22438 Addendum 1 Part 2.pdf

PDF 5 MB Posted Jul 28, 2023

Attached to: 751/22438. ABG; Muskallonge Lake SP - Toilet and Shower Bldg.
Solicitation number: RFQ - 171 - 230000000616
Issued by: Luce County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains construction documents and an addendum for a state contract opportunity issued by the Michigan Department of Technology, Management and Budget (DTMB) State Facilities Administration for the Muskallonge Lake State Park West Campground Toilet Shower Building project. The project involves the demolition of an existing building and construction of a new toilet and shower building at the Muskallonge Lake State Park in Newberry, Michigan. The bid attachments must be uploaded to the SIGMA VSS system, with a bid deadline of July 21, 2023. The contract includes a construction phase and any required permits and approvals.

The construction documents provide details on the project scope, including site plans, floor plans, elevations, and specifications for civil, structural, architectural, plumbing, mechanical, and electrical work. Pricing terms, funding sources, and other commercial details are not provided in the document. Bidders are advised to review the full solicitation package and direct any questions to the designated point of contact.

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Other files

File	Type	Posted
22438 Specs 2.pdf	PDF	Jul 28, 2023
22438 Addendum 1 Part 1.pdf	PDF	Jul 28, 2023
22438 Drawings 4.pdf	PDF	Jul 28, 2023
22438 Advertisement.pdf	PDF	Jul 28, 2023
22438 Specs 1.pdf	PDF	Jul 28, 2023
22438 Addendum 4.pdf	PDF	Jul 28, 2023
22438 Drawings 3.pdf	PDF	Jul 28, 2023
22438 Drawings 1.pdf	PDF	Jul 28, 2023
22438 Addendum 2.pdf	PDF	Jul 28, 2023
22438 Specs 3.pdf	PDF	Jul 28, 2023
22438 Drawings 5.pdf	PDF	Jul 28, 2023
22438 Addendum 3.pdf	PDF	Jul 28, 2023
22438 Drawings 2.pdf	PDF	Jul 28, 2023

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PROJECT LOCATION MAP

PROJECT LOCATION

MUSKALLONGE LAKE STATE PARK

29881 County Road 407 Newberry, MI 49868

WEST CAMPGROUND TOILET SHOWER BUILDING

ISSUED: 2023/07/07

CONSTRUCTION DOCUMENTS

OHM PROJECT No. 7136-22-0120

DTMB File No. 751.22438.ABG

DRAWING INDEX

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SHEET NAME 2

D D

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GENERAL

G-000 COVER & DRAWING INDEX • •

CIVIL

C-001 NOTES •

C-002 SITE ACCESS AND LAYDOWN •

C-010 LEGEND •

C-090 SOIL BORINGS •

C-120 REMOVAL PLAN • •

C-130 SITE PLAN • •

C-170 GRADING PLAN •

C-510 DETAILS • •

STRUCTURAL

S-001 ABBREVIATIONS, SPECIAL INSPECTION REQUIREMENTS AND SYMBOLS •

S-002 STRUCTURAL NOTES • •

S-101 FOUNDATION PLAN •

S-102 CONCRETE SLAB PLAN •

S-111 ROOF FRAMING PLAN •

S-501 STRUCTURAL DETAILS •

S-502 STRUCTURAL DETAILS •

S-503 STRUCTURAL DETAILS •

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES & SYMBOLS •

A-002 MOUNTING LOCATIONS AND TYPICAL RESTROOM DETAILS • •

A-101 FIRST FLOOR PLAN •

A-111 ROOF PLAN •

A-201 EXTERIOR ELEVATIONS •

A-301 BUILDING SECTIONS •

A-311 WALL SECTIONS •

A-411 ENLARGED PLANS •

A-451 INTERIOR ELEVATIONS • •

A-452 INTERIOR ELEVATIONS •

A-501 TYPICAL DETAILS •

A-601 SCHEDULES AND DETAILS •

PLUMBING

P-001 PLUMBING NOTES AND SYMBOLS • •

P-101 PLUMBING PLAN • •

P-901 PLUMBING ISOMETRICS • •

MECHANICAL

M-001 MECHANICAL NOTES AND SYMBOLS •

M-101 FIRST FLOOR MECHANICAL PLAN •

M-601 MECHANICAL SCHEDULES •

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS •

EP101 FIRST FLOOR POWER PLAN •

EL101 FIRST FLOOR LIGHTING PLAN • •

E-501 ELECTRICAL DETAILS •

E-601 ELECTRICAL SCHEDULES • •

Muskallonge Lake State Park 29881 Co Rd 407 Newberry, MI 49868 906-658-3338

OWNER

OHM Advisors Zane Hyrkas, P.E.

424 Hancock Street Hancock, MI 906-482-0535 zane.hyrkas@ohm-advisors.com

PROJECT MANAGER

PERMIT SUBMISSIONS

APPLICATION

DATE PERMITS

APPROVAL

DATE

[YYYY/MM/DD] BUILDING [YYYY/MM/DD]

[YYYY/MM/DD] MECHANICAL [YYYY/MM/DD]

[YYYY/MM/DD] PLUMBING [YYYY/MM/DD]

[YYYY/MM/DD] ELECTRICAL [YYYY/MM/DD]

[YYYY/MM/DD] DTMB SESC SOIL EROSION [YYYY/MM/DD]

[YYYY/MM/DD] EGLE HAZARDOUS MATERIAL ABATEMENT NOTIFICATION [YYYY/MM/DD]

[YYYY/MM/DD] EGLE CAMPGROUND GROUP PERMIT [YYYY/MM/DD]

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

I Certify That The Architectural Plans Were Prepared Under My Direct Supervision

I Certify That The Plumbing & Mechanical Plans Were Prepared Under My Direct Supervision

I Certify That The Electrical Plans Were Prepared Under My Direct Supervision

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ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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STATE OF MICHIGAN

DESIGN AND CONSTRUCTION DIVISION

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

PARKS AND RECREATION DIVISION

MUSKALLONGE LAKE STATE PARK

JAMES DZELAK, UNIT SUPERVISOR

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

ADAM P. LACH, RA, DIRECTOR

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SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

feetGRAPHIC SCALE: FULL feetHALF

3020105

EARTH DISTURBANCE

PROTECT FENCE

RELOCATE EXISTING PROPANE TANK

REMOVE EXISTING WATERMAIN AND VALVES

AS NEEDED FOR PROPOSED WATERMAIN

SILT FENCE

SIDEWALK, REM

Know what's below.

before you dig.Call

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ARCHITECTS ENGINEERS PLANNERS

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REMOVE EXISTING SANITARY AS NEEDED FOR

PROPOSED SANITARY

REMOVE EXISTING GAS

REGULATOR AND LINE

TREE REM, 12 TO 18 INCH

TREE REM, LESS

THAN 12 INCH, 2 EA

NOTES:

1. THE SPECIFICATIONS INCLUDE DETAILS ON EXISTING KNOWN HAZARDOUS

MATERIALS THAT REQUIRE ABATEMENT ACCORDING TO THE EGLE

REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ABATEMENT BY AN EGLE

CERTIFIED GROUP, PRIOR TO THE DEMOLITION OF THE STRUCTURE.

DEMOLISH EXISTING BUILDING AND ALL ASSOCIATED

FOUNDATIONS. SEE SPECS FOR ASBESTOS OR HAZARDOUS

MATERIAL REQUIREMENTS PRIOR TO DEMOLITION.

DISCONNECT EXISTING ELECTRICAL SERVICE TO BUILDING,

PRIOR TO DEMOLITION, COORDINATE WITH ELECTRICAL

CONTRACTOR FOR CONNECTION

LAYDOWN AREA

REMOVE FENCE

REMOVE CONDUIT AND CONDUCTORS BACK APPROXIMATELY

8' FROM EXISTING BLDG FOR NEW HANDHOLE ON PROPOSED SITE

MUSKALLONGE STATE PARK TOILET/SHOWER BUILDING1

AGGREGATE SURFACE, REM

REMOVE EXISTING LANDSCAPE TRIM

TREE REM, LESS

THAN 12 INCH, 4 EA

CLEARING SHALL BE INSIDE SILT FENCE AND

MINIMIZED TO ONLY PERFORM NECESSARY

CLEARING FOR PROPOSED WORK

CLEARING LIMITS

http://www.ohm-advisors.com

640.5

641.0

641.0 641.5

641.5

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

3020105

43.0'

49.3'

TIE TO EXISTING WATER SUPPLY

TIE TO EXISTING SANITARY W INV 636.70'

ADJUST MANHOLE RIM TO FINISH GRADE

6.0'

SIDEWALK, CONC, 4 INCH

GREEN SPACE

PROPOSED WATER SERVICE

PROPOSED SANITARY LEAD

57.9'

PROPOSED L.P. GAS LINE

RELOCATED PROPANE TANK

ADA PARKING

PARKING BUMPERS (TYP)

INSTALL ADA PARKING SIGN, SEE DETAIL

7 ON SHEET C-501 (TYP)

PROPOSED BLOW OFF VALVE

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ARCHITECTS ENGINEERS PLANNERS

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/214.3'

10' (TYP)

9' (TYP)

6.0'

SIDEWALK, CONC, 4 INCH

CONCRETE SPILL PAD (TYP), SEE

DETAIL 1 ON SHEET C-501

22.0'

CURB STOP

CONCRETE PARKING:

PARALLEL PARKING

26.4' 26.4'

8.0' (TYP)

2.8'

PROPOSED HAND HOLE. FEED EXISTING CONDUCTORS INTO HANDHOLE

TO SPLICE NEW CONDUCTORS FOR NEW PANEL FEED. SEE DETAIL 3 ON E-501

FOR HAND HOLE DETAIL.

