 1"x3116GA. BENT CLIP SECURED TO CD/CR W/#10 SMS TYP. (2) EACH �Q CD/CR DIAG. 12 GA. WIRE CEILING -REFER — TO ARCHITECTURAL REFLECTIVE CEILING PLAN FLIER PANEL NOTE: SEAL ALL JOINTS & CONNECTIONS AIR TIGHT W/ APPROVED SEALANT. FOR CONNECTION TO STRUCTURE - REFER TO 2008 SMACNA GUIDELINES CONTRACTOR TO CONNECT FLEX TO DUCT COLLAR OF PLENUM. COLLAR W (3)#10 SMS W/ APPROVED SEALANT 2"WIDE x22 GA. HANGER STRAP SIDE CONNECTION TO PLENUM WHERE CEILING SPACE IS LIMITED CEILING DIFFUSER OR REGISTER REFER TO SPECS. FOR MFR.# AND MODEL # GI. PLENUM WITH 1" A.C. LINING SECURE TO CD/CR WITH (4) #10 SMS TYP. CEILING DIFFUSER AIR DISTRIBUTION 1 1/2" x 1 1/2" x 16 GA. ANGLES FASTI COLLAR ONLY W/ I' SMS AT 8" O/C FOR WALL SEE ARCH'L. DRWGS. MOUNTING HEIGHT LOUVER WITH MIN. 50% FREE AREA SIDEWALL LOUVER ( FRONT APPROACH SIDE APPROACH OVER OBSTRUCTION 2 THERMOSTAT MOUNTING 3 t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION OF 21On' nQ i IONA L E D AOI;;bL 1 in inrvo c+, °jite 106 Edhmonds YA 98020 Pone: 425.458.?700 B '§ 0.37i0 al: a d@d,�signwesteng.com nEclr-- l wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 MECHANICAL DETAILS ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO M=2ml 22-101 PART 1 GENERAL 1.01 SCOPE A. WORK OF THIS SECTION INCLUDES EVERYTHING NECESSARY AND INCIDENTAL TO COMPLETING HEATING, VENTILATING, AND AIR CONDITIONING WORK; EXCEPT AS HEREIN SPECIFICALLY EXCLUDED. 1.02 GENERAL REQUIREMENTS A. ALL CORE DRILLING, CUTTING, AND PATCHING FOR THE INSTALLATION OF WORK UNDER THIS SECTION SHALL BE PERFORMED UNDER THIS SECTION OF THE SPECIFICATIONS. NO HOLES WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT AND/OR STRUCTURAL ENGINEER. B. GUARANTEE: FURNISH A WRITTEN GUARANTEE FORM AS STIPULATED IN SECTION "GENERAL CONDITIONS," FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF WORK BY THE OWNER. C. MATERIALS: 1. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED, OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS NOT IDENTIFIED BY NAME OR MANUFACTURER SHALL BE COMPARABLE TO THAT SPECIFIED AND AS APPROVED BY THE ARCHITECT. MAINTAIN ADEQUATE JOB PROTECTION FOR ALL MATERIALS, EQUIPMENT AND WORK OF OTHER TRADES. STORE ALL PIPE AT LEAST FOUR INCHES (4') ABOVE GRADE TO AVOID CONTACT WITH WATER AND DIRT. 2. UNLESS OTHERWISE DIRECTED BY THE MECHANICAL ENGINEER IN WRITING, OR SPECIFIED OR INDICATED, ALL MATERIALS, AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. 3. MECHANICAL EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL NAMEPLATE SHOWING ALL PERFORMANCE CHARACTERISTICS. ALL VALVES, PIPE FITTINGS, ETC., SHALL BEAR THE MANUFACTURER'S TRADEMARK OR IDENTIFYING MARKINGS. 4. ALL MATERIALS OF SIMILAR FUNCTION OR SERVICE SHALL BE OF ONE MANUFACTURER. D. APPROVAL OF MATERIALS: 1. WITHIN THIRTY (30) DAYS AFTER AWARD OF THE CONTRACT, SUBMIT TO THE ARCHITECT, SIX (6) COPIES OF A COMPLETE LIST OF MATERIAL AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING RATING AND CAPACITY DATA, SIZES, GRADE, ELECTRICAL DATA, PART OR CATALOG NUMBER, MANUFACTURER'S NAME, PICTURES, CATALOG CUTS, ETC. 2. SUBMIT WITH THE ABOVE LIST, SIX (6) COPIES OF COMPLETE SHOP DRAWINGS FOR ALL FABRICATED EQUIPMENT AND SIX (6) COPIES OF COMPLETE CONTROL DIAGRAMS WITH DESCRIPTIONS AND DETAILS. 3. SAFETY COMPLIANCE: ALL MATERIALS, EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF "OCCUPATIONAL SAFETY AND HEALTH ACT" (OSHA) STANDARDS. 4. IF APPROVED BYARCHITECT, DIGITAL SUBMISSION OF SHOP DRAWINGS AND SUBMITTALS MAY BE PROVIDED IN PLACE OF HARD COPIES. E. VERIFICATION OF DIMENSIONS: 1. ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATING PURPOSES ONLY. BEFORE PROCEEDING WITH THE WORK, THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFYALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK AND TO THE WORK OF OTHER TRADES. 2. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. F. THIS CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS INLAYING OUT HIS WORK AND EQUIPMENT. HE SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS. 1. THE INSTALLATION OF VALVES, THERMOMETERS, GAUGES, DAMPERS, DUCT ACCESS DOORS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLYAND ACCESSIBLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING. 2. WHERE WALL AND CEILING ACCESS DOORS ARE REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT, DOORS SHALL BE FURNISHED AND INSTALLED UNDER OTHER SECTIONS. COORDINATE THIS REQUIREMENT WITH APPROPRIATE SECTION OF SPECIFICATIONS. G. ROUGH -IN: ROUGH -IN AND FINAL CONNECTIONS SHALL BE PROVIDED FOR EQUIPMENT FURNISHED UNDER OTHER SECTIONS AND BY THE OWNER IN ACCORDANCE WITH ROUGH -IN DRAWINGS FURNISHED BY OTHERS. FUTURE EQUIPMENT, AS NOTED ON THE DRAWINGS, SHALL BE PROVIDED WITH ALL REQUIRED ROUGH -IN UTILITIES. H. MACHINERY GUARDS: ALL MOVING PARTS OF MACHINERY, SUCH AS SHAFT COUPLINGS, BELT DRIVES, ETC., SHALL BE ADEQUATELY COVERED WITH REMOVABLE METAL GUARDS TO PROTECT PERSONNEL FROM POSSIBLE INJURY. GUARDS SHALL BE FURNISHED BY THE EQUIPMENT MANUFACTURER AND SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF APPLICABLE STATE AGENCIES AND OSHA. O N ry c a� U a w N O N N .5 U) M N f6 0- 0 E w O N N_ N O N N U) co N (0 0- (B U_ O C O E w O N N O M N m h z of �, N N O O N N U� . O Q N O zD a MECHANICAL SPECIFICATIONS B. WEATHERPROOFING 1. GENERAL: WHERE INSULATED PIPING IS EXPOSED OUTDOOR CONDITIONS, IT SHALL BE COVERED. THIS INCLUDES ALL COLD WATER PIPING EXPOSED TO OUTDOORS. 2. COVER OUTDOOR EXPOSED INSULATED PIPING WITH 0.016 INCH THICK CORRUGATED ALUMINUM JACKET. 3. ALUMINUM JACKET SHALL BE SECURED WITH ALUMINUM DRAW BANDS EIGHTEEN INCHES (18") ON CENTER, WITH LONGITUDINAL SEAM OVERLAPPED AND POSITIONED TO SHED WATER. AT CIRCUMFERENTIAL JOINT, PLACE SEALANT AROUND ONE END AND OVERLAP ADJACENT PIECE TWO INCHES (2') AND SECURE WITH ONE HALF INCH (1/2') ALUMINUM HAND. 4. ELBOWS, ALL VALVES, FLANGES, FITTINGS, ETC., SHALL BE COVERED WITH "OWENS CORNING" OR EQUAL COVERS WITH CIRCUMFERENTIAL JOINTS DESCRIBED ABOVE. 2.09 SHEET METAL A. LAYOUT: DRAWINGS ARE IN PART DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, DUCTS AND PIPING. MECHANICAL TRADES SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THEIR WORK, CONSULT GENERAL CONSTRUCTION DRAWINGS TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THEIR WORK AND SHALL VERIFY SPACES IN WHICH THEIR WORK WILL BE INSTALLED. WHERE JOB CONDITIONS REQUIRE CHANGES IN INDICATED LOCATIONS AND ARRANGEMENT, MAKE SUCH CHANGES AT NO ADDITIONAL COST TO OWNER. B. DESCRIPTION: INCLUDES SHEET METAL PLENUMS, DUCTWORK, MANUALLY OPERATED DAMPERS AND EQUIPMENT CONNECTIONS. C. MATERIAL: ALL SHEET METAL SHALL BE FABRICATED OF GALVANIZED STEEL. D. LOW PRESSURE DUCT CONSTRUCTION: GAUGES, TRANSVERSE JOINTS, SPACING OF JOINTS AND INTERMEDIATE BRACING SHALL BE AS TABULATED BELOW, IN WHICH TRANSVERSE JOINTS ARE SHOWN SS FOR S-STOP, DS FOR DRIVE SLIP, PS FOR POCKET SLIP, AND BS FOR BAR SLIP. PS AND BS LAPPED AND RIVETED AT CORNERS. INTERMEDIATE BRACING WHERE SHOWN MAYBE OMITTED IF DUCT SECTIONS OF FOUR FEET (4'0') OR LESS ARE USED. MAXIMUM SPACING OF BRACING - FOUR FEET (4'0') 1. SCHEDULE: SHAPE SIZE (IN.) GAUGE RECT. UP TO 12 26 RECT. 13 TO 16 24 RECT. 17 TO 18 22 RECT. 19 TO 30 18 RECT. 43 TO 54 22 ROUND 8 & UNDER 26 ROUND 9 TO 16 24 ROUND 16 TO 20 22 2. STIFFENING: PANELS TWENTY INCHES (20') AND LARGER SHALL BE CROSS BROKEN UNLESS STANDING SEAMS ARE USED AND ARE SPACED CLOSER THAN THIRTY SIX INCHES (36'). 3. CHANGES INDIRECTION AND SIZE: DUCTURNS USED WHERE INDICATED. INDUCTS TWENTY INCHES (20') WIDE OR LESS, USE BARBER-COLEMAN DUCTURNS OR AS APPROVED. TRANSITIONS WITH LENGTHS NOT SHORTER THAN THOSE SHOWN; MINIMUM LENGTH OF THREE FEET (3'0') WHERE NOT INDICATED. ROUND ELBOWS SHALL BE OF 4-PIECE CONSTRUCTION. SAME GAUGE AS ADJACENT DUCT. ROUND "WYE" FITTINGS TO HAVE 45 DEGREE SIDE TAKE -OFF TAPPED INTO REDUCING TRANSITION. SEAL ALL JOINTS AS SPECIFIED BELOW. 4. JOINTS: AIRTIGHT FOR THE PURPOSE INTENDED. SEAL ALL JOINTS WITH HIGH PRESSURE, FLEXIBLE DUCT SEALANT WITH PRESSURE TESTS TO 10" OF WATER COLUMN. SEALANT SHALL BE AS MANUFACTURED BY "GLENKOTE" OR APPROVED EQUAL. ALTERNATELY, DUCTWORK MAYBE SEALED WITH 6 OZ CANVAS STRIPS AND ARABOL. PITTSBURGH LOCK OR DOUBLE SEAMS EXCEPTED. ARABOL SHALL BE USED FULL STRENGTH WITH NO DILUTION. DUCT TAPE SHALL NOT BE USED. 5. SUPPORTS: DUCTS SECURED AGAINST DISPLACEMENT AND VIBRATION. ANCHOR TO STRUCTURAL PARTS OF BUILDING E. MOTORS AT INTERVALS NOT GREATER THAN TEN FEET (10'0') AND SUSPEND WITH HANGER STRAPS. ALL SUPPORTS SHALL BE PER SMACNA STANDARDS. SUBMIT SHOP DRAWINGS FOR APPROVAL. 1. MOTORS SHALL BE HEAVY DUTY, 1750 RPM, OPEN DRIP -PROOF, HORSEPOWER AND VOLTAGE AS INDICATED ON 6. MANUAL DAMPERS: INSTALL WHERE SHOWN; MANUALLY OPERATED, OPPOSED BLADE DAMPERS WITH INTERLOCKING EQUIPMENT SCHEDULE. EDGES, FABRICATED OF 18 GAUGE STEEL AND EQUIPPED WITH LOCKING QUADRANTS AND END BEARINGS. DURO DYNE 2. MOTORS SHALL BE EQUIPPED WITH PERMANENTLY LUBRICATED, SEALED BALL BEARINGS. SRH-228 DAMPER REGULATORS SHALL BE INSTALLED ON DAMPERS IN LINED DUCT; SRST-L ON WRAPPED DUCT, WITH PROPER OFFSET FOR DUCT INSULATION. EACH DAMPER REGULATOR ROD, DURO DYNE MODEL "SB." SUBMIT SHOP F. FACTORY ACCESSORIES DRAWINGS FOR APPROVAL. 7. ALL ROUND "WYE" FITTINGS SHALL INCLUDE A MANUAL VOLUME DAMPER WITH LOCKING QUADRANT. DAMPERS SHALL 1. FANS SHALL BE COMPLETE WITH THE FOLLOWING FACTORY ACCESSORIES: BE "DURO DYNE" JDS SERIES OR EQUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL. 8. TURNING VANES INDUCTS TWENTY INCHES (20') WIDE AND LARGER SHALL BE DOUBLE WALL WITH PERFORATE INNER a. GRAVITY BACKDRAFT DAMPER FACE AND PACKED WITH FIBERGLASS. USE "SONOTURN" OR EQUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL. b. BIRD SCREENS 9. REGISTER BOXES: SHEER METAL REGISTER BOXES SHALL BE PROVIDED FOR ALL CEILING DIFFUSERS AND REGISTERS WITH ROUND DUCT CONNECTIONS. REGISTER BOXES SHALL BE LINED WITH ONE INCH (1') DUCT LINER AND BE 2.14 EXHAUST FANS (CEILING MOUNTED) (GREENHECK) COMPLETE WITH ROUND STARTER COLLAR, SIZE AS INDICATED ON DRAWINGS. SUBMIT SHOP DRAWING FOR APPROVAL. A. GENERAL 10. FLEXIBLE DUCTWORK SHALL BE "GLASSFLEX" AVC-180 OR EQUAL, UL-181 CLASS I AIR DUCT, MATERIAL TESTED AND LABELED WITH AFLAME AND SMOKE RARING OF 25150 OR LOWER. THE DUCT SHALL HAVE A R-4.5 FIBERGLASS 1. FAN SHALL BE DIRECT DRIVEN, CEILING MOUNTED, WITH CENTRIFUGAL BLOWER. INSULATION AND A 0.17 PERM VAPOR BARRIER. MAXIMUM LENGTH SHALL NOT EXCEED FIVE FEET (5'0'). SUBMIT SHOP 2. SEE EQUIPMENT SCHEDULE FOR CAPACITIES AND DUTY OF EACH EXHAUST FAN TO BE PROVIDED AND PLANS FOR DRAWINGS FOR APPROVAL LAYOUT DETAILS. 11. THE CONTRACTOR SHALL VERIFYALL CLEARANCES ON JOB PRIOR TO FABRICATING DUCTWORK. PROVIDE 3. FANS SHALL BE U.L. LISTED AND ALL ELECTRICAL COMPONENTS SHALL CARRY THE LISTING AND COMPLY WITH THE TRANSITIONS AND OFFSETS AS REQUIRED TO INSTALL THE WORK AND COORDINATE ALL CLEARANCES WITH OTHER STATE OF CALIFORNIA ELECTRICAL CODE. TRADES. 4. FANS SHALL BE AS MANUFACTURED BY "LOREN COOK COMPANY," OR APPROVED EQUAL IN "GREENHECK" OR "PENN." 12. PROVIDE "DURO DYNE" MODEL TH-1 INSTRUMENT PORT IN EACH SUPPLY AND RETURN TRUNK FOR EACH SPECIFIED SYSTEM. SUBMIT SHOP DRAWINGS FOR APPROVAL. B. QUALITY ASSURANCE 2.10 DUCT INSULATION A. LINE ALL DUCTWORK WHERE SPECIFIED BELOW WITH ONE INCH (1) 1.5 PCF DENSITY MOISTURE -RESISTANT, FIRE- RESISTANT, GLASS, SOUND ABSORBING DUCT LINER. LINER SHALL BE CEMENTED TO DUCT WITH "3M" #EC-104 ADHESIVE. WHERE WIDTHS OF DUCTS OR CASINGS EXCEED TWENTY INCHES (20'), BOTH MECHANICAL FASTENERS EIGHTEEN INCHES (18') ON CENTERS AND ADHESIVE SHALL BE USED. EXPOSED EDGES SECURELY CEMENTED TO PREVENT FRAYING. DIMENSIONS OF DUCTS ARE NET INSIDE LINERS. MANUFACTURER SHALL BE "MANVILLE" LINACOUSTIC R OR APPROVED EQUAL. FLAME SPREAD NOT OVER 25. SMOKE DEVELOPED NOT OVER 50. LINER SHALL MEET ALL OF THE REQUIREMENTS OF NFPA 90A & 90B. SUBMIT SHOP DRAWINGS FOR APPROVAL ON METHOD OF FASTENING AND MATERIAL. 1. ALL SUPPLY, RETURN, AND EXHAUST PLENUMS. 2. LINE ALL DUCTWORK FROM INLET OF EXHAUST FANS UPSTREAM FOR A DEVELOPED LENGTH OF TWENTY FEET (207) FROM THE FAN. 3. LINE ALL REGISTER BOXES WITH ONE INCH (1) DUCT LINER. 4. IN ADDITIONAL LOCATIONS WHERE SHOWN ON DRAWINGS. B. WRAP ALL UNLINED DUCTWORK IN UN -INSULATED OR UNCONDITIONED AREAS WITH 1 %", .75 PCF FIRE-RESISTANT MOISTURE RESISTANT FIBERGLASS INSULATION DUCT WRAP. INSULATION PACKAGE SHALL HAVE AFLAME SPREAD RATING OF 25, AND A SMOKE DEVELOPED FACTOR OF 50 AND SHALL MEET ALL OF THE REQUIREMENTS OF NFPA 90A & 90B. DUCT WRAP INSULATION SHALL CONSIST OF A BLANKET OF GLASS FIBERS FACTORY LAMINATED TO A REINFORCED FOIL VAPOR RETARDANT FACING WITH A 2" MIN. STAPLING AND TAPING FLANGE ON ONE EDGE. 1. DUCT WRAP SHALL NOT EXCEED 25% COMPRESSION DURING INSTALLATION AND SHALL CARRYAN R-VALUE OF 4.2 INSTALLED FOR DUCTS WITHIN CONDITIONED ENVELOPE ATTIC SPACE AND AN R-VALUE OF 8.0 FOR DUCTS INSTALLED WITHIN AN UNCONDITIONED SPACE OR AS REGULATED BY THE ENERGY STANDARDS OF TITLE 24. 2. DUCT WRAP SECTIONS SHALL BE TIGHTLY BUTTED TO ADJACENT SECTIONS WITH THE 2" FLAP OVERLAPPING THE ADJACENT SECTION. ALL JOINTS TO BE STAPLED AND TAPED WITH PRESSURE SENSITIVE TAPE MATCHING THE INSULATION FACING, FRK BACKING STOCK OR GLASS FABRIC AND MASTIC. SEAL ALL TEARS, PUNCTURES AND OTHER PENETRATIONS OF THE DUCT WRAP FACING WITH TAPE OR MASTIC TO PROVIDE A VAPOR -TIGHT SYSTEM. 3. INSULATION SHALL BE AS MANUFACTURED BY "OWENS-CORNING, OR EQUAL IN "MANVILLE" OR `ARMSTRONG". 4. DUCT WRAP SHALL BE SECURED WITH # 16 SOFT GALVANIZED WIRE, SPACED AT TWELVE INCH CENTERS.. NO RA W EDGES EXPOSED WILL BE ACCEPTABLE 2.11 CEILING DIFFUSERS AND REGISTERS A. PERFORMANCE: 1. DEVICES SHALL PROVIDE THE REQUIRED AIR THROW AND SPREAD WITH NO APPARENT DRAFTS OR EXCESSIVE AIR MOVEMENT WITHIN THE VENTILATED OR AIR CONDITIONED AREA. 2. ALL AIR DISTRIBUTION ACCESSORIES REQUIRED TO AFFECT THESE CONDITIONS SHALL BE PROVIDED AND INSTALLED BY THIS CONTRACTOR. 3. DIFFUSERS, GRILLES AND REGISTERS CAUSING EXCESSIVE AIR MOVEMENT, DRAFTS OR OBJECTIONABLE NOISE SHALL BE REPLACED AT NO COST TO THE OWNER. B. CEILING DIFFUSERS: 1. DIFFUSERS SHALL BE MODULAR, REMOVABLE CORE TYPE, WITH ADJUSTABLE VOLUME CONTROL DAMPERS. 2. FURNISH DIFFUSERS IN A FACTORY APPLIED, BAKED ENAMEL FINISH. COLOR AS SELECTED BY THE ARCHITECT. 3. DIFFUSERS SHALL BE AS MANUFACTURED BY "KRUEGER" SERIES 51240 MODULAR ADJUSTABLE AIR DIFFUSERS, ALUMINUM CONSTRUCTION, OR EQUAL IN WAILOR." OR METAL-AIRE 4. VERIFY FRAME TYPES PRIOR TO ORDERING. SUBMIT SHOP DRAWINGS, INCLUDING COLOR SAMPLES, FOR APPROVAL. 5. PROVIDE IN THE NECK AT EACH DIFFUSER AT DUCT TAKEOFF FROM MAIN DUCT, AN ADJUSTABLE TYPE AIR EXTRACTOR AND VOLUME CONTROLLER. SUBMIT SHOP DRAWINGS FOR APPROVAL. 6. WHERE AIR DISTRIBUTION DEVICES ARE INSTALLED IN LAY -IN CEILINGS, TWENTY FOUR BY TWENTY FOUR (24"X 24') FILLER PANEL SHALL BE PROVIDED. FOR CEILING DIFFUSERS LARGER THAN 24"X 24" (I.E. 30"X 22,), PROVIDE PROPERLY SIZED FILLER PANEL. C. SIDEWALL DIFFUSERS: 1. DIFFUSERS SHALL BE EXTRUDED ALUMINUM LINEAR BAR GRILLES WITH SIZES AS SHOWN ON PLANS. 2. DEFLECTION BARS SHALL BE 15 IN A PERMANENTLY FIXED POSITION. 3. BORDERS SHALL BE I" WIDE. 4. GRILLE AND REGISTER SECTIONS SHALL BE FURNISHED IN ONE PIECE UP TO 6 FEET IN LENGTH. 5. BAR GRILLE BORDERS SHALL BE MECHANICALLY FASTENED TO PROVIDE A NEAT HAIRLINE CORNERS. 6. FURNISH ALL GRILLES WITH OPPOSED BLADE DAMPERS. 7. GRILLES SHALL HAVE A NATURAL ANODIZED FINISH, AND SHALL BE AS MANUFACTURED BY KRUEGER OR APPROVED EQUAL IN "NAILOR" OR "METAL-AIRE". 8. FURNISH ALL REGISTERS WITH FACTORYAPPLIED, BAKED ENAMEL FINISH. COLOR AS SELECTED BY THE ARCHITECT. D. RETURN/EXHAUST REGISTERS: 1. REGISTERS SHALL BE ALUMINUM CONSTRUCTION WITH KEY OPERATED, OPPOSED BLADE, VOLUME DAMPERS. 2. FURNISH ALL REGISTERS WITH FACTORYAPPLIED, BAKED ENAMEL FINISH. COLOR AS SELECTED BY THE ARCHITECT. 3. REGISTERS SHALL BE AS MANUFACTURED BY "KRUEGER" MODEL S585, OR EQUAL IN "METAL AIRE" OR "NAILOR" 4. VERIFY FRAME TYPES PRIOR TO ORDERING. SUBMIT SHOP DRAWINGS, INCLUDING COLOR SAMPLES, FOR APPROVAL. 5. WHERE REGISTERS ARE INSTALLED IN LAY -IN CEILINGS, TWENTY FOUR BY TWENTY FOUR (24" X 24') FILLER PANEL SHALL BE PROVIDED. FOR RETURN/EXHAUST REGISTERS LARGER THAN 24"X 24" (I.E. 30"X 22'), PROVIDE PROPERLY SIZED FILLER PANEL. 1. EXHAUST FANS SHALL BE DESIGN CERTIFIED BYAMCA. 2. ALL FANS SHALL BE STATICALLY AND DYNAMICALLY BALANCED. C. CONSTRUCTION 1. THE DRIVE FRAME, BEARING, AND MOTOR PLATES SHALL BE CONSTRUCTED OF MILD GAUGE STEEL. D. MOTORS 1. MOTORS SHALL BE HEAVY DUTY, 1750 RPM, OPEN DRIP -PROOF, HORSEPOWER AND VOLTAGE AS INDICATED ON EQUIPMENT SCHEDULE. 2. MOTORS SHALL BE EQUIPPED WITH PERMANENTLY LUBRICATED, SEALED BALL BEARINGS. t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION ��L�F; vlrl ED NVY OF 7lo u LOPM '01\ 1 in 1n 1 c+, °site 106 EaWjnds�VJA 93020 hone:425.458.?700 B 0.3770 rrial: �'ai5d@desi nwesten .com nEclr-- l wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 MECHANICAL SPECIFICATIONS ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO M=3mO 22-101 PLUMBING FIXTURE SCHEDULE CONNECTION SIZE: TAG SPECIFICATION WASTE I TRAP I VENT I CW I HW I ELEC. WATERCLOSET: KOHLER "HIGHLINE" K-3519 PRESSURE ASSISTED, ADA, 17-1/8" HIGH WC RIM, (1.0 GPF), FLOOR MOUNTED, ELONGATED BOWL, TANK TYPE, WHITE 3" INT. 2" 112" - 1 VITREOUS CHINA. KOHLER PLASTIC SEAT MODEL K-4650, ELONGATED, OPEN FRONT, STAINLESS STEEL MOUNTING BOLTS. LAVATORY: KOHLER "CHESAPEAKE" K-1728, WHITE VITREOUS CHINA, WALL HUNG LAVATORY W/ FAUCET HOLES ON CENTERS. CHICAGO FAUCET EQ-Al2C-13ABCP DECK MOUNTED SINGLE HOLE E-TRONIC TRADITIONAL SINK FAUCET WITH BATTERY OPERATED DUAL BEAM INFRARED SENSOR, L CHICAGO FAUCET 131-ABNF-ECAST 1 THERMOSTATIC MIXING VALVE, W/ 0.5 GPM 2" 1-1/2" 1-1/2" 1/2" 1/2" - AERATOR, PROVIDE ASSE 1070 APPROVED TMV SET TO 110°, GRID STRAINER DRAIN W/ 1-1/2" CAST BRASS P-TRAP WITH CHROME FINISH, W/ QUARTER TURN ANGLE STOPS. PROVIDE JOSAM 17000 SERIES WALL CARRIER. ON ADA COMPLIANT PROVIDE TRUEBRO LAY GUARD PER ADA CODE 4.19.4 EXAM RM.: KOHLER "STERLING 1411-0", TOP MOUNT OR UNDERMOUNT, 13-5/8" DIA. SINGLE BOWL GAUGE 20 STAINLESS STEEL BOWL, CENTER DRAIN, NO OVERFLOW, MIRROR FINISH. FAUCET: AMERICAN STANDARD 7500-160, TWO -HANDLE CENTER SET LAVATORY FAUCET WITH 6" WRIST BLADE HANDLES, 0.35 GPM WITH V035 S 1 AERATOR. THERMOSTATIC MIXING VALVE 605XTMV1070 D. RECOMMENDED 2" 1 112" 1 112" 112" 112" ACCESSORIES: KOHLER K-8998 P-TRAP AND KOHLER STERLING 7400 STRAINER. STOP & SUPPLIES: 1/4" TURN ANGLE STOPS WITH RIGID RISER. FURNISH AND INSTALL LAV GUARD #102 TRAP WARP BY TRUEBRO. BREAK RM SINK: ELKAY "LUSTERTONE" LRADQ191865, ADA COMPLIANT, DROP -IN, 191 X 18"W X 6-1/2"D, SINGLE BOWL, GAUGE 18, 304 STAINLESS STEEL, LUSTROUS SATIN FINISH, REAR CENTER 3-1/2" DRAIN. RECOMMENDED ACCESSORIES: KOHLER K-8998 P-TRAP, S LK-99 ELKAY DELUXE 3-1/2" DRAIN TYPE 304 STAINLESS STEEL BODY STRAINER 2" 1-1/2" 1-1/2" 1/2" 1/2" 2 RUBBER SEAL AND TAILPIECE. FAUCET: CHICAGO FAUCETS 1100-G2E3-317AB, 8" FIXED CENTER, 6-1/4" RIGID/SWING GOOSENECK SPOUT, VANDAL PROOF 4" WRISTBLADE HANDLES, CAST BRASS CONSTRUCTION. STOP & SUPPLIES: 1/4" TURN ANGLE STOPS WITH RIGID RISER. FURNISH AND INSTALL LAY GUARD #102 TRAP WARP BY TRUEBRO. THERMOSTATIC MIXING VALVE WATTS MN #LFMMV. SB SERVICE BOX (ICE MAKER): OATEY 39157. 