PROJECT LOCATION

BUILDING CODE REVIEW

2015 MICHIGAN BUILDING CODE

USE GROUP: B - BUSINESS (A-3 w/ LESS THAN 50 OCCUPANTS)

CONSTRUCTION TYPE: V-B, COMBUSTIBLE / NON-COMBUSTIBLE, UNPROTECTED

2015 MICHIGAN MECHANICAL CODE

2015 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2017 NATIONAL ELECTRICAL CODE + MI PART 8

EXTERIOR WALLS: MASONRY & WOOD FRAMING

ROOF CONSTRUCTION: WOOD TRUSS AND RAFTERS

FLOOR CONSTRUCTION: CONCRETE

CORRIDOR RATING: N/A

FIRE PROTECTION: N/A

BUILDING AREA: 1,809 S.F.

ALLOWABLE AREA: 19,000 S.F.

ADJUSTED FOR OPEN FRONTAGE: N/ATOTAL ALLOWABLE AREA: 19,000 S.F.

OCCUPANT LOAD BY FIRE AREA: 9 OCCUPANTSEGRESS PROVIDED: 4 DOORS x 33" = 132", 1 DOOR x 39" = 39" (43 x 0.2" = 8.6" or 36" MIN. REQ'D)DISTANCE TO EXIT FROM MOST REMOTE LOCATION: 34' - 0"

ZONING: GR - GENERAL RESIDENTIAL

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100 PORTAGE STREETHOUGHTON, MI 49931

P (906) 482-4810F (906) 482-9799

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U.P. ENGINEERS & ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2IRON MOUNTAIN, MI 49801

P (906) 779-0937F (906) 779-0947

424 S. PINE ST.ISHPEMING, MI 49849

P (906) 485-1011F (906) 485-1013

1701 DUNLAP AVE., SUITE 8MARINETTE, WI 54143

P (715) 732-4188F (715) 732-4189

707 ASHMUN STREETSAULT STE. MARIE, MI 49783

P (906) 635-0511F (906) 635-0612

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PROJECT LOCATION

PROJECT VICINITY MAP

SHEET INDEX

NUMBER SHEET NAMEG001 COVER SHEETC100 EXISTING SITE PLANC101 PROPOSED SITE PLANS001 STRUCTURAL NOTESS101 FOUNDATION PLAN AND DETAILSS102 ROOF FRAMING PLAN AND DETAILSA001 ARCHITECTURAL STANDARDSA101 FLOOR PLAN, SCHDEULES AND DETAILSA201 EXTERIOR ELEVATIONSA301 BUILDING SECTIONSA302 WALL SECTIONSA401 CONCESSION PLAN & EQUIPMENT SCHEDULEA501 INTERIOR ELEVATIONS.MP001 MECHANICAL & PLUMBING ABBREVIATIONS, SYMBOLS AND NOTESM101 MECHANICAL FLOOR PLANP101 PLUMBING FLOOR PLAN & DETAILSP102 PLUMBING ISOMETRICMP601 MECHANICAL & PLUMBING SCHEDULESMP602 MECHANICAL & PLUMBING SCHEDULESE001 ELECTRICAL ABBREVIATIONSE101 ELECTRICAL PLANSE201 ELECTRICAL SCHEDULES, CALCULATIONS AND DETAILS

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1. ALL TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) NO. 2 GRADE OR BETTER. ALL TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATIONS FOR TREATED LUMBER AND SHALL HAVE A MINIMUM RETENTION OF 0.4 FOR ABOVE GROUND USE AND 0.60 RETENTION FOR BELOW GRADE OR DIRECT EXPOSURE TO FRESHWATER.

2. ALL FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR (SPF) NO. 2 GRADE OR BETTER, UNLESS A BETTER SPECIES AND GRADE IS SHOWN ON THE CONSTRUCTION PLANS.

3. ALL 7/16" O.S.B. WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C. SHALL BE BLOCKED AT PANEL EDGES WITH 2x4's (MINIMUM).

4. ALL LAMINATED-VENEER-LUMBER (LVL) SHALL HAVE THE MINIMUM FOLLOWING STRUCTURAL PROPERTIES:A. Fb > 2800 P.S.I. B. Fv > 285 P.S.I. C. E > 2.0 E^6 P.S.I.

5. ALL GLUED-LAMINATED TIMBER SHALL HAVE THE MINIMUM FOLLOWING STRUCTURAL PROPERTIES ACCORDING TO A 24F-V3 DESIGN SPECIFICATION WITH DOUG-FIR OR SOUTHERN PINE LAMINATIONS:A. Fb > 2400 P.S.I. B. Fv > 165 P.S.I. C. E > 1.8 E^6 P.S.I.

6. ALL PRE-ENGINEERED WOOD I-JOISTS SHALL BE MANUFACTURED BY iLEVEL WEYERHAUSER OR APPROVED EQUAL. REFER TO MANUFACTURERS SPECIFICATIONS FOR PROPER BLOCKING, BRIDGING AND NAILING REQUIREMENTS.

7. ALL ANCHOR BOLTS FOR TREATED WOOD SOLE PLATE TO FOUNDATION CONNECTIONS SHALL BE 1/2" DIA. x 16" LONG AT 4'-0"O.C. AND SHALL BE CAST DIRECTLY INTO CONCRETE FOUNDATION OR SET IN REINFORCED CONCRETE GROUTED C.M.U. CORE UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS.

GENERAL WOOD FRAMING:

DESIGN DATAA. FLOOR SYSTEM (SLAB ON GRADE): MBC 2015/ASCE 7-10

LIVE LOAD = 100 PSFDEAD LOAD = 50 PSFTOTAL LOAD = 150 PSF

B. ROOF SYSTEM: TIMBER TRUSSES

1. ROOF SNOW LOAD (LL) = 0.7xCexCtxIsxPg= 0.7x1.0x1.1x 1.0x70 = 53.9 P.S.F.2. ROOF DEAD LOAD = STRUCTURE MECH./ELECT. = 20psf

C. WIND LOADS: MBC 2015

1. BASIC WIND SPEED = V=(115)MPH2. BUILDING CATEGORY (II): Iwind=(1.0)3. WIND EXPOSURE B (ALL DIRECTIONS)4. INTERNAL PRESSURE COEFF= GCpi= +0.18/-0.185. COMPONENTS AND CLADDING

a. BUILDING CLADDING= 30 PSF (ZONE 2)b. ROOF OVERHANG CLADDING= 26 PSF (ZONE 2)

D. SEISMIC DESIGN: MBC 2015

1. Ie=(1.0): SEISMIC USE GROUP II2. Ss=(5%) S1=(2%)3. SITE CLASS=(D)4. Sds=(0.067g) Sd1=(0.013g)5. SEISMIC DESIGN CATEGORY (A)6. WOOD FRAME & PLYWOOD ROOF DECK DIAPHRAGM7. N/A8. N/A9. N/A10. ANALYSIS PER ASCE 7-10, SECTION 11.7 AND 1.4.3

1. ALL FOOTINGS HAVE BEEN SIZED BASED ON AN ALLOWABLE BEARING CAPACITY OF 1500 POUNDS PER SQUARE FOOT (1500 P.S.F.). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING AND PROVIDING 1500 P.S.F. BEARING CAPACITY AT THE PREPARED SITE FOR ALL FOOTINGS AND SLABS WITH LESS THAN 1/4" SETTLEMENTS. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

2. THE CONCRETE FLOOR SLAB SHALL BE CUT WITH A 1/4" WIDE x 1-1/2" DEEP SAW-CUT PER PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A SAW-CUTTING PLAN TO THE ENGINEER/ARCHITECT FOR APPROVAL. ALL SAW-CUT JOINTS SHALL BE FILLED WITH SEALANT PER SPECIFICATIONS. ALL FLOOR SLAB CUTTING SHALL BE PERFORMED IMMEDIATELY AFTER PLACEMENT OF CONCRETE AND WHEN CONCRETE CAN SUPPORT LABORER AND SAW-CUTTING DEVICE. SAW-CUTTING SHALL OCCUR WITHIN 24 HOURS AFTER PLACEMENT AND SHALL PROVIDE ENOUGH SAW-CUTTING SUCH THAT NO OTHER SLAB CRACKING WILL OCCUR. SAW-CUT JOINTS TO BE STRAIGHT AND TRUE.

3. PROVIDE 6-MIL VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.

4. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS: 3000 PSIB. WALLS, COLUMNS, STRUCTURAL CONCRETE: 4000 PSIC. INTERIOR SLABS ON GRADE: 3500 PSID. EXTERIOR SLABS ON GRADE: 4000 PSI

5. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy=60,000 P.S.I.). ALL WELDED WIRE FABRIC (W.W.F.) SHALL BE IN ACCORDANCE WITH ASTM A185.

