WEST JORDAN, UTAH 84088 RESTROOM REMODEL · double-tier lockers owner provided contractor installed...

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

DESIGN TEAMOWNER

CANYONS SCHOOL DISTRICT9150 SOUTH 500 WESTSANDY, UTAH 84070PHONE: [email protected] JAKEMAN, PROJECT MANAGER

ARCHITECT

alt architecture1445 WEST 8660 SOUTHWEST JORDAN, UTAH 84088PHONE: [email protected] TONGISH, AIA

MECHANICAL

BRENKMAN & COMPANY1770 RESEARCH PARK WAY, SUITE 112LOGAN, UTAH 84341PHONE: [email protected] BRENKMAN, PE

7530 SOUTH 2700 EAST SANDY, UTAH

BUTLER MIDDLE SCHOOLRESTROOM REMODEL

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1445 W 8660 SWEST JORDAN, UTAH 84088

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COVER

G001

SHEET INDEX

GENERAL

G001 COVER

ARCHITECTURAL

A101 PLANS & ELEVATIONS

A102 SPECIFICATIONS

MECHANICAL

M100 MECHANICAL OVERVIEW

P100 PLUMBING OVERVIEW / DEMO

P101 PLUMBING CONSTRUCTION

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3/A101

STORAGE

102

RESTROOM

101

RESTROOM

104

OPEN

103

5/A1016/A1

01

4/A1

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7/A1

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NO WORK

NO WORK

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CONSTRUCTION NOTES1 INSTALL FLOOR MOUNTED TOILET, WASTE & PIPING. SEE ADA DIMENSIONS.

2 3 5/8" METAL STUDS @ 16" oc W/ 5/8" GLASS-MAT BACKER BOARD W/ LIQUID MEMBRANE (FULL HEIGHT) & FULL HEIGHT CERAMIC TILE.

3 INSTALL GRAB BARS, PAPER HOLDERS, & OTHER ACCESSORIES SALVAGED FROM DEMOLITION.

4 PATCH & REPAIR CONCRETE FLOORING FROM DEMOLITION. INSTALL NEW 2"x2" MOSAIC FLOOR TILE IN AREA SHOWN. PROVIDE SLOPE FROM WALLS TO EXISTING DRAIN. PROVIDE ADA COMPLIANT MARBLE THRESHOLD.

5 PATCH & REPAIR GYPSUM BOARD CEILING FROM DEMOLITION. INSTALL NEW 4"x4" CERAMIC WALL TILE TO MATCH @ REMOVED WALL TILES.

6 EXISTING SINK, & DISPENSERS TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.

7 INSTALL NEW 4"x4" CERAMIC TILE COVED BASE AROUIND PERIMETER OF ROOM.

8 EXISTING MIRROR TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.

9 RELOCATE FIRE ALARM TO FACE OF NEW WALL.

10 3 5/8" METAL STUDS @ 16" oc W/ 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE, PAINT.CENTER IN OPENING.

11 SOLID CORE WOOD DOOR W/ HOLLOW METAL FRAME, 4" HEAD, PAINT.INSTALL 4" FROM SIDE WALL.

12 4"x4" WALL TILE ON END OF CMU WALL.

13 ADA COMPLIANT FOLDING SEAT. PROVIDE BACKING IN WALL AS NEEDED.

14 SHOWER UNIT. SEE PLUMBING DRAWINGS.

15 DOUBLE-TIER LOCKES, OWNER PROVIDED, CONTRACTOR INSTALLED.

16 MARBLE THRESHOLD, MEETING ADA REQUIREMENTS.

GENERAL CONSTRUCTION NOTES1. INSTALL NEW WALL TILES AS NOTED FROM DEMOLITION.

2. DIMENSIONS & NOTES APPLY TO BOTH RESTROOMS.

113

14

24

6 15

8

11

10

12

3 7

7

3

5

9

4"

101

104

2'-1 3/8"

3'-0

" CLE

AR

FIELD VERIFY

8'-4" EXISTING

FIEL

D V

ERI F

Y

6'-0

" EXI

STIN

G

516

FD

LOCKER BASE. SEE8/A101

DOUBLE-TIER LOCKERSOWNER PROVIDEDCONTRACTOR INSTALLED

EXISTING CERAMIC TILE WALL

6" COVED TILE BASE2 SIDES

EXISTING SINK, SOAP DISPENSER, TOWEL DISPENSER TO REMAIN


6" METAL STUD BASE36" W x 11" DVERIFY DIMENSIONS

8

A101

42" GRAB BARSRE-USED FROM DEMOLITIONPROVIDE BLOCKING IN WALL AS REQUIRED

EXISTING TILED WALL

6" COVED TILEBASE

4" COVED TILE BASE

PATCH WALL TILE AS REQUIRED FROM DEMOLITION

18" VERTICAL GRAB BAR RE-USED FROM DEMOLITIONPROVIDE BLOCKING IN WALL AS REQUIRED

42" GRAB BARS

EXISTING CMU WALLBEYOND

3 5/8" METAL STUDS @ 16" ocW/ 5/8" GLASS-MAT BACKER BOARDW/ LIQUID MEMBRANE (FULL HEIGHT) & FULL HEIGHT CERAMIC TILE

6"

33" -

36"

MAX


17"-

19" M

AX

1'-6" 4" COVED TILE BASE

6" COVED TILE BASE

EXISTING CMU WALLBEYOND

3 5/8" METAL STUDS @ 16" oc W/ 5/8" GLASS MAT BACKER BOARD W/ 4"x4" CERAMIC TILE

COVE CERAMIC TILE BASE

EXTEND CERAMIC TILE AROUND CORNER

3'-2

"4'-0

"

1'-3 3/4"

2'-2 3/4"

CONTROLS LOCATION

SHOWER UNIT

33"-

36" M

AX

ADA FOLDING SHOWER SEATPROVIDE BACKING AS REQUIRED

14" GRAB BARSPROVIDE BLOCKING AS REQUIRED

RESTROOM

RESTROOM

DEMOLITION NOTES1 REMOVE PLUMBING FIXTURES. CAP UN-USED PIPING ABOVE CEILING.

2 REMOVE PARTITIONS & DOORS.

3 REMOVE GRAB BARS, PAPER HOLDERS, & OTHER ACCESSORIES.

4 NOT USED.

5 REMOVE EXISTING SINK, & TOWEL DISPENSER. CAP UN-USED PIPING ABOVE CEILING.

6 EXISTING SINK TO REMAIN. PROTECT FROM DAMAGE DURING DEMOLITION.

7 REMOVE BOTTOM COURSE OF TILE ALONG ALL WALLS.

8 EXISTING MIRROR TO REMAIN. PROTECT FROM DAMAGE DURING DEMOLITION.

9 REMOVE FIRE ALARM LOCATED ON WING WALL. RELOCATE TO NEW WALL LOCATION.

10 EXISTING FLOOR DRAIN. PROTECT DURING DEMOLITION.

5

1

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3

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1

98

7

7

7

GENERAL DEMOLITION NOTES1. REMOVE ALL DAMAGED EXISTING TILES INCLUDING CRACKS, SCREWS, BRACKETS, ETC.