1 1/4" TURN VALVE, CONTRACTOR PACK. FLOOR DRAIN: JOSAM 30002-5A FLOOR DRAIN FD WEJLOC CAST IRON BODY W/CLAMP RING, 1 FLANGE, ADJUSTABLE NIKALOY STRAINER, POLISHED BRONZE GRATE. PROVIDE WITH TRAP PRIMER CONNECTION FOR TP-1. TRAP PRIMER: MIFAB MODEL "MI-300-BP" BATTERY OPERATED TRAP PRIMER, 1/2" TP OUTLET WITH OPTIONAL DISTRIBUTION UNIT, PROVIDE ENCLOSURE AND ACCESS DOOR, 1 MAYBE LOCATED AS INDICATED IN THE DRAWING OR AS REQUIRED BY CODE. UPC LISTED, PROVIDE SHUT-OFF VALVE (CONTRACTOR TO VERIFY). Eq O N Q' c a) U a w (V O (V T .5 U) M N n3 0- U 0 m c 0 E w _O N N_ N O N W .:..i U) M N c>3 0- m U_ a> 0 0 E Lu 0 N N O M Q o - ti m M N cN) N IV oN) N N Li Q W O 2E K - I - I - 1 1/2" 1 - I - 2" 1 2" 1 1-1/2" 1/2" - IBATTERY PIPE MATERIAL SCHEDULE PRESSURE SHUT-OFF PIPE MATERIAL TYPE OF SERVICE FITTINGS RATINGS VALVE & WEIGHT JOINTS MATERIAL PSI-SwP COLD WATER CAST BRONZE/ BALL ABV GROUND COPPER L TUBE SOLDERED WROUGHT COPPER 125 GATE CHECK COLD WATER CAST BRONZE/ BALL BELOW GROUND TO COPPER K TUBE BRAZED WROUGHT COPPER 125 GATE 5' OUTSIDE BUILDING COLD WATER BELOW GROUND SCHEDULE 80 PVC SOLVENT- PVC 125 GATE BEYOND 5-0" WELD HOT WATER COPPER L TUBE SOLDERED CAST BRONZE/ 125 BALL ABV GROUND WROUGHT CHECK VENT NO -HUB CAST IRON NO -HUB N/A N/A N/A WASTE, SOIL & SCHEDULE 40 ABS SOLVENT- ABS N/A N/A ROOF DRAINS WELD BELOW GRADE NO -HUB CAST IRON NO -HUB NIA NIA N/A COPPER L TUBE SOLDERED BRONZE 125 N/A WASTE, SOIL & ROOF DRAINS NO -HUB CAST IRON NO -HUB N/A N/A N/A BELOW GRADE CONDENSATE COPPER L TUBE SOLDERED BRONZE 125 N/A PIPE INSULATION SCHEDULE FLUID TEMPERATURE RANGE (7) CONDUCTIVIT Y RANGE (IN BTU-IN/HR PER SQFT/°F) INSULATION MEAN RATING TEMPERATUR E (7) PIPE SIZE (IN. DIA>) < 1 1 to < 1.5 1.5 to < 4 to < 8 8 AND LARGER REQUIRED INSULATION THICKNESS (IN.) HOT WATER SYSTEMS ABOVE 350° 0.32 - 0.34 250° INCHES 4.5 5.0 5.0 5.0 5.0 R-VALUE R-37 R-41 R-37 R-27 R-23 251 ° - 350° 0.29 - 0.32 200° INCHES 3.0 4.0 4.5 4.5 4.5 R-VALUE R-24 R-34 R-35 R-26 R-22 201 ° - 250° 0.27 - 0.30 150° INCHES 2.5 2.5 2.5 3.0 3.0 R-VALUE R-21 R-20 R-17.5 R-17 R-14.5 141 ° - 200° 0.25 - 0.29 125° INCHES 1.5 1.5 2.0 2.0 2.0 R-VALUE R-11.5 R-11 R-14 R-11 R-10 105° -140° 0.22 - 0.28 100° INCHES 1.0 1.5 1.5 1.5 1.5 R-VALUE R-7.7 R-12.5 R-11 R-9 R-8 SIZE 1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" HOT WATER BRANCH LENGTH SCHEDULE PIPE VOLUME AND MAXIMUM LENGTH IS BASED ON 2018 WASHINGTON STATE ENERGY CODE TABLE C404.3.1 NOMINAL PIPE SIZE VOLUME (LIQUID OUNCES PER FT.) MAXIMUM PIPING LENGTH (FT.) PUBLIC LABATORY FAUCETS OTHER FIXTURES AND APPLIANCES 1/2" 1.5 2 43 3/4" 3 0.5 21 1" 5 0.5 13 1-1/4" 8 1 0.5 8 1-1/2" 11 0.5 6 2" & LARGER 18 0.5 4 PLUMBING SIZING FORM PIPE SIZE IS BASED ON 2018 UPC CHART APIPE SIZE IS BASED ON 2018 UPC CHART A 105.1�(a. 3.0 P.S.I. / 100 FT. P.S.I. / 100 FT. FIXTURE UNITS ARE BASED ON 2018 UPC TABLE A 103.1(2) FROM APPENDIX A PIPE SIZE SCHEDULE FIXTURE UNITS FIXTURE UNITS F. TANK F. VALVE GPM VELOCITY 1 0 1.5 2.5 5 0 5 3.2 13 0 10 4.0 24 0 17 4.5 47 10 27 5.0 158 64 56 6.0 380 245 100 7.5 691 630 160 8.0 1,171 1,171 230 8.0 2,000 2,000 321 8.0 NUMBER FIXTURE UNIT TOTAL 1 WATER CLOSET TANK TYPE 2.5 2.5 1 LAVATORY 1 1 4 EXAM RM. SINK 1 4 1 BREAK RM. SINK 1.5 1.5 1 SERVICE BOX 0.5 0.5 TOTAL FIXTURE UNITS TOTAL G.P.M. 9•5 14 VELOCITY FOR COLD WATER PIPING LESS THAN 8 FT. PER SECOND VELOCITY FOR HOT WATER PIPING LESS THAN 5 FT. PER SECOND MAXIMUM SIZE FOR HOT WATER PIPING SHALL BE 3" GENERAL NOTES 1. THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 2018 INTERNATIONAL BUILDING CODE (IBC), 2018 INTERNATIONAL MECHANICAL CODE (IMC), 2018 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS AND THE 2018 WASHINGTON STATE ENERGY CODE. 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO WORK. ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. 3. BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK OF OTHER TRADES. 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING CONDITIONS. 5. ITEMS RELATED TO PLUMBING UTILITIES AND/OR OTHER SERVICE(S); MATERIALS, LABOR, PERMITS, FEES, ETC., SHALL BE VERIFIED WITH THE RESPECTIVE SERVING UTILITY COMPANY PRIOR TO SUBMISSION OF A BID. THE ACT OF SUBMITTING A BID SHALL CONSTITUTE FULL RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERVICE(S) IN COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT. 6. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT THEIR WORK AND EQUIPMENT. THEY SHALL COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS. 7. THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING. 8. EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED IN ACCORDANCE WITH 2018 (IBC) AND 2018 UPC. 9. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH 2O18 WASHINGTON STATE ENERGY CODE. 10. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME TYPE AND QUALITY AS EXISTING MATERIAL. 11. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES. 12. CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED BY THEIR OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY THEIR OPERATIONS. 14. CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE A MINIMUM OF 72 HOURS NOTICE OF SUCH INTERRUPTIONS AND THE ACTUAL SHUT -DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNERS REPRESENTATIVE. 15. POTABLE WATER SYSTEMS SHALL BE DISINFECTED AND FLUSHED PRIOR TO USE BY WATER -CHLORINATION SOLUTION AND HAVE BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY PER 2018 UPC 609.9 AND AS PRESCRIBED IN AWWA C651. METHODS OF CLEANING/ DISINFECTING FOR NEW OR REPAIR PIPING AS DESCRIBED IN C651 OR NFPA 24. 16. PLUMBING PIPE, FITTINGS AND FIXTURES USED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALL BE LEAD-FREE PER 2018 UPC 604.2. 17. ANY SUBSTITUTION MADE BY THE CONTRACTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED ON THE DRAWINGS NEEDS TO BE APPROVED BY ENGINEER OF RECORD AND OWNER PRIOR TO BID AND SHALL BE CLEARLY INDICATED ON THE SUBMITTAL AS TO ALL THAT IS BEING SUBSTITUTED. 18. SHUT-OFF VALVES SHALL BE PROVIDED IN MAIN BRANCHES, RUNS TO RISERS AND WHERE INDICATED ON DRAWINGS. 19. NEW NON-RESIDENTIAL WATER CLOSETS SHALL COMPLY WITH 2O18 UPC 411.2 AND SHALL NOT EXCEED 1.6 GALLONS PER FLUSH. 20. NEW NON-RESIDENTIAL WALL MOUNTED URINALS SHALL COMPLY WITH 2O18 UPC 412.1 AND SHALL NOT EXCEED 1.0 GALLON PER FLUSH. 21. NEW NON-RESIDENTIAL LAVATORY FAUCETS SHALL COMPLY WITH 2O18 UPC 407.2.1 AND SHALL NOT EXCEED 0.5 GALLONS PER MINUTE FOR PUBLIC LAVATORY AT 60 PSI. 22. FIXTURES, EQUIPMENT, PIPING, FITTINGS, AND MATERIALS SHALL BE LISTED. 23. PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED IN THE 2018 UPC. 24. PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER TEMPERATURE TO 120°F. APPLICABLE CODES 1. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2. PLUMBING CODE: 2018 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 3. MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 4. ELECTRICAL CODE: 2020 NATIONAL ELECTRICAL CODE (NFPA 70 - 2020) INC. ANNEX A, B, AND C 5. FIRE/LIFE SAFETY: 2018 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 6. ADA AND ACCESSIBILITY GUIDELINES (LATEST EDITION) 7. ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS. 8. ENERGY: 2018 WASHINGTON STATE ENERGY CODE ANCHORAGE AND BRACING NOTES 1. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS", THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY. PLUMBING SHEET INDEX SHEET # SHEET NAME P-0.1 PLUMBING LEGEND NOTES & SCHEDULES P-0.2 PUMBING SCHEDULES (CONT) P-1.1 PLUMBING DEMOLITION FLOOR PLAN P-2.2 PLUMBING REMODEL FLOOR PLAN P-3.1 PLUMBING DOMESTIC WATER AND WASTE & VENT RISER DIAGRAMS P-4.1 PLUMBING DETAILS P-4.2 PLUMBING DETAILS (CONT) P-5.1 PLUMBING SPECIFICATIONS P-5.2 PLUMBING SPECFICATIONS (CONT) PLUMBING LEGEND SYMBOLS SYMBOL ABBREVIATIONS DESCRIPTION DETAIL No. SHEET No. STACK RISER ID. No. EQUIPMENT ID. No. -GW -CWV RD/OD COND SEC CONS G MPG LPG AS RW CA CA nx VAC N2 (5 �3 �O iO F -�I CCO DETAIL REFERENCE SECTION REFERENCE PLUMBING STACK OR RISER REFERENCE EQUIPMENT REFERENCE FW FILTERED WATER SCW SOFTENED / CONDITIONED COLD WATER CW COLD WATER HW HOT WATER HWR HOT WATER RETURN POP -OFF DRAIN LINE OR HIDDEN WATER LINE S or W SOIL or WASTE BELOW GRADE (or FLOOR) GW GREASE WASTE BELOW GRADE (or FLOOR) CWV COMBINATION WASTE AND VENT RD/OD ROOF& OVERFLOW DRAIN ABOVE & BELOW GRADE (or SD HE DRAIN S or W SOIL or WASTE ABOVE GRADE (or FLOOR) V PLUMBING VENT COND CONDENSATE DRAIN SEC COND SECONDARY CONDENSATE DRAIN G GAS LOW PRESSURE MPG GAS MEDIUM PRESSURE LPG LIQUID PROPANE GAS AS AUTOMATIC FIRE SPRINKLER RW RECLAIM WATER CA COMPRESSED AIR CAO COMPRESSED AIR OUTLET OX OXYGEN N20 NITROUS OXIDE MA MEDICAL AIR VAC VACUUM N2 NITROGEN BV BALL VALVE SOV SHUT OFF VALVE SOV or GC SHUT OFF VALVE OR GAS COCK ON RISER CV SWING CHECK VALVE PRV PRESSURE REDUCING VALVE PTR PRESSURE -TEMPERATURE RELIEF VALVE RPBFP REDUCED PRESSURE BACKFLOW PREVENTER DN PIPE DOWN UP PIPE UP DN TEE DOWN UP TEE UP PIPE RISER & PIPE DROP (UP AND DOWN) FCO FLOOR CLEANOUT WCO WALL CLEANOUT CO CLEANOUT PLUG COTG YARD CLEANOUT or CLEANOUT TO GRADE CAP ON END OF PIPE HB HOSE BIBB WITH VACUUM BREAKER WHA & TP WATER HAMMER ARRESTOR & TRAP PRIMER CS CIRCUIT SETTER GR GAS REGULATOR GC GAS COCK (or GAS STOP) GS GAS SOLENOID EXISTING PIPING TO BE DEMOLISHED P.O.C. POINT OF CONNECTION P.O.D. POINT OF DEMOLITION AP ACCESS PANEL (WALL AND CEILING) ABV ABOVE BEL BELOW AGA AMERICAN GAS ASSOCIATION CONN CONNECTION CONT CONTINUATION (E) EXISTING (N) NEW DN DOWN ADA AMERICAN DISABILITY ACT IE INVERT ELEVATION (TYP) TYPICAL U.O.N. UNLESS OTHER NOTED VTR VENT THROUGH ROOF W/ WITH FU PLUMBING FIXTURE UNIT SEC COND SECONDARY CONDENSATE B.F.F. BELOW FINISH FLOOR R.I.C. ROUGH IN CONNECT CCO CONDENSATE CLEAN OUT t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION 430� titiA ;�E D Y OF M S 210RE V L PM 1S VICES ` 10,\ 11, ,0 1 in i_ry c+ c.Jlte 106 WP dmonds, WA 9B020 hone:425.458.?700 B0.3770 rrial: a d@designwesteng.com nECIGN wECT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING LEGEND NOTES & SCHEDULES ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO P=001 22-101 ELECTRIC WATER HEATER SCHEDULE TAG MANUFACTURER & MODEL NO. LOCATION CAPACITY (GAL.) RECOVERY UEF ELECTRICAL DRY WT. (LBS) WET WT. (LBS) DETAIL REMARKS WATTAGE AMPS V-P-HZ WH A.O. SMITH DEL-30 STORAGE RM. 30 69 GAL./HR. @ 72 DEG. TEMP. RISE 0.92 12,200 59 208V-10-60Hz 118 368 P 4 2 O NOTES: O WET WT. INCLUDES UNIT AND TANK CAPACITY EXPANSION TANK SCHEDULE CAPACITY ACCEPTANCE MAX MAX. TEMP SYSTEM DIMENSIONS (IN.) DRY WET TAG SYSTEM MANUFACTURER & LOCATION (GAL.) VOLUME PRESSURE (OF) CONNECTION WT. WT. DETAIL REMARKS DIA. HT. MODEL N0. GAL. (GAL.) PSI (PSI) IN. ( ) LBS. (LBS.) LBS. (LBS.) 1T DOMESTIC WATER WATTS MODEL #DETA 5 STORAGE RM. 3.5 2.3 150 200 3/4 10 14 21 51 P 4 2 9 NOTES: U WET WT. INCLUDES UNIT AND TANK CAPACITY CIRCULATOR PUMP SCHEDULE TAG SYSTEM MANUFACTURER & MODEL NO. LOCATION CAPACITY CONSTRUCTION MOTOR (HP) ELECTRICAL WEIGHT (LBS) DETAIL REMARKS AMPS V-P-HZ CP WH-1 TACO 007-SF5 STORAGE RM. 1.5 GPM @ 5' TDH STAINLESS STEEL 1/25 0.76 120V-10-60Hz 7 P 42 O N ry O C N U 0- w N O N N U) M N 0- f6 U_ 7-5 U 70 C O E 70 w O N N_ F-- N O N N U) M N 0- (a U_ 0 N U) C O E w 0 N N t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION L F, OLD o �,w, E D fY OF M S 0V�M T 21S VICES G 0 TES �w �SS10M A L is --1 c+, °site 106 Wphn' dmonds, W9B020 425458.3700 Bc�y0¢��0.3770 r al: a d'designwesteng.com DESir!',l WEST ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PUMBING SCHEDULES (CONY) ISSUANCE PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO P=Om2 22-101 J O N ry O C N U w w N O N N a --I U) (6 N f6 d f6 U_ 7-5 N fn 70 C O E 70 w O N N F-- N O N N U) (6 N 0- (a U_ N U) C O E w 0 N N O co Q � o — ti m M N N oNj tv N j Q W O II Y II I II I II I 0 II j - - - - - �__ <. _r- — J I —===---fir—� Imo r= I I I II I/ I I IIQ IT I I I I Ir I� II II II I� �I II II II II PLUMBING DEMOLITION FLOOR PLAN GENERAL NOTES 1. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON SHEET P-0.1. 2. CONTRACTOR SHALL PATCH FLOORS, WALLS & CEILINGS TO MATCH NEW CONSTRUCTION PER ARCHITECTS SPECIFICATIONS. 3. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY FOR EXACT SIZES, LOCATIONS & INVERT ELEVATIONS OF EXISTING WASTE LINES & COORDINATE WITH PLUMBING ENGINEER FOR ANY CHANGES NEEDED. 4. REMOVE ALL EXPOSED PLUMBING PIPES, VALVES AND EQUIPMENT. CAP AT POINT OF TERMINATION. CONSTRUCTION NOTES 1O REMOVE (E) SINK, (E) CW & HW ABOVE CEILING AND (E) WASTE & VENT CAP WASTE ABOVE FLOOR SLAB AND VENT ABOVE CEILING. 2O REMOVE (E) RESTROOM WATER CLOSET AND LAVATORY, (E) CW & HW ABOVE CEILING AND (E) WASTE & VENT. CAP WASTE ABOVE FLOOR SLAB AND VENT ABOVE CEILING. < (E) CW, HW & HWR MAINS AND (E) W & V MAINS TO REMAIN. t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION W As E D JFM S �21ICES T� IONA L Wph dmonds, VJ ' §B020 one:4254583700 B�y0�$�0.37i0 Vffld@d,�signwesteng.com nEclr,ri WELT EKIGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING DEMOLITION FLOOR PLAN ISSUANCE PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO P=l 01 22-101 S 1 207M EXA2 55M 4 3/4" CW 3/4" HW — S I ICI � S \ S SB 1 3/4" HW / \ 3/4" HW I S 112" CW - - - EXAM 3/4" CW - 3/4" HW cW 2 3/4" HW 208 BR AK 20CW 9M BREAK 314" CW 3/4" HW 3/4" CW 3/4" HW E:] 3/4" CW 1100 HALLWAY 206 ZI C3/41" WAITING 1"HW 200 1"CW W CW TOILET \3"/4HWR RECEPTION i � 204 - - 201 MA WORK2 � c� �� 1� CITP FD L1/2" CW WC 1/2" C' 1 1 1 WH 1 el 1/2" TP 314" HWR 1 O N O C N U a w N O N N co (6 N f6 d f6 U_ N C O E w O N N_ N O N N .:..i U) M N (0 0- (>3 U_ O 75 U) C O E w O N N O c Q � M - ti m M ;~ rn N N oN) cV N OW �w 2EK PROVIDER OFFICE 203 PLUMBING REMODEL DOMESTIC WATER FLOOR PLAN PLUMBING REMODEL WASTE & VENT FLOOR PLAN GENERAL NOTES 1. FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON P-0.1. 2. FOR CONNECTION TO STRUCTURE & PIPE SUPPORT, SEE DETAILS 1, 2, 3 & 4 ON SHEET P-4.1. 3. UNLESS NOTED ALL CW & HW RISERS FROM FIXTURE TO CEILING ARE 1/2", SEE FIXTURE SCHEDULE ON P-0.1. 4. ROUTE HOT WATER LOOP AS CLOSE AS POSSIBLE TO ALL FIXTURES. 5. SEE FIXTURE SCHEDULE ON P0.01 FOR ADA & STANDARD RIM HEIGHTS FOR WATER CLOSETS. 6. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE, ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE 2018 UPC. 7. CONTRACTOR SHALL PATCH FLOORS, WALLS & CEILINGS TO MATCH NEW CONSTRUCTION PER ARCHITECTS SPECIFICATIONS. 8. SHUT-OFF VALVES SHALL BE PROVIDED ON ALL MAIN BRANCHES, RUNS TOO RISERS AND WHERE SHOWN ON DRAWING. LOCATE SHUT-OFF VALVES OVER T-BAR CEILING WHEN POSSIBLE. PROVIDE ACCESS PANELS WHEN SHUT-OFF VALVES ARE LOCATED OVER HARD LID CEILINGS. 9. CONTRACTOR SHALL PATCH FLOORS, WALLS & CEILINGS TO MATCH NEW CONSTRUCTION PER ARCHITECTS SPECIFICATIONS. 10. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY FOR EXACT SIZE, LOCATION &INVERT ELEVATION OF EXISTING WASTE LINE & COORDINATE WITH PLUMBING ENGINEER FOR ANY CHANGES NEEDED. 11. FOR CEANOUTS, SEE DETAIL 5 P-4.1 12. FOR PIPES THRU RATED WALL, SEE DETAIL 6 P-4.1 13. FOR WATER HEATER, SEE DETAIL 1 P-4.2 14. FOR CIRCULATOR PUMP, SEE DETAIL 2 P-4.2 15. FOR TRAP PRIMER, SEE DETAIL 3 P-4.2 ®= CONSTRUCTION NOTES Z 1O SET CIRCUIT SETTER AT 0.5 GPM. O2 2" W DN TO BELOW. 1 /T" = 11-011 1 O3 3" W DN TO BELOW. 4O ISOLATION AND CHECK VALVE INSTALLED IN VERTICAL. O5 1/2" HW TO DISWASHER. O6 WASTE FROM DISHWASHER. O _ z t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION OBE OjW, r/ E D 2 2 OF M S 21081Yl54LQPM S VICES � �GIYvV, �SSI0 AL E��S �� i 1n inrvo c+ °site 106 Edmonds VJA 95020 Phone: 425.4583700 B �y0�gd@d,0 aI . *�a d@d �signwesteng.com nEclGl l WPIT ENGINEERING HA MECNICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING REMODEL FLOOR PLAN ISSUANCE PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO P=2m2 22011 Designer Author 22-101 0 N U a w N 0 N U) c6 N c6 d U 0 E Lu N N E- N O N 0 U) co (0 0- a) 7- 0 0 E w 0 N N O c Q � �n — ti m M ;~ rn N N oC5 N N Q W 2E K 314" HWR- (1.5 GPM) 112" CW--,, (0 F.U.) 314" CW- (1 F.U.) 314" HW (0.75 F.U.) II WH 1 S 1 TP 112" CW 1 (2.5 F.U.) 314" CW (1 F.U.) 314" HW 314" HWR (1.5 F.U.) (0.75 F.U.) o 314" CW ,o� �314" CW (I F.U.) >0000"\� (2 F.U.) �314" HW(0.75 F.U.) S 1 —1" HW CW 314" HWR \ \ S 314" CW \ (0.5 GPM) \ 1 314" HW (1.875 F.U.) 112" CW CP (1 F.U.) 1 314" HWR II 314" (E) HWR (0.75 F.U.) II 314 (E) HW II 1 114" (E) CW� \ we L 1 1 314" HW (3.25 F.U.) 314" CW- (3.5 F.U.) i h 0 2„V i II (2 D.F.U.) i 11/2"V �� II (1 D.F.U.) II 2 V S II (2.5D.F.U.)�I 2" W (1 D.F.U.) i II II CI 2"V--,� II (3 D.F.U.) �I WCO I I I I 3 W II \ II (3.5 D.F.U.) \ �I L II 3" W- (2.5 D.F.U.) we 1 WCO FLOOR PENETRATION, - (TYP.) WCO 3„ (E) V W (2 D.F.U.) 4" (E) W 1 D.F.U. e2' W( ) W (1 D.F.U.) 314" CW- (0.75 F.U.) 314" HW--,,, (1 F.U.) S 1 _S 2 HW(2.25 F.U.) CW (3 F.U.) DISHWASHER (1.5 F.U. CW) (1.125 F.U. HW) 2" V (3 D.F.U. � II 11/2"V II II / 1112"V(2D.F.U.) (1 D.F.U.)�I I✓ S II II 1 II jj SS II II / \ 2 / DISHWASHER (2 D.F.U.) WCO —2" W (4 D.F.U.) 12" W (1 D.F.U.) 2" W (5 D.F.U.) e� WASTE &VENT RISER DIAGRAM 112" CW (0.5 F.U.) e DOMESTIC WATER RISER DIAGRAM 2 - t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION OL E C�� was E D 0 2 2 I� OF M S 2tOR' Y!& M S VICES �GI S T V, SSI�NAL EA 1 if) 1-- c+ °cite 106 Wph dmonds, V'A §B020 one:425.4583700 Eiq$�0.37i0 d@d,�signwesteng.com nEclGr i WEST ENGINEERING MHAN ECICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING DOMESTIC WATER AND WASTE & VENT RISER DIAGRAMS ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO P=3ml 22011 Designer Author 22-101 0 N ry c a) U a w (V 0 N 2 .5 U) co N m U a) 15 0 c 0 E w _o N N N 0 N a) .:..i U) M N n3 a U m 0 0 E E w 0 N N COVER INSTALL PER 2018 UPC (SEC. 707.0 & 719.0) FINISH FLOOR COVER PLATE FINISH FLU FCO OR COTG WASTE 2% SLOPE �- PIPE CLAMP (TYP.) 3/4" THICK ACRYLONITRILE BUTADIENE POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM INSULATION PIPE 1/2" MIN BEAD OF CID 25WB+ CAULK CLEANOUT FIRE RATED FRAMED WALL CID 25WB+ CAULK ON BOTH SIDES OF WALL PIPE PENETRATION THRU RATED WALL 5 THREADED HANGER STRUCTURE ROD. FOR SIZE AND FOR CONNECTION SPACING SEE 2 TO STRUCTURE /BE 1 1/2" LONG S"TEK" SCREW SADD VERTICAL ANGLE S STIFFENER IF LENGTH GREATER THAN MAX LENGTH SHOW ON PIPE SUPPORT SCHEDULE NUT & WASHER - TOP & BOTTOM "B-LINE" - B3690 ADJUSTABLE "J" HANGER PIPING. SEE PLANS FOR SIZE AND LOCATION INSULATION WHERE APPLIES - SEE SPECIFICATIONS "B-LINE" B3162 PIPE SADDLE TRANSVERSE ANGLE BRACE. ALTERNATE SIDES EVERY BRACE. NOTE: 1. DETAIL APPLIES TO PIPES 2" I.D. AND SMALLER 2. REFER TO PIPE SUPPORT SCHEDULE FOR ADDITIONAL INFORMATION FOR CONNECTION TO STRUCTURE SEE LONGITUDINAL DIAGONAL ANGLE (SLOPE 1 TO 1). FOR SIZE AND SPACING 0 SEE SCHEDULE. ALT. SIDES EACH BRACE. ATTACH BOLT - SEE SCHEDULE FOR SIZE "B-LINE" B327 SHORT ANGLE INSULATION - SEE SPECIFICATIONS TYPICAL PIPE - SEE PLAN FOR SIZE AND LOCATION PIPE SUPPORT (SMALL PIPES) ADD VERTICAL ANGLE STIFFNER IF LENGTH IS GREATER THAN MAX. LENGTH SHOWN ON PIPE SUPPORT SCHEDULE HANGAR ROD - SEE 2 SCHEDULE FOR SIZE TRANSVERSE ANGLE BRACE. ALTERNATIVE SIDES EVERY BRACE. PIPE SLEEVE WITH I.D. 1/4" LARGER THAN O.D. OF BOLT "B-LINE" B3100 CLEVIS HANGAR - SEE SCHEDULE FOR SPACING 2 "B-LINE" B3162 PIPE SADDLE NOTE: 1. DETAIL APPLIES TO PIPES 2-1/2" I.D. AND LARGER. PIPE SUPPORT (LARGE PIPES) 3 G V MIN.Ti 1" MIN. 1/2"0 HANGER ROD (TYP) STRUCTURE 1 1/2" LONG "TEK SCREW" 2 1 /2"x2 1 /2" A 6 GA. ANGLE BRACE (TYP) CONNECTION TO WOOD STRUCTURE CONNECTION TO STUCTURE MAXIMUM SPAN O2 OO 0 PIPE BETWEEN HANGER MAX. VERTICAL TRANSVERS SIZE SUPPORT ROD LENGTH LONGITUDINAL HANGER E BOLT IN HANGERS O.C. DIAMETER FOR RODS ANGLE BRACE ANGLE ANGLE SIZE INCHES HORIZ. VERT SIZE (STIFFENER) BRACE COPPER TUBE &PIPE 1/2 & 3/4 6-0" 10'-0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x 1 x 18GA 1-1/2 x 1-1/2 x 18 3/8" GA 80'-0" O.C. GA 40'-0" O.C. THRU 1-1/ 6-0" 10'-0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x lx 18GA 1-1/2 x 1-1/2 x 18 3/8" GA 80'-0" O.C. GA 40'-0" O.C. 2 10'-0" 10'-0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x 1 x 18GA 2-1/2 x 2-1/2 x 16 3/8" GA 40'-0" O.C. STEEL PIPE FOR GAS 1/2 & 3/4 6' 0" 6' 0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x 1 x 18GA 1-1/20-1/2 1-1/2 x 18 3l8" GA 80'-0" O.C. GA 40'-0" O.C. 1 8'-0" 8'-0" 3/8" 37" 1-1/2 x 1 1/2 x 18 1 x 1 x 18GA 1-1/2" x 1-1/2 x 18 3/8" GA ' " 80-0O.C. GA ' 40-0" O.C. 1-1 /4 TH RU I U-0" 10'-0" 3/8" 37" 2-1/2 x 2-1/2 x 16 1 x 1 x 18GA 2-1/2 x 2-1/2 x 16 3/8" GA a�80'-0" O.C. GA 40'-0" O.C. SCHEDULE 40 PVC& ABS DWV & 3/4 4' 0" 10' 0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x 1x 18GA 1 1/2 x 1 1/2 x 18 3/8" 71/2 GA @ 40'-0" O.C. THRU 2 4' 0" 10' 0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x 1 x 18GA 1-1/2 x 1-1/2 x 18 3/8" GA 80'-0" O.C. GA 40'-0" O.C. CAST IRON HUBLESS NO HUB 1 1/2 & 2 AO 15' 0" 3/8" 37" 1-1/2 x 1-1/2 x 18 1 x 1 x 18GA 1-1/2 x 1-1/2 x 18 3/8" GA 80'-0" O.C. GA 40'-0° 3 THRU 6 O REFER TO SMACNA GUIDELINES IN SCHEDULE BELOW OSUPPORT EVERY JOINT. SUPPORT SHALL BE WITHIN 18 INCHES OF JOINT ON BOTH SIDES. (SUPPORT ALSO REQUIRED AT EACH HORIZONTAL JOINT CONNECTION ALL PIPING 2-112" AND LARGER PER THE FOLLOWING SMACNA GUIDELINES 2-1 /2 10' 0" 2-1/2 x 2-1/2 x 16 2-1/2 x 2-1/2 x 16 10' 0" 1/2" 25" 2 x 2 x 16GA 3/8 GA @ 80'-0" O.C. GA @ 40'-0" O.C. 3 10'-0" 10'-0" 1/2" 25" 2-1/2 x 2-1/2 x 16 2 x 2 x 16GA 2-1/2 x 2-1/2 x 16 3/8" GA 80'-0" GA @ 40'-0' O.C. 4 10'-0" 10'-01. 