6. ALL REINFORCING STEEL LAP SPLICES, NOT OTHERWISE SHOWN ON THE CONSTRUCTION PLANS, SHALL BE AS FOLLOWS:

A. #4's - 18" B. #5's - 24" C. #6's - 36" D. #8's - 48"

7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318,BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN

8. CONTRACTOR SHALL PROVIDE CORNER BARS OF EQUAL OR GREATER SIZE TO HORIZONTAL WALL REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS OF CONCRETE FOUNDATIONS.

FOUNDATIONS AND FOOTINGS:

1. ALL PRE-FABRICATED ROOF TRUSS SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: (PER 2012 MICHIGAN BUILDING CODE AND ASCE 7-10)

A. ROOF SNOW LOAD (LL) = 0.7xCexCtxIsxPg= 0.7x0.9x1.0x1.2x70 = 52.9 P.S.F.B. TOP CHORD DEAD LOAD (DL) = 10 P.S.F. (TRUSS WEIGHT NOT INCLUDED) C. BOTTOM CHORD DEAD LOAD (DL) = 7 P.S.F. (TRUSS WEIGHT NOT INCLUDED)D. SEE SNOW LOAD SCHEMATIC FOR DRIFT LOADING CONDITIONS. (PER

2015 MICHIGAN BUILDING CODE AND ASCE 7-10)

2. THE ALLOWABLE LIVE LOAD DEFLECTION SHALL NOT EXCEED: L/360.

3. PRE-FABRICATED TRUSSES SHALL BE MANUFACTURERS IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (TPI) STANDARDS.

4. TRUSS MANUFACTURERS SHALL HAVE A MINIMUM OF THREE (3) YEARS DOCUMENTED EXPERIENCE SPECIALIZING IN THIS TYPE OF WORK.

5. TRUSSES SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A MICHIGAN LICENSED PROFESSIONAL ENGINEER EXPERIENCED IN STRUCTURAL FRAMING DESIGN OF TRUSSES.

6. MANUFACTURER SHALL SUBMIT REQUIRED SHOP DRAWINGS WITH A PROFESSIONAL ENGINEER SEAL TO THE ENGINEER, FOR REVIEW & APPROVAL, PRIOR TO FABRICATION.

7. CONTRACTOR SHALL FIELD VERIFY ALL TRUSS DIMENSIONS PRIOR TO FABRICATION.

8. ALL 5/8" O.S.B. OR C.D.X. ROOF SHEATHING SHALL BE FASTENED WITH 10d NAILS AT 6"O.C. ON ALL PANEL EDGES AND 12"O.C. IN THE FIELD.

9. CONTRACTOR SHALL PROVIDE ONE (1) SIMPSON H2.5 (OR EQUAL) TIE-DOWN AT EACH END OF TRUSSES, UNLESS SHOWN OTHERWISE.

10. CONTRACTOR SHALL INSTALL PANEL SHEATHING CLIPS (PSCL) BY SIMPSON (OR EQUAL) BETWEEN ALL HORIZONTAL PANEL EDGES. MAINTAIN A UNIFORM 1/8" SPACE BETWEEN ALL ADJACENT PANELS.

11. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY AND PERMANENT LATERAL BRACING ON TRUSSES ACCORDING TO TRUSS MANUFACTURER'S SPECIFICATIONS.

PRE-FABRICATED TRUSS:

1. CONCRETE MASONRY SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION, PORTLAND CEMENT ASSOCIATION AND THE AMERICAN CONCRETE INSTITUTE CODES

2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C90: HOLLOW LOAD BEARING, GRADE N, TYPE II, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,700 PSI

3. FACE BRICK SHALL CONFORM TO ASTM C216, TYPE FBS, GRADE SW

4. MORTAR SHALL CONFORM TO ASTM C270, TYPES M, N AND S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. SEE SPECIFICATIONS.

5. GROUT SHALL CONFORM TO ASTM C476, FINE OR COARSE TYPE AS APPROPRIATE, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. LOW LIFT GROUTING SHALL BE USED IN HEIGHTS OF LESS THAN FOUR FEET.

6. HORIZONTAL AND VERTICAL REINFORCING SHALL COMPLY WITH THE ABOVE CODES AND BE OF TYPE, SIZE AND SPACING INDICATED ON THE DRAWINGS. DEFORMED BARS SHALL COMPLY WITH ASTM A615, GRADE 60; COLD-DRAWN STEEL WIRE SHALL CONFORM TO ASTM A82, AND DEFORMED STEEL WIRE SHALL CONFORM TO ASTM A496. LAPS SHALL BE 48 BAR DIAMETERS AND JOINT REINFORCING 12".

7. CONCRETE MASONRY DESIGN PER ACE 530.1 SHALL BE PER THE UNIT STRENGTH METHOD WITH f`m=2,000 PSI.

8. A DESIGN MIX FOR THE MORTAR AND GROUT SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION, IN ACCORDANCE WITH THE APPROPRIATE ASTM SPECIFICATIONS AND SHALL INCLUDE ACTUAL 28 DAY COMPRESSIVE STRENGTH TESTS.

9. TEST DATA ON THE PROPOSED MASONRY UNITS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. TEST RESULTS SHALL BE IN ACCORDANCE WITH THE APPROPRIATE ASTM SPECIFICATIONS AND INCLUDE ACTUAL COMPRESSIVE STRENGTH, ABSORPTION, WEIGHT, MOISTURE CONTENT, AND DIMENSIONS.

10. NORMAL MASONRY CONSTRUCTION WEATHER CONDITIONS ASSUME THE AIR TEMPERATURE TO BE BETWEEN 40 AND 90 DEGREES FAHRENHEIT WITH MINIMUM WIND AND RAIN, PLUS AVERAGE RELATIVE HUMIDITY. IF CONDITIONS OTHER THAN THESE OCCUR, THE CONTRACTOR SHALL MODIFY CONSTRUCTION PROCEDURES IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICES AND THE ABOVE NOTED CODES.

11. EXTERIOR WALLS SHALL BE CONSTRUCTED IN A WEATHERTIGHT MANNER WITH ALL NECESSARY FLASHING AND WEEPS.

MASONRY:

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING AND SHALL DISCUSS THEIR METHODS WITH THE ARCHITECT PRIOR TO THE START OF WORK.

3. CONSULT THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR VERIFICATIONS OF LOCATIONS AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, REVEALS, DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS.

4. ALL EQUIPMENT PENETRATIONS SHALL BE VERIFIED BY CONTRACTOR.

5. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

MISCELLANEOUS:

1. ALL STRUCTURAL STEEL BEAMS, H-PILING, ANGLES, PLATES, ETC. SHALL BE IN ACCORDANCE WITH ASTM A572 GRADE STEEL (Fy=50 K.S.I.) ALL STRUCTURAL TUBING SHALL BE ASTM A500 GRADE B. ALL STEEL PIPE SHALL BE ASTM A501, SCHEDULE 40.

2. ALL BOLT MATERIALS SHALL BE ASTM A325 FOR STRUCTURAL CONNECTIONS, AND ASTM A307 FOR ANCHOR BOLT CONNECTIONS AND FOR WOOD CONNECTIONS. ALL BOLTS SHOWN ON THE CONSTRUCTION PLANS AS BEING GALVANIZED SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 OR ASTM A153 AFTER FABRICATION.

3. ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 K.S.I. (E70 ELECTRODE) USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE WITH AWS SPECIFICATIONS. ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF WELDING PROCESS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE.

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS I GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF SIX (6) INCHES UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS AND "FOUNDATIONS NOTE 1."

3. ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE CONDITIONS PROHIBIT. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE BACKFILLED WITH MDOT CLASS II GRANULAR FILL COMPACTED 98% MAXIMUM DENSITY.

4. THE SOIL BORING LOGS PRESENTED ON THE PLAN SHEETS REPRESENT POINT INFORMATION ONLY. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN AT THE EXACT LOCATION OF THE BORING.

5. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR INSPECTION AND/OR AN ALTERNATE FOUNDATION/FOOTING DESIGN.

STEEL:

SOILS:

50%

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10.0

8.20

20

42' -

0"

9' - 4" 27' - 4" 9' - 4" 10' - 8" 1' - 4"

5' - 4

"

46' - 0" 12' - 0"

8"8"

12' -

7"

1' - 4

"12

' - 7

"1'

- 4"

12' -

7"

1' - 0

"4"

14' - 8" 8" 30' - 8" 10' - 8" 1' - 4"

4' - 6" 15' - 4" 4' - 6" 4' - 10" 4' - 6" 11' - 8" 4' - 6" 7' - 5" 4' - 0"

4' - 0

"9'

- 11"

4' - 0

"9'

- 11"

4' - 0

"9'

- 11"

4' - 0

"

EQ. 8" EQ.