2. DIMENSIONS & NOTES APPLY TO BOTH RESTROOMS.

13

31

7

5

2

6

9

8

7

7

10

10

6" METAL STUD BASE - 36" W x 11" D W/ SUPPORT @ EACH LOCKER EDGEVERIFY DIMENSIONS

OWNER PROVIDED LOCKERSCONTRACTOR INSTALLEDSECURE TO BASE 5/8" GLASS-MAT BOARD, 2 SIDES

6" COVED TILE BASE, 2 SIDESCAULK TOP, BOTTOM & CORNER

STUD FACE TO STUD FACE

11"

EXISTING CMU WALL

3 5/8" METAL STUDS @ 16" oc W/ 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE, PAINT

SOLID CORE WOOD DOOR W/ HOLLOW METAL FRAME, 2" HEAD, PAINT

RUBBER BASE

PREFINISHED LOUVER

EXISTING MIRRORS TO REMAIN

EXISTING CMU WALL

3 5/8" METAL STUDS @ 16" oc W/ 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE, EPOXY PAINT

SOLID CORE WOOD DOOR W/ HOLLOW METAL FRAME, 2" HEAD, PAINT

RUBBER BASE

8'-8

" FIE

LD V

ERIF

Y

4'-8" FIELD VERIFY

PREFINISHED LOUVER

HW SET NO: 1DOOR NUMBER: 101, 104

EACH TO HAVE:3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA KEYED PRIVACY W/ INDICATOR L9056J 06B L583-363 L283-722 626 SCH1 EA MORTISE CYLINDER 20-061 EF KEYWAY 626 SCH1 EA FSIC CORE 23-030 EF KEYWAY 626 SCH1 EA SURFACE CLOSER 4040XP EDA MC TBWMS 689 LCN1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE1 EA WALL STOP WS407CCV 630 IVE1 EA SET GASKETING 488SBK PSA BK ZER

USE LOCKTITE FOR FASTENERS ON EXITS, CLOSERS, LOCKSETS.

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PLANS &ELEVATIONS

A101

DEMOLITION PLAN

1/4" = 1'-0"2

FLOOR PLAN

1/4" = 1'-0"1

NORTH ELEVATION

1/4" = 1'-0"3

EAST ELEVATION

1/4" = 1'-0"4

SOUTH ELEVATION

1/4" = 1'-0"5

WEST ELEVATION

1/4" = 1'-0"6

LOCKER BASE

3/4" = 1'-0"8

DOOR ELEVATION (EXTERIOR)

1/4" = 1'-0"7

DOOR ELEVATION (INTERIOR)

1/4" = 1'-0"9

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DIVISION 1 - GENERAL REQUIREMENTSSEE DOCUMENTS PROVIDED BY CANYONS SCHOOL DISTRICT.

DIVISION 7 - MOISTURE PROTECTIONSEALANTSPROVIDE AND INSTALL SEALANTS COMPLYING WITH REQUIREMENTS INCLUDED HEREIN, IN ORDER TO ESTABLISH AND MAINTAIN AIRTIGHT, VERMIN PROOF, AND WATERPROOF CONTINUOUS SEALS ON A PERMANENT BASIS.

SEALANTS: ACRYLIC EMULSION LATEX (TYPE C): ASTM C834, SINGLE COMPONENT; COLOR AS SELECTED.

POLYURETHANE SEALANT: ASTM C920, TYPE M, GRADE NS, CLASS 25; MULTI-COMPONENT, CHEMICAL CURING, NON-STAINING, NON-BLEEDING, CAPABLE OF CONTINUOUS WATER IMMERSION, NON-SAGGING TYPE; COLOR AS SELECTED; SIKAFLEX 2C MANUFACTURED BY SIKA CORP.1. ELONGATION CAPABILITY: 25%2. SERVICE TEMPERATURE RANGE: 40° TO 165° F 3. SHORE A HARDNESS RANGE: 20 TO 30

SILICONE SEALANT: ASTM C920, TYPE S, NS, CLASS 25; SINGLE COMPONENT, FUNGUS RESISTANT, CHEMICAL CURING, NON-SAGGING, NON-STAINING, NON-BLEEDING; TRANSLUCENT WHITE COLOR; SANITARY 1700 MANUFACTURED BY GE SILICONES.1. ELONGATION CAPABILITY: 25%2. SERVICE TEMPERATURE RANGE: 80° TO 400° F 3. SHORE A HARDNESS RANGE: 31

ACCESSORIES: PRIMER: NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION.

JOINT CLEANER: NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS.

JOINT BACKING: ASTM D1056; ROUND, CLOSED CELL POLYETHYLENE FOAM ROD; OVERSIZED 30 TO 50 PERCENT LARGER THAN JOINT WIDTH; GREEN ROD MANUFACTURED BY NMC, INC.

BOND BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION.

INSTALLATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION. PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. COMPLY WITH MANUFACTURER'S INSTRUCTION. FILL SEALANT RABBET TO A SLIGHTLY CONCAVE SURFACE, SLIGHTLY BELOW ADJOINING SURFACES. WHERE HORIZONTAL JOINTS ARE BETWEEN A HORIZONTAL SURFACE AND VERTICAL SURFACE, FILL JOINT TO FORM A MINIMUM 1/4" RADIUS CONVEX COVE, SO THAT JOINT WILL NOT TRAP MOISTURE AND DIRT. CLEAN ADJOINING SURFACES BY WHATEVER MEANS MAY BE NECESSARY TO ELIMINATE EVIDENCE OF SPILLAGE.

SEALANT AT FIREWALL PENETRATIONS: FYRESTOP BY 3M OR EQUIVALENT INSTALLED PER UL-WL1001 TO ACHEIVE FIRE RATING NOTED.

DIVISION 8 - DOORS, WINDOWS, GLASSSTEEL DOORS & FRAMESCOMPLY WITH APPLICABLE REQUIREMENTS OF THE STEEL DOOR INSTITUTE "RECOMMENDED SPECIFICATIONS: STANDARD STEEL DOORS AND FRAMES."

FRAMES: 16 GAUGE, UNLESS NOTED OTHERWISE, GALVANIZED COLD-ROLLED STEEL, FULLY WELDED. PROVIDE MINIMUM OF 4 GALV. WIRE TYPE, CORRUGATED SHEET METAL, OR EXPANSION TYPE ANCHORS PER JAMB. PROVIDE FLOOR ANGLE ANCHORS.