5/8" 31" 2-1/2 x 2-1/2 x 16 2 x 2 x 16GA 2-1/2 x 2-1/2 x 16 1/2" GA @ 80' 0" O.C. GA 40'-0" O.C. 2-1/2 x 2-1/2 x 16 2-1/2 x 2-1/2 x 16 5 10'-0" 10'-01. 5/8" 31" GA 80'-0" O.C. 2 x 2 x 16GA GA 40'-0" O.C. 1/2" 2-1/2 x 2-1/2 x 16 2-1/2 x 2-1/2 x 16 6 10'-0" 10'-0" 5/8' 37" GA @ 40'-0" O.C. 2 x 2 x 16GA GA @ 40'-0" O.C. 1/2„ NOTES 0) VERTICAL ANGLE ONLY REQUIRED WHEN ROD MAXIMUM LENGTH IS EXCEEDED. O BRACING MAY BE OMITTED WHERE TOP OF PIPE IS 12" OR LESS FROM BOTTOM OF HANGER SUPPORT CONNECTED TO STRUCTURE O ALLOW FOR EXPANSION EVERY 30'-0" PIPE SUPPORT SCHEDULE 2 t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION Ojr/ E D 0 2 2 OF M S 21081��4 PM S VICES �SSIDNAL E��S AO 11n in— c+ °jite 106 dmonds VJA 95020 hone: 425.4583700 0.@ i0B �aly§.gdd,�sign westeng.com nEclGl l WPIT ENGINEERING HA MECNICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING DETAILS ISSUANCE PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO P=4ml 22011 Designer Author 22-101 O N Ir C m U a L 75 F N O N a� .j U) M N f0 0- a) U C O E w 0 N N N O N a) U) co N (0 0- m U_ am O E w 0 N N 2E K CHECK VALVE 12 GA. SPLAY WIRE, ATTACH TO METAL DECK W/ #10 SMS FOR CONNECTION TO CW 1/2" CW INLET STRUCTURE CW TO SUPPLY ATER HEATER "B" F ELECTRONIC CONTROLLER C.W. SUPPLY � H.W. SUPPLY ET BALL VALVE (TYP.) 1 UNION (TYP.) ADJUSTMENT DIALS I C.W. CONNECTION H.W. CONNECTION VACUUM RELIEF VALVE H.W. RETURN INSTALL PER LOCAL CODES S.S. SOLENOID 1" AIR GAP T&P RELIEF SECURE W/H TO WALL WITH 1" WIDE - MIN. 20 VALVE DISCHARGE TO GA. SHEET METAL STRAP & ATTACH TO METAL LOW LEAD COPPER I JANITORS SINK STUD BACKING PER 1/AD-1.0 W/ #10 SMS EA. MANIFOLD BRASS MI -GAP 3/4" OVERFLOW END. PER UPC SEC. 508.0 - 508.2 TO FLOOR DRAIN WATER HEATER WH FS FD OR SET AT 120E 1 F L ------------- 1 1 k66P DRAIN VALVE TRAP PRIMER LINE FLOOR CONNECTIONS WATER HEATER SHELF AS MANUFACTURED 1/2" CW BY HOLDRITE MFG MODEL 50-SWHP-W SECURE TO METAL STUD BACKING PER 1/AD-1.0 W/ #12 SMS EA. HOLE IN BRACKET PIPE ANCHOR 0 PROVIDE 6" WASTE AIR GAP FLOOR DRAIN TRAP PRIMER CONNECTION 3 WATER HEATER 1 LOCATION OF ANCHORS - PLAN VIEW SEE DETAIL BELOW CID PUMP MOUNTING 3" MIN. � BRACKET EMBEDMENT BY PUMP MFR. 4" CONCRETE PAD 0 SECURE PUMP TO CONC. W/ FRONT VIEW (4) "HILTI" - KWIK BOLTS 1/2"0 x 3" MIN. EMB. (TYP 2 EA. BRACKET) CIRCULATOR PUMP SUPPORT 2 t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION E D / @TNWYOFI f � 2 t o&lp��L PM N,o GIST ,Al s SIONA �� i in inrvo c+, °site 106 Edmonds VdA§5020 Phone:425.458.?700 B 0.3770 rr. a d@designwesteng.com nEclGl l WPIT ENGINEERING HA MECNICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING DETAILS (CONY) ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO P=4m2 22-101 0 N ry c a) U a Lu 7. N 0 N a� U) N N f6 0- U a) 5 c 0 E w _o N N_ N 0 N a� U) M N M 0- a) 5 0 E w 0 N N O Z M Q N - ti m M ;~ rn NN) N N 00 N N L o" PART 1 GENERAL 1.01 SCOPE A. Work of this section includes everything necessary and incidental to completing plumbing work, except as herein specifically excluded. 1.02 GENERAL REQUIREMENTS A. All core drilling, cutting, and patching for the installation of work under this section shall be performed under this section of the specifications. No holes will be allowed in any structural members without the written approval of the Architect. B. Guarantee: Furnish a written guarantee form as stipulated in section "General Conditions," for a period of one (1) year from date of acceptance of work by the owner. 1. Materials: a. All material and equipment shall be new and in perfect condition when installed, of the best grade and of the same manufacturer throughout for each class or group of equipment. Materials not identified by name or manufacturer shall be comparable to that specified and as approved by the Architect. Maintain adequate job protection for all materials, equipment and work of other trades. Store all pipe at least four inches (4") above grade to avoid contact with water and dirt. b. Unless otherwise directed by the Mechanical Engineer In writing, or specified or indicated, all materials, fixtures and equipment shall be installed in accordance with manufacturers recommendations and instructions. c. Plumbing equipment shall bear the manufacturer's label nameplate showing all performance characteristics. All valves, pipe fittings, etc., shall bear the manufacturer's trademark or identifying markings. d. All materials of similar function or service shall be of one manufacturer. 2. Approval of Materials: a. Within thirty (30) days after award of the contract, submit to the Architect, six (6) copies of a complete list of material and equipment Proposed for the job including rating and capacity data, sizes, grade, electrical data, part or catalog number, manufacturer's name, pictures, catalog cuts, etc. b. Submit with the above list, six (6) copies of complete shop drawings for all fabricated equipment and six (6) copies of complete wiring diagrams with descriptions and details. c. Safety Compliance: All materials, equipment and installation shall comply with the requirements of "Occupational Safety and Health Act" (OSHA) Standards. C. Verification of Dimensions: 1. All indicated dimensions are approximate and are given for estimating purposes only. Before proceeding with the work, this contractor shall carefully check and verify all dimensions, sizes, required clearances and shall assume full responsibility for the fitting of all equipment and materials herein required to other parts of the work and to the work of other trades. 2. The drawings are essentially diagrammatic to the extent that all offsets, bends, special fittings and locations are not exactly located. 3. This contractor shall comply with all contract documents in laying out his work and equipment. He shall coordinate the work of this section with the work of other trades and all job conditions. 4. The installation of valves, thermometers, gauges, cleanouts, water hammer arrestor access doors or other indicating equipment or specialties requiring reading, adjustment, inspection, repairs, removal or replacement shall be conveniently and accessibly located with reference to the finished building. 5. Where wall and ceiling access doors are required for access to plumbing equipment, doors shall be furnished and installed under other sections. Coordinate this requirement with appropriate section of specifications. D. Rough -In: Rough -in and final connections shall be provided for equipment furnished under other sections and by the owner in accordance with rough -in drawings furnished by others. Future equipment, as noted on the drawings, shall be provided with all required rough -in utilities. E. Before submitting his bid for the work under this division the contractor shall carefully study all drawings and shall make a careful examination of the premises. He shall determine in advance, the methods of installing and connecting the equipment, the means to be provided for getting the equipment into place and shall make himself thoroughly familiar with all the requirements of the contract. After award of the contract, no subsequent allowances will be made to the contractor due to the failure to comply with the above requirements or any other conditions affecting the installation and completion of the work. F. Any minor changes in work, which have not been installed, shall be made by this contractor without additional compensation except changes which increase or decrease the size of the materials specified or indicated on the drawings. This contractor shall submit an estimate of the cost, or credit for, such changes he does not consider of a minor nature and shall proceed only upon the written authorization of the Engineer. G. Machinery Guards: All moving parts of machinery, such as shaft couplings, belt drives, etc., shall be adequately covered with removable metal guards to protect personnel from possible injury. Guards shall be furnished by the equipment manufacturer and shall comply with applicable requirements of applicable state agencies and OSHA. PART 2 PRODUCTS 2.01 PIPING INSTALLATION A. Arranged as shown on the drawings and as required for a complete system. B. Run straight and true to line and as direct as possible. C. Risers shall be plumb. Form right angles on parallel lines with building wall. D. Keep pipes close to walls and partitions, off -set only where necessary to follow walls, or as directed. E. Locate groups of pipes parallel to each other. Pipe spacing shall permit application of full insulation and access for servicing valves. F. All piping shall be isolated from other piping, any part of the building, framing, conduit, etc., with one inch (1") strips of hair, felt, or pipe isolators. G. Risers shall not have couplings in runs from one floor outlet to next. H. All piping shall be concealed in walls or above ceilings unless otherwise noted. I. Street elbows, bushings, and long screw fittings will not be allowed for on -site buildings. J. Cleanouts 1. Floor cleanouts, as specified (see plans for size), shall be no -hub and installed into pipe where shown on plans. Floor cleanouts shall be accessible in all cases and shall be brought to surface on "WYE" branches. 2. Wall cleanouts, as specified (see plans for size), shall be taper thread plugs and installed into pipe where shown on plans. Wall cleanouts shall be accessible in all cases. 3. All cleanouts shall be provided with removable floor or wall plate as hereinbefore specified. 4. Cleanouts to grade shall be provided with either a traffic rated brass cap or concrete yard box. K. Install stops on all hot and cold water fixture supplies, unless integral stops are specified. Supply trim shall have all metal -to -metal connections. L. Protect open pipe ends. Keep piping free from scale and dirt; protect open ends whenever work is suspended during construction to prevent foreign bodies entering and lodging there; use temporary plugsl or other approved material for protection. M. Bending or mitering of pipe to constitute fittings shall not be permitted. 2.02 DOMESTIC HOT AND COLD WATER PIPING SYSTEM A. AMains, risers, branches, connections of sizes and arrangement as indicated on drawings. B. Shut-off valves shall be provided in main branches, runs to risers and where indicated on drawings. C. Piping below grade shall be dipped and wrapped with "Hunt's Process" No. HP#6-F. All field joints and fittings shall be double wrapped with "Scotch Wrap" No. 50. In lieu of wrapping, "X-Tru-Coat" steel pipe shall be considered an approved equal. D. Joints under concrete slabs, if allowed by local codes, shall be brazed. 2.03 SOIL, WASTE, AND VENT PIPING SYSTEMS (CAST IRON PIPING) A. Mains, risers, branches and connections of sizes and arrangement as indicated on drawings. B. All waste, vent sewer and storm lines shall be cast iron soil pipe and fittings and shall conform to ASTM A-888 or ASTM A-74 and the requirements of CISPI Standard 301 for all pipe and fittings. Pipe and fitting shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute or receive prior approval of the engineer. Refer to section 3.01 for submittal requirements. C. Cast iron soil pipe and fittings below grade shall be service weight no -hub type. 1. Shall be no -hub service weight using no -hub coupling assembly, all stainless steel (#304) coupling. a. One and one half (1 1/2"), two inch (2"), three inch (3" ), four inch (4"), diameter coupling shall consist of a three inch (3") wide corrugated 304 stainless steel shield in conjunction with four (4) stainless steel clamps mounted in series, secured in place by means of a fixed and "floating" eyelet to allow clamp travel during tightening. b. For five inch (5"), six inch (6"), eight inch (6"'), and ten inch (10"), shall consist of a four inch (4.") wide corrugated 304 stainless steel shield in conjunction with six (6) stainless steel clamps mounted in series, secured in place by means of a fixed and "floating" eyelet to allow clamp travel during tightening. c. All HUSKY Series 4000 couplings, or approved equal, shall be installed using a factory preset torque wrench, set to 80 inch - pounds. D. Above grade piping and vent line shall be service weight cast iron with no -hub joints. E. Vent piping may be schedule 40 galvanized steel in lieu of item 2.03, C. F. Cleanouts shall be provided as previously specified and in the following locations: 1. Near bottom of each stack and riser. 2. At every 135 degree change of direction for horizontal line. 3. Every one hundred feet (100') horizontal run. G. Extend cleanouts to accessible surface. Do not place cleanouts in carpeted floors. In such locations, use wall -type cleanouts. H. Each fixture and appliance discharging water into sanitary sewer or building sewer lines shall have a seal trap in connection with a complete venting system so gasses pass freely to atmosphere with no pressure for siphon condition on water seal. I. Vent entire system to atmosphere. Discharge fourteen inches (14") above roof. Join lines together in fewest practical number before projecting above roof (see plans for locations) . Offset vent lines so they will not pierce roof near an edge or valley. J. Use torque wrench to obtain proper tension in cinch bands when using hubless cast iron pipe. Butt ends of pipe against centering flange or coupling. K. Grade all soil and waste lines at one quarter inch (1/4") fall per foot, indirection of flow; unless otherwise noted on plans (see plans for other locations) 2.04 SOIL, WASTE, AND VENT PIPING SYSTEMS (ABS) A. Mains, risers branches and connections of sizes and arrangement as indicated on drawings. B. ABS soil pipe and fittings shall comply with ASTM D2661-85a or ASTM F628-85. 1. Piping shall be black in color and have a pipe wall thickness the same as that of Schedule 40 (IPS) standard steel pipe. 2. Pipe shall be marked on two sides, 180 degrees apart or spirally, in letters not less than 3/16" high in a contrasting color, and shall contain the following information: a. Mfgr's name or trademark b. ASTM designation c. Nominal pipe size d. Symbol ABS-DWV or COEX ABS FOAMED CORE DWV e. Mfgr's code f. IAPMO certification C. Above grade piping and vent line shall also be ABS piping. D. Exposed vents thru roof shall be protected by water base synthetic latex paints. E. Cleanouts shall be provided as previously specified and in the following locations: 1. Near bottom of each stack and riser. 2. At every 135 degree change of direction for horizontal line. 3. Every one hundred feet (100') horizontal run. F. Extend cleanouts to accessible surface. Do not place cleanouts in carpeted floors. In such locations, use wall -type cleanouts. G. Each fixture and appliance discharging water into sanitary sewer or building sewer lines shall have a seal trap in connection with a complete venting system so gasses pass freely to atmosphere with no pressure for siphon condition on water seal. H. Vent entire system to atmosphere. Discharge fourteen inches (14") above roof. Join lines together in fewest practical number before projecting above roof (see plans for locations) . Offset vent lines so they will not pierce roof near an edge or valley. I. Use torque wrench to obtain proper tension in cinch bands when using hubless cast iron pipe. Butt ends of pipe against centering flange or coupling. J. Grade all soil and waste lines at one quarter inch (1/4") fall per foot, indirection of flow; unless otherwise noted on plans (see plans for other locations). 2.05 UNIONS A. Provide unions, screwed or flanged, where indicated and In the following locations: 1. In by-passes around equipment. 2. In connection to traps, heaters, tanks, pumps and other equipment requiring disconnection for repairs or replacement. Locate between shutoff and equipment. 3. Where access panels for unions and valves in walls, partitions and ceilings are required. Coordinate this requirement with the General Contractor. B. For two Inches (2") and smaller pipe, use screwed unions; for two and one half Inches (2 1/2") and larger use flanged. C. For steel pipe, use malleable iron unions, 150 PSI SWP for standard pipe and 250 PSI SWP for extra strong pipe, with bronze - to -iron ground joints by Grinnell Company, or approved equal; or cast iron flanged unions gasket type by Grinnell Company, Fig 487, or approved equal. D. For threaded brass pipe use flanged bronze unions with steel bolts and gasket for 150 PSI SWP, Walworth Company No. 3480, or approved equal; or bronze ground joint unions with octagon ends for 200 PSI SWP, Walworth Company No. 3477, or approved equal. 2.06 CONCEAL PIPING: A. Where indicated or specified, conceal piping in building construction. Install such piping in time so as not to delay work of other trades and to allow ample time for tests and approval; do not cover before test approval is obtained from the Engineer. B. Run up branches passing through floor or roof into partition; offset above floor close to equipment unit; expose only as much as necessary for final connection. C. Where furred spaces are indicated, keep pipes as close to structural members as possible so as to require minimum furring. In case of furred beams, obtain approval, from Architect, of resulting headroom clearance before installing pipes. D. Access panels: Install where shown and over all concealed valves, cleanouts, isolation unions and any concealed equipment which may require access for operation, maintenance and repair. Panel shall be sized for proper service and be not less than twelve Inches by twelve inches (12" x 12"), furnished and installed by this contractor. 2.07 PIPES PIERCING WATERPROOFING: A. For pipes passing through waterproofed floor or roof, provide sleeves and flashing to maintaining watertight condition. Submit details for approval. 2.08 CHECK FOR INTERFERENCES WITH OTHER TRADES A. Before installing piping, check architectural, structural, plumbing, electrical and fire protection drawings. Make accurate layout of all piping, including installed elevations. Submit copies of final layout to other trades for coordination with their work so that grouped pipes, conduit, and ducts will not interfere with each other, or with full swing doors and will leave minimum headroom as indicated. B. Coordination of the mechanical piping Is the responsibility of this section. C. Protect open pipe ends. Keep piping free from scale and dirt. Protect open ends whenever work is suspended during construction to prevent foreign bodies entering and lodging there; use temporary plugs, burlap, or other approved material for protection. 