8"18

' - 8

"8"

16' -

0"

5' - 4

"8"

8" CMU WALLS w/ #5's @ 48"O.C., TYPICALCMU-1: SMOOTH FACE BELOW GRADECMU-3: SPLIT FACE ABOVE GRADE

4' - 6" x 12" STRIP FOOTING w/ (3) #5's LONGITUDINAL & #5's @ 12"O.C. TRANSVERSE, TYPICAL @ ALL LOAD BEARING WALLS.

EQ. 8" EQ. EQ. 8" EQ.

CMU COLUMN w/ (4) #5's VERT. & #3 TIES @ 8"O.C.,CMU-1: SMOOTH FACE BELOW GRADECMU-3: SPLIT FACE ABOVE GRADE

4' - 0" x 4' - 0" x 12" SPREAD FOOTING w/ #5's @ 12"O.C., EACH WAY

CMU COLUMN w/ (4) #5's VERT. & #3 TIES @ 8"O.C.,CMU-1: SMOOTH FACE BELOW GRADECMU-3: SPLIT FACE ABOVE GRADE

4' - 0" x 4' - 0" x 12" SPREAD FOOTING w/ #5's @ 12"O.C., EACH WAY

CMU COLUMN w/ (4) #5's VERT. & #3 TIES @ 8"O.C.,CMU-1: SMOOTH FACE BELOW GRADECMU-3: SPLIT FACE ABOVE GRADE

4' - 0" x 4' - 0" x 12" SPREAD FOOTING w/ #5's @ 12"O.C., EACH WAY

4' - 6

"

EQ.

8"EQ

.CMU COLUMN w/ (4) #5's VERT. & #3 TIES @ 8"O.C.,

CMU-1: SMOOTH FACE BELOW GRADECMU-3: SPLIT FACE ABOVE GRADE

4' - 0" x 4' - 0" x 12" SPREAD FOOTING w/ #5's @ 12"O.C., EACH WAY

S101D5

D3S101

D1S101

46' - 0"

EQ. 8" EQ.

EQ.

8"EQ

.

EQ. 8" EQ.

4' - 6"

4' - 6

"

EQ.

8"EQ

.

1. OVER-EXCAVATE ORGANIC MATERIAL UNDER ALL FOOTINGS UP TO 7' - 0" BELOW GRADE, OR AS NEEDED, AND BACKFILL WITH CLEAN FILL.

GENERAL FOUNDATION NOTES

1' - 4

"

1' - 4"

(4) #6's VERTICAL

#3 TIES @ 8" O.C.

16"x8"x8" PILASTER BLOCKS

FLOOR PLAN100' - 0"

4" CONC. SLAB

8" CMU FOUNDATION WALL w/ SOLID GROUTED CORES & #4 BARS @ 48"O.C.

12" CONC. FOOTING

4' - 6"

1' - 0

"4'

- 0"

1' - 4

"

(4) #5 BARS EA. WAY

INTERIOREXTERIOR

R-10 (MIN.) RIGID INSUL.

R-20 (MIN.) RIGID INSUL.

2' - 0"

PROVIDE R-10 (MIN.) THERMAL BREAK

1/4" XPS THERMAL INSULATION BETWEEN MASONRY & WOOD SILL

FLOOR PLAN100' - 0"

4' - 0

"1'

- 0"

1' - 4"1' - 4"1' - 4"

16"x8"x8" PILASTER BLOCKS

#3 TIES @ 8"O.C.

(4) #6's, VERTICAL

3" M

IN.

#5 BAR EA. WAY

4' - 0" SQ. x 1' - 0" THICK CONC. FOOTING

(3) #5 BARS EA. WAY

4" CONC. SLAB

CONCRETE CAP

3"3'

- 4"

2" TYP.

10"Ø CEDAR POST

TITAN TSPA55 WOOD POST ANCHOR w/ (4) 3/8"Ø DeWALT WEDGE-BOLTS

1 2 3 4 5

1 2 3 4 5

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1/4" = 1'-0"A2 FOUNDATION PLANNORTH

1" = 1'-0"D5 COLUMN DETAIL 3/4" = 1'-0"D3 TYP. SECTION @ FOOTING

3/4" = 1'-0"D1 TYP. SECTION @ COLUMN

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DASHED LINE INDICATES EXTENT OF ROOF OVERHANG

46' -

4"

L1L1

L3

L2

L3

L3L3

L3

H1H1

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TRU

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L3L3L3

2' - 8" 9' - 3 7/8" 27' - 4 1/8" 9' - 4" 12' - 0" 2' - 0"

31' - 4" 31' - 4"

10"Ø WOOD COLUMNS TO MATCH HALF-LOG WOOD FINISHM

ANUF

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O.C.

H1 LVL 3-1/2" x 11-7/8" (2.0E)

HEADER AND LINTEL SCHEDULETYPE SIZE

L1 (3) 2x12 HEADER

L2 8" x 8" x 16" MASONRY BLOCK LINTEL w/ (2) #5 BARS

NOTE: PROVIDE (2) #5 BARS AND FULLY-GROUTED CELLS @ LINTEL BEARING, TYP. @ ALL OPENINGS.

L3 (3) 2x8 HEADER, TYP. AT WINDOWS

10"Ø CEDAR POST

1/2" STEEL PLATE, TYP., PAINTED BLACK

(4) 3/4"Ø A307 THRU BOLTSTOP OF BEAM110' - 0"

3-1/2" x 11-7/8" LVL w/ WOOD TRIM

METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON 2x8 RAFTERS @ 24" O.C.

WOOD TRUSSES BY CERTIFIED TRUSS MANUFACTURER

TRUSS MANUFACTURER TO DESIGN TRUSSES FOR UPLIFT AT COLUMN / LVL

LVL BEAM

(2) 1/2"Ø LAG BOLTS

1/2" STEEL PLATE, TYP., PAINTED BLACK

10" CEDAR POST

(4) 3/4"Ø A307 THRU BOLTS

11 7

/8"

3"3"

3"

3" 3" 3" 3"

1 2 3 4 5

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ROOF FRAMINGPLAN AND DETAILS

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1/4" = 1'-0"A3 ROOF FRAMING PLAN

1 1/2" = 1'-0"C1 ROOF SECTION @ COLUMN 1 1/2" = 1'-0"C2 SECTION @ BEAM

50%

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1A301

BUILDING SECTION

1A301

WALL SECTION

1A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

ABBREVIATIONS

1

A201

ELEVATION

ELEVATION NUMBER

SHEET NUMBER

2

3

4 1A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

1 TITLE1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

1

101

TAG IDENTIFICATIONDOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

101OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

FLUSH CONTROLS ON APPROACH SIDE OF TOILET

42"12"

7" -9" H.C.

17" M

AX.

24" S

TD.

27" M

IN

34" M

AX

15" MIN.

6"

33"-

36"

15" S

TD.

17"-

19" H

.C.

16"- 18"

18"

39"-

41"

39"- 41"

VERT. GRAB BAR1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

TOILET PAPER MOUNTING AREA

VERT. GRAB BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"MIN. MIN.

URINALLAVATORY OR VANITY SINK

COUNTER WHERE OCCURS

ACCESSIBLE SINK BOWL

MIN9"

MIN11"

OFFSET WASTE

44" M

AX.

KNEE CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER TOWEL & OTHER

DISPENSERS

CLOTHESHOOKS

48" A

FF M

AX

SHELF

WASTERECEPTACLE

HANDDRYER

DRINKING FOUNTAINS

HIGH-LOW

4" M

IN.

WAT

ER F

LOW

39" M

IN.

36" M

AX.

SPOU

T

17" MIN.

9" M

IN.

11" MIN.

27" M

IN.

8" MIN.

CONTROLAREA

MAX.PLACEMENTFROM C.L. OF WALL

TRANSFER TYPE SHOWER

33" -

36"

38" M

AX.

48" M

AX.

1/2" M

AX.

15" 15"

64" S

TAND

ARD

HGT

17" -

19"

SHOWER SEAT

ROLL-IN TYPE SHOWER

60" MIN.HOSE

LENGTH

12"

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

12"

1 1/2"

36"

TYPICAL SECTION

1 1/

2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

BASE

LINE

OF H

IGHE

ST LI

NE60

"

8" MIN

38" M

AX

MIRROR

TEXT

MOUNT SIGNAGE ON LATCH SIDE OF DOOR

MAX.PLACEMENTFROM C.L. OF WALL

15" 15"

60" MIN.HOSE

LENGTH

33" -

36"

16" 27"CONTROLAREA

38" M

AX.

48" M

AX.

RIM OF TUB

CONTROLAREA

8" -

10"

33" -

36"

3"- 6

"18

" MIN

.