GENERAL FABRICATION: FABRICATE STEEL DOOR UNITS TO BE RIGID, NEAT IN APPEARANCE AND FREE FROM DEFECTS, WARP OR BUCKLE. WHERE POSSIBLE, FIT AND ASSEMBLE UNITS IN MANUFACTURER'S PLANT. SHOP PRIME ALL HOLLOW METAL FRAMES.

HARDWARE PREPARATION: ALL DOORS AND FRAMES SHALL BE REINFORCED FOR HARDWARE IN THE FACTORY.

INSTALL HOLLOW METAL FRAMES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SET FRAMES ACCURATELY IN POSITION, PLUMBED AND ALIGNED. FIT DOORS ACCURATELY WITHIN FRAMES. SAND SMOOTH ALL RUST OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCH-UP COAT OF COMPATIBLE PRIMER.

WOOD DOORSCOMPLY WITH APPLICABLE REQUIREMENTS OF NWWDA INDUSTRY STANDARDS I.S. 1-A AND AWI 'ARCHITECTURAL WOODWORK QUALITY STANDARDS'.

SOLID CORE FLUSH WOOD DOORS: AWI SECTION 1300, CUSTOM GRADE, CONSTRUCTION MEETING AWI SPEC STANDARD #FPC-3: SOLID CORE WITH VENEER TO MATCH EXISTING SURROUNDING DOORS AND FINISHES.

INSTALL DOORS TO COMPLY WITH NWMA I.S. 1, AWI QUALITY STANDARDS, AND MANUFACTURER'S INSTRUCTIONS. FIT DOORS TO FRAMES WITH UNIFORM CLEARANCES AND BEVELS. MACHINE DOORS FOR HARDWARE IN FIELD. SEAL CUT SURFACES OF DOOR EDGES AFTER FITTING AND MACHINING. REFINISH OR REPLACE DOORS DAMAGES DURING INSTALLATION.

SUBMITTAL: SHOP DRAWINGS INDICATING LOCATIONS, SIZES, INSTALLATION DETAILS, FINISH, AND HARDWARE.

WARRANTY: MANUFACTURER'S STANDARD 5 YEAR WARRANTY.

FINISH HARDWARE: PROVIDE AND INSTALL FINISH HARDWARE THROUGHOUT THE WORK AS NEEDED FOR A COMPLETE INSTALLATION AND AS INDICATED ON DRAWINGS.

BLOCKING: COORDINATE WITH OTHER SECTIONS TO PROVIDE SOLID WOOD BLOCKING AT ALL LOCATIONS WHERE DOOR STOPS ARE TO BE MOUNTED TO DRYWALL PARTITIONS.

FASTENERS: PROVIDE NECESSARY SCREWS, BOLTS AND OTHER FASTENERS OF SUITABLE SIZE AND TYPE TO ANCHOR HARDWARE IN POSITION FOR LONG LIFE UNDER HARD USE. PROVIDE CONCEALED FASTENERS FOR HARDWARE UNITS WHICH ARE EXPOSED WHEN DOOR IS CLOSED.

INSTALL HARDWARE ITEMS AT HEIGHTS RECOMMENDED BY THE DOOR AND HARDWARE INSTITUTE, EXCEPT AS SPECIFICALLY REQUIRED TO COMPLY WITH LOCAL CODES. INSTALL HARDWARE IN COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. SET UNITS LEVEL, PLUMB AND TRUE.

ADJUST AND CHECK OPERATION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY.

HARDWARE SCHEDULE: AS INDICATED ON THE DRAWINGS.

DIVISION 9 - FINISHESGYPSUM BOARD ASSEMBLIESPROVIDE AND INSTALL SCREW-TYPE METAL SUPPORT SYSTEM (IF SO INDICATED), GYPSUM WALLBOARD, AND DRYWALL FINISHING OF PARTITIONS.

GYPSUM WALLBOARD: ASTM C36, TAPERED EDGE, 5/8" THICKNESS, 4'-0" WIDE IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE JOINTS.

FIRE RATED GYPSUM WALLBOARD: ASTMC36 FIRE RESISTIVE, UL RATED.

BACKER BOARD: MOISTURE BARRIER FACING W/ TREATED MOISTURE RESISTANT CORE. 'DENSHIELD' 'TILE GUARD' OR APPROVED EQUAL.

TRIM ACCESSORIES: PROVIDE MANUFACTURER'S STANDARD GALVANIZED STEEL TRIM WITH BEADS FOR CONCEALMENT OF FLANGES IN JOINT COMPOUND.

JOINT TREATMENT: ASTM C475, PAPER REINFORCING JOINT TAPE, WITH READY MIXED VINYL-TYPE JOINT COMPOUND, MULTIPURPOSE GRADE.

COMPLY WITH 'GYPSUM CONSTRUCTION HANDBOOK' BY UNITED STATES GYPSUM CO., GYPSUM ASSOCIATION GA-216 'RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD' AND ASTM C754 'INSTALLATION OF FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD, BACKING BOARD, OR WATER RESISTANT BACKING BOARD' FOR ALL INSTALLATION WORK.

FASTENERS FOR WALLBOARD: SINGLE LAYER BOARDS TO FRAMING: 1-1/4" TYPE W BUGLEHEAD SCREWS.

METAL ACCESSORIES FOR WALLBOARD: (1) EXTERNAL CORNERS: USG DUR-A-BEAD OR AS DETAILED. (2) METAL TRIM OF EDGES: USG 200-A OR 200-C AS DETAILED.

REINFORCING TAPE: U.S. GYPSUM PERF-A-TAPE OR EQUAL.

TILE SCOPE: FURNISH AND INSTALL ALL TILE FLOORS AND WALLS AS NOTED.

QUALITY CONTROL: ALL TILE MATERIALS AND INSTALLATION SHALL CONFORM TO THE RECOMMENDED PRACTICE OF THE TILE COUNCIL OF AMERICA.

MATERIALS: TILE: AS INDICATED ON THE DRAWINGS.

MORTAR: ANSI A118.1 DRY SET ANSI A118.4 LATEX MODIFIED, PORTLAND CEMENT SAND, LATEX ADDITIVE AND WATER.

ADHESIVE: (FOR THIN SET APPLICATIONS) ORGANIC ADHESIVE TYPE I ANSI A136.1.

GROUT: JOINTS IN FLOOR AND BASE; "HYDROMENT" EPOXY JOINT FILLER. COLOR TO MATCH. USE EPOXY GROUT ON FLOORS AND WALLS OF WET AREAS.

