NEW TACO BELL RESTAURANT FOR - hoeftbuilders.com · c:\revit locals\14-054 johnson creek taco bell - ess.rvt jeffann, llc new taco bell restaurant for johnson creek, wisconsin new

$Page 1: NEW TACO BELL RESTAURANT FOR - hoeftbuilders.com · c:\revit locals\14-054 johnson creek taco bell - ess.rvt jeffann, llc new taco bell restaurant for johnson creek, wisconsin new$
DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

GENERAL NOTES BUILDING INFORMATION PROJECT DIRECTORY SHEET INDEX

LOCATION MAP

PROJECT LOCATION:

8/20

/201

4 2:

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JEFFANN, LLCNEW TACO BELL RESTAURANT FOR

JOHNSON CREEK, WISCONSIN

NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

T1.0ESS

14-054

JEFFANN, LLCW2657 STATE ROAD 33MAYVILLE, WI 53050PHONE: 920.210.3528

TITLET1.0 TITLE SHEET

CIVILC1.1 EXISTING SITE AND DEMOLITION PLANC2.1 SITE PLANC3.1 UTILITY PLANC4.1 GRADING AND EROSION CONTROL PLANC5.1 CIVIL DETAILS

LANDSCAPEL1.1 SITE LANDSCAPE PLAN

ARCHITECTURALA1.2 SITE DETAILSA1.3 SITE DETAILSA2.1 FLOOR PLANA2.2 EGRESS PLAN, ACCESSIBILITY DETAILS & WALL TYPESA2.3 EQUIPMENT AND SEATING PLAN AND FLOOR FINISH PLANA3.1 EQUIPMENT SCHEDULEA3.2 FINISH SCHEDULE, DOOR & WINDOW ELEVATIONS AND SCHEDULESA4.1 INTERIOR ELEVATIONS DINING ROOMA4.2 INTERIOR ELEV. ENLARGED RESTROOMS & OFFICE PLANA4.3 INTERIOR ELEVATIONS KITCHENA5.1 EXTERIOR ELEVATIONSA5.2 EXTERIOR ELEVATIONSA6.1 BUILDING SECTIONSA7.1 WALL SECTIONSA7.2 WALL SECTIONSA8.1 CONSTRUCTION DETAILS ROOFA8.2 CONSTRUCTION DETAILS DOOR/WINDOWA8.3 CONSTRUCTION DETAILS WALLA8.4 FINISH DETAILSA8.5 CONSTRUCTION DETAILS INTERIORA9.1 REFLECTED CEILING PLANA9.2 ROOF PLAN

STRUCTURALS1.0 GENERAL STRUCTURAL NOTESS1.1 TYPICAL DETAILSS1.2 TYPICAL DETAILSS2.1 FOUNDATION PLANS2.2 ROOF FRAMING PLANS7.1 SECTIONS AND DETAILSS7.2 SECTIONS AND DETAILSS7.3 SECTIONS AND DETAILS

ELECTRICALE1.1 SITE LIGHTING PLAN

425 WRIGHT ROADJOHNSON CREEK, WISCONSIN

NORTH

E

S

W

OWNER:

ARCHITECT:

CIVIL DESIGN:

STRUCTURAL DESIGN:

ELECTRICAL DESIGN:

RIVER VALLEY ARCHITECTS, INC.1403 122nd STREET - SUITE CCHIPPEWA FALLS, WI 54729PHONE: 715.832.0875

ADVANCED ENGINEERING CONCEPTS, LLC635 FAIRFAX STREETALTOONA, WI 54720PHONE: 715.552.0330

ERICKSEN ROED AND ASSOCIATES3610 OAKWOOD HILLS PARKWAY - SUITE 2EAU CLAIRE, WI 54701PHONE: 715.552.5336

ACA406 TECHNOLOY DRIVE E., SUITE AMENOMONIE, WI 54751PHONE: 715.232.8490

• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINGALL EXISTING CONDITIONS INCLUDING LOCATIONS OFEXISTING UTILITIES AND EASEMENTS.

• ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL, STATEAND NATIONAL CODES FOR RESPECTIVE TRADES.

• DO NOT SCALE DRAWINGS.

• THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS.

• PROVIDE ILLUMINATED EXIT LIGHTS AT ALL EXTERIOR DOORSPER PLAN.

• PROVIDE FIRE EXTINGUISHERS AT THE LOCATIONS SHOWN ONTHE PLANS.