RP-W WITHIN TOILET/SHOWER BUILDING.

SEE BUILDING PLAN SHEET EP-101

FOR PLACEMENT OF PANEL WITHIN BUILDING.

2" CONDUIT WITH 3-#2/0AWG + #3EG. CONDUCTORS TO BE ALUMINUM.

RESTORE LAYDOWN AREA

SLOPE RESTORATION (TYP)

DETECTABLE WARNING SURFACE

EXISTING SANITARY MANHOLE

PROPOSED RIM ELEV: 639.97'

MUSKALLONGE STATE PARK TOILET/SHOWER BUILDING1

0°

19' (TYP)

PAVEMENT MARKING, 4 INCH, WHITE (TYP)

ADA PAVEMENT MARKING SYMBOL (MI) - BLUE

ADA PAVEMENT MARKING SYMBOL (FED) - BLUE

PAVEMENT MARKING, 4 INCH, WHITE (TYP)

INSTALL NEW 4" DIA SANITARY LINE

1 8"

45° (TYP)

COPPER TUBE

100-105SSG

JOMAR BRASS LEAD FREE VALVE

BALL VALVE CAN BE INSTALLED

WITH SIZE: 3

4, 1, 1 14, 2 INCH

BRASS ADAPTER LEAD FREE

4, 1, 1 14, 2 INCH INSERT *NSP OR

NIP X NIP

3" PVC SCH 30 PIPE

3" PVC SCH 30 CAP

4" SHIFTER VALVE FOR BLOW DOWN

HANDLE TO VALVE

OPEN/CLOSE

4' 7"

GUTTER SPILL PAD DETAIL1

SILT FENCE5

2 C

1.5 C

1.5

1.13

7.00'

" M

3 LBS STEEL POST

1.5 1.5C

0.51C 1.5

NOTE: USE R7-8b ONLY WHERE SPECIFIED ON PLANS

HANDICAP PARKING SIGN DETAIL7

EXISTING MATERIAL TO REMAIN

(COMPACTED TO 95%)

6" MDOT CL II SUBBASE

(COMPACTED TO 95%)

TYPICAL SIDEWALK SECTION2WINTREX BLOWOFF VALVE3

4" CONCRETE PAVEMENT

6" REINFORCED MDOT GRADE 4500HP CONCRETE WITH 6"

X 6" REINFORCING MESH W1.4 X 1.4 WWF

8" MDOT 22A AGGREGATE BASE

(COMPACTED TO 95%)

EXISTING MATERIAL TO REMAIN

(COMPACTED TO 95%)

12" MDOT CL II SUBBASE

(COMPACTED TO 95%)

TYPICAL CONCRETE PAVEMENT SECTION4

UTILITY TRENCH DETAIL NOT UNDER ROADBED8

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SECTION A-A

CL II SAND

34R STONE, 6 INCH

GEOTEXTILE SEPERATOR

SPLASH PAD, CONC, 4 INCH

ROLLED CURB, CONC

SPLASH PAD, CONC, 4 INCH

34R STONE, 6 INCH2.0

2.0

2.0'

3.0'

CRZ CALCULATION

CRZ RADIUS = DRIP LINE OF TREE OR DIAMETER

OF TREE X 12 (INCHES), WHICHEVER IS GREATER

CRITICAL ROOT ZONE (CRZ)

TRENCHING / FENCING SECTION

CRITICAL ROOT ZONE (CRZ)

TREE TRUNK

UNDISTURBED SOIL

TREE PROTECTION FENCE, 4' IN HEIGHT

(MIN.), ORANGE POLYETHYLENE FENCING

WITH STEEL STAKES 4' O.C. (MIN.)

SNOW FENCE DELINEATING THE

LIMIT OF CLEARING AND GRADING

TREE PROTECTION SIGNS, 2' X 2'

MINIMUM INSTALLED TO BE VISIBLE

FROM ALL SIDES OF THE FENCE

TREE PROTECTION6

SHEET

FLOW

FENCE POST

GEOTEXTILE

FILTER FABRIC

COMPACTED

EARTH

SHEET

FLOW

SILT FENCE JOINT

SECTION B-B

SUPPORT FENCE

UNDISTURBED

VEGETATION

SILT FENCE (SP-2)

FENCE POST DRIVEN

1'INTO GROUND

1'MIN SUPPORT

FENCE

SPACING 6' MAX.

6"ANCHOR TRENCH

GEOTEXTITLE FILTER

FABRIC

GEOTEXTILE FILTER

FABRIC FASTENED TO

UPHILL SIDE TOWARDS

EARTH DISRUPTION

RIDGE OF COMPACTED

EARTH ON FILTER FABRIC

FLOW

6"X 6"1'MIN

UNDISRUPTED

VEGETATION

SILT

FENCE

SILT

FENCE

SILT FENCE JOINTSECTION A-A

FRONT VIEW

PLAN VIEW

SECTION B-B

FABRIC TO BE

WRAPPED AROUND

FENCE POST

COUPLER

8' - 0" 6" MIN

9" 9"

4 12" 4 12"

1" 2" 4"

1' - 6"

6 3 4"

N 8"

4" REINFORCING RODS (TYP)

4" HOLE FOR 5

8" X 1'-4" STEEL ANCHOR PIN (TYP)

4" REINFORCING RODS - 2 EA

8" MIN

PARKING BUMPER DETAIL9

22 8

4.1 3.8 4.1

3 6 3

3.94 4.12 3.94

8.5

9.87

CONTRACTOR TO KEEP

EQUIPMENT AND PERSONAL OUT

OF TREE PROTECTION AREAS

6" 4"

EARTH DISTURBANCE10

PERFORM MAINTENANCE MOWING

AND WATERING PER SPECIFICATIONS

DURING CONSTRUCTION

INSTALL STRAW MULCH BLANKET AND

HYDROSEED WITH TACKIFIER UNTIL

GROWTH IS ESTABLISHED

ESTABLISH GROWTH OF GRASS

MEETING SPECIFICATION

REQUIREMENTS

SUBGRADE OF EARTH

DISTURBANCE

GREENSPACE AREAS

SCARIFY EXISTING

SUBGRADE PRIOR TO

TOPSOIL INSTALLATION

3" TOPSOIL SALVAGED

OR IMPORTED,

SCREENED TOPSOIL

BALANCED SNOW

SNOW LOADS

LIVE LOADS

WIND LOADS

1. UNIFORM FLOOR LIVE LOAD

2. ROOF LOAD - SEE SNOW LOAD

3. INTERIOR WALL LATERAL LIVE LOAD

EARTHQUAKE DESIGN DATA

1. GROUND SNOW LOAD, PG

2. FLAT-ROOF SNOW LOAD, PF

3. SNOW EXPOSURE FACTOR, CE

4. RISK CATEGORY

5. SNOW LOAD IMPORTANCE FACTOR, IS

6. ROOF THERMAL FACTOR, CT

7. SLOPED ROOF FACTOR, CS

8. SLOPED ROOF SNOW LOAD, PS

UNBALANCED SNOW

1. WINDWARD

2. LEEWARD

A. LEEWARD SURCHARGE (7.8' FROM RIDGE)

LOAD OR VARIABLE

1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

5. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT AT OVERHANG)

6. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

7. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 1)

8. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 2)

9. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 3)

10. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 4)

11. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 5)

LOAD VARIABLE

1. RISK CATEGORY

2. SEISMIC IMPORTANCE FACTOR, IE

3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, SS

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

5. SITE CLASS

6. SEISMIC DESIGN CATEGORY

7. BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLS

8. SEISMIC RESPONSE COEFFICIENT(S), CS (SECTION 12.8.1.1)

9. RESPONSE MODIFICATION COEFFICIENT(S), R(SECTION 12.2-1)

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE, SECTION 12.8

MISCELLANEOUS DESIGN DATA

ASSUMED SOIL BEARING STRENGTH

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

NOTES

1. APPLICABLE CODE IS 2015 MICHIGAN BUILDING CODE.

2. APPLICABLE TECHNICAL CODE IS ASCE/ SEI 7-10.

3. WIND LOAD BASED ON ASCE 7-10

A. MWFS: CHAPTER 27, PART 1

B. C&C: CHAPTER 30, PART 1 AND PART 5

4. LOADS ARE BASED ON SECTION 16 OF MBC 2015 UNLESS OTHERWISE NOTED.

40 psf 53 psf 15 psf

70 psf 53 psf 0.9

1.0 1.2 1.0 53 psf

16 psf 53 psf 31 psf

115.0 mph

D ± 0.18 39 psf 26 psf +21.0, -32.0 psf +21.0, -56.0 psf +21.0, -83.0 psf +35.0, -38.0 psf +35.0, -47.0 psf

1.0

0.045 g

0.02 g D A

0.024

2000 psf

BUILDING LOADS

DEAD LOADS

1. MATERIAL DEAD LOAD (ROOF)

2. MECHANICAL DEAD LOAD

15 psf 5 psf

SOILS AND EARTHWORK

1. SOIL INVESTIGATIONS HAVE BEEN PERFORMED FOR THIS PROJECT BY COLEMAN ENGINEERING

COMPANY ON 05/15/2023

2. OHM ADVISORS USED THE DATA CONTAINED IN THE SOIL BORING LOGS TO DETERMINE THE DESIGN

LOAD BEARING CAPACITY AND OTHER DESIGN PARAMETERS.