TUB

5' - 3

1/2

"

FEC FE AND WALL

BRACKET 3' - 4

"

4' - 0

" BF

4' - 5

5/8

" STD

STD

1' - 1

1 3/

4"BF

MAX

2' - 1

0"

4"1' - 5

5/8

"

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

34"-4

8"

LOCKSET/LATCH LOCATION

HARDWARE LEVER BF

MOUNTING HEIGHTS

1 2 3 4 5

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ARCHITECTURALSTANDARDS

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MATL MATERIALMAX MAXIMUMMECH MECHANICALMET METALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTED

N NORTHNA NOT APPLICABLENIC NOT IN CONTRACTNTS NOT TO SCALE

O/O OUT TO OUTOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOPG OPENINGOPP OPPOSITEOSB OREIENTED STRAND BOARDOZ OUNCE

PC PRECASTPL PLATEPLAM PLASTIC LAMINATEPNL PANELPNT PAINTPR PAIRPREFIN PREFINISHEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDPWD PLYWOOD

QT QUARRY TILEQTY QUANTITY

R RADIUSRC RESILIENT CHANNELRD ROOF DRAINREF REFRIDGERATORREINF REINFORCERM ROOMRO ROUGH OPENINGRTU ROOF TOP UNIT

S SOUTHS & V STAIN & VARNISHSAN SANITARYSCHED SCHEDULESF SQUARE FOOT/FEETSIM SIMILARSPEC SPECIFICATIONSSQ SQUARESTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDSV SHEET VINYLSYS SYSTEM

TEL TELEPHONETEMP TEMPERATURETOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTOW TOP OF WALLTYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENTVB VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVTR VENT THRU ROOFVWC VINYL WALL COVERING

W/W WALL TO WALLW_x_ WIDE FLANGE SECTIONWC WATER CLOSETWD WOODWH WATER HEATERWWF WELDED WIRE FABRIC

CENTERLINE# NUMBER& AND/ PER@ ATL ANGLEx BY (AS IN 2x4)± PLUS OR MINUSØ DIAMETER

A/C AIR CONDITIONINGAB ANCHOR BOLTAC ACOUSTIC/ACOUSTICALACT ACOUSTICAL CEILING TILEAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATIONBD BOARDBDRY BOUNDARYBF BARRIER FREEBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBRG BEARINGBSMT BASEMENT

C/C CENTER TO CENTERCA COMPRESSED AIRCB CATCH BASINCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARCLT CLOSETCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONF CONFERENCECONT CONTINUOUSCORR CORRIDORCPT CARPETCT CERAMIC TILECW COLD WATER

DF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDL DEAD LOADDN DOWNDR DOORDW DISHWASHERDWG DRAWINGDWR DRAWER

E EASTEA EACHEF EXHAUST FANEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONEMER EMERGENCYEP EPOXYEQ EQUALEQUIP EQUIPMENTEW EACH WAYEWC ELECTRIC WATER COOLEREXP EXPANSIONEXT EXTERIOREXTG EXISTING

FA FIRE ALARMFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISH FLOOR ELEVATIONFIN FINISHEDFLR FLOORFT FOOT OR FEETFTG FOOTING

GA GAUGEGALV GALVANIZEDGB GRAB BARGT GROUTGWB GYPSUM WALL BOARD

HB HOSE BIBBHGT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHPDL HIGH PRESSURE DECORATIVE LAMINATEHTR HEATERHVAC HEATING / VENTILATION / AIR CONDITIONINGHW HOT WATER

ID INSIDE DIAMETERIF INSIDE FACEIN INCH/INCHESINSUL INSULATIONINT INTERIORINV INVERT

JAN JANITORJC JANITOR CLOSETJST JOISTJT JOINT

KD KNOCKDOWNKOP KNOCKOUT PANELKP KICKPLATE

LAM LAMINATELAV LAVATORYLB POUNDLEV LEVELLF LINEAR FOOT/FEETLL LIVE LOADLT LIGHTLTG LIGHTING

50%

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STORAGE006

CONCESSION005

JAN.004

FAMILY002

MENS003

WOMENS001

A201

A3

A201 A1

A201

B1

A201B3

8" SPLIT-FACE CMU COLUMN, TYP. OF (4)

C3A301

A401 C2

A501

C1

C2

C3

C4A501

D1

D2

D3

D4

A501

B2

B3B4

C3

C5

C1

4

12 2

1' - 4

"12

' - 6

5/8

"1'

- 4"

12' -

6 5

/8"

1' - 4

"12

' - 6

5/8

"1'

- 4"

8" 10' - 0"M.O.3' - 4" 8" 8" 5' - 2"

M.O.3' - 4" 21' - 6"

17' - 10" 1' - 4" 8' - 8" 1' - 4" 14' - 1 1/2"

8' - 4

"8"

7' - 0

"

001 003

002

004

006

005

3' - 2" 1" 3' - 2" 1" 3' - 2" 1" 3' - 8" 1" 5' - 0"

5' - 0

"1"

3' - 4

"1"

3' - 4

"1"

3' - 5

"

2' - 6

"2'

- 6"

2' - 6

"4'

- 7"

8' - 0" 1" 3' - 4" 1" 3' - 4"

2' - 6

"2'

- 6"

2' - 6

"4'

- 7"

5' - 0

"

1"

2' - 6

"

1"

2' - 6

"

1"

2' - 6

"

1"

2' - 6

"8"

11

2

2

1' - 2

"

MECH.007

1

2

22

2

4

C3A302

8"

8"

8"

005C

007

MIN.1' - 6"

006A

M.O

.

4' - 0

"2'

- 8"

ABV. 10'-0"

8" 8"

TOILET PARTITIONS -INPROCORP, BIOPRISM WALL MOUNTED SYSTEM, OR EQUAL. COLOR BY OWNER FROM STANDARD MANUFACTURER'S SELECTION.

A2A302

A3A301

1' - 2

"

3

ABV.

10' -

0"

3

2' - 8"DOOR

2' - 8"DOOR

2' - 8"DOOR

2' - 8"DOOR

6" 4' - 0" 6" 4' - 0" 6" 4' - 0" 6" 4' - 0" 6" 4' - 0" 6" 4' - 0" 6" 4' - 0" 6" 4' - 6" 6" 4' - 0" 6" 4' - 0" 6"

9' - 8"

2" 4' - 5" 6" 3' - 11" 6" 2"

.

2" OVERHANGFROM FNDN.(TYPICAL)

2"4'

- 8"

6"

2" 6" 3' - 11" 6" 3' - 11" 6" 2"

9' - 8"

19' - 0" 8' - 0"

27' - 0"

46' - 4"

5' - 0" 6" 5' - 0" 6" 5' - 0" 6" 5' - 0" 6" 5' - 0" 2"

MIN.1' - 6"

46' - 0"

4' - 7

"6"

4' - 0

"6"

4' - 0

"6"

4' - 0

"6"

4' - 0

"6"

4' - 6

"6"

4' - 0

"6"

4' - 6

"6"

4' - 0

"6"

6"4'

- 0"

6"4'

- 0"

6"4'

- 0"

6"4'

- 0"

6"4'

- 0"

6"9'

- 0"

6"9'

- 0"

6"

2"

6' - 0

"1'

- 6"

6"1'

- 6"

6' - 0

"1'

- 6"

8" 3' - 4" 6"

2"42

' - 0

"2"

3"3'

- 10"

5"8"

3' - 4

"6"

2"3'

- 4"

8"6"

2"3'

- 4"

8"6"

6"4'

- 8"

2"

6"2" 3' - 4" 6" 6"

4

1 4

INTERIOR WALL KEY

WOOD STUD PARTITION

CMU WALL

FLOOR

BOTTOM OF STRUCTURE

CEILING WHERE OCCURS

1

5 1/2" WOOD STUDS @ 16" OC5/8" GWB (ONE SIDE)

8" CMU(CMU-1)

2. ALL INTERIOR AND EXTERIOR WALLS ABOVE C.M.U. SHALL BE TYPE 3.

1. ALL INTERIOR CMU WALLS SHALL BE TYPES 1 AND 2.

WALL NOTES:

2

4" CMU(CMU-2)

3 4

8" CMU w/GWB (ONE SIDE)

HM WD

WOOD TRIM SEE SPEC

SEE

SCHE

DULE

4"

2"SEE

SCHED. 2"

SEE

SCHE

DULE

2"

2"SEE

SCHED. 2"

F OH

SEE

SCHE

DULE

SEESCHED.

OPEN

ING

4' - 0

" MIN

.HE

AD M.O.6' - 0"

3' - 0

"

M.O

.

5' - 4

"

GALV. ALUM. FRAME

HARDWARE SETSA: PUSH / PULL PLATE

(3) HINGESCLOSERDEAD BOLTWEATHERSTRIPPING

B. CLASSROOM LOCK SET(3) HINGESCLOSERDEAD BOLTWEATHERSTRIPPING

NOTE: 1. MANUFACTURER TO BE SCHLAGE.2. COORDINATE w/ OWNER FOR LOCK CYLINDERS.