• EXIT DOORS SHALL HAVE SUCH FASTENING OR HARDWARETHAT THEY CAN BE OPENED FROM THE INSIDE BY TURNING ASINGLE LEVER (USING A CLOSED FIST) WITHOUT THE USE OF AKEY.

• PROVIDE ACCESS FOR THE DISABLED IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT. 1CC/ANSI A117.1-2003.

• PROVIDE A DESIGNATED SPACE ADJACENT TO THE BUILDINGFOR THE SEPARATION, TEMPORARY STORAGE ANDCOLLECTION OF RECYCLABLE MATERIALS.

• DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED ASSUPPLEMENTING EACH OTHER. WORK SPECIFIED, BUT NOTSHOWN, OR SHOW, BUT NOT SPECIFIED SHALL BE PERFORMEDAS THOUGH MENTIONED IN BOTH SPECIFICATIONS ANDDRAWINGS.

• THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDINGEXPANSION/CONTROL JOINTS IN ALL MATERIALS, SYSTEMSAND BUILDING CONFIGURATIONS INCLUDING CAULKING ASREQUIRED. JOINTS SHALL BE PLACED NO MORE THAN 30TIMES THE SLAB THICKNESS O.C. BOTH DIRECTIONS INCONCRETE SLABS, 20' TO 25' O.C. FOR MASONRY WALLS AND20' TO 30' O.C. BOTH DIRECTIONS FOR GYPSUM BOARDWALLS, SOFFITS, CEILINGS, ETC.

• THERE IS SOME OVERLAP BETWEEN ARCHITECTURAL ANDSTRUCTURAL PLANS. REVIEW COMPLETE PLANS FORARCHITECTURAL/STRUCTURAL WORK.

• INFORMATION PERTAINING TO EXISTING CONDITIONS ISBASED ON AVAILABLE RECORDS AND/OR VISUAL INSPECTIONOF THE EXISTING CONDITIONS. WHILE SUCH DATA HAS BEENCOLLECTED WITH REASONABLE CARE, THERE IS NO EXPRESSOR IMPLIED GUARANTEE THAT CONDITIONS SO INDICATEDARE ENTIRELY REPRESENTATIVE OF THOSE ACTUALLYEXISTING. CONTRACTORS SHALL NOTIFY THE ARCHITECT ATONCE OF ANY DISCREPANCIES BETWEEN THE DRAWINGS ANDACTUAL CONDITIONS ENCOUNTERED. ALL EXISTINGBUILDING/FLOOR HEIGHTS AND DIMENSIONS WHERE NEWWORK OCCURS SHALL BE VERIFIED BY ALL TRADES PRIOR TOSTARTING CONSTRUCTION.

• THE OWNER AND/OR CONTRACTOR SHALL BE RESPONSIBLEFOR SETTING BUILDING FLOOR ELEVATION. SLOPE GRADEAWAY FROM BUILDING TO INSURE PROPER DRAINAGE OF ALLSURFACES. VERIFY BUILDING ELEVATION AND ALL SITEGRADING WITH OWNER. ALL GRADING WORK OF MORE THANONE ACRE SHALL REQUIRE A WATER RESOURCES APPLICATIONFOR PROJECT PERMITS (WRAPP) BE FILED WITH THE DNR.

• THE OWNER AND/OR CLIENT HAS ASSUMED RESPONSIBILITYFOR ALL BIDDING, CONSTRUCTION OBSERVATION ANDRELATED DETAILS.

• ALL DETAILS NOT INDICATED SHALL BE THE RESPONSIBILITYOF THE OWNER AND CONTRACTOR.

• BUILDING OCCUPANCY: 'A2' RESTAURANT

• CONSTRUCTION TYPE: 'VB' (WOOD FRAME UNPROTECTED)

• BUILDING AREA: 2,192 SQ. FT.

• FIRE PROTECTION: NONE

• ALLOWABLE AREA: 6,000 SQ. FT. PER TABLE 503

• OCCUPANT LOAD: TACO BELL = 54

• REQUIRED EGRESS WIDTH = 54 X .2" = 10.8"• EGRESS WIDTH PROVIDED = 36"

• ALLOWABLE EXIT TRAVEL DISTANCE: 200 FT.