3. INCLUDE IN THE WORK PROVIDING ALL EQUIPMENT, MATERIAL, AND QUALIFIED LABOR NECESSARY FOR EXCAVATION, SHORING, DEWATERING SYSTEMS, BACKFILL, AND COMPACTION OF SOILS, AS

REQUIRED TO CONSTRUCT STRUCTURES TO THE LINE AND GRADE AS SHOWN ON THE PLANS.

4. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL TELEPHONE (800)

482-7171 NOT LATER THAN THREE BUSINESS DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY

NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

5. EXCAVATE TO ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF +/-

0.10 FEET. EXCAVATE BY HAND TO FINAL GRADE FOR FOOTINGS.

6. NOTIFY THE ENGINEER FOR AN INSPECTION WHEN THE EXCAVATION HAS REACHED SUB-GRADE ELEVATION. IF UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AT SUB-GRADE ELEVATION, EXCAVATE AND REPLACE SUCH MATERIALS AS DIRECTED BY ENGINEER.

7. SATISFACTORY SOIL MATERIALS ARE DEFINED AS GRANULAR MATERIALS CLASSIFIED AS GW, GP, GM, SW, SP, SW-SM, SP-SM OR SM BY THE UNIFIED SOILS CLASSIFICATION SYSTEM, ASTM D2487.

LIMIT AMOUNT OF FINE MATERIAL PASSING NO. 200 SIEVE TO LESS THAN 5% MAXIMUM.

8. UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS SOILS CLASSIFIED AS GC, SW-SC, SP-SC, SC, ML, MH, CL, CH, OL, OH, AND PT BY THE UNIFIED SOIL CLASSIFICATION SYSTEM, OR ANY ORGANIC

MATERIAL. "MARL" IS AN UNSATISFACTORY SOIL MATERIAL.

9. BACKFILL ALL STRUCTURAL WORK WITH SATISFACTORY SOIL MATERIALS AND ENGINEERED FILL AS

SHOWN ON PLANS. DO NOT BACKFILL WITH FROZEN MATERIALS. DO NOT PLACE ROCKS LARGER

THAN 3" DIAMETER IN BACKFILL.

10. COMPACT SOILS BELOW FOOTINGS T0 A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY MODIFIED PROCTOR, ASTM D1557.

11. COMPACT BACKFILL IN LAYERS TO MINIMUM 95% MAXIMUM DENSITY AS DETERMINED BY MODIFIED

PROCTOR, OR MICHIGAN CONE TEST.

1. PROVIDE MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI (f'c = 4,000 PSI) FOR INTERIOR CONCRETE. PROVIDE NORMAL WEIGHT CONCRETE, 5,000 psi (f'c = 5,000 psi) WITH 6% ± 1.5% ENTRAINED AIR, MAXIMUM W/C RATIO < 0.40, AND MAXIMUM 4" SLUMP, UNLESS SUPER- PLASTICIZERS ARE USED FOR EXTERIOR APPLICATIONS. USE OF SUPER-PLASTICIZERS IS SUBJECT

TO PRIOR APPROVAL BY THE ENGINEER. DO NOT PROVIDE AIR CONTENT > 3% FOR TROWEL

FINISHED SLABS.

2. PROVIDE READY-MIX CONCRETE CONFORMING TO ASTM C-94.

3. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 117 301, 305R, 306.1, AND 308.1, LATEST

APPLICABLE EDITION.

4. PLACE ANCHOR RODS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN THE LATEST APPLICABLE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES" IN LIEU OF TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR

TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS".

5. REINFORCING STEEL CONFORMING TO ASTM A-615, GRADE 60 IS REQUIRED. PLACE REINFORCING

STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

6. REINFORCING STEEL SHAL NOT BE WELDED.

7. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO CONCRETE WITH DEWALT

PE1000+ EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

8. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS LISTED BELOW UNLESS

OTHERWISE NOTED.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH: 3"

B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER

1. NO. 5 OR SMALLER 1 1/2"

2. GREATER THAN NO. 5 2"

C. SLAB ON GRADE: 2" FROM T/SLAB

CONCRETE NOTES

BAR

SIZE ALL OTHER BARS

28"

37"

47"

56"

81"

93"

TOP BARS* ALL OTHER BARS TOP BARS* ALL OTHER BARSTOP BARS*

f'c = 3,000 psi f'c = 4,000 psi f'c = 5,000 psi

24"

33"

40"

49"

70"

81"

22"

29"

36"

44"

63"

72"

REINFORCEMENT LAP SPLICE LENGTH+

19"

25"

31"

38"

54"

62"

22"

29"

36"

43"

63"

72"

17"

23"

28"

34"

49"

56"

* TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

BELOW BAR.

+ LAP SPLICE LENGTHS SHOWN ARE CLASS B SPLICE LENGTHS FOR UNCOATED OR

GALVANIZED BARS WITH CLEAR COVER OF db OR MORE AND WITH CLEAR SPACING OF 2db OR MORE. INCREASE LAP LENGTHS BY 50% FOR EPOXY COATED OR DUAL ZINC- EPOXY COATED BARS WITH CLEAR COVER LESS THAN 3db OR WITH CLEAR SPACING LESS THAN 6db. INCREASE LAP LENGTHS BY 20% FOR EPOXY COATED OR DUAL ZINC- EPOXY COATED BARS WITH CLEAR COVER OF 3db OR MORE AND WITH CLEAR SPACING OF 6db OR MORE. SPLICE LENGTHS SHOWN ARE FOR NORMAL WEIGHT CONCRETE AND

REINFORCEMENT WITH A YIELD STRENGTH OF 60,000 PSI (60 KSI).

1. CONSTRUCT MASONRY IN ACCORDANCE WITH ACI 530.1/ASCE 6-CURRENT EDITION.

2. PROVIDE NORMAL WEIGHT CONCRETE UNIT MASONRY UNITS MANUFACTURED IN ACCORDANCE

WITH ASTM C90 WHICH WILL RESULT IN f'm = 1,900 PSI.

3. GROUT VOIDS AS INDICATED ON THE DRAWINGS, WITH GROUT CONFORMING TO ASTM C476.

GROUT BLOCK CORES UNDER BEAM BEARINGS AND AT LEAST 8'' EACH SIDE OF BEARING. PROVIDE

SLUMP BETWEEN 8 AND 11 INCHES.

4. LAY UNIT MASONRY IN A RUNNING BOND PATTERN UNLESS SPECIFICALLY SHOWN OTHERWISE ON

THE PLANS. TOOLS ALL JOINTS, ALL SURFACES.

5. MORTAR TYPE S MADE WITH MORTAR CEMENT AND COMPLYING WITH ASTM C270 IS REQUIRED.

6. PROTECT MASONRY BY COVERING TOP OF WALLS WITH WATERPROOF SHEETING AT THE END OF EACH DAY. DO NOT LAY WET OR FROZEN BRICK, STONE, OR BLOCK. PROVIDE TEMPORARY HEAT WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT. MAINTAIN MINIMUM 50 DEGREE

TEMPERATURE FOR 48 HOURS AFTER PLACING MASONRY.

7. GROUT ALL CORES CONTAINING REBAR AND VOIDS WHERE INDICATED.

8. ALL CORES BELOW GRADE SHALL BE GROUTED SOLID UP TO FINISHED FLOOR ELEVATION.

9. CORES CONTAINING EXPANSION OR ADHESIVE ANCHORS SHALL BE GROUTED SOLID.

10. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH BOND BEAMS. ALL HORIZONTAL

REINFORCEMENT IN BOND BEAMS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE BENT BARS

OF THE SAME SIZE AND NUMBER WITH A LAP OF 48 BAR DIAMETERS (12" MINIMUM).

11. COORDINATE WALL OPENINGS AND OTHER WALL CONFIGURATIONS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND OTHER DISCIPLINES.

12. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO MASONRY WITH DEWALT PE1000+

EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLED INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

13. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN ALTERNATE COURSES (16" OC) USING 9 GAUGE

LADDER STYLE OR EQUAL.

MASONRY NOTES

BAR SIZE

MINIMUM LAP SPLICE

f'm = 1,900 psi

COMMENTS

18"

24"

35"

66"

89"

135"

MIN 8" CMU

MIN 12" CMU

MINIMUM LAP SPLICE

f'm = 1,500 psi

18"

26"

40"

74"

101"

151"

* LAP SPLICE LENGTHS SHOWN ARE FOR UNCOATED BARS WITH

2" MINIMUM CLEAR COVER AND 2" MINIMUM CLEAR SPACING.

INCREASE LAP LENGTH BY 50% IF USING EPOXY COATED BARS.

LAP LENGTHS SHOWN ARE FOR REINFORCEMENT WITH A YIELD

STRENGTH OF 60,000 PSI (60 KSI).