SC

CT

SEALED CONCRETE

CERAMIC TILEROOM FINISH DEFINITIONS

RB RUBBER BASE

GWB GYPSUM BOARDHM HOLLOW METAL

WD WOOD

EG EGG SHELL PAINT

T&G TONGUE AND GROOVE

AREA:GROUP:

OLF:LOAD:EXITS:

568 SFB

6

CONCESSION

1100

AREA:GROUP:

OLF:LOAD:EXITS:

156 SFS-2

1

STORAGE

1300

AREA:GROUP:

OLF:LOAD:EXITS:

320 SF-

0

WOMENS

10AREA:GROUP:

OLF:LOAD:EXITS:

263 SF-

0

MENS

10

AREA:GROUP:

OLF:LOAD:EXITS:

73 SF-

0

UNISEX

10

AREA:GROUP:

OLF:LOAD:EXITS:

67 SFS-1

1

JANITOR

1300

AREA:GROUP:

OLF:LOAD:EXITS:

111 SFS-1

1

MECH.

1300

MASONRY CMU TYPES

CMU-1: 8" SMOOTH-FACE (INTERIOR, ABOVE GRADE & EXTERIOR, BELOW GRADE)CMU-2: 4" SMOOTH-FACE (INTERIOR, ABOVE GRADE)CMU-3: 8" SPLIT-FACE (EXTERIOR PERIMETER WALLS, ABOVE GRADE)

CEILING TYPES

GWB: 5/8" GYP. BD. CEILING ON UNDERSIDE OF TRUSSES, PAINTED. T&G: 3"x6" TONGUE AND GROOVE EXPOSED WOOD DECKING, CLEAR SEALER.

DOOR TYPE F:INSULATED METAL DOORS @ EXTERIOR.STANDARD METAL DOORS @ INTERIOR.

DOORS TO BE: HOLLOW INSULATED FRAME AND INSULATED METAL DOOR. FACTORY PRIME FINISH, FIELD PAINT, COLOR SELECTION BY OWNER (SHERWIN WILLIAMS OR EQUAL).

PAINT TYPES:PNT-1: PRIMER - SHERWIN WILLIAMS PROMAR 200 OR EQUAL

(PER MANUFACTURER'S SPECIFICATIONS).PAINT - SHERWIN WILLIAMS PROMAR 200 OR EQUAL(PER MANUFACTURER'S SPECIFICATIONS).FINISH - FLAT, COLOR BY OWNER(PER MANUFACTURER'S SPECIFICATIONS).

PNT-2: PRIMER - SHERWIN WILLIAMS PROMAR 200 OR EQUAL(PER MANUFACTURER'S SPECIFICATIONS).PAINT - SHERWIN WILLIAMS PROMAR 200 OR EQUAL(PER MANUFACTURER'S SPECIFICATIONS).FINISH - EGGSHELL, COLOR BY OWNER(PER MANUFACTURER'S SPECIFICATIONS).

1 2 3 4 5

1 2 3 4 5

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FLOOR PLAN,SCHDEULES AND

DETAILS

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NORTH

1/4" = 1'-0"A2 FLOOR PLAN

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAMEFLOOR WALLS CEILING

REMARKSFINISH BASE NORTH SOUTH EAST WEST MATERIAL FINISH HGT.001 WOMENS CONC. NONE PNT-2 PNT-2 PNT-2 PNT-2 WD GWB / PNT-1 8' - 0"002 FAMILY CONC. NONE PNT-2 PNT-2 PNT-2 PNT-2 WD GWB / PNT-1 8' - 0"003 MENS CONC. NONE PNT-2 PNT-2 PNT-2 PNT-2 WD GWB / PNT-1 8' - 0"004 JAN. CONC. NONE PNT-2 PNT-2 PNT-2 PNT-2 WD GWB / PNT-1 8' - 0"005 CONCESSION SEALED CONC. NONE EPOXY EPOXY EPOXY EPOXY WD GWB / EPOXY - MOUNT CLG. TO UNDERSIDE OF TRUSS006 STORAGE CONC. NONE PNT-2 PNT-2 PNT-2 PNT-2 WD GWB / PNT-1 - MOUNT CLG. TO UNDERSIDE OF TRUSS007 MECH. CONC. NONE PNT-2 PNT-2 PNT-2 PNT-2 WD GWB / PNT-1 - MOUNT CLG. TO UNDERSIDE OF TRUSS

DOOR & FRAME SCHEDULE

DOOR NO.

DOOR FRAME

HDWR SET RemarksTYPE MATERIALSIZE

MATERIALWIDTH HEIGHT THK.001 F HM 3' - 0" 7' - 0" 1 3/4" HM A002 F HM 3' - 0" 7' - 0" 1 3/4" HM A003 F HM 3' - 0" 7' - 0" 1 3/4" HM A004 F HM 3' - 0" 7' - 0" 1 3/4" HM B005 F HM 3' - 0" 7' - 0" 1 3/4" HM A005A OH AL 6' - 0" 4' - 1" 2 3/8" AL - MANUAL PUSH-UP OPERATION.005B OH AL 6' - 0" 4' - 1" 2 3/8" AL - MANUAL PUSH-UP OPERATION.005C F HM 3' - 6" 7' - 0" 1 3/4" HM B006 F HM 3' - 6" 7' - 0" 1 3/4" HM A006A F HM 3' - 0" 7' - 0" 1 3/4" HM B007 F HM 3' - 0" 7' - 0" 1 3/4" HM B

1/4" = 1'-0"DOOR FRAME TYPES

1/4" = 1'-0"DOOR TYPES

LIFE SAFETY AND AREA PLAN

CODE SPACEFUNCTION AREA ROOM NAME

OCCUPANCYCOUNT

S-2 156 SF STORAGE 1S-1 67 SF JANITOR 1S-1 111 SF MECH. 1B 568 SF CONCESSION 6- 320 SF WOMENS 0- 263 SF MENS 0- 73 SF UNISEX 0

TOTALS: 7 1557 SF 9

3/16" = 1'-0"A1 LIFE SAFETY PLAN

50%

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METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON WOOD TRUSSES

HALF-LOG WOOD FINISH

LP SMARTSIDE LAP SIDING ON WOOD FRAMING

VENT PIPE, SEE PLUMB. DWGS.

LVL BEAM CONCEALED IN TRUSS SYSTEM, SEE STRUCT. DWGS.

8" SPLIT-FACE CMU COLUMN

11' -

4"

10' -

0"

W1W2

W1

DUSK TO DAWN ACTIVATED YARD LIGHT, SEE ELEC. DWGS.

GAS VENT FROM WATER HEATER, SEE MECH. DWGS.

GAS FURNACE VENT, SEE MECH. DWGS.

4"

1'-0"

(2) COURSES OF 8" SPLIT-FACE CMU

WOOD COLUMN TO MATCH HALF-LOG WOOD FINISH

METAL WRAPPED FASCIA

CONT. ALUM. VENTED SOFFIT

EXHAUST LOUVER, SEE MECH. DWGS.

GAS METER & PIPING, SEE MECH. DWGS.

EQ EQ

METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON WOOD TRUSSES

(2) COURSES OF 8" SPLIT-FACE CMU

11' -

4"

10' -

0"

VENT PIPE, SEE PLUMB. DWGS.

LP SMARTSIDE SIDING ON WOOD FRAMING

WALL MOUNTED LIGHT FIXTURE, SEE ELEC. DWGS.

GAS VENT FROM WATER HEATER, SEE MECH. DWGS.

METAL WRAPPED FASCIA EQ EQ

HALF-LOG WOOD FINISH

METAL ROOF ON ROOF UNDERLAYMENT ON 5/8" SHEATHING ON WOOD TRUSSES

LP SMARTSIDE LAP SIDING ON WOOD FRAMING

STANDARD AND A.D.A. ACCESSIBLE DRINKING FOUNTAIN

HALF-LOG WOOD FINISH

8" SPLIT-FACE CMU COLUMN

LVL BEAM CONCEALED IN TRUSS SYSTEM, SEE STRUCT. DWGS.

DUSK TO DAWN ACTIVATED YARD LIGHT, SEE ELEC. DWGS.

VENT PIPE, SEE PLUMB. DWGS.

GAS VENT FROM WATER HEATER, SEE MECH. DWGS.

4"

1'-0"

WOOD COLUMN TO MATCH HALF-LOG WOOD FINISH

(2) COURSES OF 8" SPLIT-FACE CMU

METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON WOOD TRUSSES

(2) COURSES OF 8" SPLIT-FACE CMU

17' -

8"

4"3'

- 4"

10' -

0"

LP SMARTSIDE SIDING ON WOOD FRAMING (BEYOND)

GALV. ALUM. ROLL-UP DOORS, TYP. OF (2)

METAL WRAPPED FASCIA

(5) COURSES OF 8" SPLIT-FACE CMU @ COLUMNS

WOOD COLUMNS TO MATCH HALF-LOG WOOD FINISH

HALF-LOG WOOD FINISH

W1GALV. ALUM.