WATERPROOFING AND CRACK PREVENTION MEMBRANE: READY-TO-USE, ELASTOMERIC, WATERPROOFING AND CRACK PREVENTION MEMBRANE FOR ALL INTERIOR COMMERCIAL TILE INSTALLATIONS. EASILY APPLIED WITH ROLLER, TROWEL OR SPRAYER PRODUCING A CONTINUOUS MOISTURE BARRIER. MEETS ANSI A118.10 FOR WATERPROOFING MEMBRANES AND ANSI A118.12 FOR CRACK ISOLATION MEMBRANES. MEETS UNIFORM PLUMBING CODE SPECIFICATIONS FOR USE AS A SHOWER PAN LINER. LISTED WITH IAPMO R & T, FILE #4244 UPC®. ICC-ES ER-6014.

SURFACE PREPARATION: ALL SURFACES MUST BE STRUCTURALLY SOUND, CLEAN, DRY AND FREE FROM CONTAMINANTS.

THE COMBINED DRIED COATING NEEDS TO BE A MINIMUM OF 47 MILS THICK OR 93 MILS WHEN WET AND SHOULD NOT EXCEED 125 MILS WET FILM THICKNESS.

DRAINS: DRAINS SHOULD HAVE A CLAMPING RING WITH OPEN WEEP HOLES FOR THIN-SET APPLICATION. APPLY MEMBRANE TO THE BOTTOM FLANGE. DRAIN SHOULD BE FULLY SUPPORTED WITHOUT MOVEMENT AND EVEN WITH PLANE OF SUBSTRATE. APPLY MEMBRANE AS OUTLINED UNDER APPLICATION. EMBED 12" X 12" (30 X 30 CM) FIBERGLASS MESH INTO MEMBRANE MAKING SURE IT DOES NOT OBSTRUCT THE DRAINAGE HOLE. THEN APPLY AN ADDITIONAL COAT OF MEMBRANE AND SMOOTH. AFTER CURING, CLAMP UPPER FLANGE ONTO MEMBRANE AND TIGHTEN. CAULK AROUND FLANGE WHERE MEMBRANE AND UPPER FLANGE MAKE CONTACT WITH A SILICONE CAULK. THE TOILET FLANGE IS TO BE HANDLED IN THE SAME MANNER.

TILE BACKER BOARD: "DENSHIELD" "TILE GUARD" NAILABLE BACKER BOARD BY GEORGIA PACIFIC, INC.

INSTALLATION:A. FILL AND PREPARE CONCRETE SLAB TO LEVEL WITHIN 1/8" IN 10 FEET IN ALL DIRECTIONS. LAYOUT TILE PATTERN CENTERED IN BOTH DIRECTIONS IN EACH SPACE. ADJUST PATTERN TO MAXIMIZE SIZE OF EDGE PIECES.

B. INTERIOR TILE BASES SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL METHOD W242 GYPSUM BOARD, ORGANIC ADHESIVE.

C. INTERIOR TILE FLOORS SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL METHOD FOR THIN-SET INSTALLATION.

D. GROUT ALL JOINTS IN FLOOR AND BASE WITH "HYDROMENT" JOINT FILLER, IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. JOINT SHALL BE 1/8" WIDE AND COMPLETELY FILLER LEVEL WITH THE SHOULDER OF THE TILE. AND THEN TOOLED TO A SMOOTH DENSE FINISH. THE TILE SHALL BE CLEANED OF SURFACE GROUT AS WORK PROCEEDS USING DRY GROUT AND BURLAP CLOTH. NO ACIDS CLEANER SHALL BE USED.

E. ACCURATELY FORM INTERSECTIONS AND RETURNS. GRIND TILE EDGES ABUTTING TRIM OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO PENETRATIONS SO THAT COVERS OVERLAP TILE EDGES. ALIGN JOINTS OF FLOOR AND BASE TILES.

F. CLEAR SILICONE SEALANT AROUND PERIMETER TILE EDGES WHEN ABUTTING TO OTHER MATERIALS.

G. PROHIBIT FOOT AND WHEEL TRAFFIC AT LEAST 3 DAYS AFTER GROUTING IS COMPLETE. PROTECT TILE WORK WITH HEAVY KRAFT PAPER OR OTHER COVERING DURING CONSTRUCTION. LEAVE FINISHED INSTALLATION CLEAN AND FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE DEFECTIVE TILE WORK.

DIVISION 10 - SPECIALTIES

TOILET ACCESSORIES SCOPE: INSTALLATION OF TOILET ACCESSORIES FURNISHED BY OTHERS AND RE-USED, AND PROVIDE TOILET ACCESSORIES AS INDICATED IN THE DRAWINGS IN ALL RESTROOMS, AS SPECIFIED HEREIN, AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.

NOTES: COORDINATE ACCESSORY LOCATIONS, INSTALLATION, AND SEQUENCING WITH OTHER WORK TO AVOID INTERFERENCE WITH AND ENSURE PROPER INSTALLATION, OPERATION, ADJUSTMENTS, CLEANING, AND SERVICE OF TOILET ACCESSORY ITEMS.

CONTRACTOR SHALL PROVIDE SOLID BACKING FOR ANCHORAGE OF ALL ACCESSORIES.

MATERIALS: FASTENERS: SCREW, BOLT, AND OTHER DEVICES OF SAME MATERIAL AS ACCESSORY UNIT, OR OF GALVANIZED STEEL WHERE CONCEALED.

ACCESSORIES FURNISHED BY OWNER (VERIFY) AND INSTALLED BY CONTRACTOR: REMOVED AND RELOCATED ITEMS.

ACCESSORIES PROVIDED BY THE CONTRACTOR (BOBRICK OR APPROVED EQUIVALENT): GRAB BARS: B-6806X30, B-6806X42, SATIN STAINLESS STEEL.

INSTALLATION: INSTALL TOILET ACCESSORY UNITS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED.

INSTALL GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBS PER ASTM F 446.

ADJUSTING: ADJUST TOILET ACCESSORIES FOR PROPER OPERATION AND VERIFY THAT MECHANISMS FUNCTION SMOOTHLY. REPLACE DAMAGED OR DEFECTIVE ITEMS.

CLEANING: CLEAN AND POLISH ALL EXPOSED SURFACES STRICTLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AFTER REMOVING TEMPORARY LABELS AND PROTECTIVE COATINGS.

RESILIENT FLOORING SCOPE: SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT FOR THE PROPER INSTALLATION OF WALL BASE.

SUBMITTALS: SAMPLE OF BASE MATCHING EXISTING SURROUNDING BASE.

WALL BASE: PROVIDE REMOLDED EXTERNAL CORNERS. UNSPECIFIED BRANDS OF MATERIALS SUCH AS ADHESIVES, ETC. SHALL BE THOSE ACCEPTABLE TO THE WALL BASE MANUFACTURER.