WOOD FRAMING NOTES

10d

12d

16d

BOX

DESIGNATIONSIZE MIN SIZE

2" x 0.099" DIA

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

2" x 0.113" DIA

2 1/2" x 0.113" DIA

2 1/2" x 0.131" DIA

3" x 0.128" DIA

3" x 0.148" DIA

3 1/4" x 0.128" DIA

3 1/4" x 0.148" DIA

3 1/2" x 0.135" DIA

3 1/2" x 0.162" DIA

1. WOOD FRAMING MEMBERS SHALL BE OF THE FOLLOWING SPECIES AND GRADES, OR BETTER:

• 2x8 AND 2x12 RAFTERS - SOUTHERN PINE SELECT STRUCTURAL

• 2x4 AND 2x8 PLATES - SOUTHERN PINE NO. 2 OR BETTER, WITH BOTTOM PLY ON CMU WALLS

PRESSURE TREATED TO UC2 RETENTIONS

• 4x4 COL - SRUCE-PINE-FIR NO. 2 OR BETTER

• 6x6 COL - NORTHERN WHITE CEDAR OR WESTERN RED CEDARS NO. 1 OR BETTER

• 6x10 AND 4x10 BEAMS - NORTHERN WHITE CEDAR OR WESTERN RED CEDARS NO. 1 OR BETTER

• 2x BUILT-UP BEAMS - SPRUCE-PINE-FIR NO. 2 OR BETTER

• 2x STUDS - SPRUCE-PINE-FIR NO. 2 OR BETTER

• MISC. BLOCKING, LADDER FRAMING, ETC. - SPRUCE-PINE-FIR NO. 2 OR BETTER

• ALL WOOD LABELED "PT" SHALL BE SOUTHERN PINE NO. 2 OR BETTER AND SHALL BE

PRESSURE TREATED TO RETENTIONS REQUIRED BY AWPI U1 AS REQUIRED FOR UC2 FOR

INTERIOR CONSTRUCTION NOT IN CONTACT WITH THE GROUND, UC3B FOR EXTERIOR

CONSTRUCTION NOT IN CONTACT WITH THE GROUND AND UC4A FOR EXTERIOR

CONSTRUCTION IN CONTACT WITH THE GROUND. PRESSURE-TREATED (PT) WOOD SHALL BE

PREPARED IN ACCORDANCE WITH ASTM D1760 USING WATERBORNE PRESERVATIVES.

2. HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON STRONG-TIE OR EQUAL UNLESS

NOTED OTHERWISE. USE HANGERS FOR THE USE AS RECOMMENDED BY THE MANUFACTURER.

3. SHEATHING/FLOORING SHALL BE APA GRADED AS FOLLOWS:

A. ROOF SHEATHING: 19/32" MIN, 40/20 SPAN-RATED EXPOSURE 1

B. WALL SHEATHING: 15/32" MIN, 32/16 SPAN-RATED EXPOSURE 1

4. MINIMUM REQUIREMENTS FOR ENGINEERED WOOD PRODUCTS ARE INDICATED AS FOLLOWS.

PROVIDE BRACING AND DETAIL INSTALLATION PER MANUFACTURER'S REQUIREMENTS FOR ALL

PRODUCTS.

A. 2.0E LAMINATED VENEER LUMBER; Fb=2,600 PSI; E=2.0X10^6 PSI; Fv=285 PSI; Fcperp =750

PSI, AS MANUFACTURED BY WEYERHAEUSER, OR APPROVED EQUIVALENT.

B. 2.0E PARALLAM PARALLEL STRAND LUMBER; Fb=2,900 PSI; E=2.0X10^6 PSI; Fv=290 PSI;

Fcperp= 625 PSI, AS MANUFACTURED BY TRUS JOIST MACMILLAN, OR APPROVED

EQUIVALENT.

5. INSTALL SOLID 2X S4S BLOCKING AT ALL RAFTER BEARINGS. ADJUST BLOCK DEPTH AS REQUIRED

FOR AIR SPACE.

6. "WD COL" DENOTES SOLID OR BUILT-UP WOOD COLUMNS, GLUE AND NAIL STUDS TOGETHER TO

FORM BUILT-UP WOOD COLUMNS. USE NUMBER OF STUDS FOR EACH COLUMN SUCH THAT THE

COLUMN WIDTH EQUALS OR EXCEEDS THE WIDTH OF THE SUPPORTED MEMBER, BUT IN NO CASE

LESS THAN THREE STUDS.

7. WHERE HEADERS ARE NOT SPECIFIED OVER DOORS, WINDOWS OR OTHER OPENINGS WITHIN

BEARING OR EXTERIOR WALLS PROVIDE A MINIMUM (3) 2X12 HEADER. U.N.O. ALL WINDOW

PENETRATIONS SHALL HAVE MINIMUM (2) SILL PLATES.

8. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER AND PROTECTED

WITHIN THE BUILDING ENVELOPE (ADEQUATELY SHIELDED FROM DIRECT CONTACT WITH

MOISTURE) SHALL BE STAINLESS STEEL OR GALVANIZED TO G60 PER ASTM A924 REQUIREMENTS.

STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER LOCATED OUTSIDE

OF THE BUILDING ENVELOPE OR EXPOSED TO MOISTURE SHALL BE STAINLESS STEEL OR

GALVANIZED TO G90 PER ASTM 924.

9. FASTEN MEMBERS IN ACCORDANCE WITH MICHIGAN BUILDING CODE TABLE 2304.10.1, UNLESS

OTHERWISE NOTED.

10. WHERE NOTED, NAIL SIZES ARE BASED ON THE FOLLOWING MINIMUM SIZES

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND

SPECIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN DOCUMENTS, THE STRICTEST PROVISION

SHALL GOVERN.

2. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LOAD IMPOSED UPON THE STRUCTURAL FRAMING

SYSTEM DURING CONSTRUCTION. LOADS, INCLUDING CONSTRUCTION LOADS, MUST NOT EXCEED

THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. THE CONTRACTOR SHALL INFORM THE ENGINEER OF POTENTIAL CONSTRUCTION LOADS DEEMED EXCESSIVE BY THE

CONTRACTOR.

3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE

MEANS OR METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURE, CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES OR

TEMPORARY BRACING NECESSARY TO ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE

AND ITS COMPONENTS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.

4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE

GOVERNING BUILDING CODE: MICHIGAN BUILDING CODE, CURRENT EDITION.

5. ALL SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY

THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY. SHOP DRAWINGS

SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ENGINEERS APPROVAL OF SHOP

DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR FIT, QUANTITY AND

CONSTRUCTION QUALITY CONTROL.

6. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, ELECTRICAL AND

MECHANICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RELEVANT

DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED

MANUFACTURERS CERTIFIED EQUIPMENT DRAWINGS AND COORDINATING ANY REQUIREMENTS

WITH SHOP DRAWINGS AND WORK.

7. MECHANICAL FRAMING LOADS, OPENINGS AND SUPPORT STRUCTURE ARE SHOWN FOR BIDDING

PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO

VERIFY EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT TO

THE ATTENTION OF THE ENGINEER OF RECORD.

8. THE CONTRACTOR SHALL INFORM THE ENGINEER/ARCHITECT OF ANY DEVIATIONS FROM THE

DRAWINGS. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL

FROM THE ENGINEER.

9. DRAWINGS ARE INTENDED TO BE PRINTED PER THE SCALE PROVIDED. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF ADDITIONAL DIMENSIONS ARE REQUIRED. DO NOT SCALE DRAWINGS.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL AT ANY TIME. ANY METAL PARTS

IN CONTACT WITH OTHER METAL PARTS SHALL BE OF A SIMILAR METAL.

11. CONTRACTOR SHALL RECOGNIZE EFFECTS OF THERMAL MOVEMENTS AND MOISTURE CONTENT

CHANGES OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD AND CONSIDER THESE

EFFECTS DURING CONSTRUCTION AND/OR ERECTION SEQUENCES.

12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE AND FUNCTIONING SYSTEMS, INCLUDING BUT NOT LIMITED TO, PROVIDING (AT NO ADDITIONAL COST) ITEMS NOT SPECIFICALLY

SHOWN IN THESE DRAWINGS WHICH ARE NORMALLY CONSIDERED NECESSARY.

GENERAL NOTES - STRUCTURAL

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ARCHITECTS ENGINEERS PLANNERS

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F ile

N o.