FRAME

W2GALV. ALUM.

FRAME

4' - 4

1/4

"

EQ EQ

5' - 0" 1' - 0" 5' - 0" 1' - 0" 5' - 0"

6' - 0

1/4

"

6' - 4

1/4

"

7' - 2

1/4

"

W1GALV. ALUM.

FRAME

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EXTERIORELEVATIONS

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3/16" = 1'-0"A3 SOUTH ELEVATION 3/16" = 1'-0"A1 WEST ELEVATION

3/16" = 1'-0"B1 NORTH ELEVATION 3/16" = 1'-0"B3 EAST ELEVATION

1/4" = 1'-0"WINDOW TYPES

50%

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TOF96' - 0"

FLOOR PLAN100' - 0"

PLATE HT.110' - 0"

1' - 0

"4'

- 0"

10' -

0"

4' - 0

"10

' - 0

"

320 SF

WOMENS001

70 SF

FAMILY002

263 SF

MENS003

A2A302

A302A3

SIM.4"

1'-0"

TOF96' - 0"

FLOOR PLAN100' - 0"

PLATE HT.110' - 0"

A302A5

A302A3

CONCESSION005

STORAGE006

4' - 0

"10

' - 0

"11

' - 4

"

4"

1'-0"

TRUSS MANUFACTURER TO INCLUDE CONNECTION OF (2) TRUSS TYPES

46' - 0"10' - 8"1' - 4"

TYP.2' - 0"

1 2 3 4 5

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BUILDINGSECTIONS

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1/4" = 1'-0"C3 BUILDING SECTION @ RESTROOMS

1/4" = 1'-0"A3 BUILDING SECTION @ CONCESSION

50%

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PLATE HT.110' - 0"

METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON 2x6 WOOD TRUSSES @ 24"O.C.

8"Ø HALF LOGS ON 2x6 STUDS @ 16"O.C. (R-13.3 MIN. CONTINUOUS)

2x6 TOP PLATE

LP SMARTSIDE SIDING ON RIGID INSULATION (R-7.5 MIN.) ON 1/2" SHEATHTING

TYP.2' - 0"

1" x 6" TONGUE AND GROOVE PINE MOUNTED TO UNDERSIDE OF ROOF TRUSSES, STAINED

PLATE HT.110' - 0"

WOOD COLUMN, SEE STRUCT. DWGS.

1" x 6" TONGUE AND GROOVE PINE MTD. TO UNDERSIDE OF TRUSSES, STAINED

LVL CONCEALED IN TRUSS SPACE, SEE STRUCT. DWGS.

METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON 2x8 RAFTERS @ 24"O.C.

METAL WRAPPED FASCIA

ALUM. CONT. VENTED SOFFIT

TOF96' - 0"

FLOOR PLAN100' - 0"

PLATE HT.110' - 0"

2x6 OUTRIGGER

24" PARALLEL CHORD TRUSS @ 24"O.C., BY CERTIFIED TRUSS MANUF'R

METAL ROOF SYSTEM ON ROOF UNDERLAYMENT ON 5/8" SHEATHING

R-49 (MIN.) INSULATION

5/8" GWB, EPOXY PAINTED

4" CONC. FLOOR SLAB, STAINED

R-20 (MIN.) RIGID INSULATION2' - 0"

R-10 (MIN.) RIGID INSULATION

8" RED PINE HALF-LOGS ON 2x6 WOOD STUDS @ 16"O.C. w/ BATT. INSUL. (R-19 MIN.)

8" SMOOTH-FACE CMU FOUNDATION WALL w/ SOLID GROUTED CORES & #4 BARS @ 48"O.C., VERTICAL

CONCRETE FOOTING, SEE STRUCT. DWGS.

SEE ELEVATIONS FOR WINDOW TYPE

2' - 0" TYP.

(3) 2x8 HEADER w/ BLOCKING

METAL WRAPPED FASCIA

8" CEDAR HALF-LOG AT BOTTOM COURSE ONLY

(2) COURSES 8" SPLIT-FACE CMU ABOVE GRADE, TYP. @ EXTERIOR WALLS

LP SMARTSIDE SIDING ON RIGID INSULATION (R-7.5 MIN.) ON 1/2" SHEATHTING

LP SMARTSIDE SIDING ON RIGID INSULATION (R-7.5 MIN.) ON 1/2" SHEATHTING

1/4" XPS THERMAL INSULATION BETWEEN MASONRY & WOOD SILL

2" 8"

5/8" GWB, EPOXY PAINTED

TOF96' - 0"

FLOOR PLAN100' - 0"

PLATE HT.110' - 0"

METAL ROOF ON UNDERLAYMENT ON 5/8" SHEATHING ON 2x6 WOOD TRUSSES

8" CMU FOUNDATION, SEE STRUCT. DWGS.

CONCRETE SPREAD FOOTING, SEE STRUCT. DWGS.

8"Ø HALF LOGS ON 2x6 STUDS @ 16"O.C. (R-19 MIN. CONTINUOUS)

ROLLING COUNTER DOOR SYSTEM

2x8 TOP PLATE

PARALLEL CHORD TRUSS, BY CERTIFIED TRUSS MANUFACTURER

1" x 6" TONGUE AND GROOVE PINE CEILING MOUNTED TO UNDERSIDE OF TRUSSES, STAINED

(3) 2x12 HEADER w/ BLOCKING

5/8" GWB, EPOXY PAINTED

ALUM. MANUAL ROLL-UP DOOR MOUNTED BETWEEN JAMBS

SOLID SURFACE COUNTERTOP w/ STEEL SUPPORTS

4" CONC. SLAB, STAINED4" CONC. SIDEWALK

2x4 WALL PLATE

R-49 (MIN.) INSULATION

TRUSS MANUFACTURER TO INCLUDE CONNECTION OF (2) TRUSS TYPES

R-20 (MIN.) RIGID INSULATION

R-10 (MIN.) RIGID INSULATION

(2) COURSES 8" SPLIT-FACE CMU ABOVE GRADE, TYP. @ EXTERIOR WALLS

5/8" GWB CEILING, EPOXY PAINTED

TOF96' - 0"

FLOOR PLAN100' - 0"

PLATE HT.110' - 0"

8" RED PINE HALF-LOGS (R-5 CONT.) ON 2x6 WOOD STUDS @ 16"O.C. w/ BATT. INSUL. (R-19 MIN.)

SEE SCHEDULE FOR DOOR TYPE

8" SMOOTH-FACE CMU FOUNDATION WALL w/ SOLID GROUTED CORES & #4 BARS @ 48"O.C., VERT.

CONCRETE FOOTING, SEE STRUCT. DWGS.

4" CONCRETE FLOOR SLAB

R-20 (MIN.) RIGID INSULATION

R-10 (MIN.) RIGID INSULATION

ALUM. CONT. VENTED SOFFIT

2' - 0"

METAL ROOF ON ROOFING UNDERLAYMENT ON 5/8" SHEATHING ON 2x6 WOOD TRUSS

2x8 WOOD TRUSS w/ 18" ENERGY HEEL, BY CERTIFIED TRUSS MANUFACTURER

R-49 (MIN.) INSULATION

8"Ø HALF LOGS, BEYOND

(2) COURSES, 8" SMOOTH FACE CMU (TYP. @ INTERIOR WALLS)

CEDAR HALF-LOG @ FIRST ROW ONLY

1 2 3 4 5

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WALL SECTIONS

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3/4" = 1'-0"C3 WALL SECTION

3/4" = 1'-0"C5 SECTION @ BEAM (ARCH)

1/2" = 1'-0"A2 SECTION @ WINDOW 1/2" = 1'-0"A5 SECTION @ CONCESSION

1/2" = 1'-0"A3 SECTION @ WEST WALL

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A401 C2

C3

C5

C1CONCESSION

005

2' - 0

"6'

- 0"

3' - 6

"6'

- 0"

2' - 6"

8"

1

2

STORAGE006

MECH.007

35678

10

FRZ.

REF.

9

13 12

12

11

GREASE INTERCEPTOR, FLUSH WITH FLOOR, SEE PLUMB. DWGS.

12

12

4

1

2

3

4

5

6

7

8

9

10

CONCESSION STAND EQUIPMENT SCHEDULE

11

ITEMNO. QTY DESCRIPTION

1 HAND SINK

1 THREE COMPARTMENT SINK

1 WORK TABLE

MANUFACTURER

JOHN BOOS

JOHN BOOS

JOHN BOOS

MODEL NO.