PREPARATION: ALL SURFACES TO RECEIVE FLOORING SHALL BE DRY AND FREE OF DIRT, DUST OR GRIT BEFORE INSTALLATION IS STARTED. FILL LOW SPOTS AND OTHER MINOR DEFECTS WITH FLOOR FILLER RECOMMENDED BY THE MANUFACTURER. VACUUM CLEAN SUBSTRATE. APPLY PRIMER TO ALL SURFACES.

INSTALLATION OF TILE MATERIAL: INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SPREAD ADHESIVE AND SET TILE IN PLACE. PRESS WITH HEAVY ROLLER TO ATTAIN FULL ADHESION. SCRIBE TO APPURTENANCE TO PRODUCE TIGHT JOINTS. INSTALL EDGE STRIPS WHERE FLOORING ENDS.

INSTALLATION OF BASE MATERIAL: ADHERE BASE TIGHT TO WALL SURFACE. FIT JOINTS TIGHT AND VERTICAL. MITER INTERNAL CORNERS. AT EXTERIOR CORNERS, USE PREMOLDED UNITS.

CLEANING: REMOVE EXCESS ADHESIVE FROM SURFACES WITHOUT DAMAGE. CLEAN, SEAL, AND WAX SURFACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

PAINTS AND COATINGALL PAINTING SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION GUIDE.

ACCEPTABLE MANUFACTURER'S: PRATT AND LAMBERT, SHERWIN WILLIAMS, BENJAMIN MOORE, KWALL HOWELL.

WORKMANSHIP: ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF DIRT, DUST OR GRIT BEFORE PAINTING IS STARTED. PAINTING SHALL NOT BE DONE WHEN THERE IS SWEEPING OR EXCESSIVE DUST IN THE AIR. ALL PITCH STREAKS, RESIN SPOTS, ETC., SHALL BE CLEANED OF ALL RESIDUE AND TOUCHED UP WITH SHELLAC BEFORE PAINTING. PUTTY ALL NAIL HOLES, CRACKS, ETC., IN WOODWORK AFTER THE FIRST COAT IS APPLIED. WHERE THE PRIME COAT DOES NOT DRY TO A UNIFORM SHEEN OVER THE ENTIRE SURFACE, SPOT PRIME THE AREAS THAT INDICATE SUCTION BEFORE APPLYING FINISH COATS. UNDER COATS OF PAINT SHALL BE TINTED TO A COLOR APPROXIMATING THE FINISH COATS, WITH ENOUGH VARIATION IN COLOR TO PERMIT VISUAL INSPECTION OF MATERIALS DURING THIS WORK. ALL MATERIALS SHALL BE EVENLY SPREAD AND FLOWED ON WITHOUT RUNS, SAP OR EXCESSIVE BRUSH MARKS.

PAINTING AND FINISH SCHEDULE (INTERIOR): A. DRYWALL:1. ONE COAT LATEX PRIMER.2. TWO COATS LATEX EGGSHELL.

B. CONCRETE/CONCRETE BLOCK WALLS:1. ONE COAT SURFACE FILLER.2. ONE COAT LATEX ENAMEL PRIMER.3. ONE COAT LATEX ENAMEL SEMIGLOSS FINISH.

C. METAL DOOR FRAMES:1. TOUCH-UP SHOP APPLIED PRIMER.2. ONE COAT PRIMER.3. TWO COATS ALKYD GLOSS ENAMEL.

D. HARDWOOD DOORS:1. JOINT FILLER.2. WOOD STAIN.3. ONE COAT HIGH GLOSS POLYURETHANE.4. ONE COAT SEMI GLOSS POLYURETHANE.

WORKMANSHIPTHE PAINTING CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE WORK OF OTHERS PRIOR TO THE APPLICATION OF ANY PAINT OR FINISHING MATERIAL. IF ANY SURFACE TO BE FINISHED CANNOT BE PUT IN PROPER CONDITION FOR FINISHING BY CUSTOMARY CLEANING, SANDING AND PUTTYING OPERATION, THE PAINTING CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR IN WRITING OR ASSUME RESPONSIBILITY FOR AND RECTIFY ANY UNSATISFACTORY FINISH RESULTING.

COLOR SCHEDULES: TO BE OBTAINED FROM ARCHITECT BEFORE PAINTING IS DONE.

PROTECTION: PROTECT OWN WORK. ALSO PROTECT ADJACENT WORK WITH PROPER DROP CLOTHS, ETC. AT COMPLETION, REMOVE PAINT AND VARNISH SPOTS FROM ADJACENT WORK.

SURFACES TO BE FINISHED: SURFACES RECEIVING ENAMEL OR VARNISH SANDED BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE EVEN, SMOOTH FINISH.

DOORS: TOPS, BOTTOMS, AND EDGES FINISHED SAME AS BALANCE OF DOOR.

METAL SURFACE NOT SHOP PRIMED: WASHED WITH TURPENTINE BEFORE APPLYING PAINT. WIRE BRUSH OR SAND CLEAN ALL RUST AND SCALE.

SCRATCHES, CRACKS AND ABRASIONS: REPLACE SURFACE IF NECESSARY. FINISH FLUSH WITH SPACKLING COMPOUND TO ADJOINING SURFACE, SAND SMOOTH AND SEAL WHEN DRY.

PROJECT #:

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CHECKED BY:

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SPECIFICATIONS

A102

andy

Stamp

--

6"x6"

TG-1

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6"x6"

TG-1

1

1

2

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PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

alt architecture

1445 W 8660 S West Jordan, Utah 84088

801-865-0633

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MECHANICAL

OVERVIEW

M100

SHEET LIST - MECHANICAL

SheetNumber Sheet Name Current Issue Current Revision Description

M100 MECHANICAL OVERVIEW

HEATING AND VENTILATION NOTES

1. Duct material shall be as follows unless otherwise indicated:a. Round supply/return air: ASTM A653 Z90 Zinc coating.b. Rectangular supply/return air: ASTM A653 Z90 Zinc

coating.c. Runouts to diffusers: spiral wound flexible galvanized

spiral to SMACNA standards.d. Exhaust duct: ASTM A653 Z90 Zinc coating.e. Transitions shall conform to SMACNA.f. Thickness, fabrication, reinforcement and joints to

SMACNA.g. Flex connections - provide flex connections 1/4" Duro

Dyne Excelon PVC coated polyester at inlet and outlets of all forced air units.

h. Flexible duct - Thermaflex S-LP-10 insulated. M-KE insulated, maximum 10 ft connector length per air outlet.

2. Duct sealer - MP water-based paste sealer must be applied to seal leaking duct connections, joints and elbows.

3. Flues & Breechinga. Combustion air - shall terminate with spill box and baffle

to diffuse cold air and protect water lines.b. Provide minimum 1" clearance from combustibles for "B"

vent and 6" for single wall vent connections.4. Balancing

a. Upon completion balance air flows to values indicated. Contractor is responsible for the provision of balancing dampers, even if not indicated on the drawings. Provide an air balance report to the engineer for review. Report balancing measurements on the as-built drawings. Air and water balancing shall be at+/- 10% of specified complete with design versus actual readings.

b. Fans - supply and exhaust fans, air systems amps, rpm, cfm, suction and discharge static pressure. Grilles -supply, return and exhaust air volumes.

c. Sketch layout of duct systems showing details of balance.