D D

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E W

BACK WALL

C O

N T

R O

L W

SEE PLAN

S E

E P

NOTE: DIMENSIONS TO FINISH FACES

CONTROL WALLBACK WALLSIDE WALL

6' -8

SH COORDINATES WITH SH-1 ON

THE PLUMBING SCHEDULE

60" MIN

E W

BACK WALL

60" MIN

BACK WALL

6" MAX

CONTROLS

LOCATION

MAX

2 1/2"

NOTE: DIMENSIONS TO FINISH FACES

MIN

16"

27" MAX

SIDE WALL SIDE WALL

MAX

1 1/2"

3" MAX

" 48

"GB-36

GB-24 SS

SH-A

SH-A COORDINATES WITH

SH-2 AND SH-3 IN THE

PLUMBING SCHEDULE

@ WOMEN'S ONLY

C L

" C L

SND-1

GB-42

GB-18

CL17"

CLCL 43" 11" 15" 4"

7' -2

7'-6"

GB-36

36" X 48" CLEAR SPACE AT OUT SWING

DOOR

54" X 60" CLEAR SPACE AT IN SWING

DOOR

30" X 48" LAVATORY CLEAR SPACE

56" X 60" TOILET CLEAR SPACE

60" TURNING CIRCLE

DOOR SWING IN OR OUT AS SHOWN

ON FLOOR PLAN

MR-S

HK-A

SEE PLAN

CLEQ EQ

@ WOMEN'S ONLY

C L

" C L

SND-1

A P

P R

O A

C H

GB-36

GB-42

GB-18

NOTE:

1. REFER TO MOUNTING

LOCATIONS LEGEND

2. REFER TO PLANS FOR

ADDITIONAL ACCESSORIES

60" CLEAR MIN

C L

" C L

SND-1

56" X 60" CLEAR SPACE

32" CLEAR, SELF-CLOSING DOOR

VERT

@ WOMEN'S ONLY

GENERAL NOTES:

1. COMPLY WITH THE STATE BUILDING CODE, ICC A117.1, AND THE AMERICANS WITH DISABILITIES ACT.

2. PROVIDE BLOCKING BEHIND TOILET ACCESSORIES FOR SECURE MOUNTING TO WITHSTAND 250# VERTICAL AND HORIZONTAL FORCE.

3. EXPOSED WATER SUPPLY AND DRAINAGE PIPES BELOW LAVATORIES OR SINKS MUST BE INSULATED OR OTHERWISE POSITIONED TO PROTECT AGAINST CONTACT. THERE MUST BE NO SHARP OR ABRASIVE SURFACES BELOW LAVATORY.

4. REFER TO PLUMBING SCHEDULES FOR FIXTURE TYPES. FIXTURES MAY NOT BE REPRESENTED ACCURATELY IN DIAGRAMS BELOW.

FRONT

ACCESSIBLE HI-LO

DRINKING FOUNTAINMIRROR OR MIRROR

AND SHELF

GRAB BARS TOILET PAPER

DISPENSER

WALL MOUNTED URINAL

30" MIN

SINKS & LAVATORIES

E W

MIN

15"

MAX

12"

54" MIN

CL40"

2'-0"

MIN

1'-0"

36" MIN

WALL OR PARTITION

60" CLEAR

MIN

13 1/2"

M A

CLEAR

30" MIN

IN S

O U

M A

S P

O U

T O

S S

M A

SANITARY NAPKIN

DISPOSAL

M A

ABOVE

SINK

BABY CHANGING

STATION

T A

T O

5" MAX 15"

MIN

17"

IN9"

8" MIN

6" MIN

COAT HOOK SOAP

DISPENSER

M A

X 54

M A

ACCESSIBLE NON-

ACC.

SHOWER CURTAIN & ROD

WITH SUSPENSION HOOKS

REFER TO PLANS

C L

SHOWER SEAT

(ICC A117.1 610.3 COMPLIANT)

P E

N S

E R

M A

HAND DRYER WITH

SPLASH GUARD

DF-ADF

GB-18

GB-36

UR-A UR

LV-W LV-C MR-SBCS HK-2-A SD

SCR SS-L SS

HD-A

OTHER ACCESSORIES

GB-42

42" MAX

24" MIN

2" M

CL33"

SHOWER/TUB ACCESSORIES

T O

WATER CLOSET

R E

A R

W A

R E

A R

W A

R E

A R

W A

E W

BH-S

MOP & BROOM

HOLDER WITH

SHELF

SIDE

T O

P O

F H

O O

M A

HK-2

ACCESSIBLE

COAT HOOK

SND-2SND-1

SHOWER

HEAD

MOUNTING LOCATIONS LEGEND

RESTROOM ACCESSORIES

TOILET COMPARTMENT ACCESSORIES

BENCH

1' -5

3' -4

SHARP OPJECT

DISPOSAL

SOD

18"

MOUNT ON

LATCH SIDE

OF DOOR

MOUNT ON

LATCH RIGHT

OF DOOR

COMPLY WITH ICC A117.1 SECTION 703.2.8

FIRE AND SMOKE WALLS, BARRIERS, AND/OR PARTITIONS

ARE TO COMPLY WITH ICC A117.1 SECTION 703.7

CLG LINEPROVIDE SIGNAGE WITHIN

ATTIC SPACES "FIRE AND/OR

SMOKE BARRIER - PROTECT

ALL OPENINGS"

EQ EQ

18" CLEAR

EQ EQ

15'-0" MAX 30'-0" MAX 15'-0" MAX

SIGNAGE MOUNTING LEGEND

SIGNS TO COMPLY WITH ICC A117.1-2009,

SECTION 703, SIGNAGE

6 1/2" +/-7" +/-

AS REQUIRED

SIGNAGE LEGEND

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S T

R O

O M

D E

T A

C ou nt y R oa d

N ew be rr y, M

I 4

M U

S K

O N

G E

L A

K E

S T

A T

E P

A R

W E

S T

C A

M P

G R

O U

N D

T O

T S

H O

W E

R B

C O

N S

T R

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N D

O C

U M

E N

T S

-2 2-

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1/4" = 1'-0"

SH-1 - TYPICAL SHOWER

1/4" = 1'-0"

SH-2 - ROLL-IN SHOWER

1/4" = 1'-0"

TR-1 - STANDARD ACCESSIBLE TOILET

1/4" = 1'-0"

TS-1 - TYPICAL STALL

1/4" = 1'-0"

TS-2 - ALTERNATE ACCESSIBLE STALL 1

D D

E N

D U

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1 1

1. REFER TO A-002 FOR ACCESSORY MOUNTING HEIGHTS

GENERAL NOTES - INTERIOR ELEVATIONS

SCR

GB-42

SCR

VALVE

SHOWER HEAD

VALVE

SHOWER HEAD

SH-A

M A

GB-24

SCR

1'-0" 1'-6"

HK-2-A HK-2-A

HK-2

1'-0" 1'-6"

HK-2

BCS

LV-C

MR-S

SD HD-A

SOLID SURFACE PANEL

GB-36

WC-A

GB-24

GB-42

SND-2

SOD

DF-A

3'-4"

3' -4

2' -8

SMOOTH

FACE CMU

1'-0" 1'-6"

EDGE OF

DOOR

MASONRY

OPENING

SPLIT FACE

CMU

SPLIT FACE

CMU

2' -0

S T

A T

E O

F M

D E

N A

N D

C O

N S

T R

U C

N D

D E

P A

R T

M E

N T

O F

T E

C H

N O

Y , M

A N

A G

E M

E N

T A

D G

E T

S T

A T

E F

A C

A D

R A

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C O

P Y

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M A

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C O

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H E

O R

A L

A N

D U

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U B

H E

D W

O R

K O

F O

H M

A N

D T

H E

S A

M E

M A

Y N

O T

B E

D U

C A

T E

D , D

U T

E D

, O R

S E

D W

O U

T P

R W

T E

N C

O N

S E

N T

O F

O H

U E

D F

O R

R O

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M D

N E

L E

A D

A M

P . L

A C

H , R

A , D

C T

O R

:4 8:

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-2 2-

M us ka llo ng e

S ta te P ar k/

_M S

P _A

2W es tC G

B ld g_

E N

.r vt

A-451

E R

V A

N S

C ou nt y R oa d

N ew be rr y, M

I 4

M U

S K

O N

G E

L A

K E

S T

A T

E P

A R

W E

S T

C A

M P

G R

O U

N D

T O

T S

H O

W E

R B

C O

N S

T R

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N D

O C

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E N

T S

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SHEET KEYNOTES - INT. ELEVATION

01 LIGHT FIXTURE: REFER TO ELEC

02 DIFFUSER: REFER TO MECH

3/8" = 1'-0"1

ADA UNISEX SHOWER

3/8" = 1'-0"2

ADA UNISEX SHOWER

3/8" = 1'-0"3

ADA UNISEX SHOWER

3/8" = 1'-0"4

UNISEX SHOWER

3/8" = 1'-0"5

UNISEX SHOWER

3/8" = 1'-0"6

UNISEX SHOWER

3/8" = 1'-0"9

FAMILY/ ADA LAV 111

3/8" = 1'-0"8

FAMILY/ ADA LAV 111

3/8" = 1'-0"7

FAMILY/ ADA LAV 111

3/8" = 1'-0"10

EXTERIOR ACCESSIBLE HI-LO

DRINKING FOUNTAIN

CEDAR TONGUE AND

GROOVE - CLEAR

FINISH, TYP

CMU - PAINTED, TYP

D D

E N

D U

/0 7/

2 1

SHOWER PARTITION.