PBHS-W-0909-SSLR-X

43PB24-2D24

ST6R5-3096SSK

12

1 HOT DOG ROLLER

1 POPCORN MACHINE

1 NACHO CHEESE DISPENSER

1 FOOD WARMER

1 FREEZER

1 REFRIGERATOR

1

WIRE SHELVING (4' - 0")1

WIRE SHELVING (5' - 0")

(BY OWNER)

(BY OWNER)

(BY OWNER)

(BY OWNER)

(BY OWNER)

(BY OWNER)

(BY OWNER)

(BY OWNER)

1 BEVERAGE COOLER (HORIZ.) (BY OWNER) N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

13 1

BEVERAGE COOLER (VERT.)

(BY OWNER) N/A

3' - 0

"

EPOXY PAINTED GWB ON 2x6 WOOD STUDS

EPOXY PAINTED GWB

SOLID SURFACE COUNTERTOP w/ STEEL SUPPORTS

ALUM. MANUAL ROLL-UP DOOR

GWB CEILING, EPOXY PAINTED

ITEM #1: HAND SINK

ITEM #2: THREE COMPARTMENT SINK

ITEM #9: REFRIGERATOR

EPOXY PAINTED GWB

EPOXY PAINTED GWB CEILING

ITEM #3: WORK TABLE

ITEM #5: HOT DOG ROLLER

ITEM #6: POPCORN MACHINE

ITEM #7: NACHO CHEESE DISPENSER

ITEM #8: FOOD WARMER

EPOXY PAINTED GWB

EPOXY PAINTED GWB CEILING

ITEM #11: BEVERAGE COOLER

ITEM #10: REFRIGERATOR

ITEM #9: FREEZER

EPOXY PAINTED GWB

EPOXY PAINTED GWB CEILING

1 2 3 4 5

1 2 3 4 5

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SCHEDULE

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1/4" = 1'-0"A3 ENLARGED PLAN @ CONCESSIONS

1/4" = 1'-0"C2 CONCESSION - EAST 1/4" = 1'-0"C1 CONCESSION - NORTH

1/4" = 1'-0"C3 CONCESSION - SOUTH 1/4" = 1'-0"C5 CONCESSION - WEST

50%

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GWB WHERE OCCURS, SEE PLAN

(2) COURSES CMU ABOVE GRADE WRAP EXPOSED

PIPES

24"x36" FRAMED MIRRORS, TYP.

WRAP EXPOSED PIPES

GWB WHERE OCCURS, SEE PLAN

WRAP EXPOSED PIPES

24"x36" FRAMED MIRROR

WRAP EXPOSED PIPES

BABY CHANGING STATION, SURFACE MTD.

GWB WHERE OCCURS, SEE PLAN

WRAP EXPOSED PIPES

24"x36" FRAMED MIRRORS, TYP.

WRAP EXPOSED PIPES

GWB WHERE OCCURS, SEE PLAN

1 2 3 4 5

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1/4" = 1'-0"C1 MENS - NORTH 1/4" = 1'-0"C2 MENS - EAST

1/4" = 1'-0"C3 MENS - SOUTH 1/4" = 1'-0"C4 MENS - WEST

1/4" = 1'-0"B2 UNISEX - NORTH 1/4" = 1'-0"B3 UNISEX - EAST

1/4" = 1'-0"B4 UNISEX - WEST

1/4" = 1'-0"D1 WOMENS - NORTH 1/4" = 1'-0"D2 WOMENS - EAST

1/4" = 1'-0"D3 WOMENS - SOUTH 1/4" = 1'-0"D4 WOMENS - WEST

TOILET PARTITIONS - INPROCORP, BIOPRISM FLOOR MOUNTED SYSTEM, OR EQUAL. COLOR BY OWNER FROM STANDARD MANUFACTURER'S SELECTION.

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ABBREVIATIONS

MECHANICAL, PLUMBING AND FIRE PROTECTION ABBREVIATIONS, SYMBOLS AND NOTES

SYMBOL LEGEND NOTES

PLUMBING PIPING

MECHANICAL PIPING

DUCTWORK

PR

OJE

CT

N

O:

DR

AW

N B

Y:

CH

EC

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D:

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PR

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1 2 3 4 5

1 2 3 4 5

D

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B

A

D

C

B

A

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DW

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MECH. / PLUMB.

ABBREVIATIONS

SYMBOLS & NOTES

MP001

10

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8.2

02

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IS

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N

09

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3.2

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P

LA

NS

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WG

FIRST FLOOR MECHANICAL PLANA3

NORTH

PR

OJE

CT

N

O:

DR

AW

N B

Y:

CH

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PR

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MECHANICAL

FLOOR PLAN

M101

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08

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9M

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PO

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08

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50

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6.2

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90

% C

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10

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P

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NS

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WG

MECHANICAL NOTES

DUCT/LOUVER DETAILA1

TYPICAL INLINE FAN DUCTCONNECTION DETAIL

B1

CEILING EXHAUST FAN DETAILC1

STORAGE

006

CONCESSION

005

004

FAMILY

002

MENS

003

WOMENS

001

MECH.

007

JAN.

FIRST FLOOR PLUMBING PLANA3

NORTH

PR

OJE

CT

N

O:

DR

AW

N B

Y:

CH

EC

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D:

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PR

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1 2 3 4 5

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PLUMBING

FLOOR PLAN

& DETAILS

P101

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09

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FLOOR DRAIN w/ TRAP SEAL DETAIL

VENT THROUGH ROOF (VTR) DETAIL

GAS WATER HEATER DETAIL

WALL CLEANOUT DETAIL

CLEANOUT DETAILB1

C1 C2

D1 D2

PLUMBING NOTES

GREASE INTERCEPTOR (SINK S-4) DETAILA1

PLUMBING ISOMETRICA3

PR

OJE

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N

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P102

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MECHANICAL

& PLUMBING

SCHEDULES

MP601

10

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IS

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ELECTRICAL ABBREVIATIONS, SYMBOLS AND NOTESABBREVIATIONS AND SYMBOLS LEGEND NOTES & DETAILS

ELR

CARBON MONOXIDE DETECTOR

1. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY OTHER CONTRACTORS TO ARRANGE CLEARANCES AND ACCESS OPENINGS FOR ALL LARGE ELECTRICAL EQUIPMENT.

2. IT SHALL BE UNDERSTOOD THAT THE ACT OF SUBMITTING A BID BY THE CONTRACTOR CARRIES WITH IT THE AGREEMENT TO ALL ITEMS AND CONDITIONS REFERRED OR INDICATED OR IMPLIED ON THE DRAWINGS AND THE SPECIFICATIONS AND NO CONSIDERATION WILL BE GRANTED FOR ANY ALLEGED MISUNDERSTANDING OF MATERIALS TO BE FURNISHED FOR WORK TO BE DONE.

3. THE ELECTRICAL INSTALLATION SHALL COMPLY WITH RULES AND REGULATIONS OF THE LATEST EDITION OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, NATIONAL ELECTRICAL CODE, STATE ELECTRICAL CODE, LOCAL MUNICIPAL CODE AND ANY OTHER BOARD HAVING JURISDICTION OVER THE ELECTRICAL INSTALLATION.

4. THE ELECTRICAL CONTRACTOR SHALL NOT ASSUME THAT ANY DRAWING OR SPECIFICATION FORMING A PART OF THE CONTRACT DOCUMENTS AUTHORIZES THE VIOLATION OF ANY CODE, REGULATION OR STANDARD. WHERE CONFLICTS ARISE, IT SHALL BE DEEMED THAT THE CONTRACTOR HAS ESTIMATED THE COST OF ALL WORK TO BE COMPLETED IN ACCORD WITH THE PREVAILING CODE.

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR ELECTRICAL WORK AND SHALL PAY ALL REQUIRED FEES AND SALES OR USE TAX AND FINES AS APPLICABLE TO THIS BRANCH OF WORK.

6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE OWNER WITHOUT COST ALL REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL.

7. THE INTENT AND OBJECT OF THESE SPECIFICATIONS AND DRAWINGS IS TO INCLUDE A COMPLETE WIRING SYSTEM FROM SERVICE PANEL TO EACH AND EVERY OUTLET INDICATED OR SPECIFIED, INCLUDING CONNECTING ALL ELECTRICAL DEVICES AND/OR EQUIPMENT FURNISHED BY THE OWNER OR OTHER CONTRACTORS.

8. THE DRAWINGS, WHICH CONSTITUTE A PART OF THE CONTRACT, ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATION OF SWITCHES, PANELBOARD AND OTHER WORK, BUT EXTREME ACCURACY IS NOT GUARANTEED AND FIELD VERIFICATION OF ALL LOCATIONS AND DIMENSIONS IS DIRECTED.

9. GROUND ALL EQUIPMENT INCLUDING CONDUIT, RECEPTACLES, LIGHTING, MOTORS, PIPING AS PER ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, AND AS SHOWN ON THESE DRAWINGS.