2.10 SUPPORTS, HANGERS, FLASHING, AND SEISMIC RESTRAINT A. Pipe Support 1. All piping shall be supported in such a manner that it is securely attached to the structure of the building. Attachment is to be capable of supporting the tributary weight of pipe and contents in any direction. Maximum spacing of support and braces shall be as detailed on drawings. 2. Support horizontal overhead piping with clevis hangers. Upper end of hanger rod shall be supported from a code approved attachment. See drawings for pipe support details. Submit shop drawings of all piping supports for approval. 3. Piping shall be attached to top chord members only of prefabricated roof or floor trusses. Where plywood web trusses occur, pipe support may be secured to additional web stiffeners as shown on plans. B. Flashing: Pipes through roof shall be flashed with "Semco" No. 1110-7 steel reinforced boot type, six (6) pound seamless lead flashing with suitable counter -flashing sleeve, or as approved by the Architect. Submit shop drawings for approval. C. Seismic Restraint: All piping and equipment shall be suitably restrained and anchored in both horizontal and vertical directions to withstand seismic forces as required by the State of Washington. See drawings for details. 2.11 PIPES OVER ELECTRICAL EQUIPMENT A. Where pipe joints or valves in cold and hot water lines occur within two feet (2'0") in horizontal direction from electrical panels, or equipment, provide a drip pan of size which will afford protection. Submit pan size and construction for approval. B. Pans shall be 18 GA. GI sheet, edges turned up two and one half inches (2 1/2") all sides, reinforced with galvanized angles or by rolling edge over one quarter of an inch (1/4") diameter galvanized wire. C. Provide drain with three quarters of an inch (3/4") galvanized flange and galvanized pipe drain to nearest floor sink. D. Support with galvanized bars or angles, brace to prevent sagging or swaying, as detailed for ductwork. 2.12 ASTM DESIGNATIONS FOR PIPE AND FITTING MATERIALS A. Pipe, as specified in schedule, shall conform to requirements covered by following ASTM designations: 1. Copper Tube "B": B-75. 2. Copper Tube "K" and "L-: B-88. 3. Cast Iron Waste: A-74 or A-888. 4. Schedule 80 PVC 5. ABS Waste: D2661-85a B. Fittings, as specified in schedule for various services, shall conform to requirements covered by the following ASTM designations: 1. Malleable Iron: A-197. 2. Bronze, Solder Joint: B-88. 3. Wrought Copper, Solder Joint: ANSI B16.22, B16.18. 4. ABS: D2661-85a & D3311-82 2.13 MANUFACTURERS OF PIPE AND FITTINGS A. All pipe and fittings shall be "U.S." manufactured. Pipe manufacturer shall be submitted for approval. The following manufacturers shall be acceptable for materials listed under each group: 1. Copper Tubing and Fittings a. Muller Brass b. Chase c. Revere d. Cerro 2. Cast Iron Pipe a. Alhambra b. Anaheim Foundry c. U.S. Pipe and Foundry d. Universal Cast Iron Manufacturing 2.14 PIPE JOINTS A. Unless otherwise specified, join pipe as follows: 1. All steel pipe two inches (2") and smaller shall have screwed joints. 2. All steel pipe two and one half inches (2 1/2") and larger shall have welded joints. 3. All copper pipe shall have soldered joints made with 95-5 tin/antimony solder. 4. Galvanized vent pipe shall be screwed "Durham" tarred drainage fittings. 5. All joints In underground and under -floor distribution piping shall be welded, regardless of size. 6. All ABS piping shall have solvent welded joints. B. Welding Exceptions: In locations such as risers in shafts or mains in crowded corridors, where welding may be difficult; permission may be given by job inspector or Mechanical Engineer to use screwed joints up to four inch (4") size. C. Welding Process, Procedure: 1. Where welding is required by work of this section, such work shall only be performed by welders qualified and certified by a recognized, approved agency. Such certification shall bear a date not more than six (6) months prior to date of starting work under this section and shall be submitted and approved by the job inspector and Mechanical Engineer prior to starting work. 2. Pipe welding shall comply with the latest revision of applicable code, ASA Code for Pressure Piping and State requirements. Before welding Is performed, contractor shall submit to the Mechanical Engineer evidence of compliance of welding and operator's qualification according to provisions of governing codes. Standard Procedure Specifications and operators qualified by National Certified Pipe Welding Bureau shall be considered as conforming to requirements of these specifications. 3. Use only welding type fittings and welding neck flanges. The following exceptions may be used, only as approved by the Mechanical Engineer: a. Join "small" branches into mains with intersection weld, instead of using welding type tee. "Small" shall mean that the branch is one size less than half the size of the main which it intersects as: 1 1/4" branch into 3" main; 1 1/2" branch Into 4" main; 2" branch into 6" main; 4" branch into 10" main. b. Use only "Weldolet" of "Threadolet" type of welding fittings for intersection welding of branches to mains. 4. Do not make direct welded connections to valves, expansion joints, strainers, apparatus, other equipment; which are intended to be removable. 5. Brass piping shall have screwed joints for sizes two inches (2"); flanged for two and one half inches (21/2") and larger. D. Brazing Option: Brazing of threadless brass pipe to bronze fittings with pre -inserted rings, will be acceptable in place of screwed joints. 1. For brazing joints on threadless brass pipe and copper "B" tube, copper tube type "K" and "L," use brazing alloy„ 80% copper, 15% silver, 5% phosphorous, which will flow freely at 1300 F; Handy and Harmon "Sil-Fos," or approved equal; use flux and brazing method recommended by manufacturer of brazing alloy. 2. Copper tube type "K" and "L" shall have soldered or sweated joints with solder -joint type or copper fittings. Flared joints with flare type bronze fittings may be used where approved for specific service. Solder shall be 95-5 or equal. 3. Do not make brazed or soldered connections to valves, expansion joints, strainers, apparatus, other units, which are intended to be removable. E. Screwed Joints: 1. For screwed joints use red or white lead and oil, or approved pipe -joint compound; apply only on male threads. 2. Brass pipe shall have screwed joints, for sizes two inches (2") and under; flanged two and one half (2 1/2") and over. 3. Cut pipe, nipples evenly, cut threads clean, remove burrs, ream ends to full inside bore. Cut brass pipe with hack saw rather than with pipe cutter. 4. Do not use Stulson Wrench for making brass pipe joints tight; such pipe, bearing wrench marks, will not be acceptable and shall be replaced at Contractor's own expense. F. Joints of Dissimilar Metals: Provide with "EPCO" dielectric valves isolation couplings of same size as pipe. G. Pipe Preparation: 1. Pipe shall be carefully cleaned before installation. The ends of threaded pipe shall be reamed out full-size with a long taper reamer so as to be partially bell -mouthed and perfectly smooth. 2. All threads on black steel pipe shall be cut with new clean dies, full thickness of the die and so that no more than two (2) threads are left exposed on the pipe when the joint is made up in the fitting or valve. 3. Copper, brass pipe and chromed, polished or painted. connections from fixtures shall show no tool marks. Install with approved wrenches. 4. Thread lubricant shall be used for all threaded joint make-up and shall be applied to the make thread only. Lubrication shall include threaded cleanout plugs. 2.15 PIPE FLANGES A. Flanges of same weight as fittings in same service category; drilled for 150 PSI service. B. Screwed flanges shall be cast iron. C. Welded flanges shall be steel welding neck type. 2.16 GASKETS A. Gaskets for pipe flanges shall be ring type, one sixteenth inch (1/16") thick, of compressed fiber and special compound, suitable for service intended. B. Factory cut for 125 lb. flange size, "Durable Mfg. Co.," Durable Series. C. Garlock 122. "Garlock Packing Co.," for hot and cold water. D. Rubber gaskets for cast iron pipe shall meet the requirements of ASTM A 74-80. 2.17 PIPE SLEEVES, ESCUTCHEONS, COVERS A. Furnish and set sleeves to accommodate pipes passing through foundations, walls, floors, partitions, roof; provide escutcheons at exposed finished surfaces pierced by pipes. B. Any pipe passing through a wall of a vertical shaft or through a wall of an occupancy separating or floor shall pass through a 16 GA G.I. sleeve. After pipe has been installed through sleeve, remaining space shall be packed tightly with an inert packing and secured on each side of wall with a 16 GA escutcheon around pipe. Submit shop drawings for approval. 2.18 VALVE TYPES A. General: For valve location and installation, refer to "Valves" under "Piping Installation" herein and the drawings. B. Valve Requirements: Unless otherwise indicated or specified for particular system or individual equipment, following requirements shall apply-- 1 . Valves, General: Designed for packing under pressure with valve open or closed. 2. Valves used for throttling of controlling flow: Globe type as indicated; for shut off use butterfly or ball type as indicated. 3. Ball valves on all cold water and hot water piping unless otherwise noted. 4. Valves shall have rating of not less than 125 PSI SWP or as indicated in service schedule. 5. Valve Material: Bronze for sizes two inches (2") and smaller. 6. Valve ends: Screwed for all sizes two inches (2") and smaller, except copper tube. 7. Valve ends for copper tubes, Type K and L: Solder joint type. 8. Flange valves shall have flange drilling to suit joining pipe flanges. 9. Gate valves shall have solid tapered wedge, except where otherwise specified. t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION �Z711 , ED �PM F n 0 .l L �� iin inrvo c+ °site 106 dmonds_VdA §5020 hone:425.458.?700 B 0.3770 Wpr�rai: �c� d@d d=signwesteng.com nECIGN wECT ENGINEERING HA MECNICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING SPECIFICATIONS ISSUANCE PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO P=5ml 22011 Designer Author 2Ea K 22-101 O N ry c a� U a W N 0 N 2 73 U) M N f6 U m c 0 E w _o N N_ N O N a� U) co N (0 0- 0 E w 0 N N O M Q � N 1-1 m M ;~ rn tiZ N N 00 N N Q W v 10. Globe type valves shall have renewable composition discs recommended by manufacturer for intended service, or renewable bevel seat and metal disc where so specified. 11. Check valves shall be horizontal swing type with bronze seat and composition or bronze disc as approved; body of same material, pressure rating, screwed or flanged, finish as adjoining globe or gate valve. Check valves in pump discharge lines shall be of the spring loaded non -slam type as manufactured by "Mission" Duo Check Series 150-S-M-F. A. Submit complete shop drawings and catalog cuts of all valve types to be used, for review and approval by Mechanical Engineer, prior to installation. No Exceptions. 2.19 VALVE CATALOG NUMBER DESIGNATIONS A. Valve design, material of components, workmanship, other features: Equal to "Stockham Valve Company" catalog numbers (unless otherwise noted) for various types of valves listed. B. Gate Valves 1. Screwed, bronze, union bonnet, rising stem, 150 PSI SWP; NO. B-120. 2. Screwed, ibbm, non -rising stem, 125 PSI SWP; NO. G608. 3. Flanged, ibbm, non -rising stem, 125 PSI SWP; NO. G461. 4. Flanged, ibbm, OS & Y, 125 PSI SWP; NO. G-623. C. Ball Valves 1. Screwed two inches (2") and smaller, cast bronze body, 40 PSI WOG, "Apollo 3" Series 82. 2. Valves shall include reinforced Teflon packing ring, thrust seal, body seals and seats. 3. Balls shall be chromium plated bronze; with full size ports. 4. Quarter turn on -off, adjustable packing gland and internally inserted stem. 5. 21/2" and larger: "Powell" 150 PSI; flanged ball valve Fig. 4226T with 316 stainless steel (SS) body and 316 55 ball and stem with Teflon seat. D. Globe and Angle Valves 1. Screwed, bronze, composition, 150 PSI SWP; B-22 globe, No. 17 angle. 2. Screwed, bronze, bevel seat and metal disci 20OP51 SWP; B-37 globe, No. 701 angle. E. Check Valve, Horizontal Swing Type (not for pump discharge) 1. Screwed, bronze body, bronze disc, 125 PSI SWP; B-319. 2. Flanged, cast iron, bronze disc, 125 PSI SWP; G-931. F. Cocks 1. One inch (1") and larger, 175 lb. brass, square head, "Powell" Fig. 2201 lubricated type. 2.20 MANUFACTURER OF VALVES A. Valves: "Stockham," "Crane," "Nibco" or "Apollo." B. All valves shall be the product of manufacturer. C. All valves shall bear name or trademark of manufacturer, working pressure, and direction of flow cast or stamped on valve body. 2.21 PIPE ISOLATION A. Hangers shall be separated from pipe by means of steel encased hair felt padded isolation. B. Isolator shall be as manufactured by "Lemco-Trisolators" or "Potter Roemer RP Isolators." Submit shop drawings for approval. 2.22 PIPING IDENTIFICATION A. Each individual pipe line concealed or exposed shall be labeled for quick and easy identification as to direction of flow and content of materials carried in the pipes by method of stenciling. B. Labels shall be installed at each valve, special fittings and at all branch take -offs and twenty feet (20'-0") apart on long runs. C. Samples of all stenciling for flow and content shall be submitted for approval prior to installation. LETTERS Domestic Hot Water Supply HW Domestic Cold Water Supply CW Soil S Waste W Vent V Gravity Condensate COND D. Prior to stenciling, all fuel gas piping shall be provided with one coat of primer paint and one coat of yellow paint. Primer and paint types as selected by the Architect. 2.23 PLUMBING FIXTURES A. All plumbing fixtures shall be as specified on the drawings with connection sizes as indicated on the fixture schedule and/or in the specifications and must be furnished and installed in accordance with manufacturer's specifications by this contractor. B. Plumbing Fixtures: Accessible plumbing fixtures shall comply with all of the requirements of IBC Section 1101. Heights and location of all fixtures shall be according to IBC 1101. Fixture controls shall comply with IBC Section 1101. C. Accessible sinks and lavatories shall have Truebro "Lavguard" or "Layshield insulation system for water and waste piping under the sink. Foam wrap and tape will not be acceptable. D. Interior exposed pipe, valves, and fixture trim shall be chrome plated. E. The complete installation of each fixture shall include trap and accessories with accessible stop or control valve in each hot and cold water branch supply line. Fixture floor connections shall be made with approved brand of cast Iron floor flange, soldered or caulked securely to waste pipe. Make joint between fixture and floor flange tight with approved fixture setting compound or gaskets. F. Polish chrome finish at completion of project. G. Install fixtures and fittings as per local codes and manufacturer's instructions. H. Do not use flexible water piping. I. Caulking: Fixtures shall be bedded and caulked along joint at walls, counter tops and other intersecting surfaces with "Polysenseal" distributed by "Gladding-McBean" or approved equal. J. Backing for all fixtures indicated on wall shall be one quarter inch by six inches (1/4" x 6") steel) plate; recessed flush with stud face and extending to next stud beyond fixture on each side. Secure plate top and bottom at each stud and weld three eighths inch (3/8") steel stud bolts to each stud. See fixture schedule for type of support required. For wood stud installation, secure backing plate to each stud with three eighths inch by two inch (3/8" x 2") long lag bolts. Minimum two (2) per stud. 2.25 WATER HAMMER ARRESTORS A. Piston operated, type K copper barrel, with brass threaded adaptor 1. The piston shall provide a permanent mechanical barrier between fluid and pre -load air change. 2. The piston shall be equipped with two (2) 0-rings, "Parker Specifications" N741-75, temperature rated 40 OF to 450 OF. Seal lubricant shall be "Dow Corning" Silicone Compound #111 FDA listed as safe for use in potable water systems. B. Shall be designed to operate under domestic and commercial line pressures and equal to the pipe diameter at the point of installation. C. The installation shall be made in the vertical or horizontal positions from the source of lock. Shall be installed in the following locations: 1. All quick closing valves. 2. All valves that close with the flow of fluid. D. Normal arrestor operating pressure shall be 35 to 250 Psig; with a maximum surge or spike pressure not to exceed 1500 Psig. E. Arrestor shall be fully guaranteed in writing by manufacturer for the entire life of the system. F. Shall be as manufactured by "Precision Plumbing Products, Inc.," SC Series. Submit shop drawings for approval by the Mechanical Engineer. 2.26 CLEANOUTS A. Floor: "J.R.Smith" 4023 or 4043 or "Zurn" 1400-2 or 1440-3 or "Josam" 55000-1-CFC-22-Z or "Josam" 55000-1-SQ-22-Z; with polished nickel bronze non-skid adjustable round or square top. Use carpet clamping type top with carpet marker in carpeted areas. B. Dry Wall: "J.R.Smith" 4670 or approved equal by "Zurn" or "Josam;" prime coated steel, face or wall type. C. All other walls: "J.R.Smith" 4470 or approved equal by"Josam" 58540 or "Zurn" 1470 series with chrome plated cover and screws. Provide "J.R. Smith" 4710 or approved equal where wall thickness is inadequate to conceal cleanout. D. Submit shop drawings and/or catalog cuts for each type for Mechanical Engineer's approval, prior to installation. 2.27 THERMOMETERS A. Mercury -filled lens tube type with separable socket. Adjustable, six inch (6") scale shall be 40 deg. F to 240 deg. F range for hot water system with 2 deg. F increments. B. Case, polished, nickel plated or enameled, straight style or angle style case, as required for ease in reading. C. Installed where shown, and adjacent to each liquid immersion thermostat. Locate accessible and for ease in reading, position thermometers located more than 6 feet (6) above floor. D. Thermometers shall be manufactured by "Palmer" 6016, 6017, 1021; or approved equal in "Taylor," or "Scientific." E. Submit shop drawings and/or catalog cuts for each type for Mechanical Engineer's approval, prior to installation. 2.28 PIPE INSULATION A. General 1. Furnish and install thermal insulation on clean dry surfaces; after testing, inspection, and approval in strict accordance with these specifications, contract documents and manufacturer' 5 recommendations. 2. All insulation and accessory material shall meet the requirements of flame spread not to exceed 25 and smoke developed not to exceed 50, as tested by "Procedure ANSI/ASTM-E-84, NFPA 225 or UL 723. 3. Insulation shall be as manufacture by "Manville" or as approved by the Mechanical Engineer, prior to installation. 4. Installation: By skilled appliers directly in the employ of firms with a minimum of five (5) years successful installation experience, specializing in this type of work. 5. Pipe Hangers shall be installed outside the insulation. This contractor shall insert a section of cellular glass insulation at the support of a length not less than twice pipe diameter. B. Medium Temperature Pipe Insulation 1. All piping with hot surfaces shall be insulated. These shall include, but not be limited to the following: a. Domestic hot water supply piping. b. Domestic hot water return piping. 