• PLUMBING FIXTURES:• TOTAL OCCUPANTS: 54• WATER CLOSETS• MALE - 1 REQUIRED, 1 WATER CLOSETS PROVIDED• FEMALE - 1 REQUIRED, 2 PROVIDED• LAVATORIES• MALE - 1 REQUIRED, 1 PROVIDED• FEMALE - 1 REQUIRED, 1 PROVIDED• WATER COOLERS - 1 PER 500 - 1 PROVIDED• SERVICE SINKS - 1 REQUIRED, 1 PROVIDED

SURVEYOR:REAL LAND SURVEYING635 FAIRFAX STREETALTOONA, WI 54720PHONE: 715.514.4116

MARK DATE

GENERAL CONTRACTOR:HOEFT BUILDERS, INC.2423 RIVERSEDGE DRIVE #1ALTOONA, WI 54720PHONE: 715.833.1761

HARTWIG BOULEVARD

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FAX

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-033

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C4.1

STANDARD TRENCH SECTION

EROSION CONTROL MAT

STONE TRACKING PADAND TIRE WASHING DETAIL

SILT FENCE DETAIL

TIPPED OUT (TYPE "D")18" CURB AND GUTTER DETAIL

DANDY CURB BAG

SIDEWALK CURB DETAIL

AD

VAN

CED

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AEC

635

FAIR

FAX

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-033

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EC L

LC.

C5.1

CURB CUT/OPENING

MIN.18"

MIN.18"

MIN.

18"12

"MI

N.

MIN.12"

MIN.12"

PLANT SCHEDULE (BUILDING FOUNDATION)KEY

Hemerocallis 'Rosy Returns'RR

SHRUBS

PERENNIALS

Rosy Returns Daylily

COMMON NAME

3'-0" O.C.

SPACING

PLANT SCHEDULE (STREET FRONTAGE)

Gleditsia triancanthos inermius 'skyline'

KEY

SH

TREES

Skyline Honey Locust

COMMON NAME QUANTITY/POINTS

25'-0" O.C.

SPACING

(4) - 30 POINTS EACH

PLANT SCHEDULE (PAVED AREAS)KEY

Juniperus horizontalis 'Plumosa Compacta'AJ

Thuja occidentails 'Techny'TA

Hemerocallis 'Stella Supreme'SS

SHRUBS

EVERGREENS

PERENNIALS

Andorra Compact Juniper

Techny Arborvitae

Stella Supreme Daylily

COMMON NAME

5' O.C.

5' O.C.

3' O.C.

SPACING

Euonymus alatus 'Compactus'BB Dwarf Winged Burning Bush 4'-6" O.C.

Spirea x bumalda 'Goldflame'GS Goldflame Spirea 3'-0" O.C.

Hemerocallis 'Rosy Returns'RR Rosy Returns Daylily 3' O.C.

QUANTITY/POINTS

QUANTITY/POINTS

120

POINTS

POINTS

0

POINTS

9

11

27

36

0

0

100

89

TOTAL POINTS:

POINTS REQUIRED:

195

188

TOTAL POINTS:

POINTS REQUIRED:

152

109

TOTAL POINTS:

POINTS REQUIRED:

(5) - 0 POINTS EACH

Spirea japonica 'Neon Flash'NF Neon Flash Spirea 3'-0" O.C. 12(12) - 1 POINT EACH

(3) - 3 POINTS EACH

(11) - 1 POINT EACH

(9) - 3 POINTS EACH


(5) - 0 POINTS EACH


Taxus x media 'Taunton'TY

EVERGREENS

Taunton Yew 5'-0" O.C. 40(8) - 5 POINTS EACH

Spirea x bumalda 'Goldflame'GS Goldflame Spirea 3'-0" O.C. 6(6) - 1 POINT EACH

Juniperus horizontalis 'Plumosa Compacta'AJ Andorra Compact Juniper 5'-0" O.C. 42(14) - 3 POINTS EACH

Hemerocallis 'Stella Supreme'SS Stella Supreme Daylily 3'-0" O.C. 0(16) - 0 POINTS EACH

Acer saccharumSM Sugar Maple 30'-0" O.C.(1) - 75 POINTS EACH 75

Gleditsia triancanthos inermius 'skyline'SH

TREES

Skyline Honey Locust 25'-0" O.C.(3) - 30 POINTS EACH 60

Spirea japonica 'Neon Flash'NF Neon Flash Spirea 3'-0" O.C. 9(9) - 1 POINT EACH

18,144 SF/10,000 X 60 =

470 LF/100 X 40 =

222 LF/100 X 40 =

SS-10GS-6

TA-3

AJ-8

AJ-3

RR-5BB-3

BOULDER

SH-1

TY-8

GS-6

PROPOSEDTACO BELL(2,184 S.F.)