10. PROVIDE ONLY MATERIALS THAT ARE NEW OF THE TYPE AND QUALITY SPECIFIED, WHERE UNDERWRITERS LABORATORIES HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE U.L. LABEL.

11. ARCHITECTURAL DRAWINGS SHOWING DIMENSIONS FOR ELECTRICAL DEVICES TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS.

12. SYSTEMS SHALL BE FREE FROM SHORTS AND GROUNDS. TEST FOR MECHANICAL AND ELECTRICAL DEFECTS. VERIFY CORRECT CONNECTION OF HOT, NEUTRAL AND GROUND CONDUCTORS. ALL CONDUCTORS SHALL BE COLOR CODED AND LABELED WITH ZONE IDENTIFICATION FOR THE CASE OF LIGHTING.

13. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NON-COMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB AND REPLACE WITH NEW ITEMS MEETING THE REQUIREMENTS. COSTS FOR REPAIR OF NON-COMPLIANCE WORK SHALL BE BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER.

14. UPON COMPLETION OF THE WORK, THOROUGHLY CLEAN ALL DEVICES AND EQUIPMENT.

15. ALL TELECOM, TV CABLE AND DATA CABLE SHALL BE DEDICATED RUNS FROM THE OUTLET LOCATIONS TO THE BACKBOARD LOCATION.

16. WORK ASSIGNMENTS INFERRED BY THE DRAWINGS AND NOTES INCLUDED IN THESE PROJECT DOCUMENTS ARE INFORMATIONAL ONLY AND ARE NOT INTENDED TO RELIEVE THE BIDDING CONTRACTOR OF HIS OBLIGATION TO THE OWNER TO PROVIDE A COMPLETE AND COORDINATED PROJECT. COMPREHENSIVE SUBCONTRACTOR COORDINATION AND FINAL WORK ASSIGNMENTS TO SUBCONTRACTORS ARE THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR.

LUMINARE - SURFACE MOUNT FLUORESCENT OR INCANDESCENT

LUMINARE - RECESSED FLUORESCENT OR INCANDESCENT

LUMINARE - STANDARD FLUORESCENT STRIP LIGHT

LIGHT FIXTURE - RECESSED FLUORESCENT OR LED

HEAT DETECTOR

DUAL LEVEL SWITCHING - SWITCH OUTER (2) LAMPS SEPARATE FROM CENTER LAMP

FIRE ALARM HORN/STROBE (CEILING MOUNTED)

FIRE ALARM BOOSTER PANEL

FIRE ALARM SPEAKER

END OF LINE RESISTOR

FIRE ALARM HORN/STROBE (WALL MOUNTED)

MAGNETIC DOOR HOLD OPEN

GONG

DUCT SMOKE DETECTOR

TAMPER SWITCH

FLOW SWITCH

FIRE ALARM HORN/STROBE (WALL MOUNTED)

MANUAL PULL STATION

SMOKE DETECTOR

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FIRE SAFETY AND ALARM SYMBOLS

GENERAL NOTES:

PHOTO CELL

OCCUPANCY SENSOR (WALL MOUNTED)

PANEL - RECESSED

PANEL - SURFACE MOUNT

AUTOMATIC TRANSFER SWITCH (ATS)

DISCONNECT

NORMALLY OPEN SWITCH

NORMALLY CLOSED SWITCH

CIRCUIT BREAKER WITH SIZE AS NOTED

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

FUSED SWITCH

ELECTRIC METER

GROUND

IN-LINE FUSE

TRANSFORMER

STARTER DISCONNECT

THERMOSTAT

CONNECTION TO MOTOR

FUSED DISCONNECT

DISCONNECT

TELEPHONE/DATA OUTLET. PROVIDE 1"CONDUIT WITH PULL STRING PER LOCATION. DATA CABLES AND TERMINATIONS BY OTHERS.

SWITCH - PILOT

SWITCH - DIMMER

TYPICAL DEVICE MOUNTING HEIGHT

NOTE:VERIFY HEIGHTS SHOWN COMPLY WITH LOCAL BUILDING CODE.

47"

1'-6"

6"MAX.

SYMBOLEXIT

BOTTOM OF FINISHED CEILING

SYMBOLFIRE ALARM

SYMBOLLIGHTING SWITCH

SYMBOL120V CONVENIENCE RECEPTACLE

SYMBOLTELEPHONE AND COMPUTER

TOP OF FINISHED FLOOR

47"

6'-8"SYMBOL

FIRE ALARMMANUAL PULLSTATION

OCCUPANCY SENSOR (CEILING MOUNTED)

ABBREVIATIONS

LIGHTING SYMBOLS

SWITCH - PUSH BUTTON

SWITCH - TIME CLOCK

SWITCH - SINGLE POLE, TIMED

SWITCH - SINGLE POLE, KEYED

SWITCH - FOUR WAY

SWITCH - THREE WAY

SWITCH - SINGLE POLE

A AMPERES

AV PANELBOARD AV

AV AUDIO/VIDEO

A/V AUDIO/VIDEO

C PANELBOARD KPP-C

C.B. CIRCUIT BREAKER

GFCI GROUND FAULT CIRCUIT INTERUPTING

GFI GROUND FAULT CIRCUIT INTERUPTING

KVA KILO-VOLT AMPS (ELECTRIC POWER)

QT QUAD TUBE (FLUORESCENT LAMP)

TT TWIN TUBE (FLUORESCENT LAMP)

TYP TYPICAL

V VOLT

4W FOUR WIRE

3ø THREE PHASE

JUNCTION BOX

JUNCTION BOX

TELEVISION CABLE OUTLET

CLOCK - WALL MOUNTED

AMPLIFIER

INTERCOM

SPEAKER - CEILING MOUNTED

SPEAKER - WALL MOUNTED

WIRELESS ACCESS POINT (WAP)

TELEPHONE/DATA OUTLET - FLOOR MOUNTED

POLE RECEPTACLE

ISOLATED GROUND RECEPTACLE

TOP SWITCHED RECEPTACLE

GROUND FAULT INTERUPTING RECEPTACLE. PROVIDE WEATHER-PROOF WHILE IN USE COVER WHERE LOCATED OUTDOORS.

QUAD RECEPTACLE (GFI PROTECTED WHERE REQUIRED)

FLOOR RECEPTACLE (GFI PROTECTED WHERE REQUIRED)

DUPLEX RECEPTACLE

MISCELLANEOUS SYMBOLSSWITCHES AND RECEPTACLE SYMBOLS

TELEPHONE, DATA AND COMMUNICATION SYMBOLS

CO

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SD

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LIGHT FIXTURE - EMERGENCY (WALL MOUNT)

LIGHT FIXTURE - EXIT/EMERGENCY (DIRECTIONAL ARROWS WHERE INDICATED ON PLANS) (WALL OR CEILING MOUNT)

OSS

COUNTERTOP RECEPTACLE (GFCI WHERE REQUIRED)CTR

LIGHT FIXTURE - SURFACE FLUORESCENT OR LEDC

B

TC

F

M

SECURITY CAMERA (OUTDOOR/INDOOR PER PLAN)

DOOR ALARM KEYPAD. PROVIDE 1"CONDUIT WITH PULL STRING PER LOCATION. DATA CABLES AND TERMINATIONS BY OTHERS.

DL

H WALL HEATER

D HAND DRYER

EXHAUST FAN

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

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B

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ELECTRICALABBREVIATIONS

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1 PLACE PHOTOEYE 9' HIGH ON NORTH WALL.

KEYNOTES

A

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A-7

A-5 A-4

A-3

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2

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3

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1 HAND DRYERS

KEYNOTES

2 ELECTRIC WALL HEATERS

1 1

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4 SPACE FOR FUTURE ELECTRICAL SERVICE

4

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A-13

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A-15

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A-22 A-21A-20

A-19

A-18

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A-34

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A-31A-29

A-26

A-28

A-27

A-24

A-10

A-8

A-11

A-12

5 TWO DEDICATED RECEPTACLES IN FLOOR

5

A

6 ABOVE-COUNTER RECEPTACLE

6

N

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A-35

3 GAS WALL HEATERS. PROVIDE RECEPTACLES.

A-25

7 ELECTRIC METER AND SERVICE

7

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PANEL A

42-CKT SQUARE-D PANELBOARD WITH HINGED RIGHT COVERS

ELECTRICAL METER PROVIDED AND INSTALLED BY CONTRACTOR. VERIFY REQUIREMENTS WITH UTILITY. 200/2

200 AMP, 240/120V UNDERGROUND ELECTRICAL SERVICES BY ELECTRICAL CONTRACTOR 2" PVC40 WITH 3 #3/0 CU

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ELECTRICALSCHEDULES,

CALCULATIONS,AND DETAILS

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NOT TO SCALEB1 ELECTRICAL LIGHT FIXTURE SCHEDULE

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