2. Insulation shall be one inch (1") thick for piping 1 1/2" and smaller, and one and one half (1 I/2").thick for piping 2" and larger; with a K factor of 0.23 at 75 -F, high density, white draft bonded to aluminum foil reinforced with fiberglass yarn, "Manville" Micro-Lok with AP jacket or approved equal in C.S.G., or P.P.G. 3. Insulation shall be applied over clean, dry pipe after piping has been tested. Insulation shall be butted together and longitudinal joint closed with white vapor barrier adhesive. Butt strips shall be applied over the circumferential joint and secured with three inch (Y) wide self-sealing butt joint strips. 4. Insulate all fittings, flanges, valves and appurtenances with pre -molded one-piece PVC molded fitting covers with factory matched precut insulation insert, "Manville Zeston" or approved equal. C. Weatherproofing 1. General: Where insulated piping is exposed outdoors, it shall be covered. This includes all cold water piping exposed to outdoors. 2. Cover outdoor exposed insulated piping with 0.016 inch thick corrugated aluminum jacket. 3. Aluminum jacket shall be secured with aluminum draw bands eighteen inches (18") on center, with longitudinal seam overlapped and positioned to shed water. At circumferential joint, place sealant around one end and overlap adjacent piece two inches (2") and secure with one half inch (1/2") aluminum hand. 4. Elbows, all valves, flanges, fittings, etc., shall be covered with "GASCO" or equal covers with circumferential joints described above. 2.29 EQUIPMENT IDENTIFICATION A. Valves 1. Numbered brass disc attached to each valve for identification. 2. Valve tag shall be stamped to identify type of service and sequence number (i.e.: HW-1). Submit sample valve tag for approval prior to installation. 3. Valve directory to be provided with operations and maintenance submittals. PART 3 - EXECUTION 3.01 SUBMITTALS AND TESTS A. Requirements and Submittals 1. Conformation to requirements of Uniform Plumbing Code 2018 Edition, local and/or State codes and/or Ordinances, including the Uniform City and County Building Codes, State County and City Health Department Ordinances, State of Washington Industrial Accident Commission Safety Orders. 2. Apply and pay for all permits, fees, inspections, examinations and tests required by any legally constituted authorities. 3. Contractor shall clearly note on submittals any changes or deviations from that which is specified so that the engineer may readily identify any proposed substitutions. 4. Submission of Electronic PDF containing certified manufacturer's drawings and cuts of all equipment and specialties within thirty (30) days after Contract is signed. Partial or incomplete submittals will be rejected and will be returned to Contractor for re -submittal. a. Submittals shall be in a single Electronic PDF and shall contain a complete list, in index form, of the manufacturer's names, cuts of equipment, performance data, catalog numbers and trade names; as required; to properly identify the materials and equipment to be furnished under these specifications. b. Data submitted for each item shall be properly identified by reference to item number of paragraphs in the specifications and mechanical drawings' equipment schedule designation. c. Any deviation from item as specified shall be clearly indicated on the submittal and noted as such. d. These specifications and accompanying drawings specify and illustrate equipment and materials deemed most suitable for the service anticipated. This is not to preclude other products equally as good and efficient. The contractor shall prepare his bid on the basis of the particular equipment and materials specified for the purpose of determining the low bid. e. The awardingof the contract shall constitute a contractual obligation to furnish the specified equipment and 9 p materials. f. After the execution of the contract, should the contractor desire to substitute equipment other than that specified in the contract documents, such substitution will be considered for one reason only: The equipment proposed for substitution is superior in construction and efficiency to that specified herein. g. In the event the contractor obtains the Engineer's approval of equipment other than that herein described; he shall, at his own expense, make any changes in the structures, buildings, or piping necessary to accommodate the equipment and shall furnish record drawings to the Engineer. h. It will be assumed that the cost to the contractor of the ro equipment osed to be substituted is less than that of the proposed equipment specified in the contract documents; and, if the substitution is approved, the contract price shall be reduced by an amount equal to the savings. B. Domestic Water Systems Testing 1. Test each section of the piping system and subject it to a test pressure of 150 psig of water for a duration of 4 hours. a. All tests shall be performed in the presence of the administrative authority for the project. 2. Potable water systems shall be disinfected and flushed prior to use by water -chlorination solution and have bacteriological examination made by an approved agency per 2018 upc sec. 609.9 and as prescribed in awwa c651. methods of cleaning/ disinfecting for new or repair piping as described in c651 or nfpa 24. C. Soil and Waste Systems Testing 1. Test each section of the piping system and subject it to a test pressure of 4 psig of compressed air (or 10 ft/hd) for a duration of 15 minutes. a. All tests shall be performed in the presence of the administrative authority for the project. 3.02 EQUIPMENT A. Regulation, Operation and Instruction 1. Lubricate all bearings in accordance with manufacturer's recommendations and instructions. 2. Check operation of all pumps, fixtures, motors, etc. 3. Furnish any additional operation, labor, and material that may be required during guarantee period. 4. The contractor shall, during the guarantee period, and as directed by the owner, make any additional tests, adjustments, etc., that may be required and correct any deficiencies arising from the operation of the system. 3.03 OPERATING AND MAINTENANCE DATA A. Data: Submit to the Architect for approval, prior to acceptance of the installation, complete and at one time. Partial or separate data will not be accepted. Data shall consist of the following- 1. Manufacturer's Literature: Electronic PDF of manufacturer's instructions for operation and maintenance of all equipment, valves, and controls; including replacement parts lists. 2. Written Instruction: Typewritten instruction for operation and maintenance of the system composed of Operation Instructions and Maintenance Instruction. Electronic PDF submitted to the Architect for approval. 3. Operating instructions shall contain a brief description of the system. Adjustments requiring the technical knowledge of the service agency personnel shall not be included in the operating instructions. 4. Maintenance instructions shall list each item (i.e. plumbing fixtures and equipment) requiring inspection, lubrication, or service and describe the performance of such maintenance. 5. Verbal Instructions: Operating personnel shall be instructed in the operation of the systems in accordance with typewritten instructions. No other verbal instructions shall be given. 6. Binders: Four (4) complete sets of the above data in loose leaf, ring type binders with permanent covers, with identification on inside cover. 3.04 SPECIAL REQUIREMENTS A. The manufacturer and/or supplier of all equipment shall certify in writing to the owner that this equipment complies with these specifications. B. All new equipment shall be anchored as required and/or as detailed on drawings. C. Written Certifications, in a form approved by the Mechanical Engineer, shall be provided by the equipment manufacturer or his authorized representative: 1. That the equipment and its installation was inspected on the job by the manufacturer and that the equipment is in first- class condition throughout, was installed in accordance with manufacturer's requirements and recommendations, and that the installation is approved by the manufacturer. 2. That the equipment is operating in a safe and satisfactory manner and is delivering capacities and performance hereinbefore specified and/or indicated on the drawings. 3. The following shall be certified as described above: All plumbing fixtures and domestic hot water heaters. D. Damage by Leaks: The contractor shall be responsible for all damage to equipment and premises caused by leaks or breaks in piping or equipment for a period of one (1) year after date of final acceptance. E. Unless otherwise directed, and/or specified, and/or indicated; all materials and equipment shall be installed in accordance with the manufacturer's recommendations and instructions. F. Plumbing equipment shall bear the manufacturer's label or nameplate showing performance characteristics. Identifying size or model number shall be given only when not practicable or customary to show otherwise. All valves, pipe, fixtures and fittings shall bear the manufacturer's trademark or identifying markings. G. All materials of similar class or service shall be of one manufacturer. i. Plumbing piping layouts as shown on the drawings are subject to modifications, by contractor, without extra cost as required to clear other items of construction. This contractor shall coordinate the work of this section with that of other sections as to avoid interferences by other crafts involved. H. Contractor shall visit site prior to bidding and fully acquaint himself with all conditions affecting installation of the proposed system. Failure to do so shall not relieve contractor of responsibility of providing complete, operational, and acceptable system. 3.05 COMPLETION A. When the installation is complete and adjustments specified herein are made, the system shall be operated for a period of one week, during which time it shall be demonstrated to the Mechanical Engineer as being completed and operating in conformance with these specifications. B. Record as -built drawings showing locations and size of all plumbing piping, fixtures, and equipment as installed shall be kept up-to-date and available for inspection at all times during construction. These shall be signed by the General Contractor and Plumbing Contractor to certify their accuracy and shall be submitted to the owner prior to final acceptance of the work. END OF SECTION t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION ��. E D �� i in inrvo c+, °site 106 Edmonds VdA§5020 Phone:425.458.?700 B 0.3770 rrial: �a�d@desi nwesten .com nECIGN wECT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 PLUMBING SPECFICATIONS (CONY) ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO P=5m2 22-101 2E K c c a c a a LL L 2E K R GENERAL NOTES ABBREVIATIONS POWER LEGEND AND SYMBOLS POWER LEGEND AND SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION A AMPERE MV MEDIUM VOLTAGE I 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE EDITION AF AMPERE FRAME RATING NC NORMALLY CLOSED AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. ( I MOLDED CASE CIRCUIT BREAKER DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO AFF ABOVE FINISHED FLOOR NEC NATIONAL ELECTRICAL CODE BOTTOM OF DEVICE U.O.N. 2. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS IN COMPLIANCE TO UL AIC AMPERE INTERRUPTING CAPACITY NEMA NATIONAL ELECTRICAL SWITCH AND FUSE ASSEMBLY REQUIREMENTS TO ACCOMMODATE CONDUCTORS SHOWN. � DOUBLE DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) MOUNTED +15" AFG ABOVE FINISHED GRADE MANUFACTURER'S ASSOCIATION A.F.F. TO BOTTOM OF DEVICE U.O.N. 3. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL AT AMPERE TRIP RATING NEW (N) NEW, TO BE FURNISHED AND UTILITY COMPANY PULL SECTION LUGS APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE NOTED. � DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) MOUNTED + AWG AMERICAN WIRE GAUGE INSTALLED BY CONTRACTOR 15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 4. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF MECHANICAL, PLUMBING AND OTHER EQUIPMENT BKBD BACKBOARD NF NON -FUSED 1 GROUNDING CONNECTION TO MAIN BUILDING GROUND SYSTEM U.O.N. REQUIRING ELECTRICAL CONNECTION PRIOR TO ANY WORK. =0 DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) WITH MOUNTING HEIGHT BLDG BUILDING NIC NOT IN CONTRACT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL. 5. CONTRACTOR SHALL EXTEND WIRING FROM ALL JUNCTION BOXES, SWITCHES, ETC. AND MAKE FINAL BKR BREAKER N/L NIGHT LIGHT � GROUNDING CONNECTION AT SWITCHGEAR/DISTRIBUTION BOARD WITH NEUTRAL BONDING. DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS, GFCI TYPE) WITH CONNECTION AS REQUIRED TO ALL BUILDING EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. C CONDUIT NO NUMBER, NORMALLY OPEN = =0 MOUNTING HEIGHT HORIZONTALLY ABOVE COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL. 6. LOCATION OF LOCAL WALL SWITCHES ARE SUBJECT TO MODIFICATIONS. AT OR NEAR DOORS, INSTALL SWITCHES CB CIRCUIT BREAKER NTS NOT TO SCALE M IN LINE UTILITY COMPANY METER DUPLEX RECEPTACLE OUTLET, HALF CONTROLLED, CONVENIENCE, WITH PERMANENT ON SIDE OPPOSITE TO DOOR HINGE. VERIFY FINAL HINGE LOCATION IN FIELD PRIOR TO ANY WORK. CKT CIRCUIT OC ON CENTER MARKING. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 7. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. CFSD COMBINATION FIRE SMOKE DAMPER OD OUTSIDE DIAMETER �_ UTILITY METER WITH CURRENT TRANSFORMERS (CT'S) METER DOUBLE DUPLEX RECEPTACLE OUTLET, HALF -CONTROLLED, CONVENIENCE, WITH PERMANENT FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OR OTHER TRADES RELATING TO WORK TO CO CONDUIT ONLY P POLE MARKING. (20 AMPS, 125 VOLTS) MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. VERIFY SPACE IN WHICH WORK WILL BE INSTALLED. MAINTAIN HEADROOM AND MINIMUM CODE REQUIRED SS SOLID STATE DEVICE CONNECTED TO THE POWER DISTRIBUTION SYSTEM WORKING CLEARANCES AT ALL TIMES. CONIC CONCRETE PB PULL BOX WP WEATHERPROOF DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) CT CURRENT TRANSFORMER PF POWER FACTOR GROUND FAULT PROTECTION DEVICE CONNECTED TO THE POWER DISTRIBUTION SYSTEM MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 8. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL WALL OUTLET BOXES FOR SWITCHES, BELL/STROBES, FIRE ALARM PULL STATIONS. RECEPTACLES ETC. WITH CABINETS, FURNITURE, EQUIPMENT ETC., TO AVOID CONFLICT. CU COPPER PNL PANEL vv�i � OR [ ] TRANSFORMER WITH SECONDARY GROUND � 250 VOLT RECEPTACLE OUTLET, NEMA 6-20R MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE CENTERLINE POC POINT OF CONNECTION U.O.N. 9. WHERE ELECTRIC MOTORS OR HEATERS ARE INSTALLED IN HUNG CEILINGS, PROVIDE DISCONNECT SWITCH IN DISC DISCONNECT PP POWER POLE 1 DG�- ON -SITE GENERATOR SET DUPLEX RECEPTACLE OUTLET, SINGLE SPLIT -CIRCUIT SWITCHED. (20 AMPS, 125 VOLTS) HUNG CEILING WITHIN REACH FROM ACCESS POINT. DSBN DISTRIBUTION SECTION PWR POWER MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 10. FURNISH APPROVED EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. DIN DOWN DOWN POLYVINYL CHLORIDE 200 D CONDUIT WIRING DESCRIPTION PER FEEDER SCHEDULE ON OTHER PLAN � SURFACE MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 VOLTS) QUAD QUADRUPLEX MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. 11. FURNISH PULL STRING IN EACH RACEWAY RUN OVER 10' IN LENGTH, IN WHICH PERMANENT WIRING IS NOT DWG DRAWING QTY QUANTITY PB CONCRETE ELECTRICAL WITH LID APPROPRIATE FOR INSTALLATION LOCATION. LID INSTALLED. EA EACH T SHALL BE LABELED ACCORDING TO USE. ACCORDING RECESSED CEILING MOUNTED DUPLEX RECEPTACLE OUTLET, CONVENIENCE. (20 AMPS, 125 EC ELECTRICAL CONTRACTOR VOLTS) 12. NOT MORE THAN THREE LIGHTING OR CONVENIENCE OUTLET CIRCUITS ARE PERMITTED IN ONE CONDUIT, EM EMERGENCY REQD REQUIRED SMOKE FIRE DAMPER ABOVE CEILING, CONCEALED, JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE PROVIDE SEPARATE CONDUIT FOR EACH HOMERUN INDICATED ON THE DRAWING, UNLESS INDICATED REQMT REQUIREMENT DUCT MOUNTED SMOKE DETECTOR. NEC TABLE 370-b(a), 4" SQUARE DEEP, WITH PLASTER RING (NEC) OTHERWISE. EXIST, (E) EXISTING EXO EXTERNAL OPERABLE DISCONNECT RGS RIGID GALVANIZED STEEL n RECESSED WALL MOUNTED, JUNCTION BOX, WITH COVER, PER NATIONAL ELECTRICAL CODE 13. PROVIDE PULL BOXES WHEREVER NECESSARY TO FACILITATE PULLING OF CONDUCTORS. COORDINATE RM ROOM Y (NEC) TABLE 370-b(a), 4" SQUARE DEEP, WITH PLASTER RING LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID CONFLICT. PULL BOXES SHALL BE ACCESSIBLE. THE SIZE F FUSE OF PULL BOX SHALL COMPLY WITH N.E.C. REQUIREMENTS. FA FIRE ALARM SHT SHEET LIGHTING LEGEND AND SYMBOLS 14. OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILING SHALL BE ACCESSIBLE THROUGH OPENING CREATED FACP FIRE ALARM CONTROL PANEL SIN SOLID NEUTRAL BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (RECESSED MOUNTED) BY REMOVAL OF FIXTURES. FF FINISHED FLOOR SPEC SPECIFICATIONS OR 0 BRANCH PANELBOARD, WALL MOUNTED, SEE PLANS AND SCHEDULE. (SURFACE MOUNTED) SYMBOL DESCRIPTION 15. SEE MECHANICAL AND PLUMBING DRAWINGS AND SPECIFICATION FOR ADDITIONAL CONNECTION FG FINISHED GRADE SPDT SINGLE POLE, DOUBLE THROW REQUIREMENTS TO CONTROL PANELS, CONTROL TRANSFORMERS, POWER FOR CONTROL SYSTEM EP AND PE FLA FULL LOAD CURRENT SPST SINGLE POLE, SINGLE THROW [71 MAIN SWITCHBOARD, POWER OR LIGHT, FLOOR STANDING ENCLOSURE, (SEE SINGLE LINE SWITCHES, TIME CLOCKS, VALVES, STATS, RELAYS, DUCT SMOKE DETECTOR LOCATIONS, ETC. INDICATED ON SW SWITCH DIAGRAM AND LOAD SUMMARY) CONTROL WIRING DIAGRAMS. ELECTRICAL CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING REQUIREMENTS FLUOR FLUORESCENT FIN 2'X4'RECESSED LUMINAIRE. FN INDICATES LUMINAIRE TYPE - REFER TO LUMINAIRE SCHEDULE, WITH MECHANICAL AND PLUMBING CONTRACTORS PRIOR TO ANY WORK AND PROVIDE ALL NECESSARY DEVICES GEN GENERATOR SWBD SWITCHBOARD F'� ab TYPICAL. SUBSCRIPT tab REFERS TO CIRCUIT AND SWITCH LEG'a' AND'b'. SUBSCRIPT N/L REFERS El DISCONNECT SWITCH H.P. RATED 600 VOLTS. "F" INDICATES FUSE TYPE. FUSES PER AND CONNECTIONS AS REQUIRED. TC TIME CLOCK N/L TO UNSWITCHED LEG. APPROVED MANUFACTURERS SHOP DRAWINGS. GFCI GROUND FAULT CIRCUIT INTERRUPTER 16. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT INCLUDING THOSE THAT ARE EXPOSED TO OUTSIDE GFP GROUND FAULT PROTECTION TEL TELEPHONE FNE 2'X4' RECESSED FLUORESCENT LUMINAIRE WITH 90MIN. EMERGENCY BATTERY BACKUP N'#2 MAGNETIC MOTOR STARTER H.P. RATED (NUMBERS INDICATE NEMA SIZE) ENVIRONMENT (UP TO 16') SHALL BE WEATHERPROOF TYPE, NEMA 3R. GND GROUND TERM TERMINAL TP TEMPORARY POLE l e SURFACE MOUNTED DOUBLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) +96" OR +7'-6" AFF MOUNTING HEIGHT FROM FINISHED FLOOR TO CENTERLINE OF OUTLET OR EQUIPMENT. FOR 17. NO CONDUIT RUNS SHALL BE ALLOWED IN CONCRETE SLABS. ALL CONDUITS WILL BE PLACED ABOVE HOA HAND -OFF -AUTOMATIC LIGHT FIXTURES, IT IS TO BOTTOM OF FIXTURE. ACCESSIBLE CEILING SPACES UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND. HP HORSE POWER TYP TYPICAL 1 1 SURFACE MOUNTED SINGLE FACE EXIT SIGN (UNIVERSAL ARROWS INDICATED AS NEEDED) - DETAIL No. 18. LIGHTING, POWER, TELEPHONE AND COMMUNICATIONS OUTLETS SHALL NOT BE PLACED BACK-TO-BACK. HV HIGH VOLTAGE UGPS UNDERGROUND PULL SECTION � SWITCH, SINGLE POLE 20A. MOUNTED 48" A.F.F. TO TOP OF DEVICE. SUBSCRIPTS INDICATE THE SHEET No. DETAIL REFERENCE OF INTERMEDIATE DISTRIBUTION FRAME UL UNDERWRITERS LABORATORY FOLLOWING: 19. WHERE MORE THAN ONE LIGHT SWITCH OCCURS AT SAME LOCATION, SWITCHES SHALL BE MOUNTED IN A IG ISOLATED/INSULATED GROUND UPS UNINTERRUPTIBLE POWER SUPPLY EQUIPMENT MULTIPLE GANG BOX UNDER A SINGLE COVER PLATE. PLATES WITH MORE THAN 3 LIGHT SWITCHES SHALL BE () UON UNLESS OTHERWISE NOTED M -MOTOR RATED K -KEY OPERATED � EQUIPMENT REFERENCE LABELED TO INDICATE THE LIGHT FIXTURES CONTROLLED. INCAND INCANDESCENT 3 - THREE WAY D - DIMMER SWITCH ISC SHORT CIRCUIT CURRENT AVAILABLE V VOLT, VOLTAGE 4 - FOUR WAY T - TIMED SWITCH ID No. --, 20. DISCONNECT SWITCHES SHALL BE MOUNTED ON INDIVIDUAL SUPPORTS, OR OTHERWISE DIRECTLY ON EQUIPMENT, PROVIDED NO MODIFICATION TO EQUIPMENT IS NECESSARY. IN RIMS SYMMETRICAL AMPERES VA VOLT-AMPERE a, b, c, ETC. - DESIGNATES SWITCH -LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH # - J-BOX JUNCTION BOX VFC VARIABLE FREQUENCY CONTROLLER Q LOCATION. SHEET N ELEVATION REFERENCE 21. ALL ELECTRICAL POWER LIGHTING, TELEPHONE OR SIGNAL WIRING IN FIRE RATED WALL IS TO BE INSTALLED IN A VFD VARIABLE FREQUENCY DRIVE METALLIC CONDUIT SYSTEM. KCMIL THOUSAND CIRCULAR MILS OCCUPANCY SENSOR, DUAL -TECHNOLOGY, SURFACE CEILING MOUNTED. WATT STOPPER MODEL DETAIL No. KW KILOWATT W WATT #DT-300 OR LEVITON MODEL #OSC20-MOW. PROVIDE WITH POWER PACK(S) AS REQUIRED. 