5. Control wiring by HVAC contractor. Final connections by HVAC contractor.

6. All caulking on building penetrations shall be a 1-component non-sag urethane sealant.

7. The HVAC systems shall be constructed in accordance with NFPA 101:7-2 and NFPA 90A “standard for the installation of air conditioning and ventilation systems.

8. All HVAC flues and vents shall be constructed in accordance with the International Fuel Gas code of 2015.

9. Fire dampers - shall be type "B", UL labeled, with damper blades fully clear of the air stream, seal with Dow Corning RTV silicone foam. Provide access door at all fire dampers.

10. Provide sheet metal fire stops tight around ducts passing through fire separations and ceilings. Run to kitchen WC or dryer exhaust ducts inside party or corridor rated walls.

11. Mount condensate and refrigerant lines as high as possible.

MECHANICAL ALTERNATE NOTE

1. Alternate mechanical equipment is acceptable. Alternates must be equal or better in performance, durability, and warranty.

GENERAL NOTES

All controls supplied by mechanical. All line voltage by electrical. DC and low voltage by mechanical.

GENERAL MECHANICAL NOTES

1. Contractor is responsible for all permits, licenses, fees, and charges as required by authority having jurisdiction for the performance of the work as outlined in these contract documents.

2. The contractor shall be responsible for installing a complete and functional system in accordance to the intent of the plans and written specifications.

3. All plumbing shall be in accordance with the local regulations and the International Plumbing Code of 2015.

4. Contractor to coordinate work with other disciplines.5. Drawing is diagrammatic and is not to be scaled. Refer to

architectural plans or field measurements for dimensions.6. Contractor shall verify all existing construction prior to

submitting his bid. No extras will be paid due to unanticipated existing conditions.

7. Coordinate all roof and wall penetrations required with the general contractor. Provide all flashings, sleeves, curbs, reinforcing angles, supporting frames, etc. which is required unless called out to be furnished by others.

8. Contractor to provide submittal to Engineer for review prior to acquiring equipment as soon as possible after contract award. Equals will require review from engineer and owner for quality and performance against items specified. All control devices shall be included with submittals. Equipment and fixture substitutions that are not listed on these contract documents shall not be allowed without the prior written approval of the owner.

9. Extra charges - any discrepancies and omissions discovered shall be reported to the engineer immediately and prior to tender closing for rectification by addendum.

10. The proper performance of the control system is the responsibility of the contractor.

11. Shop drawings - submit 1 copy in pdf format to the engineer for approval. Provide 2 printed copies of reviewed shop drawings to owner in 2 O&M manuals within 90 days of acceptance. The contractor shall ensure that equals for the major equipment fit in the allocated space and meet codes and specifications.

12. Upon completion contractor shall prepare a set of as-built drawings in AutoCAD/Revit format and provide pdf printouts for review by engineer.

13. Maintenance manuals - contractor shall provide 2 copies complete with shop drawings. Three ringer binder style is acceptable. Provide on-site operating seminar to familiarize owner with all functions of new equipment. Submit maintenance manuals within 90 days of project acceptance.

14. As-built drawings - mechanical contractor shall keep on site an extra set of drawings and specifications on which changes shall be noted daily. As-built drawings shall also be provided showing location of access doors, clean-outs, and any deviation from design drawings. Submit as-built drawings within 90 days of project acceptance.

15. Warranty - mechanical contractor shall provide written warranty on his system for one full year from time of acceptance by the owner.

16. Structural - misc. Steel support hangers for unit heaters, fans, heat pumps, etc. Shall be by the mechanical with clamps to structure, not welded. Structural reinforcing for equipment is by general contractor.

17. Electrical coordination - motor disconnect switches and starters (including magnetic starters for interlocking) shall be by electrical contractor unless otherwise specified. Disconnects for packaged makeup air units shall be by electrical contractor. Electrical contractor shall wire in low voltage and line voltage thermostats, electric heaters and control transformers provided by mechanical contractor. Mechanical contractor shall complete low voltage controls wiring. Confirm voltages on site before ordering equipment.

18. Duct dimensions on plans are finished inside dimensions.19. Sleeving - mechanical contractor shall be on site to sleeve

mechanical openings through concrete, to flash and counter flash and to coordinate joist locations away from mechanical shafts.

20. Design documents - these design documents are prepared solely for the use by the party with whom the design professional has entered into a contract and there are no representations of any kind made by the design professional to any party with whom the design professional has not entered into a contract.

DUCT INSULATION NOTE

1. Insulate all supply and return duct with R-6 duct insulation. Insulation must have metal jacket. All components used (insulation, jackets, mastics, adhesives, and tapes) must havge flame-spread index of 25 or less, and smoke-developed index of 50 or less when tested in accordance with ASTM E 84 or 723 (be plenum rated).

LOW PRESSURE DUCT NOTE

1. Provide all duct with SMACNA standards for 2" WC pressure class. Seal all transverse and longitudinal seams except for welded or locking type longitudinal joints.

PLUMBING IN RETURN AIR PLENUMS

1. Treat all ceiling spaces as return air plenums.2. All materials used in return air plenums must have flame-

spread index of 25 or less, and smoke-developed index of 50 or less when tested in accordance with ASTM E84 or UL 723 (be plenum rated).

MECHANICAL SMACNA SEISMIC HAZARD LEVEL

COMPONENT SHL VALUE

Plumbing C

Air Side HVAC C

Wet Side HVAC C

Ducts C

SEISMIC CONTROL NOTES

1. Install tight to structure.2. Seismic control measures not to jeopardize noise and

vibration isolation systems. Provide 1/4” to 3/8” clearance during normal operation of equipment and systems between seismic restraint and equipment.

3. Incorporate seismic restraints into vibration isolation system to resist complete isolator unloading.

THERMOSTAT NOTES:

Provide 24/7 Programmable thermostat with minimum 4 daily setpoints and auto switchover between heating and cooling, minimum 2-stage heating and cooling capability and night setback mode. Install in thermostat in lockbox. Setback to 55 F heat and 85 F cool. Provide c/w 2 hour occupant override, 10 hour backup and 5 F deadband and setpoint overlap restriction.

IECC CLOSE OUT REQUIREMENTS

1. Contractor to provide to the owner and design engineer a preliminary commissioning report prior to final mechanical inspection.