WALL MOUNTED AND

OVERHEAD BRACED

(SHOWED DASHED FOR

CLARITY)

HOSE BIB

CONNECT TO EXISTING

ELBOW DOWN

ELBOW UP

TEE UP

TEE DOWN

CLEAN OUT

CONCENTRIC REDUCER

ECCENTRIC REDUCER

END CAP

UNION

STRAINER

FLANGED CONNECTION

EXPANSION JOINT

3-WAY VALVE

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

CONTROL VALVE

GATE VALVE

GLOBE VALVE

RELIEF VALVE

BACK FLOW PREVENTER

PRESSURE REDUCING VALVE

WATER REGULATOR VALVE

GAS METER

WATER METER

PRV

BFP

AIR CHAMBER

AIR ELIMINATOR

AIR SEPARATOR

AUTOMATIC AIR VENT

COMPOUND GAUGE

PRESSURE GAUGE

SHOCK ABSORBER

XX-X

PLUMBING FIXTURE / EQUIPMENT

INDICATOR

FLOOR DRAIN

PLUMBING SYMBOLS LEGEND

OTHER SYMBOLS

PIPE FITTINGSPIPE FITTINGSVALVES

PIPING

DOMESTIC HOT WATER

1" TO 1 1/2"

SEE NOTE 1

FIBERGLASS SELF SEALING W/PVC FITTING COVERS

DOMESTIC COLD WATER 1" FIBERGLASS SELF SEALING W/PVC FITTING COVERS

PIPE SYSTEM THICKNESS TYPE REMARKS

1. FOR PIPING NO LARGER THAN 1 1/2", INSULATION THICKNESS SHALL BE 1", FOR PIPING 1 1/2" AND

LARGER, INSULATION THICKNESS SHALL BE 1 1/2"

PIPE INSULATION SCHEDULE

STEEL CAST IRON COPPER PVC/ABS

1 1/2" 5 - 6 3 3/8"

6 - 6 4 3/8"

1" 7 - 6 4 3/8"

1 1/4" 8 - 6 4 3/8"

1 1/2" 9 5 10 4 3/8"

2" 10 5 10 4 3/8"

2 1/2" 10 - 10 4 1/2"

3" 10 5 10 4 1/2"

4" 10 5 10 4 1/2"

5" 10 5 10 - 1/2"

6" 10 5 10 - 1/2"

PIPE SIZE

(NOMINAL)

HANGER SPACING (FT) HANGER ROD

SIZE

22 GA. METAL SLEEVE

@ SUPPORT 10" LONG

HANGER

HANGER ROD (SEE

SCHEDULE)

HIGH DENSITY PIPE

COVERING OR RIGID

INSULATION FOR PIPE

SIZES 2" OR LARGER.

3/4"

PIPE HANGER SCHEDULE

TYPE DESCRIPTION MFR CATALOG NO. TRIM REMARKS ADA

SH-2

SH-1

SURFACE MOUNT SHOWER SYSTEM

W/ PRESSURE BALANCING MIXING

VALVE 1.5 GPM

SYMMONS H901S-WD-15

WH-1

HIGH EFFICIENCY GAS WATER

HEATER

AO SMITH BTH-199(A) 100 GAL CAPACITY

199,900 BTU

S-2

24" X 24" X 10" FLOOR SERVICE

SINK

ONE PIECE CONSTRUCTION

FIAT MSB 2424 FAUCET - FIAT 830-AA

MOP HANGER - DELTA 28T910

HOSE HANGER - DELTA 28T911

GUARD - FIAT E-77-AA

REMOVABLE STAINLESS STEEL STRAINER,

MOUNT FAUCET 36" AFF

WCO-1

WALL CLEANOUT ZURN ZAB-1469 DCCI BODY W/ ROUND

POLISHED STAINLESS STEEL

WALL ACCESS COVER

FCO-1

FLOOR CLEANOUT, LEVEL-TROL

ADJUSTABLE

ZURN ZN-1400 DCCI BODY W/ ROUND

POLISHED NICKEL BRONZE

SCORIATED TOP

FD-1

FLOOR DRAIN, CAST IRON BODY W/

NICKEL BRONZE FINISH, ADJUSTABLE

COLLAR & TRAP SEAL PRIMER

MIFAB F1100-C - MEMBRANE FLOOR 5" POLISHED NICKEL BRONZE

TYPE "B" ROUND STRAINER

BARRIER TRAP SEAL: SMITH MFG.

CO. 2692-03

VERIFY SETTING BEFORE CONCRETE SETS

DF-1

OUTDOOR WALL MOUNT DRINKING

FOUNTAIN

NON-FILTERED, NON-REFRIGERATED

ELKAY LK4405 TYPE 316 STAINLESS

STEEL, HEAVY DUTY VANDAL

RESISTANT, FRONT BUBBLER

BUTTON ACTIVATION

MOUNT PER ADA REQUIREMENTS

S-1

49" X 24" UTULITY SINK, WALL

HUNG W/ DRAIN BOARD

JUST MAN. CO A-46712 FAUCET - ELKAY LK940HA10L2S

STRAINER - JONES STEPHENS

CORP. S14014

MIXING VALVE - WATTS LFE-480

PTRAP - TRUBRO LAV GUARD 2

L-2

L-1

SEE ARCHITECTURAL

FOR LAVATORY INFORMATION

FAUCET- CHICAGO FAUCETS

802-665ABCP

U-2

WALL HUNG URINAL

VITREOUS CHINA, WHITE

AMERICAN STD 6590.001

U-1

WALL HUNG URINAL

VITREOUS CHINA, WHITE

SENSORED FLUSH VALVE -

SLOAN 186 ESS

CARRIER - ZURN Z1221

WC-1

WALL MOUNTED WATER CLOSET

VITREOUS CHINA, WHITE, ELONGATED RIM,

1.6 GAL FLUSH

AMERICAN STD 3351.101 MOUNT PER ADA REQUIREMENTS

PLUMBING FIXTURE SCHEDULE

AMERICAN STD 6590.001

SENSORED FLUSH VALVE -

SLOAN 186 ESS

CARRIER - ZURN Z1221

F1100 - NON-MEMBRANE FLOOR

SYMMONS H901-WD-15

HR-1

STAINLESS STEEL HAND CRANK HOSE

REEL

COXREELS 1125-5-100-SS

SHOWER HEAD, VALVE,

AND SOAP DISH

INCLUDED

MOUNT PER ADA REQUIREMENTS

MIXING VALVE - WATTS LFE-480

PTRAP - TRUBRO LAV GUARD 2

MIXING VALVE - WATTS LFE-480

PTRAP - TRUBRO LAV GUARD 2

SEE ARCHITECTURAL

FOR LAVATORY INFORMATION

FAUCET- CHICAGO FAUCETS

895-665ABCP

PROVIDE CONDENSATE NEUTRALIZATION

KIT, CONCENTRIC VENT KIT, LP GAS

REGULATOR

SURFACE MOUNT SHOWER SYSTEM

W/ PRESSURE BALANCING MIXING

VALVE 1.5 GPM

ET-1

POTABLE EXPANSION TANK WATTS PLT-35-M1 1" CONNECTION, 14 GAL

SEAT - BEMIS 1955CTFR

SENSORED FLUSH VALVE -

SLOAN 111 ESS

CARRIER - JOSAM 12674-10-XSD

3/4" HOSE

100 FT

HB-1

NON-FREEZE WALL HYDRANT W/ LOOSE

KEY

ZURN Z1315 POLISHED BRONZE FACE, 3/4"

VACUUM BREAKER

PROVIDE WITH WINTER DRAIN RELIEF

VALVE

SH-3

SYMMONS H901S-WD-15 SHOWER HEAD, VALVE AND SOAP

DISH INCLUDED

SEE DETAIL 5/A-451 FOR VALVE &

HEAD HEIGHT REQUIREMENTS

SURFACE MOUNT SHOWER SYSTEM

W/ PRESSURE BALANCING MIXING

VALVE 1.5 GPM

PROVIDE WITH WINTER DRAIN RELIEF

VALVE

PROVIDE WITH WINTER DRAIN RELIEF

VALVE

SHOWER HEAD AND

VALVE INCLUDED

NEW EXISTING DEMOLISH

DOMESTIC COLD WATER

DOMESTIC HOT WATER

SANITARY VENT

SANITARY WASTE

6"ø CW

6"ø HW

6"ø CW

6"ø HW

6"ø CW

6"ø HW

1. ALL PLUMBING EQUIPMENT AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE 2018 STATE OF MICHIGAN PLUMBING CODE AND THE 2018

INTERNATIONAL PLUMBING CODE.

2. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING A PLUMBING PERMIT AND INSPECTIONS. A FINAL INSPECTION CERTIFICATE SHALL BE

SUBMITTED BEFORE FINAL PAYMENT WILL BE ISSUED.

3. THE PLUMBING CONTRACTOR SHALL FURNISH SHOP DRAWINGS ON FIXTURES, APPURTENANCES AND MATERIALS THAT HE INTENDS TO FURNISH, FOR

APPROVAL TO OWNER.

4. A BOUND MANUAL SHALL BE SUBMITTED UPON COMPLETION WITH MAINTENANCE INSTRUCTIONS, PARTS LISTS, AND MANUFACTURER'S WARRANTIES. ALSO A WARRANTY FROM THE PLUMBING CONTRACTOR ALONG WITH RECORD DRAWINGS SHALL BE SUBMITTED AT THIS TIME.