22. ALL ELECTRIC MATERIAL SHALL BE LISTED BY "UL" FOR THE TYPE OF APPLICATION AND "UL" LABEL SHALL WH WATT-HOUR � CONDUIT TURN DOWN APPEAR ON ALL ELECTRICAL EQUIPMENT. KV KILO VOLT DUAL TECHNOLOGY OCCUPANCY SENSOR, SURFACE WALL MOUNTED 180° U.O.N. LEVITON MODEL KVA KILO VOLT-AMPERE WP WEATHERPROOF #OSSMT-GD (FOR SINGLE POLE SWITCHING) & LEVITON MODEL #OSSMD-GD FOR (DUAL SWITCHING) CONDUIT TURN UP 23. CONTACT UTILITY COMPANIES FOR SCOPE OF WORK PRIOR TO SUBMITTING BID; INCLUDE UTILITY CHARGES IF WT WEATHERTIGHT ANY. LDC LOCAL DISTRIBUTION CABINET LOW -VOLTAGE OVERRIDE SWITCH. NUMBER INDICATES OVERRIDE SWITCH. A,B,C, ETC. DESIGNATES CONDUIT STUBBED AND CAPPED LDF LOCAL DISTRIBUTION FRAME WW WIREWAY Gab ZONE AS SHOWN ON LIGHTING ZONE SCHEDULE. RACEWAY CONCEALED IN WALLS OR ABOVE CEILING 24. ALL DISTRIBUTION AND CONTROL EQUIPMENT (SUCH AS CB's, SWITCHES, CONTACTORS, ETC.), TERMINATIONS LCL LONG CONTINUOUS LOAD XP EXPLOSION PROOF SHALL BE FULLY RATED PER UL AS FOLLOWS: Z IMPEDANCE LOW -VOLTAGE DIMMER SWITCH. MOUNTED 48" A.F.F. TO TOP OF DEVICE. a, b, c, ETC. - DESIGNATES CONDUIT CONCEALED IN OR UNDER FLOOR, COORDINATE WITH G.C.: OR, BURIAL CONDUIT LTG LIGHTING (8 ab SWITCH -LEGS CONTROLLED AND QUANTITY OF SWITCHES AT EACH LOCATION. - - - - - - - UNDERGROUND IN SCHEDULE - 40 PVC UNLESS NOTED OTHERWISE. VERIFY DEPTH AND a. 125A OR LESS: 60°C OR MORE; LV LOW VOLTAGE 4W FOUR -WIRE TRENCHING WITH G.C. b. MORE THAN 125A : 75°C OR MORE. 3W THREE -WIRE ® LOW -VOLTAGE OCCUPANCY SENSOR, DUAL -TECHNOLOGY, SURFACE CEILING MOUNTED MFR MANUFACTURER INTERCONNECTED TO NETWORK LIGHTING CONTROLS. (E) EXISTING CONDUIT AND WIRING TO REMAIN 25. CONDUCTORS SHALL HAVE UNDERWRITER'S LABORATORIES, INC.(UL) LISTED, 600 VOLT INSULATION OF TYPE MAX MAXIMUM 5S JUNCTION BOX SPECIFIED BELOW OR ELSEWHERE IN THE SPECIFICATIONS. CONDUCTORS SHALL BE COPPER. (4 11/16" SQUARED X2 1/8" DEEP) CEILING MOUNTED DIGITAL ROOM CONTROLLER INTERCONNECTED TO NETWORK LIGHTING (R) PULL-OUT WIRES AND ABANDON CONDUIT. CUT AND CAPPED FLUSH WITH WALL OR SLAB. MCC MOTOR CONTROL CENTER CONTROLS. 1. BRANCH CIRCUITS - LIGHTING AND POWER. MIN MINIMUM DIAMETER, PHASE E EXISTING CONDUIT TO REMAIN SIGNAL LEGEND AND SYMBOLS a. #10 AWG AND SMALLER, SOLID WIRE TYPE THW ORTHHN/THWN, THHW(THHN FOR DRY LOCATION ONLY). MH MANHOLE /METAL HALIDE # NUMBER °C R EXISTING CONDUIT AND WIRE TO BE REMOVED b. #8 AWG TO #2 AWG, STRANDED TYPE THW OR THHN/THHW. M/M METER AND MAIN SECTION DEGREE CELSIUS PR ELECTRICAL UTILITY PRIMARY c. #1 AWG AND LARGER, STRANDED TYPE XHHW. MULTI MULTI -METER SECTION SYMBOL DESCRIPTION SC ELECTRICAL UTILITY SECONDARY 2. FEEDERS: TYPE THW OR THHN/THWN, OR XHHW. (E) EXISTING DEVICE TO REMAIN REMOVE EXISTING DEVICE AND (RL) T TELEPHONE UTILITY DATA BOX 4S, MOUNTED A.F.F. TO BOTTOM DEVICE ABOVE i PROVIDE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN EACH RACEWAY INCLUDING CONDUITS, RELOCATE OUTLET +15" OF U.O.N. STUB 3/4" C.O. 6" 26. PLUG STRIPS, WIREMOLD. SIZE OF GROUNDING SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE REMOVE EXISTING DEVICE AND AS SHOWN ON PLAN 17 CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH EXPOSED OH TEMPORARY OVERHEAD CABLING ARTICLE 250. (R) ASSOCIATED (NL) NEW LOCATION OF RELOCATED DEVI STRUCTURE ABOVE OR HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO LOCATION OF NEAREST CONDUIT AND WIRE IDF/MDF. (E) EXISTING DEVICE TO REMAIN WIRING METHOD SHALL BE EMT ABOVE GROUND AND MOUNTED IN CONCEALED SPACES AND SCHEDULE-40 PVC 27. FOR UNDERGROUND INSTALLATION. USE RIGID WHEN ENCASED IN CONCRETE OR SUSCEPTIBLE TO DAMAGE. I VW TELEPHONE OUTLET BOX 4S, MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. STUB 3/4" C.O. 6" (R) REMOVE EXISTING DEVICE AND ASSOCIATED CONDUIT AND WIRE ABOVE CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH EXPOSED USE 10AWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 75 FEET. SHEET INDEX STRUCTURE ABOVE OR HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO LOCATION OF NEAREST (RL) REMOVE EXISTING DEVICE AND RELOCATE AS SHOWN ON PLAN 28. USE 10AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH CIRCUITS LONGER THAN 200 FEET. COMMUNICATIONS CABINET OR TELEPHONE BACKBOARD. "W" INDICATES +42" A.F.F. UNLESS OTHERWISE NOTED. (NL) NEW LOCATION OF RELOCATED DEVICE Sheet # Sheet Name v PROVIDE 110V OUTLET, CFL LIGHT &SWITCH FOR LIGHT @ FAU IN ATTIC, WHERE APPLICABLE. 29. COMBINATION TELEPHONE & DATA OUTLET BOX 4S, MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE A-1,3 HOMERUN TO CIRCUITS #1 AND #3 IN PANEL "A" (CROSSMARKS INDICATE ALL FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE ENDED LAMPS THAT CONTAIN BALLAST(S) THAT CAN BE U.O.N. STUB 3/4" C.O. 6" ABOVE CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN NUMBER OF WIRES AND DOTTED CROSSMARK INDICATES GROUND WIRE.) E-0.1 ELECTRICAL LEGENDS & NOTES 30. SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO EACH AREA WITH EXPOSED STRUCTURE ABOVE OR HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO E-0.2 LUMINAIRE SCHEDULE LUMINAIRE. THE LINE SIDE TERMINALS OF THE DISCONNECTING MEANS SHALL BE GUARDED. [CEC 410.130(G)(1)]. LOCATION OF NEAREST IDF/MDF, COMMUNICATIONS CABINET, OR TELEPHONE BACKBOARD. 3/4" CONDUIT WITH 2 #12 & 1 #12 GND WIRE E-0.3 SINGLE LINE DIAGRAM &PANEL SCHEDULES ALL SWITCH LOCATIONS ARE REQUIRED TO HAVE A NEUTRAL CONDUCTOR PROVIDED AT THE SWITCH LOCATION COMBINATION TELEPHONE & DATA OUTLET BOX 4S, MOUNTED HEIGHT HORIZONTALLY ABOVE H 3/4" CONDUIT WITH 3 #12 & 1 #12 GND WIRE E-1.1 ELECTRICAL FLOOR PLANS E-2.1 ELECTRICAL DETAILS 31. PER CEC 404.2(C). COUNTER TOP PER ARCHITECTURAL PLANS OR APPROVAL STUB 3/4" C.O. 6" ABOVE CEILING SPACE, E-2.2 ELECTRICAL SPECIFICATIONS PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH EXPOSED STRUCTURE ABOVE OR }i}i 3/4" CONDUIT WITH 4 #12 & 1 #12 GND WIRE HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO LOCATION OF NEAREST IDF/MDF, COMMUNICATIONS E-3.3 ELECTRICAL SPECIFICATIONS CABINET, OR TELEPHONE BACKBOARD. }ii}i 3/4" CONDUIT WITH 5 #12 & 1 #12 GND WIRE TV CONCEALED FLUSH FLOOR MOUNTED COMBINATION TELEPHONE & DATA OUTLET BOX, U.O.N. #10 H 3/4" CONDUIT WITH 2 #10 & 1 #10 GND WIRE (#10 INDICATES WIRE SIZE) INWALL OR C CEILING TELEVISION OUTLET BOX 4S, MOUNTED +15" A.F.F. TO BOTTOM OF DEVICE U.O.N. STUB 3/4" C.O. 6" #10 H 3/4" CONDUIT WITH 3 #10 & 1 #10 GND WIRE (#10 INDICATES WIRE SIZE) ABOVE CEILING SPACE, PROVIDE BUSHING AND PULL WIRE. IF INSTALLED IN AREA WITH EXPOSED STRUCTURE ABOVE OR HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO LOCATION OF CABLE #10 TELEVISION TERMINAL OR COMMUNICATIONS CABINET. iiiii 3/4" CONDUIT WITH 4 #10 & 1 #10 GND WIRE (#10 INDICATES WIRE SIZE) #10 NOTETO CONTRACTOR Hiiii3/4" CONDUIT WITH 5 #10 & 1 #10 GND WIRE (#10 INDICATES WIRE SIZE) #10 1" CONDUIT WITH 6 #10 & 1 #10 GND WIRES (#10 INDICATING WIRE SIZE) GROUND WELL DO NOT SCALE DRAWINGS GROUND WELL CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL L _ _ _ _ J EXISTING (DASH INDICATES) ELECTRICAL EQUIPMENT IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. TELEPHONE BACKBOARD 2'X4'X3/4" PLYWOOD. PROVIDE 2" CONDUIT TO TELEPHONE POC. r- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION 0D P o E D n 21 2 2 11 Y OF MO S 54D /IFEILpO�PpM S VICES ,01%1%, 1 in in.V,o, c+ c.Jlte 106 Edmonds, WP §5020 Phone:425.458.?700 B 0.3770 rr. a d@designwesteng.com nEclrvll wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 ELECTRICAL LEGENDS & NOTES ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO E=Oml 22-101 O N ry c a� U 0- w N O N N 73 to M N fo 0- U_ m c 0 E w 0 N N_ N O N a� to to N (o 11 m U_ m 0 E Lu 0 N N O M Q � M m ti No NN) N N 00 N N � N W O 2E K 6/15/22, 11:08 AM https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MTEzOTcmZnZpPTE4JnJlc2VOPTE=&debug=l LIGHTING COMPLIANCE SUMMARY 2018 WSEC Compliance Forms for Commercial Buildings including Group R2, R3 & R4 over 3 stories and all Rl Administered by: (D2022 NEEA, All rights reserved Project & Applicant Information Project Title 22-101 Edmonds Medical Plaza Suite 202 TI - 2018 WSEC For Building Department Use: Date: Jun 15, 2022 Project Address 216116 76TH AVENUE WEST 202 EDMONDS, WA 98026 Applicant Name Austin Edge Applicant Phone 425-458-9700 Applicant Email acdgc@designwesteng.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com General Occupancy All Commercial General Building Use Type Office, Medical Building Cond. Floor Area 1,165 General Project Types Tenant Spaces - First Build Out New Building or Addition Lighting Scope g g P Interior Lighting Alteration Lighting Scope Project Cond. Floor Area 1,165 Floors Above Grade 2 Compliance Method Compliance Method 1 -General Lighting Project Description Lighting Compliance Scope Project Type j yP Interior / Exterior (Interior includes both interior & parking) Luminaire Replacement Scope Compliance Method LPA Calculation Adjustment Compliance Verification and Method Tenant Spaces- First Build Out Interior Lighting Space by space No Calculation Adjustments selected COMPLIES Additional Efficiency Options Included Project Title 22-101 Edmonds Medical Plaza Suite 202 TI - 2018 WSEC Date Jun 15, 2022 Lighting Power Calculation TENANT SPACES - FIRST BUILD OUT - INTERIOR LIGHTING Compliance Verification COMPLIES Compliance Method Space by space LPA Calculation Adjustment none Interior Lighting Power Allowance - Space by Space General Space Type Specific Space Type Ceiling Height (Ft) Gross Interior Area (SF) LPA (Watts/SF) Total Watts Allowed (SF x LPA x 1) Total Proposed Watts (LPD + Display LPD) Compliance Status Lobby General 120 0.84 101 Lobby General 48 0.84 40 Office Enclosed less than 250 sf 72 0.74 53 Office Enclosed less than 250 sf 61 0.74 45 Restroom General 50 0.63 32 Healthcare facility Corridor 185 0.71 131 Healthcare facility Exam/treatment room 103 1.40 144 Healthcare facility Exam/treatment room 92 1.40 129 Healthcare facility Exam/treatment room 92 1.40 129 Healthcare facility Exam/treatment room 80 1.40 112 Healthcare facility Lounge breakrooin 116 0.42 49 Proposed Total LPD 684 Totals 965 684 COMPLIES Proposed Lighting Power Density Watts or Total Watts Fixture Type Fixture ID Quantity of Wattage Limit Total Linear Watts per Linear Proposed Fixtures (#F) per Fixture Feet (LF) Foot (WpLF) (#F x WpF) or (WpF) (LF x WpLF) Individual Fixtures Troffer F1/E 12 27 324 https://waenergycodes.com/print_project_summary_form.php?k=aWQ9MTEzOTcmZnZpPTE4JnJlc2VOPTE=&debug=1 1 /2 6/15/22, 11:08 AM https://waenergycodes.com/print_ project _summary _form. php?k=aWQ9MTEzOTcmZnZpPTE4JnJIc2V0PTE=&debug=1 Project Title 22-101 Edmonds Medical Plaza Suite 202 TI - 2018 WSEC Date Jun 15, 2022 Proposed Fixtures Details TENANT SPACES - FIRST BUILD OUT - INTERIOR LIGHTING Fixture Type/Application Fixture ID Location in Documents Lamp Type New or Existing -to -Remain Individual Fixtures Troffer F1/E E-1.1 LED New Fixture Description: 1X4 LED Are these fixtures located within a daylight zone'?: No Do these fixtures require specific application lighting controls?: Troffer F2 E-1.I LED New Fixture Description: 2X2 LED Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: Recessed downlight F3 I E-1.1 LED New Fixture Description: LED DOWNLIGHT Are these fixtures located within a daylight zone?: Do these fixtures require specific application lighting controls`?: Wall -mounted F4 I E-1.1 LED New Fixture Description: LED VANITY LIGHT Are these fixtures located within a daylight zone?: No Do these fixtures require specific application lighting controls?: https://waenergycodes.com/print_ project_summary_form.php?k=aWQ9MTEzOTcmZnZpPTE4JnJlc2VOPTE=&debug=1 2/2 ENERGY CODE COMPLIANCE FORMS 11 LUMINAIRE SCHEDULE TYPE VOLTS WATTAGE LAMPS MOUNTING FIXTURE DESCRIPTION MFR. CATALOG # NOTES SYMBOL F1 120 V 27 W LED RECESSED 1'x4' RECESSED LED FIXTURE WITH 0-10V DAY-BRITE 1 FGX G 38L 835 4 FS UNV DIM 3500K DIMMING. 3,780 LUMENS F1 E 120 V 27 W LED RECESSED 1'x4' RECESSED LED FIXTURE WITH 0-10V DAY-BRITE 1 FGX G 38L 835 4 FS UNV DIM PROVIDE WITH 90-MINUTE 3500K DIMMING. BATTERY BACKUP WITH 3,780 LUMENS INTEGRAL TEST SWITCH. 0 F2 120 V 27 W LED RECESSED 2'X2' RECESSED LED FIXTURE WITH DAY-BRITE 2 FGX G 38L 835 2 FS UNV DIM 3500K 0-10V DIMMING. 3,780 LUMENS EJ F3 120 V 21 W LED RECESSED RECESSED LED DOWNLIGHT WITH 0-10V FOCAL POINT FLC6D RF 2000L 120 LD1 T 3500K DIMMING BALLAST. LC6 RD 2000L 35K DN CD 2,000 LUMENS F4 120 V 24 W LED WALL 2' WALL MOUNTED LED FIXTURE DAYBRITE CSW48-2835UDZTZO-EM 3500K F5E 120 V 5 W LED (WITH UNIT) CEILING SURFACE MOUNTED EDGE -LIT EMERGENCY LITHONIA EDG W 1 GMR EL SD EXIT SIGN FIXTURE WITH 90-MIN. BATTERY BACKUP LUMINAIRE SCHEDULE NOTES 1. EQUALS SHALL BE CONSIDERED UPON SUBMITTAL REVIEW AND APPROVAL. PLEASE NOTE THAT IF AN ALTERNATE IS CONSIDERED: a. THE CONTRACTOR IS COMPLETELY AND SOLELY RESPONSIBLE FOR ALL ASPECTS OF THE SUBSTITUTION INCLUDING UPDATING CONSTRUCTION DOCUMENTS, OBTAINING APPROVALS AND PERMITS FROM LOCAL AUTHORITY, AND COORDINATING WITH ALL TRADES TO ENSURE CHANGES TO AFFECTED BUILDING SYSTEM ARE ACCOUNTED FOR AND ACCEPTABLE TO THE ENGINEERING TEAM. CONTRACTOR SHALL ENSURE SUBSTITUTED EQUIPMENT MEETS OR EXCEEDS DESIGN INTENT REGARDING RATINGS, PERFORMANCE, DIMENSIONAL CLEARANCES, PHYSICAL DIMENSIONS (MAX/MIN), WEIGHT LIMITATIONS, AND OTHER ASPECTS, PROVING SUBSTITUTION IS SUITABLE TO THE APPLICATION. ENGINEERS WILL REVIEW THE RATING AND PERFORMANCE OF SUBSTITUTED EQUIPMENT ONLY AND WILL NOT ASSUME RESPONSIBILITY FOR SUBSTITUTION AT ANY LEVEL. b. IF CONTRACTOR CANNOT MAKE SUBSTITUTED EQUIPMENT WORK IN THIS PROJECT, CONTRACTOR SHALL REVERT TO REQUIREMENTS OF PERMITTED CONSTRUCTION DOCUMENTS AT THEIR EXPENSE. c. IT IS UNDERSTOOD BY ALL PARTIES THAT ANY SUBSTITUTIONS OF SPECIFIED PRODUCTS ARE DONE FOR THE PURPOSE OF COST SAVINGS TO THE OWNER. THEREFORE, ANY MATERIAL SUBSTITUTION OR DEVIATIONS PROPOSED BY THE CONTRACTOR SHALL BE INCLUDED WITH THE INITIAL BID AND SHALL SHOW A LINE ITEMS CREDIT TO THE OWNER FOR EACH SUBSTITUTION IN LIEU OF SPECIFIED PRODUCTS. d. CONTRACTOR SHALL PROVIDE A POINT BY POINT PHOTOMETRIC STUDY FOR ALL AREAS WHERE ALTERNATE FIXTURES ARE SUBMITTED. LIGHT LEVELS WILL BE REVIEWED FOR COMPLIANCE WITH PROJECT REQUIREMENTS AND BASIS OF DESIGN VALUES. 1. THE FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURERS CATALOG NUMBERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE CORRECT CEILING CONFIGURATION AND PROVIDE THE FIXTURES WITH ALL NECESSARY TRIMS AND MOUNTING HARDWARE SO THAT BOTH THE CEILING SYSTEM AND THE FIXTURE CONSTRUCTION MATCHES. PROVIDE SEISMIC HANGERS AS REQUIRED. 2. IT SHALL BE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES AND TYPE OF CEILING WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ANY WORK. SEE ARCHITECTURAL ELEVATION DRAWING FOR MOUNTING HEIGHTS OF WALL MOUNTED FIXTURES. 3. A JUNCTION BOX MUST BE PROVIDED WITH ALL EXIT LIGHTS CONNECTED TO MORE THAN ONE SET OF CONDUCTORS UNLESS THE EXIT LIGHT FIXTURE IS FURNISHED WITH AN APPROVED OUTLET BOX FOR THROUGH WIRING. 4. A COMPLETE WSEC COMPLIANT LIGHTING CONTROL SYSTEM SHALL BE PROVIDED TO CONTROL ALL INTERIOR AND EXTERIOR LIGHTING SYSTEMS. REFER TO LIGHTING CONTROL DIAGRAMS, SCHEDULES AND DETAILS. 5. BATTERY PACK EMERGENCY TEST SWITCHES SHALL BE INTEGRAL TO LIGHT FIXTURE. COORDINATION OF SWITCH LOCATION IS REQUIRED WITH DESIGN TEAM IF INTEGRAL INSTALLATION IS NOT POSSIBLE. 6. PROVIDE ALL REQUIRED MOUNTING HARDWARE ANCHORAGE AND SUPPORTS TO INSTALL LIGHTING FIXTURES. 7. PROVIDE SWIVEL BASE AND STEMS. LENGTHS AS REQUIRED TO MOUNT THE PENDANT MOUNTED FIXTURES. THE INSTALLATION SHALL COMPLY WITH TITLE 24 SEISMIC AND APPLICABLE UBC REQUIREMENTS. 8. THE CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE LIGHTING SYSTEM AS PART OF THIS BUILDING CONTRACT. 9. SUSPENSION SYSTEM FOR LIGHT FIXTURES WHICH HAVE PASSED SHAKING TABLE TESTS APPROVED BY THE OFFICE OF THE STATE OF ARCHITECT, OR WHICH, AS INSTALLED, ARE FREE TO SWING A MINIMUM OF 45' FROM THE VERTICAL IN ALL DIRECTIONS WITHOUT CONTACTING OBSTRUCTIONS. SHALL BE ASSUMED TO COMPLY WITH THE LATERAL FORCE REQUIREMENTS FOR SECTION 2305, PART 2, TITLE 24, CCR. UNLESS OF THE CABLE TYPE FREE SWING SUSPENSION SYSTEM SHALL HAVE A SAFETY WIRE OR CABLE ATTACHED TO THE FIXTURE AND STRUCTURE AT EACH SUPPORT CAPABLE OF SUPPORTING FOUR TIMES THE SUPPORTED LOAD. 10. FOR SUSPENDED AND SURFACE MOUNTED LIGHT FIXTURES, THE PRODUCT OF ICP NEED NOT EXCEED 12 FOR ANY VALUE OF 1. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE FIXTURE BALLAST OR DRIVER VOLTAGE MATCHES THE CIRCUIT VOLTAGE SUPPLYING FIXTURE PRIOR TO ORDERING. 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY BALLAST/DRIVER DIMMING CONFIGURATION IS COMPATIBLE WITH CONTROLS BEING PROVIDED PRIOR TO ORDERING FIXTURES. EX. 2 WIRE, 3 WIRE, 4 WIRE, 0-10V, CAT 5, ETC. 13. LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED. 14. LED LIGHT FIXTURES SHALL BE REDUCTION OF HAZARDOUS SUBSTANCES (ROHS)-COMPLIANT. 15. LED DRIVERS SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: • MINIMUM EFFICIENCY: 85% AT FULL LOAD. • MINIMUM OPERATING AMBIENT TEMPERATURE: -20 DEG C. (4 DEG F.) • INPUT VOLTAGE: 120 - 277V (±10%) AT 60 HZ., UNLESS OTHERWISE INDICATED. • INTEGRAL SHORT CIRCUIT, OPEN CIRCUIT, AND OVERLOAD PROTECTION. • POWER FACTOR: >=0.95. • TOTAL HARMONIC DISTORTION: <=20%. • COMPLY WITH FCC 47 CFR PART 15. 16. LED MODULES SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: • COMPLY WITH IES LM-79 AND LM-80 REQUIREMENTS. • MINIMUM CRI 80 AND COLOR TEMPERATURE 4000K UNLESS OTHERWISE SPECIFIED IN LUMINAIRE SCHEDULE. • MINIMUM RATED LIFE: 50,000 HOURS PER IES L70. • LIGHT OUTPUT LUMENS AS INDICATED IN THE LUMINAIRE SCHEDULE. 17. LED DOWNLIGHTS: • HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. 18. LED TROFFERS: • LED DRIVERS, MODULES, AND REFLECTOR SHALL BE ACCESSIBLE, SERVICEABLE, AND REPLACEABLE FROM BELOW THE CEILING. • HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. 