2. Contractor to provide to the owner the following items within 90 days of receiving certificate of occupancy.A. As-Build drawings showing installed equipment.B. Operating and maintenance manuals including routine

maintenance requirements, name and address of servicing agency, narrative of controls, and recommended operating setpoints.

C. System balancing report.D. Final commissioning report.


1. Contractor to provide to the owner and design engineer a preliminary equipment testing report prior to final mechanical inspection.



C. System balancing report.D. Equipment testing report.

KEYNOTES

ID DESCRIPTION

1 INSTALL TRANSFER GRILLE ABOVE DOOR INWALL.

2 EXISTING RETURN GRILLES AND EXHAUSTSYSTEM TO REMAIN.

1/4" = 1'-0"1

1 - MAIN FLOOR MECHANICAL

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AIR TERMINAL SCHEDULE

TAG MANUFACTURER MODEL SIZE QTY Description

TG-1 Price Industries 500 6"x6" 2 Steel Louvered Grille.

11-29-2018

= GAS METER= WALL CLEANOUT= BALL VALVE= PLUG VALVE= PRESSURE REGULATOR

DCW = DOMESTIC COLD WATERDHW = DOMESTIC HOT WATERDHWR = DOMESTIC HOT WATER RECIRCULATIONSAN = SANITARYV = VENTS = STORMSH = NON-POTTABLE SHOP COLD WATERAIR = AIR LINEGR-SAN = GREASE SANITARY LINE

G

C

3"ø SAN

2"ø

3"ø

3"ø SAN

3"ø

SA

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3"ø

SA

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3"ø

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1

1

2

3

3

4

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

alt architecture


801-865-0633

11/2

8/2

018 1

:24:5

2 P

M

BU

TLER

MID

DLE

SC

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7530

SO

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270

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TS, U

T 84

121

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JG

Checker

10.11.2018

PLUMBING

OVERVIEW/DEMO

P100

GENERAL PLUMBING FIXTURE NOTES

1. All plumbing fixtures shall be furnished c/w necessary traps, stops, tailpieces, trim, etc.

2. Plumbing contractor to supply and coordinate all plumbing fixture voltage and power requirements with electrical contractor.

3. All water heaters and hot water storage tanks shall have a drain valve installed at the bottom of the tank as required by code. All water heaters shall be seismically anchored as per code.

4. Provide sanitary venting piping for all fixtures.

GENERAL PLUMBING PROTECTION NOTES

1. Install backflow preventers in each water supply to mechanical equipment and systems and to other equipment and systems and to other equipment and water systems that may be sources of contamination. Comply with authorities having jurisdiction.

2. Locate backflow preventers in same room as connected equipment or system.

3. Install drain for backflow preventers with atmospheric-vent drain connection with air-gap fitting, fixed air-gap fitting, or equivalent positive pipe separation of at least two pipe diameters in drain piping and pipe-to-floor drain. Locate air-gap device attached to or under backflow preventer. Simple air breaks are unacceptable for this application.

4. Do not install bypass piping around backflow preventers.5. Provide water pressure regulator when required by authority

having jurisdiction and in compliance with the International Plumbing Code of 2015.

GENERAL PLUMBING NOTES

1. GENERALa. Contractor is responsible for all permits, licenses, fees

and charges as required by authority having jurisdiction for the performance of the work as outlined in these contract documents.

b. The contractor shall be responsible for installing a complete and functional system in accordance to the intent of the plans.

c. All plumbing shall be in accordance with local regulations and the International Plumbing Code of 2015.

d. Contractor to coordinate work with other disciplines.e. Drawing is diagrammatic and is not to be scaled. Refer

to architectural plans or field measurements for dimensions.

f. Contractor shall verify all existing construction prior to submitting his bid. No extras will be paid due to unanticipated existing conditions.

g. Extra charges - any discrepancies and omissions discovered shall be reported to the engineer immediately and prior to tender closing for rectification by addendum.

h. Shop drawings - submit 1 copy in pdf format to the engineer for approval. Provide 2 printed copies of reviewed shop drawings to owner in 2 O&M manuals. The contractor shall ensure that equals for the major equipment fit in the allocated space and meet codes and specifications.

i. Maintenance manuals - contractor shall provide 2 copies complete with shop drawings. Three ringer binder style is acceptable. Provide on-site operating seminar to familiarize owner with all functions of new equipment

j. Warranty - mechanical contractor shall provide written warranty on his system for one full year from time of acceptance by the owner.

k. Excavation - plumbing contractor shall excavate for his work and back fill to i2" above pipes with sand.

l. Structural - Misc. Steel support hangers for unit heaters, fans, heat pumps, etc. Shall be by the mechanical with clamps to structure, not welded. Structural reinforcing for equipment is by general contractor.

m. As-built drawings - mechanical contractor shall keep on site an extra set of drawings and specifications on which changes shall be noted daily. As-built drawings shall also be provided showing location of access doors, clean-outs, and any deviation from design drawings.

n. Potable water copper piping shall use lead-free solder. testing inside water lines shall hold 100 psi air for 1 hour.

o. Natural gas - plumber shall provide low pressure gas lines to appliances complete with yellow paint coating on pipe where exposed to outdoors. Confirm meter size with local gas utility company. Utility upgrade costs to be borne by owner.

p. Plumbing contractor shall be on site to sleeve Plumbing openings through concrete, to flash and counter flash and to coordinate joist locations away from mechanical shafts.

q. Design documents - these design documents are prepared solely for the use by the party with whom the design professional has entered into a contract and there are no representations of any kind made by the design professional to any party with whom the design professional has not entered into a contract.

r. The written book specification takes precedence over these notes.

GAS APPLIANCES AND REGULATIONS NOTES

1. All gas piping shall comply with the international Fuel Gas Code of 2015.

2. Provide step-down regulators at all appliances and size as per International Fuel Gas Code of 2015.

3. Vent natural gas regulators to outdoors. Terminate min. 3 ft from building openings and 10ft from mechanical intakes.

SHEET LIST - PLUMBING

SheetNumber Sheet Name Current Issue Current Revision Description

P100 PLUMBING OVERVIEW/DEMO

P101 PLUMBING CONSTRUCTION

GENERAL PIPING NOTES

1. Piping material shall be as follows (Unless otherwise indicated in specification):a. Underground water service: PEX-AL-HDPE with oxygen

barrier.b. Above ground hot and cold water piping: Copper type L in

exposed areas or Standard PEX in concealed areas.c. Drain waste and vent piping: ABS DR22.d. Gas piping: to ASTM A106 schedule 40.

2. Domestic hot, cold water lines and hydronic heating lines shall have 1" thermal insulation complete with vapor barrier, joints to be taped throughout facility. Hangers to have guides to allow for complete pipe insulation.

3. Contractor is responsible for routing water piping around zones that would be prone to freezing. The contractor will be responsible for any repairs and corrections to water lines not appropriately routed around freeze prone zones.