GENERAL NOTES - PLUMBING

THERMOMETER

1-1/2" H

OT W

ATER LINE

1-1/2" C

OLD W

ATER LINE

1-1/2" G

AS LINE

GAS COCK

UNION

DIRT LEG

BALL VALVE

DRAIN

VALVEET-1

CHECK VALVE

DRAIN

VALVE

DIRT LEG

1" G

1" G1-1/2" HW

1-1/2" HW

1-1/2" CW

DRAIN

VALVEMOUNT ON FLOOR

WITH STAND

4" HOUSEKEEPING

PAD

4" HOUSEKEEPING

PAD

MARK DESCRIPTION BTU / HOUR CU FT / HOUR REMARKS

WH-1 WATER HEATER

WH-2 WATER HEATER

TOTALS 518,000 208

GAS LOAD SCHEDULE

199,000

80 BASED ON 11" WC PROPANE

BASED ON 11" WC PROPANE

F-1 FURNACE 120,000 LP GAS CONVERSION KIT48

6"ø V

6"ø W

6"ø V

6"ø W

6"ø V

6"ø W

S T

A T

E O

F M

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N A

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C O

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D E

P A

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C H

N O

Y , M

A N

A G

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T A

D G

E T

S T

A T

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A C

A D

R A

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P Y

H T

H M

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S A

N D

W R

E N

M A

T E

P P

E A

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C O

N S

U T

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H E

O R

A L

A N

D U

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U B

H E

D W

O R

K O

F O

H M

A N

D T

H E

S A

M E

M A

Y N

O T

B E

D U

C A

T E

D , D

U T

E D

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S E

D W

O U

T P

R W

T E

N C

O N

S E

N T

O F

O H

U E

D F

O R

R O

T N

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B E

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M D

N E

L E

A D

A M

P . L

A C

H , R

A , D

C T

O R

M B

-2 2-

M us ka llo ng e

S ta te P ar k/

P M

E _M

S P

_A 2W es tC

G B ld g_

_C E

N .r vt

P-001

M B

N O

T E

S A

N D

S Y

M B

C ou nt y R oa d

N ew be rr y, M

I 4

M U

S K

O N

G E

L A

K E

S T

A T

E P

A R

W E

S T

C A

M P

G R

O U

N D

T O

T S

H O

W E

R B

C O

N S

T R

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N D

O C

U M

E N

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PLUMBING ABBREVIATIONS

OD OVERFLOW DRAIN

PRV PRESSURE REDUCING VALVE

RD ROOF DRAIN

S SINK

SH SHOWER

TYP TYPICAL

U URINAL

VRT VENT THROUGH ROOF

WC WATER CLOSET

WCO WALL CLEAN OUT

WH WATER HEATER

PLUMBING ABBREVIATIONS

AAV AIR ADMITTANCE VALVE

AFF ABOVE FINISHED FLOOR

BFP BACK FLOW PREVENTER

DF DRINKING FOUNTAIN

DW DISHWASHER

DWV DRAIN WASTE & VENT

EWC ELECTRIC WATER COOLER

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

HB HOSE BIB

HR HOSE REEL

HVAC HEATING VENTILATING & AIR CONDITIONING

HWCP HOT WATER CIRCULATION PUMP

L LAVATORY

LP LIQUIFIED PETROLEUM GAS

MH MANHOLE

MISC MISCELLANEOUS

MTD MOUNTED

N.T.S

DUAL WATER HEATER DETAIL

D D

E N

D U

/0 7/

FD-1 FD-1 FD-1 FD-1

WCO-1 WCO-1

FCO-1

FD-1

L-2L-2

U-2

U-1

WC-1

S-1

S-2

L-1

DF-1

3" W

3" ø

W 3" ø

3" W TO FD

(TYP)

2" W TO

URINAL

1-1/2" W TO

LAV (TYP)

4" W TO WC

(TYP)

2" V UP

FOR CONTINUATION

SEE CIVIL SHEET C-130

MEN'S

WOMEN'S

STORAGE ROOM

LAVATORY

PORCH B

PORCH A

SHOWER

4" ø

4" W PIPE IN PIPE

CHASE AFF

4" W PIPE IN PIPE

CHASE AFF

DROP TO

BELOW FLOOR

4" W BELOW

FLOOR

4"ø W

3"ø W

4" VTR

FD-1

2" V UP

FD-1 FD-1 FD-1 FD-1

L-1

2" W TO DF-1,

2" VENT UP

2" V UP

2" V UP 2" V UP

HR-1

3"ø W

3"ø V

4" ø

4"ø W4"ø W

2"ø V

2" ø V3"ø W

4"ø W

3"ø W

WC-1

WC-1 WC-1

WC-1

DF-1

2" ø V

2"ø V

2" ø

3"ø V

2"ø V

2" ø V

3" ø

3"ø W

3"ø V

2"ø V

2" ø V

4" PIPE IN PIPE CHASE AFF

WCO-1

3"ø W

SH-1

SH-2 SH-1 SH-2

L-2L-2

U-2

U-1

WC-1

S-1

S-2

L-1

DF-1

2" ø

C W

1"ø HW

3/ 4" ø H

3/ 4" ø C

1"ø CW

1" ø

C W

1" ø

H W

1"ø HW

2" ø

H W

1 1/2"ø HW

2 1/2"ø CW

1 1/2"ø CW 1 1/2"ø CW

1 1/2"ø HW

2" ø

C W

1"ø CW

2" ø

H W

1"ø CW

3/4"ø CW

1"ø CW

3/4"ø CW

1/2"ø CW

1 1/2"ø CW

1"ø CW

3/4"ø CW 3/4"ø HW

1"ø HW 1"ø CW

WH-1

MEN'S

WOMEN'S

LAVATORY

PORCH B

PORCH A

SHOWER

STORAGE ROOM

FOR WATER HEATER

PIPING SEE 1/P-001

3/4" CW & HW

TO SH-1 (TYP)

F-1

3/4"ø G

1 1/2"ø G1"ø G

2" ø

1/ 2" ø G

FOR CONTINUATION SEE

CIVIL SHEET C-130

FOR CONTINUATION SEE

CIVIL SHEET C-130

L-1

HR-1

3/4" CW & HW

TO L-1 (TYP)

3/4"ø CW

HR-1

3/4" CW TO

HR-1 (TYP)

CW PIPE

UNDERGROUND

2-1/2" CW UP

3/4"ø CW 3/4"ø HW

WC-1

WC-1 WC-1

WC-1

HB-1

3/4" CW TO HB-1

BELOW S-1

1/2" CW TO DF-1DF-1

3/4" CW & HW

TO L-2 (TYP)

1 1/2"ø CW

3/4" CW & HW

TO S-2

VENTLESS LP

GAS REGULATOR

3/4" CW & HW

TO SH-2 & SH-3SH-3 SH-3

3/4" CW & HW

TO SH-2 & SH-3

1"ø CW 1"ø HW

1. PROVIDE THE APPROPRIATE AMOUNT OF WATER DRAINS AND CAPPED PIPES TO THOROUGHLY BLOW OUT

THE WATER PIPING FOR WINTERIZATION. PIPES TO BE SLOPE TO GRAVITY DRAIN.

2. PIPING TO BE INSULATED, INSTALLED AS HIGH AS POSSIBLE (MIN. 7'-0") AND TIGHT TO WALLS TO ALLOW

MAXIMUM TRAVEL CLEARANCE.

3. ALL FIXTURES TO BE FED / SERVICED FROM MECHANICAL CHASE.

4. FLR DF-1, PROVIDE SHUT-OFF VALVE IN THE PIPE GALLERY AND ADD AIR SHIFTER ON THE LINE AND A TRAP WITH A PLUG IN THE FOUNTAIN HOUSING TO WINTERIZE, SHUT-OFF THE WATER, BLOW THE LINE AND

PULL THE PLUG.

5. PROVIDE SHUT-OFF VALVES AT EACH PLUMBING FIXTURE.

6. INSTALL ALL SANITARY / VENT PIPING IN SERVICE CORRIDOR AS CLOSE TO WALL AS POSSIBLE TO ALLOW

FOR MAXIMUM TRAVEL CLEARANCE.

7. VENT PIPING SHALL BE INSTALLED AS HIGH AS POSSIBLE.

8. WALL CORES SHALL BE AS SMALL AS POSSIBLE IN ORDER TO GET PIPING / INSULATION / DUCTWORK

THROUGH.

9. REFERENCE STRUCTURAL PLANS FOR FLOOR DRAIN ELEVATIONS.

GENERAL NOTES - PLUMBING

S T

A T

E O

F M

D E

N A

N D

C O

N S

T R

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N D

D E

P A

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M E

N T

O F

T E

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N O

Y , M

A N

A G

E M

E N

T A

D G

E T

S T

A T

E F

A C

A D

R A

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C O

N S

U T

E T

H E

O R

A L

A N

D U

N P

U B

H E

D W

O R

K O

F O

H M

A N

D T

H E

S A

M E

M A

Y N

O T

B E

D U

C A

T E

D , D

U T

E D

, O R

S E

D W

O U

T P

R W

T E

N C

O N

S E

N T

O F

O H

U E

D F

O R

R O

T N

U M

B E

R P

M D

N E

L E

A D

A M

P . L

A C

H , R

A , D

C T

O R

M B

-2 2-

M us ka llo ng e

S ta te P ar k/

P M

E _M

S P

_A 2W es tC

G B ld g_

_C E

N .r vt

P-101

M B

C ou nt y R oa d

N ew be rr y, M

I 4

M U

S K

O N

G E

L A

K E

S T

A T

E P

A R

W E

S T

C A

M P

G R

O U

N D

T O

T S

H O

W E

R B

C O

N S

T R

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N D

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U M

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Z H

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B G

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1/4" = 1'-0"1

FIRST FLOOR DRAIN, WASTE & VENT PLAN

1/4" = 1'-0"2

FIRST FLOOR DOMESTIC WATER & GAS PLAN

D D

E N

D U

/0 7/

2 1

FD-1

WCO-1

FD-1

WCO-1 FD-1

4" VTR

FD-1

S-1

L-2

FD-1

WC-1

FD-1

S-2

FCO-1

FD-1

WC-1

WC-1 WC-1

U-1 U-2

FD-1

S-2

FD-1

L-1

FCO-1

DF-1

3"ø V

3"ø V 2"ø V

2" ø

2"ø V

3" ø

3"ø V

2"ø V

3" ø

3"ø V

2"ø V

4"ø W

3"ø W

4"ø W

3"ø W

4"ø W

3" ø

3"ø W

3" ø

FD-1

WCO-1

3"ø W

3" ø

2"ø V

4"ø W

3"ø W

4"ø W

3"ø V

2"ø V

2" ø

3"ø W

2" ø

4"ø W

FOR CONTINUATION

SEE CIVIL SHEET C-130

FD-1

3"ø W

3" ø

L-2

4"ø W

3/4" HW & CW

TO LAV (TYP)