19. ALL FIXTURES MOUNTED OUTDOORS SHALL BE UL LISTED FOR WET LOCATION. t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION �gD P E D n 21 2 2 1d Y OF MO S 54W5LOPM S VICES 1G,/ `.10N1L ,0P& 1 in in- c+ c.Jlte 106 EaWjh��, WP, 9g020 hone:425.458.?700 B 0.3770 rrial: a d@designwesteng.com nEclrvll wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 LUMINAIRE SCHEDULE ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO E=Om2 22-101 0 N ry U w w N 0 N cn co N d U_ m c 0 E w 0 N N ♦— N 0 N N U) cu N (B 0- m U_ 70 m U) c 0 E w 0 cV N (E) 1200A 208YI120V 30 4W MAIN SWITCHBOARD 'AD' r — — — — — M r— ------------—— — — —— — — — ---- T------------- T----�-- T------------- T----�-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I I I I I I I I I I I I I I I I 1200A (E) \ (E) \ I I (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ (E) \ 2P / I 30A 90A I I 100A 100A 60A 60A 70A 100A 100A 100A 100A 100A 125A 125A I I 2P I / 2P I / I I 2P I / 2P I / 3P I / 3P I / 3P I / 2P I / 3P I / 3P I / 3P I / 3P I / 2P I / 2P I / L — — — — — — J I I I I I I I I I I I I I I I I N�---� I I I I I I I I I I I I I I I I � ► I I I I I I I I I I I I I I I I I I SPACE SPACE I I I I I I I I �� XISTIN I, XISTIN L- XISTIN I, XISTIN XISTIN XISTIN f, XISTIN XISTIN I, XISTIN I, XISTIN L- XISTIN f XISTIN C XISTIN I, XISTIN -- ---� I EXISTING INCOMING POWER UTILITY SERVICE EXISTING SERVICE GROUND 4F 4F 4F I 1 EXISTING LOAD EXISTING EXISTING EXISTING EXISTING EXISTING LOAD EXISTING SUITE EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING QI IITP )nlP QI IITP 9l1) QI IITP 9l19 SUITE 101/102 )l19A I non QI IITP 90Q PAIVFI 9A9 PAIVFI 9AP QI IITG )m PANEL 1A1 SERVER ROOM XISTIN 125-B I— rEXISTING PANEL I NEW TO BE I PANEL IREMOVEDI 202' L__J SINGLE LINE DIAGRAM MOUNTING: RECESSED FED FROM: NEMA: 1 AIC RATING: PANEL 202 (NEW) LOCATION: VOLTAGE: 208/120V 1PH 3W BUS: 125 A MAIN: 125 A 2P FEEDER: 125 A N O T E DESCRIPTION T Y° P E P E S AMP AWG/ PH DIST V.D. % A B V.D. % DIST AWG/ PH AMP P OL E S T Y P E DESCRIPTION N O T E DWE Lighting 1 20 A #12 57' 1.1 1 699 900 2 1.21 48' #12 20 A 1 EXAM 209 RECEP BREAK ROOM RECEP 1 20 A #12 62' 0.62 3 360 1200 4 1.85 55' #12 20 A 1 MICROWAVE BREAK ROOM RECEP 1 20 A #12 55' 1.84 5 1200 1200 6 1.77 53' #12 20 A 1 BREAK ROOM RECEP DISHWASHER 1 20 A #12 56' 1.4 7 900 540 8 0.83 56' #12 20 A 1 WAITING ROOM RECEP RECEPTION RECEP 1 20 A #12 46' 0.92 9 720 720 10 0.74 37' #12 20 A 1 CORRIDOR/STRG. RECEP MA WORK RECEP 1 20 A #12 35' 0.7 11 720 540 12 0.6 40' #12 20 A 1 PROVIDER OFFICE RECEP EXAM 208 RECEP 1 20 A #12 38' 0.95 13 900 900 14 0.83 33' #12 20 A 1 EXAM 207 RECEP EXAM 205 RECEP 1 20 A #12 28' 0.57 15 720 6100 16 0.25 18' #2 90 A 2 WH 1 SPARE 1 20 A -- -- -- 17 0 6100 18 SPARE 1 20 A -- -- -- 19 0 0 20 -- -- -- 20 A 1 SPARE SPARE 1 20 A -- -- -- 21 0 0 22 -- -- -- 20 A 1 SPARE SPARE 1 20 A -- -- -- 23 0 0 24 -- -- -- 20 A 1 SPARE SPARE 1 20 A -- -- -- 25 0 0 26 -- -- -- 20 A 1 SPARE SPARE 1 20 A -- -- -- 27 0 0 28 -- -- -- 20 A 1 SPARE SPARE 1 1 1 20 A -- -- -- 291 0 1 0 1 30 -- -- -- 20 A 1 SPARE SUBTOTALS 13339 VA 11080 VA DEMAND FACTORS: LOAD TYPE (L) LIGHTING (R) RECEPTACLES (M) MOTOR LARGEST MOTOR (C) CONTINOUS (N) NON-CONTINOUS (K) KITCHEN (NEC 220.56) (S) SPECIAL DEMAND EXISTING LOAD CONNECTED DEMAND VA FACTOR 699 VA 1.25 720 VA NEC 220.44 1.25 0.25 2100 VA 1.25 20900 VA 1.00 0.65 1.00 NEC 220.87 DEMAND DEMAND VA AMPS 874 VA 4 A 720 VA 3 A 2625 VA 13 A 20900 VA 100 A SUBTOTAL PHASE NOTES: 13339 VA A 11080 VA B C 0 VA 24419 VA T07TAL 117 A AMPS TOTALS 24419 VA 25119 VA TOTAL AMPS AT 208/120V 3PH 4W WITH LCL: 121 A PANEL SCHEDULE GENERAL NOTES CONSTRUCTION NOTES t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION gD p �o� o wa,� � ED In 21 2 2 L') OF MO S 54LOPM S VICES d�GISTEg � �sS1�NA1, 11 A 1-- Z+ °cite 106 Wph dmonds, V'A §B020 one:425.4583700 B$ d@d,0 ��*�*c.''a``��d@d�nignwesteng.com nEcl(-- l WEST ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 SINGLE LINE DIAGRAM & PANEL SCHEDULES ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO E=Om3 22-101 O N C N U a w N O N N U) (6 N f6 d f6 U_ N c O E w O N N_ N O N N .:..i U) M N (0 0- (B U_ O 7- U) C O E w O N N O c Q � M m ti N01 NN) N N oN) cV N j � N W POWER & SIGNAL REMODEL FLOOR PLAN F5E O 202 -1 F5E O 202 -1 1 GENERAL NOTES 1/4"=11-011 1 1 CONSTRUCTION NOTES H O— — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 /4" = 1'-0" 2 _ t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION gD P E D OF ISTE�� sS1�NAL � ,01%X 1in inrvo c+ c.Jlte 106 fUphe dmonds, YA 9g020 on:425.458.?700 �� *�*''a d@d =signwesteng.com nEcIGN wFCT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 ELECTRICAL FLOOR PLANS ISSUANCE PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO Eml ml 22011 Designer Author LIGHTING REMODEL FLOOR PLAN 22-101 0 N ry C U w w N O N N cn t6 N d 0 m c 0 E w 0 N N I— N O N N U) cu N (>S a U 70 m U) c 0 E w 0 cV N CONSTRUCTION NOTES: O DENOTES FIXTURE SUPPORT WIRE (MINIMUM #10) FROM LUMINARIE ATTACHED TO BUILDING STRUCTURE. O2 DENOTES RECESSED LED DOWNLIGHT. O DENOTES T-BAR CEILING SYSTEM BY OTHERS. DOWN LIGHT FIXTURE IN T-BAR 11 NOTE: PROVIDE FIXTURE SUPPORT — WIRES AT ALL 4 CORNERS OF FIXTURES IF FIXTURE DOES NOT REST ON TWO MAIN RUNNERS AT OPPOSITE ENDS OF FIXTURE. #12 AWG STEEL SLACK SUPPORT WIRE TO STRUCTURAL MEMBER 2 WIRES REQUIRED/FIXTURE. I I I _ -- I -- I CEILING TILE SCREW CLIP TO LIGHT FIXTURE (TYPICAL 2 EACH END). GENERAL NOTES: CEILING GRID. 1. REFER TO ARCHITECHURAL DRAWINGS FOR TYPE OF CEILING AND TILE SYSTEM. LIGHTING FIXTURE SUSPENSION 12 SPACERS AS REQUIRED (TYP.) WALL FRAMING OR ADDITIONAL BLOCKING AS REQUIRED (TYP.) 518" GYPSUM BOARD (TYP.) WALL PANELBOARD PROVIDE AIR SPACE AROUND PANELBOARD BACK AND SIDES FOR VENTILATION PANEL BOARD - RECESSED 3 I t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION gD P �o� o wa,�� ED In 21 2 2 L') OF MO S 54LOPM S VICES Off, d�GISTV, �sSI�NAL WLdryi&�, VJA 98020 hone: 425.4583700 B 0.��*�*c.''a``��d@d,�signwesteng.com nEclr_rl WEcT EK!GINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 ELECTRICAL DETAILS ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: 22011 PROJECT LEAD: Designer DRAWN BY: Author SHEET NO E=2ml 22-101 0 N Ir m c m U a L 75 F_ N O N a� .j U) M N f0 0- a) c 0 E LLI 0 N N_ N O N a� U) co N n3 a m U_ am 0 E Lu 0 N N 2EKa ELECTRICAL SPECIFICATIONS PART 1 GENERAL INCLUDING VENT HOLES WHERE REQUIRED. OUTDOOR FIXTURES WITH VENT HOLES SHALL HAVE WIRE MESH SCREENS IN A. UNLESS OTHERWISE NOTED, ALL WIRING FOR MOTORS, STARTERS, CONTROLS, AND EQUIPMENT SHALL BE PROVIDED BY 2.05 JUNCTION AND PULL BOXES THE VENT HOLES. THE ELECTRICAL CONTRACTOR. WHERE MOTORS FOR MECHANICAL EQUIPMENT ARE FURNISHED BY OTHER DIVISIONS, 1.01 SCOPE OF WORK WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, EXCEPT WHERE WIRED INTEGRALLY WITH THE A. FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE WITH E. REPLACE BLEMISHED, DAMAGED OR UNSATISFACTORY FIXTURES AT NO ADDITIONAL COST TO THE OWNER AND IN A EQUIPMENT. A. WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, AND MATERIALS, UNLESS REMOVABLE, MACHINE SCREW SECURED COVERS. MANNER SATISFACTORY TO THE ARCHITECT. OTHERWISE SPECIFIED, AND IN PERFORMING ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF A COMPLETE AND B. CONNECTION AND CONTROL DIAGRAMS FOR ALL MECHANICAL AND CONTROL EQUIPMENT SHALL BE FURNISHED UNDER OPERABLE ELECTRICAL SYSTEM AS REQUIRED BY THESE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. B. ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND CONDUITS ENTERING THE BOX AND OTHER DIVISIONS, AND BE APPROVED BY THE OWNER FOR CONNECTION BY THE ELECTRICAL CONTRACTOR. EQUIPPED WITH PLASTER RINGS WHERE REQUIRED. B. THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS IN A MANNER TO BE FULLY COGNIZANT OF ALL I. EXIT SIGNS LIGHTS SHALL BE LED TYPE AND PROVIDED WITH AN INTEGRAL EMERGENCY BATTERY PACK. WORK REQUIRED UNDER THIS SECTION. 2.06 OUTLET BOXES 2.16 SUPPORTING DEVICES J. LED LIGHT FIXTURES C. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS UNLESS OTHERWISE ARRANGED AND SCHEDULE A. FOR FIXTURES, BOXES SHALL BE GALVANIZED, ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE EQUIPPED WITH 3/8" FIXTURE A. ALL EQUIPMENT CONDUITS SHALL BE SUPPORTED, ANCHORED AND BRACED IN ACCORDANCE WITH THE MOST STRINGENT ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT. STUDS AND PLASTER RINGS WHERE REQUIRED. A. GENERAL: CODES AND REQUIREMENTS. COMPLY WITH CHAPTER 23 OF THE LATEST CBC (CALIFORNIA BUILDING CODE). 1.02 GENERAL REQUIREMENTS B. FOR CONVENIENCE OUTLETS, WALL SWITCHES, OR OTHER DEVICES, OUTLET BOXES SHALL BE GALVANIZED ONE-PIECE 1. LED LIGHT FIXTURES SHALL BE IN ACCORDANCE WITH IES, NFPA, UL, AS SHOWN ON THE DRAWINGS, AND AS SPECIFIED. PART 3 EXECUTION DRAWN STEEL, KNOCKOUT TYPE 4"X4"X1-1/2" MINIMUM. 2. LED LIGHT FIXTURES SHALL BE REDUCTION OF HAZARDOUS SUBSTANCES (ROHS)-COMPLIANT. A. WORK DONE UNDER THIS SECTION SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE, NEC 3. LED DRIVERS SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: (NATIONAL ELECTRICAL CODE), THE STATE OF CALIFORNIA TITLE 24, THE STATE BUILDING STANDARDS, (OSHA) C. FOR LOCATIONS WHERE STANDARD BOXES ARE NOT SUITABLE, SPECIAL BOXES SHALL BE DESIGNED TO FIT SPACE OR MEET a. MINIMUM EFFICIENCY: 85% AT FULL LOAD. 3.01 WORKMANSHIP AND COMPLETION OF INSTALLATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND TO ANY APPLICABLE LOCAL JURISDICTIONAL REQUIREMENTS. OTHER REQUIREMENTS AND SUBMITTED FOR APPROVAL. b. MINIMUM OPERATING AMBIENT TEMPERATURE: -20 DEG C. (4 DEG F.) IN CASE OF CONFLICT BETWEEN REQUIREMENT, THE MOST RESTRICTIVE SHALL APPLY. c. INPUT VOLTAGE: 120 - 277V (±10%) AT 60 HZ. A. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL AND MECHANICAL EFFICIENCY. 2.07 SWITCHES DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL INTERPRETATIONS INCLUDED. 1.03 ELECTRICAL CONTRACTOR'S RESPONSIBILITY ANY DEFICIENCY PERTAINING TO EITHER WORKMANSHIP OR MATERIALS FOUND BY THE INSPECTOR SHALL BE CORRECTED A. ALL DEVICES SHALL CONFORM TO NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) STANDARDS AND SHALL d. INTEGRAL SHORT CIRCUIT, OPEN CIRCUIT, AND OVERLOAD PROTECTION. WITHOUT ADDITIONAL COST TO THE OWNER. A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. BE UNDERWRITERS' LABORATORIES, INC., (UL) LISTED AND LABELED AND SHALL BE "SPECIFICATION GRADE," MEETING THE CONTRACTOR SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL CAREFULLY READ THE ENTIRE REQUIREMENTS OF FEDERAL SPECIFICATION WS-896-E, FOR SWITCHES. e. POWER FACTOR: >=0.95. B. THE CONTRACTOR SHALL MAINTAIN ON JOB SITE A SET OF THE WORKING DRAWINGS WHICH SHALL BE UPDATED DAILY IN SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES. DETAIL FOR WORK ACCOMPLISHED. UPON COMPLETION OF THE WORK, A SET OF REPRODUCIBLE CONTRACT DRAWINGS 1. WALL SWITCHES SHALL BE SPECIFICATION COMMERCIAL GRADE (MINIMUM), FULLY ENCLOSED, QUIET -TYPE TUMBLER f. TOTAL HARMONIC DISTORTION: <=20%. SHALL BE OBTAINED FROM THE GENERAL CONTRACTOR AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS B. BEFORE SUBMITTING THE BID, THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF SWITCHES RATED 20 AMPERES, 120/277-VOLT, BAKELITE OR COMPOSITION, BACK AND SIDE WIRED, BUMPER PAD, FULL SHALL BE INCORPORATED THEREON WITH RED INK IN A NEAT, LEGIBLE, UNDERSTANDABLE AND PROFESSIONAL MANNER. WITH EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE EQUIPMENT AND RATING FOR INDUCTIVE OR NON -INDUCTIVE LOADS AND INCANDESCENT OR FLUORESCENT LIGHTING LOADS. ASSOCIATED WIRING IN SUCH A MANNER AS TO CONFORM WITH THE EXISTING STRUCTURE OF THE BUILDING, AVOID g, COMPLY WITH FCC 47 CFR PART 15. OBSTRUCTIONS, AND MEET APPLICABLE CODE REQUIREMENTS. 2. SINGLE POLE SWITCHES: G.E. 59511, HUBBELL #1221, ARROW #1991 OR PASS & SEYMOUR 20AC1. C. ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE, THOROUGHLY CLEANED, 4. LED MODULES SHALL INCLUDE THE FOLLOWING FEATURES UNLESS OTHERWISE INDICATED: AND ALL RESIDUE REMOVED FROM INSIDE SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT SHALL BE C. THE INTENT OF THESE DRAWINGS IS TO DESCRIBE A COMPLETE AND OPERABLE SYSTEM. WHERE EXISTING CONDITIONS 3. THREE-WAY QUIET SWITCHES: G.E. 59531, HUBBELL #1223, ARROW #1993 OR PASS& SEYMOUR 20AC3. CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION. DIFFER FROM DRAWINGS, ADJUSTMENT SHALL BE MADE AND ALLOWANCES INCLUDED FOR ALL NECESSARY EQUIPMENT TO a. COMPLY WITH IES LM-79 AND LM-80 REQUIREMENTS. COMPLETE ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS. BRING ANY QUESTIONS TO THE ARCHITECT OR ENGINEER'S 4. WALL SWITCH AND PILOT LIGHTS SHALL BE FLUSH MOUNTED COMBINATION WALL TYPE WITH SWITCH AND PILOT LIGHT D. UPON COMPLETION OF THE INSTALLATION AND AS A CONDITION OF ITS ACCEPTANCE FURNISH ONE COPY OF THE FINAL ATTENTION PRIOR TO BIDDING. EQUIPPED WITH A 6-WATT, 125-VOLT CANDELABRA BASE LAMP. THE PILOT LIGHT SHALL HAVE A GREEN JEWEL WITH BRASS b. MINIMUM CRI 80 AND COLOR TEMPERATURE 4000K UNLESS OTHERWISE SPECIFIED IN LUMINAIRE SCHEDULE. INSPECTION CERTIFICATE TO THE OWNER. RIM FLUSH MOUNTED IN THE WALL PLATE. D. WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT, DEVICES, CIRCUIT BREAKERS, ETC., 3.02 PREPARATION COORDINATION. ARISES ON THE DRAWING AND/OR SPECIFICATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND 5. ALL SWITCHES SHALL BE OF THE SAME MANUFACTURE. c. MINIMUM RATED LIFE: 50,000 HOURS PER IES L70. INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITION NOTED ON DRAWINGS AND/OR IN A. THE CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER CONTRACTORS FURNISHING LABOR, MATERIALS AND SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER AND ENGINEER. 6. NORMAL SWITCH COLOR IS WHITE APPROVED BY ARCHITECT/OWNER. SWITCHES CONTROLLING CIRCUITS CONNECTED TO d. LIGHT OUTPUT LUMENS AS INDICATED IN THE LUMINAIRE SCHEDULE. WORK, SO THAT THE WORK AS WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. EMERGENCY POWER SOURCE SHALL BE RED. 1.04 WORK NOT INCLUDED 7. 30 AMP MOTOR RATED SNAP SWITCHES SHALL BE LEVITON MS302-DS. PROVIDED IN NEMA 1 OR 3R ENCLOSURE AS SHOWN B. LED DOWNLIGHTS: B. EXAMINE THE DRAWINGS AND SPECIFICATIONS AND DETERMINE THE WORK TO BE PERFORMED BY THE ELECTRICAL, A. CERTAIN LABOR, MATERIALS, OR EQUIPMENT MAY BE FURNISHED UNDER OTHER CONTRACTS BY THE OWNER. WHEN SUCH ON DRAWING. MECHANICAL AND OTHER TRADES. PROVIDE THE TYPE AND AMOUNT OF ELECTRICAL MATERIALS AND EQUIPMENT IS THE CASE, THE EXTENT, SOURCE, AND DESCRIPTION OF THESE ITEMS WILL BE INDICATED ON THE DRAWINGS OR 1. HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. NECESSARY TO PLACE THIS WORK IN PROPER OPERATION, COMPLETELY WIRED TESTED AND READY FOR USE. THIS SHALL DESCRIBED IN THE SPECIFICATIONS. UNLESS OTHERWISE NOTED, ALL LABOR, MATERIALS AND EQUIPMENT FOR THE B. SENSOR SWITCH (MOTION SENSOR) INCLUDE ALL CONDUIT, WIRE, DISCONNECTS, RELAYS, AND OTHER DEVICES FOR THE REQUIRED OPERATION SEQUENCE OF COMPLETE INSTALLATION OF THE ELECTRICAL WORK SHALL BE PROVIDED UNDER THIS SECTION OF THESE C. LED TROFFERS: ALL ELECTRICAL, MECHANICAL, AND OTHER SYSTEMS OR EQUIPMENT. SPECIFICATIONS. 1. WALL SENSOR SWITCH SHALL BE WATT STOPPER DUAL TECHNOLOGY OCCUPANCY SENSOR LEVITON MODEL #OSSMT-GD (FOR SINGLE POLE SWITCHING) & LEVITON MODEL #OSSMD-GD FOR (DUAL SWITCHING). 1. LED DRIVERS, MODULES, AND REFLECTOR SHALL BE ACCESSIBLE, SERVICEABLE, AND REPLACEABLE FROM BELOW THE C. PERFORM ALL WORK IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO THE 1.05 SPECIAL REQUIREMENTS CEILING. OCCUPANTS, NOR INTERFERE WITH THE ACTIVITIES IN THE BUILDING. 2. CEILING SENSOR SWITCH SHALL BE WATT STOPPER DUAL -TECHNOLOGY MODE. 2. HOUSING, LED DRIVER, AND LED MODULE SHALL BE PRODUCTS OF THE SAME MANUFACTURER. A. THE DRAWINGS INDICATE GENERAL ARRANGEMENT OF CIRCUITS OUTLETS LOCATIONS OF MOTOR CONTROLLERS WITH D. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE EACH POWER INTERRUPTION WITH OWNER, AND SHALL PROVIDE AT DISCONNECTS, PANELBOARDS, CONDUIT ROUTING, AND OTHER WORK. INFORMATION SHOWN ON THE DRAWINGS IS 3. PROVIDE 120/277V CEILING SENSOR POWER PACK INSTALLED IN J-BOX NEXT TO LIGHTING CIRCUIT. LEAST TWO WEEKS NOTICE OF PROPOSED INTERRUPTION AND WORK TO BE ACCOMPLISHED. ESSENTIALLY DIAGRAMMATIC; HOWEVER, RECIRCUITING OR RELOCATING ELECTRICAL EQUIPMENT WILL NOT BE PERMITTED 2.13 CIRCUIT AND MOTOR DISCONNECTS WITHOUT SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. 2.08 RECEPTACLES A. DISCONNECT (SAFETY) SWITCHES SHALL BE FUSED, HEAVY DUTY TYPE SWITCHES MEETING NEMA SPECIFICATIONS. 1.06 SUBMITTALS A. DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE, 20 AMPS, 125 VOLTS, 3-WIRE, SIDE -WIRED WITH BINDING SCREWS, SWITCHES SHALL BE PROVIDED WITH REJECTION TYPE FUSE BLOCKS. PROVIDE SWITCHES WITH THE NUMBER OF POLES, 3.04 CORE CUTTING, DRILLING, AND PATCHING PARALLEL SLOTS, U-GROUND, PLASTER EARS AND CAPTIVE MOUNTING SCREWS. BODY SHALL BE PHENOLIC, PLASTIC, OR THE VOLTAGE, CURRENT AND HORSEPOWER RATINGS AS REQUIRED. PROVIDE EXTERNALLY OPERABLE QUICK -MAKE, A. AFTER AWARD OF THE CONTRACT AND BEFORE ANY MATERIALS ARE DELIVERED TO THE JOB SITE, A COMPLETE LIST OF ALL BAKELITE. RECEPTACLES SHALL BE HEAVY-DUTY, 3-BLADE CURRENT CARRYING CONTACT AND DOUBLEWIDE FLAT BLADE QUICK -BREAK TYPE MECHANISM WITH COVER INTERLOCK AND PADLOCKABLE IN EITHER THE OPEN OR CLOSED POSITION. A. NO HOLES WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR MATERIALS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION MUST BE PROVIDED. GROUND CONTACTS. PROVIDE ARROW HART 5242-1 HUBBELL 5242-1 OR LEVITON 5242-1. STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. B. SWITCHES SHALL BE NEMA 3R (RAIN TIGHT ENCLOSURE) WHERE INDICATED TO BE OUTDOORS WEATHERPROOF. B. SUBMIT TO THE ENGINEER FOR APPROVAL ONE PRINT AND ONE REPRODUCIBLE OF ALL LIGHTING FIXTURES, SWITCHGEAR, B. SINGLE RECEPTACLES SHALL BE SPECIFICATION GRADE, GROUNDING TYPE, SIDE -WIRED, WITH BINDING SCREWS, AND 3.05 INSTALLATION PANELBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, AND MOTOR STARTERS. SHOP DRAWINGS SHALL INCLUDE SHALL HAVE STANDARD SIZE IVORY BAKELITE BASE. FOR CIRCUITS CONSISTING OF ONE SINGLE RECEPTACLE ONLY, MANUFACTURER'S PRINTED INFORMATION FOR EACH OF THESE ITEMS IDENTIFIED ON THE DRAWINGS. THE INFORMATION AMPERE RATING OF RECEPTACLE SHALL BE THE SAME AS CIRCUIT BREAKER OF FUSE. FOR RECEPTACLES RATED 15 C. PROVIDE NAMEPLATE INDICATING EQUIPMENT SERVED. ALL GENERAL SNAP SWITCHES OPERATING MOTOR LOADS SHALL BE SHALL INCLUDE, AS MINIMUM, OVERALL DIMENSIONS, WEIGHT, PHASE, VOLTAGE RATINGS, WIRING DIAGRAMS, AND AMPS/125 VOLTS, PROVIDE NEMA 5 15R, ARROW HART 5251 1. FOR RECEPTACLES RATED 20 AMPS / 125 VOLTS, PROVIDE HORSEPOWER RATED OR BE RATED AT LEAST 125% OF THE FULL LOAD CURRENT. A. WORKMANSHIP IS TO BE NEAT, BY EXPERIENCED WORKMEN WITH ADEQUATE SUPERVISION, AND IN LINE WITH NORMAL NAMEPLATE DATA. NEMA 5-20R, ARROW -HART 5721-I, OR EQUAL. INDUSTRY WORK PRACTICES. 2.14 TRANSFORMERS 1.07 STANDARDS AND MATERIALS 2.09 DEVICE PLATES B. MAINTAIN WORKING CLEARANCE AROUND ELECTRICAL EQUIPMENT, IN ACCORDANCE WITH CODE REQUIREMENTS AS A A. UNLESS OTHERWISE SPECIFIED, DRY TYPE TRANSFORMERS SHALL BE IN ACCORDANCE WITH NEMA, NEC AND AS SHOWN ON MINIMUM. A. ALL MATERIALS SHALL CONFORM WITH THE CURRENT APPLICABLE INDUSTRY STANDARDS, NEMA (NATIONAL ELECTRICAL 1. PROVIDE PLATES FOR ALL SWITCHES, RECEPTACLES, JUNCTION BOXES, TELEPHONE AND OTHER OUTLETS. THE DRAWINGS. TRANSFORMERS SHALL BE UL LISTED OR LABELED. MANUFACTURER'S ASSOCIATION), ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE), IPCEA (INSULATED POWER CABLE C. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL ENGINEERS ASSOCIATION), IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS), NATIONAL ELECTRICAL SAFETY 2. PROVIDE ENGRAVED OR ETCHED PLATES FOR ALL LOCK SWITCHES, PILOT SWITCHES, SWITCHES FROM WHICH EQUIPMENT B DRY TYPE TRANSFORMERS SHALL HAVE THE FOLLOWING FEATURES: MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, FURNISH AND INSTALL ALL REQUIRED SUPPORTS AND WIRING TO CODE. OR CIRCUIT CONTROLLED CANNOT BE READILY SEEN, THREE OR MORE SWITCHES UNDER A COMMON PLATE AND FOR CLEAR THE ENCROACHMENT. SWITCHES AS INDICATED. B. UNLESS OTHERWISE INDICATED, ALL MATERIALS SHALL BE UNDERWRITERS LABORATORIES LISTED AND LABELED, OR 1. SELF -COOLED BY NATURAL CONVECTION, ISOLATING WINDINGS, INDOOR, DRY TYPE. AUTOTRANSFORMERS WILL NOT BE CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 3. STAINLESS STEEL PLATES SHALL BE AMERICAN IRON AND STEEL INSTITUTE (AISI) TYPE 302, WITH BEVELED EDGES, 0.040" ACCEPTED. THICK WITH SATIN SMOOTH FINISH. "SMOOTHIE," HUBBELL #97071 SERIES. C. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE ELECTRICAL MECHANICAL EFFICIENCY. 2. RATING SHALL BE AS SHOWN ON THE DRAWINGS. DEFECTIVE AND DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL APPROVAL AND ACCEPTANCE. 