4. Valves on water lines shall be bronze ball valves. Do not use gate or globe valves. Valve size shall be the same than the inlet pipe size.

5. Install water hammer arrestors as indicated by code and where shown on plans. Concealed location arrestors are to be rated.

6. All hot and cold domestic water lines to fixtures shall be minimum 1/2".

7. Unless a hot water reticulation system has been called for in the contract documents, domestic hot water lines shall be equipped with a heat-trace heating system in compliance with Table C404.5.1 of the current state approved International Energy Conservation Code.

8. Plumbing piping shall not be installed above electrical panels. Provide required clearances per “N.E.C.” coordinate work with electrical contractor.

9. Insulate all above grade domestic hot water lines minimum 1/2" mineral wool and provide canvas jacket.

10. Caulk all pipe penetrations through fire rated walls. All caulking on building penetrations shall be a 1-component non-sag urethane sealant.

11. Provide intumescent pipe donuts at all penetrations of combustible piping form main floor ceiling space and main floor fire separations.

PLUMBING ALTERNATE NOTE

1. Alternate mechanical equipment is acceptable. Alternates must be equal or better in performance, durability, and warranty.

GENERAL SANITARY NOTES

1. Provide chrome escutcheon cover plates at all pipe penetrations of finished wall surfaces.

2. Vents through roof shall be min. 3" diameter at penetration unless otherwise indicated. Provide all required flashing to make vent penetration waterproof.

3. Space floor cleanouts no more than 100ft. Provide floor cleanouts in horizontal drains where the direction change by more than 45 degrees. Cleanout size shall be the same than the piping served.

4. Provide a trap guard for all floor drains.5. Mount wall cleanouts at all wall mounted plumbing fixture

drains.

PLUMBING LEGEND

PLUMBING IN RETURN AIR PLENUMS

1. Treat all ceiling spaces as return air plenums.2. All materials used in return air plenums must have flame-

spread index of 25 or less, and smoke-developed index of 50 or less when tested in accordance with ASTM E84 or UL 723 (be plenum rated).

PLUMBING SMACNA SEISMIC HAZARD LEVEL

COMPONENT SHL VALUE

Plumbing C

SEISMIC CONTROL NOTES

1. Install tight to structure.2. Seismic control measures not to jeopardize noise and

vibration isolation systems. Provide 1/4” to 3/8” clearance during normal operation of equipment and systems between seismic restraint and equipment.

3. Incorporate seismic restraints into vibration isolation system to resist complete isolator unloading.


1. Contractor to provide to the owner and design engineer a preliminary equipment testing report prior to final mechanical inspection.



C. System balancing report.D. Equipment testing report.

KEYNOTES

ID DESCRIPTION

1 REMOVE AND REUSE EXISTING WATER CLOSET.DEMOLISH EXISTING SANITARY LINE. CAPEXISTING DCW LINE. PATCH FLOOR AND MAKETO MATCH EXISTING.

2 DEMOLISH EXISTING URINAL. PREPAREEXISTING SANITARY LINE AND DCW LINE FORSHOWER. SAW CUT FOR NEW SHOWER. PATCHFLOOR TO MATCH EXISTING.

3 DEMOLISH EXISTING SINK. DEMOLISH EXISTINGSANITARY LINE. CAP EXISTING DCW AND DHWLINES. PATCH WALL TO MATCH EXISTING.

4 DEMOLISH EXISTING WATER CLOSET. PREPAREEXISTING SANITARY LINE AND DCW LINE FORNEW SHOWER. SAW CUT FLOOR FOR NEWSHOWER DRAIN. PATCH FLOOR TO MATCHEXISTING.

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3"ø

SA

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3"ø

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3"ø SAN

3"ø SAN

2"ø

SAN

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SH-1

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1/2"ø DCW 1"ø V 1 1/2"ø V

1/2

"ø D

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"ø D

CW

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1"ø V1 1/2"ø V1/2"ø DCW

3/4

"ø D

CW

1/2

"ø D

HW

2"ø SAN

3 2

4

5

6

6

PROJECT #:

DRAWN BY:

CHECKED BY:

ISSUED:

alt architecture


801-865-0633

11/2

8/2

018 1

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3 P

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10.11.2018

PLUMBING

CONSTRUCTION

P101

1/4" = 1'-0"1

1 -BATHROOM CONSTRUCTION

PLUMBING FIXTURE SCHEDULE

Mark Manufacturer Model StyleADA

Compliant Material Color Trim Accessories CountSanitary

ConnectionDCW

ConnectionDHW

Connection

SH-1 Bestbath 4LRS3636B5T Tile Shower Yes Polyester High GlossGelcoat

White Gerber G9-010 Maxwell Pressure Balancing Valve. Gerber GH-301 Pressure balance in wall. Shower roughvalve, 49-106 Chrome Plated finish, solid brass ball joint, 2.5 GPM max flow rate, supplied with black sprayplate. Danze D481136 Wall mount shower arm, brass construction, 5-3/4" Long round escutcheon. Gerber44-735 Commercial complete hand shower kit, chrome plate finish. 3" Face dia. 2.5 GPM 2-function handshower push button trickle or full spray hand shower with 72" long hose and wall supply. 24" hand showeradjustable ADA compliant side bar. Danze D560957T Opulence In-wall diverter trim kit, 3-1/8" dia. metal wallescutcheon, metal lever handle and D130500BT 2-Way in wall rough diverter valve, brass body, 1/2" NPTinlets/outlets.

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KEYNOTES

ID DESCRIPTION

1 CONNECT VENT INTO EXISTING VENT. EXACT LOCATIONOF EXISTING VENT UNKNOWN. CONTRACTOR TO FIELDVERIFY LOCATION BEFORE CONNECTION.

2 CONNECT DCW INTO EXISTING DCW. EXACT LOCATIONOF EXISTING DCW UNKNOWN. CONTRACTOR TO FIELDVERIFY LOCATION BEFORE CONNECTION.

3 CONNECT DHW INTO EXISTING DHW. EXACT LOCATIONOF EXISTING DHW UNKNOWN. CONTRACTOR TO FIELDVERIFY LOCATION BEFORE CONNECTION.

4 CONNECT NEW SHOWER FLOOR DRAIN INTO EXISTINGWATER CLOSET DRAIN. PROVIDE C/W SANITARY P-TRAP.

5 CONNECT NEW 2 1/2" SANITARY LINE INTO EXISTING 3"SANITARY LINE.

6 SAW CUT FLOOR FOR NEW WATER CLOSET SANITARYLINE. PATCH FLOOR AND MAKE TO MATCH EXISTING.

11-29-2018

WEST JORDAN, UTAH 84088 RESTROOM REMODEL · double-tier lockers owner provided contractor installed...

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