1 1/2"ø HW

1 1/2"ø G 2"ø CW

1 1/2"ø HW

2 1/2"ø CW

1 1/2"ø G

1 1/2"ø CW

1" CW TO WC

(TYP)

3/4" CW TO

U (TYP)

3/4" CW TO

HR (TYP)

3/4" G

TO F-1

3/4" HW & CW

TO SH (TYP)

3/4" HW & CW

TO S-2 (TYP)

3/ 4" ø C

WINTREX BLOWOFF VALVE,

SEE DETAIL 3/C-510

FOR CONTINUATION SEE

CIVIL SHEET C-130

FOR CONTINUATION SEE

CIVIL SHEET C-130

SH-2

SH-1

SH-2

HB-1

S-1

L-1

WC-1

U-1

U-2

L-1

S-2 L-1

L-1

HR-1

L-2

DF-1

L-2

L-1

S-2

HR-1

WH-1

VENTLESS LP GAS

REGULATOR

SH-3

1" HW & CW

1. PROVIDE THE APPROPRIATE AMOUNT OF WATER DRAINS AND CAPPED PIPES TO THOROUGHLY BLOW OUT

THE WATER PIPING FOR WINTERIZATION. PIPES TO BE SLOPE TO GRAVITY DRAIN.

2. PIPING TO BE INSULATED, INSTALLED AS HIGH AS POSSIBLE (MIN. 7'-0") AND TIGHT TO WALLS TO ALLOW

MAXIMUM TRAVEL CLEARANCE.

3. ALL FIXTURES TO BE FED / SERVICED FROM MECHANICAL CHASE.

4. FLR DF-1, PROVIDE SHUT-OFF VALVE IN THE PIPE GALLERY AND ADD AIR SHIFTER ON THE LINE AND A TRAP WITH A PLUG IN THE FOUNTAIN HOUSING TO WINTERIZE, SHUT-OFF THE WATER, BLOW THE LINE AND

PULL THE PLUG.

5. PROVIDE SHUT-OFF VALVES AT EACH PLUMBING FIXTURE.

6. INSTALL ALL SANITARY / VENT PIPING IN SERVICE CORRIDOR AS CLOSE TO WALL AS POSSIBLE TO ALLOW

FOR MAXIMUM TRAVEL CLEARANCE.

7. VENT PIPING SHALL BE INSTALLED AS HIGH AS POSSIBLE.

8. WALL CORES SHALL BE AS SMALL AS POSSIBLE IN ORDER TO GET PIPING / INSULATION / DUCTWORK

THROUGH.

9. REFERENCE STRUCTURAL PLANS FOR FLOOR DRAIN ELEVATIONS.

GENERAL NOTES - PLUMBING

S T

A T

E O

F M

D E

N A

N D

C O

N S

T R

U C

N D

D E

P A

R T

M E

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O F

T E

C H

N O

Y , M

A N

A G

E M

E N

T A

D G

E T

S T

A T

E F

A C

A D

R A

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

C O

P Y

H T

H M

D R

A W

S A

N D

W R

E N

M A

T E

P P

E A

G H

E R

C O

N S

U T

E T

H E

O R

A L

A N

D U

N P

U B

H E

D W

O R

K O

F O

H M

A N

D T

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S A

M E

M A

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O T

B E

D U

C A

T E

D , D

U T

E D

, O R

S E

D W

O U

T P

R W

T E

N C

O N

S E

N T

O F

O H

U E

D F

O R

R O

T N

U M

B E

R P

M D

N E

L E

A D

A M

P . L

A C

H , R

A , D

C T

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M B

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M us ka llo ng e

S ta te P ar k/

P M

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N .r vt

P-901

M B

M E

T R

C ou nt y R oa d

N ew be rr y, M

I 4

M U

S K

O N

G E

L A

K E

S T

A T

E P

A R

W E

S T

C A

M P

G R

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N D

T O

T S

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W E

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C O

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T S

-2 2-

Z H

/0 7/

B G

D T

M B

F ile

N o.

X X

DRAIN, WASTE & VENT ISOMETRIC

DOMESTIC WATER & GAS ISOMETRIC

D D

E N

D U

/0 7/

2 1

S O

S V S O

S O

S O S O S O S O

S V

K K

SHOWER

MEN'S

WOMEN'S

STORAGE ROOM

PORCH B

PORCH A

LAVATORY

LC LCLC

LB LBLBLB

LB LB LB LB

OA OA

MOUNT TO HORIZONTAL BEAM

(TYPICAL OA FIXTURES)

MOUNT LB FIXTURES 6'10" AFF

(TYPICAL LB FIXTURES)

MOUNT EMA FIXTURES 7'6" AFF

(TYPICAL EMA FIXTURES IN TOILET AND STORAGE ROOMS)

MOUNT LA FIXTURES 9' AFF

(TYPICAL LA FIXTURES)

MOUNT LC & EMA FIXTURES 7' AFF

(TYPICAL FIXTURES ALONG WALL)

MOUNT EMA FIXTURES 8'4" AFF

(TYPICAL EMA FIXTURES IN SHOWERS)

MOUNT EMA FIXTURES 8'4" AFF

(TYPICAL EMA FIXTURES IN SHOWERS)

EMA EMA

EMA

EMAEMA

CONCEAL CONDUIT TO QA FIXTURES ON TOP OF

STRUCTURAL BEAM FROM BUILDING. CONDUIT TO BE

SOLID CEDAR STAIN COLOR. COORDINATE COLOR WITH

ARCHITECT. (TYPICAL EXTERIOR CONDUIT)

CONCEAL CONDUIT TO QA FIXTURES ON TOP

OF STRUCTURAL BEAM FROM BUILDING.

RP-W - 12

RP-W - 13

RP-W - 15

RP-W - 16

RP-W - 17

RP-W - 19

CONCEAL CONDUIT TO QA FIXTURES ON TOP

OF STRUCTURAL BEAM FROM BUILDING

MOUNT LC FIXTURES TO UNISTRUT

COORDINATE WITH

ARCHITECTURAL/STRUCTURAL

MOUNT CONTROL DEVICES TO UNISTRUT

(TYPICAL STORAGE ROOM)

MOUNT SENSOR ON CEILING

(TYPICAL SENSORS IN SHOWER

AND TOILET RMS)

COORDINATE PLACEMENT OF

FIXTURES WITH PLUMBING PIPING

1 1

RP-W - 14

PROVIDE OCCUPANCY SENSOR, LITHONIA PART #: CMR PDT X D VLP LT

OR EQUIVALENT (TYPICAL OCCUPANCY SENSORS)

PROVIDE VACANCY SENSOR, LEVITON PART #: O3C10-MDW

OR EQUIVALENT(TYPICAL VACANCY SENSORS)

1. PROVIDE TWO LABELED KEY SWITCHES FOR SUMMER-WINTER SWITCH TO INTERRUPT POWER TO MOTION SENSOR POWER PACKS (IN RETROOMS AND SHOWERS) IN ORDER TO DEACTIVATE SENSORS IN

"WINTER SHUTDOWN".

2. COORDINATE LIGHTING LAYOUT WITH ARCHITECTURAL ELEVATIONS, MECHANICAL FLOOR PLANS, AND

MECHANICAL DUCT WORK PRIOR TO ROUGH IN.

3. PROVIDE POWER PACKS AND ASSOCIATED WIRING FOR MULTIPLE SWITCH LEG LOCATIONS, SEE PLAN FOR EXACT SWITCH LEGS WITH-IN EACH AREA OR ROOM. ELECTRICAL CONTRACTOR SHALL SUPPLY

MANUFACTURER DEVICE LAYOUT AS PART OF SHOP DRAWINGS SUBMITTALS.

4. TO PREVENT FALSE ACTIVATION, CEILING MOUNT SENSORS SHALL BE MOUNTED AWAY FROM THE PATH OF STRONG AIR TURBULENCE A MINIMUM OF FOUR FEET FOR STANDARD SENSITIVITY AND SIX FEET

FOR MAXIMUM SENSITIVITY. FOR TYPICAL PLACEMENT, REFER TO LOCATION DIAGRAMS.

5. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDED OF PLACEMENT, COVERAGE,

FREQUENCY AND VERIFY CIRCUITS WITH RESPECT TO POWER PACKS ETC,. NEEDED IN THE FIELD PER MANUFACTURER OF CHOICE, LOCATE AND AIM SENSORS IN THE CORRECT LOCATION REQUIRED FOR

COMPLETE AND PROPER VOLUMETRIC COVERAGE WITHIN THE RANGE OF…

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File details come from the government source that posted it. Updated Apr 3, 2024.