4. PLASTIC COVER PLATE SHALL BE HIGH IMPACT THERMOPLASTIC, HIGH STRENGTH, SCRATCH -RESISTANT, SMOOTH AND THE DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT THAN CODES, STATUTES, OR SELF -EXTINGUISHING, HUBBELL "PI" SERIES OR PASS & SEYMOUR RP SERIES. 3. TRANSFORMERS SHALL HAVE COPPER WINDINGS. ORDINANCES IN EFFECT. APPLICABLE CODES, STANDARDS, ORDINANCES, AND STATUTES TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT OR CONFLICT WITH THE DRAWINGS OR SPECIFICATIONS. 5. WHERE OUTLETS ARE INDICATED TO BE WEATHERPROOF, PROVIDE AN AISI TYPE 302 STAINLESS WITH DOUBLE HINGED COVERS, PASS & SEYMOUR #WPD-8. 4. RATINGS SHOWN ON THE DRAWINGS ARE FOR CONTINUOUS -DUTY WITHOUT THE USE OF COOLING FANS. 1.08 DELIVERY AND STORAGE OF MATERIALS 6. GALVANIZED STEEL PLATES SHALL BE SQUARE OR RECTANGULAR AND HOT DIPPED GALVANIZED OR SHERARDIZED, 5. TRANSFORMERS 30 KVA AND LARGER: UL RATED 220 DEGREES C SYSTEM HAVING AN AVERAGE MAXIMUM RISE BY A. THE CONTRACTOR SHALL INVESTIGATE EACH SPACE IN THE BUILDING THROUGH WHICH EQUIPMENT MUST PASS TO REACH BEVELED EDGES AND 0.040" THICK. GALVANIZED STEEL PLATES SHALL BE USED IN UTILITY AREA. RESISTANCE OF 150 DEGREES C IN A MAXIMUM AMBIENT OF 40 DEGREES C. ITS FINAL LOCATIONS. IF NECESSARY, THE MANUFACTURER SHALL BE REQUIRED TO SHIP HIS MATERIAL IN SECTIONS, SIZED TO PERMIT PASSING THROUGH SUCH RESTRICTED AREAS IN THE BUILDING. 7. PROVIDE PLATES EQUIPPED WITH CLOSE FITTING OPENINGS FOR THE EXACT DEVICE TO BE USED. PROVIDE PLATES FOR 6. TRANSFORMERS BELOW 30 KVA: SAME AS FOR 30 KVA AND LARGER OR UL RATED 185 DEGREES C SYSTEM HAVING AN TELEPHONE OUTLETS EQUIPPED WITH BUSHED OPENINGS. AVERAGE MAXIMUM RISE BY RESISTANCE OF 115 DEGREES C IN A MAXIMUM AMBIENT OF 40 DEGREES C. B. THE CONTRACTOR SHALL RETAIN IN HIS POSSESSION AND SHALL BE RESPONSIBLE FOR ALL PORTABLE AND DETACHABLE PARTS OF PORTIONS OF INSTALLATIONS SUCH AS FUSES, KEY LOCKS, ADAPTERS, BLOCKING CLIPS, AND INSERTS UNTIL 8. REFER TO SECTION 3.08 FOR LABELING OF PLATES. FINAL COMPLETION OF WORK. THESE PARTS SHALL BE DELIVERED TO THE OWNER UPON COMPLETION OF THE WORK. 7, PRIMARY AND SECONDARY TAP CONNECTIONS SHALL BE BRAZED OR PRESSURE TYPE. 9. COVER PLATES ON PRESSED STEEL OUTLET BOXES IN FURRED AREAS, ATTICS, ETC., OR EXPOSED IN MECHANICAL PART 2 PRODUCTS EQUIPMENT ROOMS SHALL BE OF THE SAME MATERIAL AS THE OUTLET BOX. 8. CERTIFIED SOUND LEVELS DETERMINED IN ACCORDANCE WITH NEMA, SHALL NOT EXCEED THE FOLLOWING: 2.01 EQUIPMENT AND MATERIALS 10. COVER PLATES IN LOCATIONS CONCEALED FROM PUBLIC VIEW SHALL HAVE THE CIRCUIT NUMBERS AND SOURCE FEED TRANSFORMER RATING SOUND LEVEL RATING POINT HAND LABELED WITH MARKING BLACK PEN (PERMANENT MARKER). SEE SECTION 3.08 FOR LABELING. 0 - 9 KVA 40 DB A. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW, FREE FROM DEFECTS, AND SHALL BE 10 - 50 KVA 45 DB GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE OF THE WORK. SHOULD ANY TROUBLE DEVELOP 11. PROVIDE PLASTIC COVER PLATES UNLESS NOTED OTHERWISE DURING THEIR PERIOD DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE CONTRACTOR SHALL FURNISH ALL 51 -150 KVA 50 DB NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT ANY COST TO THE OWNER. ANY DEFECTIVE 2.10 PANELBOARDS 151 - 300 KVA 55 DB MATERIAL OR INFERIOR WORKMANSHIP NOTED AT THE TIME OF INSTALLATION SHALL BE CORRECTED IMMEDIATELY TO THE 301 - 500 KVA 60 DB SATISFACTION OF THE OWNER. A. FURNISH AND INSTALL ALL BRANCH CIRCUIT PANELBOARDS AS HEREINAFTER SPECIFIED AND AS SHOWN ON THE DRAWINGS. PANELBOARDS SHALL BE OF THE DEAD FRONT SAFETY TYPE EQUIPPED WITH THE THERMAL MAGNETIC 40°C 9, SINGLE PHASE TRANSFORMERS RATED 15 KVA THROUGH 25 KVA SHALL HAVE TWO, 5 PERCENT FULL CAPACITY TAPS BELOW B. ALL MAJOR EQUIPMENT COMPONENTS SHALL HAVE THE MANUFACTURER'S NAME, ADDRESS, MODEL NUMBER, AND SERIAL CIRCUIT BREAKERS. NORMAL RATED PRIMARY VOLTAGE. ALL TRANSFORMERS RATED 30 KVA AND LARGER SHALL HAVE TWO, 2-1/2 PERCENT FULL NUMBER PERMANENTLY ATTACHED IN A CONSPICUOUS MANNER. CAPACITY TAPS ABOVE, AND FOUR, 2-1/2 PERCENT FULL CAPACITY TAPS BELOW NORMAL RATED PRIMARY VOLTAGE. B. CIRCUIT BREAKERS SHALL BE RATED MINIMUM 10,000 AMPS RMS SYMMETRICAL INTERRUPTING CAPACITY AND SHALL BE 2.02 CONDUIT THE NUMBER OF POLES AND CURRENT CAPACITY AS INDICATED ON THE PANEL SCHEDULE. BRANCH CIRCUIT PANELBOARDS 10. CORE ASSEMBLIES SHALL BE GROUNDED TO THEIR ENCLOSURES BY ADEQUATE FLEXIBLE GROUND STRAPS. SHALL BE SQUARE-D OR EATON/CUTLER HAMMER WITH LUGS UL LISTED FOR USE WITH 75°C WIRE. A. PROVIDE RACEWAYS AS INDICATED ON THE DRAWINGS AND AS HEREIN SPECIFIED. CONDUITS SHALL BE RIGID STEEL "GRC" (THICK WALL) GALVANIZED; ELECTRICAL METALLIC TUBING "EMT" (THIN WALL); FLEXIBLE STEEL, GALVANIZED; LIQUID -TIGHT, C. DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OR ALL CIRCUIT AND 11. OUTDOOR ENCLOSURES SHALL BE NEMA 3R. FLEXIBLE STEEL CONDUIT WITH GROUND BOND; ALUMINUM CONDUIT; OR SCHEDULE 40 PVC. PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. 12. TEMPERATURE RISE AT HOTTEST SPOT SHALL CONFORM TO NEMA STANDARDS, AND SHALL NOT BAKE AND PEEL OFF THE B. ALL EMPTY CONDUITS (CO) SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE INDICATED ON THE DRAWING. D. PROVIDE NAMEPLATE FOR ALL PANELBOARDS, ENGRAVED WHITE LETTERS ON BLACK BACKGROUND INSTALL NAME PLATES ENCLOSURE PAINT AFTER THE TRANSFORMER HAS BEEN PLACED IN SERVICE. ON THE TRIM ABOVE DOOR. C. WHERE CONDUIT CROSSES AN EXPANSION JOINT, PROVIDE APPROVED FITTINGS WHICH ALLOW DEFLECTIONS EQUIVALENT 13. VENTILATION OPENINGS SHALL PREVENT ACCIDENTAL ACCESS TO LIVE COMPONENTS. TO TWICE THE MOVEMENT ALLOWED BY THE DESIGN. E. ALL WIRING SHALL BE NEATLY ARRANGED AND LACED TOGETHER. 2.03 CONDUCTORS F. ALL CIRCUIT BREAKERS USED FOR HVAC LOADS SHALL BE RATED "HACR". C. TRANSFORMERS SHALL BE DESIGNED TO WITHSTAND THE OVERHEATING EFFECTS CAUSED BY HARMONICS RESULTING FROM NON -LINEAR (NON -SINUSOIDAL) LOADS SUCH AS OFFICE EQUIPMENT USING SOLID-STATE SWITCHING POWER A. PROVIDE A COMPLETE SYSTEM OF CONDUCTORS IN RACEWAY SYSTEMS AS SHOWN ON THE DRAWINGS AND THEN HEREIN G. BUS BARS SHALL BE RECTANGULAR IN CROSS SECTION CONSTRUCTED OF COPPER. NEUTRAL AND GROUND BUSES SHALL SUPPLIES (I.E. COMPUTERS, LASER PRINTERS AND COPIERS) SPECIFIED. BE FULL SIZE. D. COPPER COILS - NEUTRALS SHALL CARRY AT LEAST 200% OF NORMAL PHASE CURRENT. B. LIGHTING AND POWER CONDUCTORS SHALL BE COPPER, 600 VOLT, TYPE THWN/THHN, NO. 12 MINIMUM UNLESS OTHERWISE 2.11 INTERIOR LIGHTING FIXTURES NOTED. E. MINIMUM EFFICIENCY DESIGNED TO SUPPLY CIRCUITS WITH A HARMONIC PROFILE EQUAL TO OR LESS THAN A K FACTOR OF A. FURNISH, INSTALL AND WIRE LIGHTING FIXTURES SCHEDULED OR INDICATED BY TYPE DESIGNATION ON THE DRAWINGS. IF 13 WITHOUT EXCEEDING SPECIFIED TEMPERATURE RISE. TRANSFORMERS WITH K FACTOR OF 13 SHALL BE PROVIDED, IF K C. CONTROL CONDUCTORS SHALL BE 600V, TYPE THWN/THHN, NO.14 MINIMUM SIZE UNLESS OTHERWISE NOTED. TYPE DESIGNATION IS OMITTED, FIXTURES SHALL BE OF THE SAME TYPE AS SHOWN FOR ROOMS OF SIMILAR USAGE. FACTOR IS NOT SHOWN ON CONTRACT DRAWINGS. VERIFY BEFORE PURCHASE AND INSTALLATION. NO ALTERNATIVE FIXTURES WILL BE ACCEPTED. 2.04 FITTINGS B. LOCATIONS OF FIXTURES ON ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. VERIFY LOCATION AND SPACING WITH F. INSTALLATION OF TRANSFORMERS SHALL BE IN ACCORDANCE WITH THE NEC, AS RECOMMENDED BY THE EQUIPMENT A. CONNECTOR, COUPLING, LOCKNUT, BUSHINGS AND CAPS USED WITH RIGID CONDUIT SHALL BE STEEL, THREADED AND ARCHITECTURAL REFLECTED CEILING PLANS AND OTHER REFERENCE DATA BEFORE PURCHASING. COORDINATE SPACE MANUFACTURER AND AS SHOWN ON THE DRAWINGS. GALVANIZED. BUSHINGS SHALL BE INSULATED. CONDITIONS, INCLUDING HEADROOM CLEARANCES AND INTERFERENCES WITH CEILING COMPONENTS SUCH AS DUCTS, OPENINGS, BEAMS AND PIPING PRIOR TO INSTALLATION. G. INSTALL THE TRANSFORMERS WITH ADEQUATE CLEARANCE AT A MINIMUM OF 6 INCHES FROM WALL AND ADJACENT B. EMT FITTINGS, CONNECTORS AND COUPLINGS SHALL BE STEEL, ZINC, OR CADMIUM PLATED, COMPRESSION TYPE, WITH EQUIPMENT FOR AIR CIRCULATION TO REMOVE THE HEAT PRODUCED BY TRANSFORMERS. INSULATED THROAT. C. CHECK THE ARCHITECTURAL FINISHES AND, REGARDLESS OF THE CATALOG PREFIXES AND SUFFIXES SHOWN, FURNISH FIXTURES WITH THE PROPER TRIM, FRAMES, SUPPORTS, HANGERS AND OTHER MISCELLANEOUS APPURTENANCES OR H. TRANSFORMERS SHALL MEET THE DOE ENERGY EFFICIENCY REQUIREMENTS LISTED IN 10 CFR 431. C. FLEXIBLE STEEL CONDUIT CONNECTORS SHALL BE TWIST -IN -TYPE WITH INSULATED THROAT. THE FINISH SHALL BE ZINC OR PROPERLY COORDINATE WITH SAID FINISHES. WHERE REQUIRED, FURNISH REINFORCING FOR CEILING CONSTRUCTION TO CADMIUM PLATING. SUPPORT THE WEIGHT OF THE FIXTURES. 2.15 ELECTRICAL CONNECTIONS D. EMT CONDUIT FITTINGS SHALL BE THE COMPRESSION TYPE; SET SCREW FITTINGS SHALL NOT BE USED. D. FIXTURES SHALL BE FREE OF LIGHT LEAKS AND DESIGNED TO PROVIDE SUFFICIENT VENTILATION OF LAMPS AND BALLASTS, t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION gD P E D n 21 2 2 1d Y OF MO S 54W5LOPM S VICES ,0P\\ 1 in i_ry c+ c.Jlte 106 A�EaWjhds,'�iA 9g020 hone:425.458.?700 B 0.3770 rr. �'Udesi nwesten .com 9 9 nEcIGN wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 ELECTRICAL SPECIFICATIONS ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO E=2m2 22011 Designer Author 22-101 O N ry c a� U 11 w N 0 N a') .5 U) M N f6 0- 0 E w 0 N N_ N O N a� U) co N c>3 0- 0 E w 0 N N 2EKa ELECTRICAL SPECIFICATIONS A. VERIFY LOCATION OF EACH OUTLET FOR POWER, SIGNAL, TELEPHONE/DATA, AND EACH LIGHTING FIXTURE WITH ARCHITECT PRIOR TO ROUGH -IN. INCLUDE IN BID COST OF RELOCATING EACH ITEM WITHIN TEN -FEET RADIUS OF ITS INDICATED LOCATION. B. ALL CONDUIT TO BE RUN CONCEALED UNLESS OTHERWISE NOTED. ALL CONDUITS SHALL BE ROUTED OVERHEAD IN CEILING SPACES. NO CONDUITS SHALL BE PERMITTED IN CONCRETE SLAB, MASONRY WALLS UNLESS SPECIFICALLY SO INDICATED. CONDUIT SHALL BE RUN SO AS NOT TO INTERFERE WITH OTHER PIPING FIXTURES OR EQUIPMENT. C. WHERE ALLOWED, EXPOSED CONDUIT RUNS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS, OR INTERSECTION OF VERTICAL PLANES AND CEILINGS. D. ALL ELECTRICAL CONDUITS AND OTHER ELECTRICAL RACEWAYS PASSING THROUGH FIRE RATED CEILINGS, SLABS, CABLE TRAYS, WALLS AND PARTITIONS SHALL BE SEALED TO PREVENT THE SPREAD OF FIRE, SMOKE, AND GASSES. USE A UL LISTED AND APPROVED FIRE -STOP MATERIAL EQUAL TO RATING OF A WALL OR A FLOOR SLAB PENETRATED; INSTALLATION OF FIRE -STOP MATERIAL SHALL BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. E. UNLESS WRITTEN PERMISSION IS GRANTED BY THE ARCHITECT, NO MATERIAL SHALL BE MOUNTED ON THE EXTERIOR WALLS OR PARAPET TOP OF THE BUILDING. F. ALL ROTATING ELECTRICAL EQUIPMENT SHALL BE SUPPLIED WITH A FLEXIBLE, LIQUID -TIGHT CONDUIT WITH APPROPRIATE SLACK AND SHALL NOT EXCEED THIRTY-SIX (36) INCHES. G. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT. H. TELEPHONE WIRES SHALL BE PLENUM RATED CABLE FOR MOUNTING IN CEILING SPACES WITHOUT CONDUIT UNLESS OTHERWISE NOTED. I. ALL WIRES FOR ALL SYSTEMS SHALL BE CONTINUOUS FROM SWITCH TO TERMINAL OR FURTHEST OUTLET. NO JOINTS SHALL BE MADE EXCEPT IN PULL, JUNCTION OR OUTLET BOXES, OR IN PANEL OR SWITCHBOARD GUTTERS. J. ALL RECEPTACLE, CONTROL DEVICE, AND SWITCH MOUNTING HEIGHTS SHALL BE COORDINATED WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. 3.06 GROUNDING A. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AS INDICATED ON DRAWINGS AND AS REQUIRED BY THE LATEST EDITION OF APPLICABLE CODES. B. FURNISH AND INSTALL ALL GROUNDING CONDUCTORS, CONDUIT AND CLAMPS. THE SIZE OF THE GROUNDING CONDUCTORS SHALL BE NOT LESS THAN THAT SPECIFIED IN THE NEC. C. BUILDING GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 25 OHMS. D. EACH BRANCH CIRCUIT SHALL BE EQUIPPED WITH CODE SIZE GREEN GROUND, EQUIPMENT WIRE (PER NEC 250-95) (NOT INDICATED ON DRAWINGS) WITHIN THE SAME CONDUIT FOR ALL CIRCUITS OF PANELBOARDS. 3.07 BRANCH CIRCUITS A. NO MORE THAN THREE BRANCH CIRCUITS PERMITTED IN ONE CONDUIT UNLESS INDICATED OTHERWISE 3.08 IDENTIFICATION A. THE FOLLOWING ITEMS SHALL BE EQUIPPED WITH NAMEPLATES: 1. ALL MOTORS, MOTOR STARTERS, CONTROL PANELS, MOTORS CONTROL REMOTE STATIONS. 2. ALL DISCONNECT AND SAFETY SWITCHES, MAIN DISTRIBUTION PANEL FEEDER OVERCURRENT DEVICES AND SPARES, CIRCUIT EQUIPMENT IN SEPARATE ENCLOSURES. 3. SPECIAL ELECTRICAL SYSTEMS SHALL BE PROPERLY IDENTIFIED AT JUNCTION AND PULL BOXES 4. ALL BRANCH CIRCUIT PANEL BOARDS SHALL HAVE IDENTIFYING ENGRAVED PLASTIC NAMEPLATES. ALSO, PROVIDE A TYPED DIRECTORY CARD FOR EACH BRANCH CIRCUIT PANELBOARD. THE CARD IS TO BE PLACED ON THE INTERIOR SIDE OF THE PANELBOARD DOOR BEHIND A CLEAR PLASTIC SHIELD. THE CARD SHALL IDENTIFY EACH CIRCUIT BY NUMBER, LOAD, AND LOCATION. 5. IN GENERAL, EQUIPMENT SHALL BE IDENTIFIED AS DESIGNATED ON THE ELECTRICAL DRAWINGS. NAMEPLATES FOR PANELBOARDS AND SWITCHBOARDS SHALL INCLUDE THE PANEL DESIGNATION, VOLTAGE AND PHASE OF THE SUPPLY. THE NAME OF THE MACHINE SHALL BE THE SAME AS THE NAME USED ON ALL MOTOR STARTERS, DISCONNECTS, AND P.B STATION NAMEPLATES FOR THAT MACHINE. B. NAMEPLATES SHALL BE FABRICATED AS FOLLOWS: 1. NAMEPLATE MATERIALS SHALL CONSIST OF 3-PLY, 1/16" LAMINATED PLASTIC WITH WHITE CORE FOR LETTERING AND BLACK BACKGROUND. 2. CAPITAL LETTERS SHALL BE USED. 3. NAMEPLATES SHALL BE FASTENED WITH CADMIUM -PLATED SELF -TAPPING NO. 6 SCREWS 1/4" LONG 4. THE MINIMUM SIZE OF ALL NAME PLATES AND LETTERING SHALL BE 3/4" HIGH BY 2" LONG WITH 1/4" LETTERS. 3.09 PROTECTION A. USE ALL MEANS NECESSARY TO PROTECT THE WORK AND MATERIALS FROM LOSS DURING AND AFTER INSTALLATION, AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING THE PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND GOOD CONDITION OF ALL WORK UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER. REPLACE ALL DAMAGE OR DEFECTIVE WORK, MATERIAL, AND EQUIPMENT AT NO EXPENSE TO THE OWNER BEFORE REQUESTING FINAL ACCEPTANCE. 3.10 CLEANING OF EQUIPMENT, MATERIAL, AND PREMISES A. SITE SHALL BE LEFT BROOM CLEAN AFTER COMPLETION OF WORK EACH DAY. UPON COMPLETION OF THE WORK, LEAVE THE PREMISES CLEAN OF ALL DIRT AND DEBRIS. B. ALL EQUIPMENT AND MATERIAL CONNECTED WITH THIS PROJECT SHALL BE INSTALLED COMPLETE, THOROUGHLY CLEANED, AND ALL RESIDUE REMOVED FROM INSIDE SURFACES. EXTERIOR SURFACES OF ALL MATERIAL AND EQUIPMENT SHALL BE CLEANED AND DELIVERED IN A PERFECT, UNBLEMISHED CONDITION. 3.11 HANDLING OF WIRE AND CABLE A. HANDLE WIRE AND CABLE SO AS TO AVOID DAMAGE TO CONDUCTORS AND TAKE EVERY PRECAUTION TO AVOID SHARP BENDING OR SCORING OF THE CABLE. CABLE SHALL NOT BE LAID NOR DRAGGED UPON THE GROUND. B. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE AT HIS OWN EXPENSE ALL WIRE AND CABLE DAMAGED DUE TO IMPROPER HANDLING, AND SHALL PAY FOR THE NEW WIRE OR CABLE. 3.12 TESTING AND INSPECTIONS A. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF THE WORK UNDER THIS CONTRACT. B. THE CONTRACTOR SHALL REPLACE ALL DAMAGED OR DEFECTIVE EQUIPMENT OR WORK. C. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY AND CIRCUIT INTEGRITY BY THE CONTRACTOR. ADJUSTMENTS SHALL BE MADE FOR CIRCUITS NOT COMPLYING WITH TESTING CRITERIA. D. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND PERFORM ANY ADDITIONAL TESTS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM THOSE TESTS. THE COST OF THE FOREGOING ITEMS SHALL BE PAID BY THE CONTRACTOR. E. THE CONTRACTOR SHALL FURNISH THE OWNER CERTIFICATES OF INSPECTION AND APPROVAL BY THE ELECTRICAL INSPECTION AUTHORITY ON ALL WORK COMPETED AS REQUIRED. F. TITLE 24 REQUIRES THE COMPLETION OF ALL APPLICABLE CERTIFICATES OF INSTALLATION AND CERTIFICATES OF ACCEPTANCE FOR LIGHTING SYSTEMS. THIS SHALL INCLUDE INDOOR AND OUTDOOR LIGHTING SYSTEMS. G. CONTRACT DRAWINGS AND SPECIFICATIONS, GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, ELECTRICAL PROVISIONS AND DIVISION-1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION. H. COMPLETE ALL TITLE 24 REQUIRED CERTIFICATE(S) OF INSTALLATION (NRCI) AND CERTIFICATE(S) OF ACCEPTANCE (NRCA) TO BE COMPLETED PER THE CONTRACT DOCUMENTS. I. RESPONSIBILITIES OF INSTALLING CONTRACTORS A.A. GENERAL CONTRACTOR (GC) a. ENSURE THAT ALL CONTRACTORS IDENTIFIED AS THE CONTRACTOR RESPONSIBLE FOR ACCEPTANCE TESTING AND COMPLETION OF THE TITLE 24 CERTIFICATE(S) OF ACCEPTANCE ARE CERTIFIED BY THE STATE OF CALIFORNIA OR ITS DESIGNATED BODY TO CONDUCT EACH RESPECTIVE TEST. A.A. ELECTRICAL CONTRACTOR (EC) a. VERIFY PROPER INSTALLATION AND PERFORMANCE OF ALL ELECTRICAL SERVICES PROVIDED. b. COMPLETE TITLE 24 CERTIFICATE(S) OF INSTALLATION AND MANUFACTURER'S PRE -START CHECKLISTS PRIOR TO SCHEDULING STARTUP/PROGRAMMING OF LIGHTING CONTROL EQUIPMENT. i. RETAIN CERTIFICATE(S) OF INSTALLATION IN A 3-RING BINDER IN AN ORGANIZED FASHION. BINDER IS TO REMAIN ON THE JOB SITE ii. MAKE CERTIFICATE(S) OF INSTALLATION AVAILABLE FOR BUILDING INSPECTOR'S REVIEW. iii. RETAIN CALIBRATION RECORDS FOR EQUIPMENT PROVIDED WITH MANUFACTURER CALIBRATED SENSORS IN THE CERTIFICATE(S) OF INSTALLATION BINDER. iv. CORRECT LABELING OF ALL CIRCUITS WITH CONNECTED EQUIPMENT. c. COMPLETE THE CERTIFICATE(S) OF ACCEPTANCE PER THE CONTRACT DOCUMENTS. i. THE COMPANY INSTALLING THE LIGHTING SYSTEMS MUST BE AN AUTHORIZED LIGHTING CONTROLS ACCEPTANCE TEST EMPLOYER CERTIFIED BY A LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN CERTIFICATION PROVIDER OR INCLUDE IN THEIR BID THE COST OF RETAINING AND OVERSEEING A CONTRACTOR WHO IS AN AUTHORIZED LIGHTING CONTROLS ACCEPTANCE TEST EMPLOYER TO COMPLETE THE ACCEPTANCE TESTING. ii. ALL REQUIRED ACCEPTANCE TESTING MUST BE COMPLETED BY A LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN EMPLOYED BY THE LIGHTING CONTROLS ACCEPTANCE TEST EMPLOYER. iii. RETAIN CERTIFICATE(S) OF ACCEPTANCE IN A 3-RING BINDER IN AN ORGANIZED FASHION. BINDER IS TO REMAIN ON THE JOB SITE iv. UPLOAD ALL CERTIFICATE(S) OF ACCEPTANCE TO THE CALIFORNIA TITLE 24 CERTIFICATES OF ACCEPTANCE DATABASE, IF, AT THE TIME OF PROJECT COMPLETION, THE DATABASE IS AVAILABLE TO THE PUBLIC. d. SUCCESSFUL COMPLETION OF THE REQUIRED ACCEPTANCE TESTS IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ANY COSTS ASSOCIATED WITH MODIFICATIONS NECESSARY TO OBTAIN COMPLIANCE AND RE -TESTING OF SYSTEMS SHALL BE INCLUDED IN THE BASE BID OF THIS PROJECT. 3.13 TELEPHONE AND DATA A. PROVIDE AND INSTALL COMPLETE SYSTEM OF CONDUIT WITH PULL LINES, BACKBOARDS, EQUIPMENT RACK, PULL BOXES, JUNCTION BOXES, OUTLET BOXES, AND PLASTER RINGS, FOR TELEPHONE/ DATA SYSTEMS, TO BE INSTALLED AS PART OF THIS BUILDING CONTRACT. B. PROVIDE OVERHEAD CONDUIT CONNECTIONS BETWEEN THE MAIN TELECOM ROOM AND THE NETWORK RACK. C. A FIRE RATED PLYWOOD BACK -BOARD SHALL BE PROVIDED OVER THE BACK OF THE TELEPHONE ROOM AS SHOWN ON THE DRAWINGS. PROVIDE NATIONAL ELECTRICAL CODE (NEC) SIZED GROUND CONDUCTOR FROM THE TELEPHONE BACKBOARD TO MAIN BUILDING GROUNDING SYSTEM. D. THE TELEPHONE AND DATA CONDUITS SHALL BE FROM OUTLET BOX TO 6" ABOVE THE ACCESSIBLE CEILING SPACE. CONDUIT RUNS OVER 200 FEET IN LENGTH, OR WITH MORE THAN TWO 90 DEGREE BENDS, SHALL BE PROVIDED WITH ACCESSIBLE PULL BOXES OF SIZES AS APPROVED BY THE OWNER. E. PULLWIRES SHALL BE INSTALLED IN ALL TELEPHONE/ DATA CONDUITS CONTINUOUS AND WITHOUT SPLICES, PROJECTING 36 INCHES OUT OF EACH END OF CONDUIT/OUTLET BOX. EQUIP ALL JUNCTION BOXES WITH PLASTER RINGS. t 425.778.1530 21911 76th Ave W. Suite 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com PRELIMINARY: NOT FOR CONSTRUCTION 0 P o E D n 21 2 2 1d Y OF MO S 54W5LOPM S VICES l 1 L F;�C ,0P\\ 1 in i_ry c+ c.Jlte 106 A�EaWjhds,'�iA 9g020 hone:425.458.?700 B 0.3770 rr. a d@designwesteng.com nEcIGN wEcT ENGINEERING MECHANICAL' ELECTRICAL' ENERGY CONSULTANTS EDMONDS MEDICAL PLAZA - SPEC SUITE 202 216116 76TH AVENUE WEST EDMONDS, WA 98026 ELECTRICAL SPECIFICATIONS ISSUANCE No. Description Date PROJECT INFORMATION PROJECT NUMBER: PROJECT LEAD: DRAWN BY: SHEET NO E=3m3 22011 Designer Author 22-101