TRASHENCLOSURE

EXISTINGSIGN

AJ-6

NF-12

RR-5

AJ-5

NF-4

NF-5

BOULDER

SS-16

AJ-1

BOULDER

SM-1

SH-1

SH-1

SH-1

SH-1

SH-1

GS-5

HARTWIG BOULEVARD

WR

IGHT R

OAD

S.T

.H. 26

3" DEEP MULCHPLANTING BED

PROVIDE FABRICWEED BARRIER

ROLL BACK TOP1/3 OF BURLAPON ROOT BALL

PRUNE BACK BRANCHES ANDREMOVE DEAD GROWTH

INSTALL TREES AND SHRUBSPLUMB

PROFESSIONAL PVC LAWNEDGING OR EQUAL WITHSTEEL ANCHORINGS STAKES8" LONG MIN. DRIVEN THRUEDGING. PROVIDE (4) STAKESPER 20' OF LENGTH

BACKFILL PLANTING HOLEWITH PLANTING SOIL MIXTURE,COMPACT SOIL BELOW ROOTBALL

3" DEEP MULCHPLANTING BED

PROVIDE FABRICWEED BARRIER

ROLL BACK TOP1/3 OF BURLAPON ROOT BALL

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

42:5

1 PM

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NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

L1.1Author

14-054

MARK DATE

1" = 20'-0"L1.1

1 LANDSCAPE PLANNORTHE

SW

0' 10' 20' 40'

N.T.S.L1.1PLANTING DETAIL2

A1.2 2

A1.2

3

A1.24

A1.2

5

7

A1.2

8

A1.2

24' -

0"

6' -

8"

30' -

8"

4' -

0"

6' -

0"

5"12

' - 3

"1'

- 4"

8"3'

- 4

"2'

- 8

"

2' - 0" 9' - 4"

11' - 4"

A1.2

6

6" PIPE BOLLARD. SEEDETAIL XXXXXX, TYP.

H.M. DOOR/FRAMEWITH STORAGELEVER LOCKSET, 4"HEAD, PAINTED TOMATCH BUILDING

TRASH ENCLOSURE

MAINTENANCESHED

#5 VERT. BAR AT48" O.C.

CMU

#5 HORIZ. BARSAT TOP AND MIDHEIGHT

EIFS

3/8" SIAM ANCHORBOLT AT 16" O.C. VERT.

5x5x1/4 STEEL TUBEWITH 5x5x1/4 CAP,PAINTED. GROUT SOLID

2x4 NAILER AT TOP,BOTTOM AND MID POINT

3"x2"x1/4" ANGLEFRAME, PAINTED

2x4 NAILER BETWEENHORZ. NAILERS AT POSTAND GATE FRAME

1x12 CEDAR BOARDSATTACHED TO 2x4, PAINTTO MATCH EIFS

RICHARD WILCOX NO. BB-434HINGE TOP, BOTTOM AND MIDPOINT, NOTCH CEDAR BOARDTO RECEIVE HINGES

3"x2"x1/4" ANGLEWELDED TO GATEFRAME, PAINTED

1/2" 1/2"CL

STANLEY 1010x24"LONG CANE BOLT,EMBED 4" LONGSLEEVES SET INTOCONC.

T.O. SLAB0"

T.O. TRASH ENCLOSURE8' - 6"

8

A1.2

T.O. FOOTING-4' - 0"

STONE WALL: BORAL -VERSA STONE, TIGHTCUT - "PLUM CREEK"

EIFS: SHERWIN WILLIAMSSW2823 "ROOKWOODCLAY"

CAST STONE SILL

PREFINISHED METALCOPING. COLOR MEDIUMBRONZE


PROVIDE 8" x 8" dBOND BEAM WITH (2) #5x CONT. ABOVE DOOR.



7

A1.2

CAST STONE SILL


T.O. SLAB0"


8

A1.2




CAST STONE SILL


7

A1.2



CAST STONE SILL


T.O. SLAB0"



A8.5

4

SIM.

6" CONC. SLAB ON 6" AGG.BASE WITH #4 AT 16" O.C.MAX EACH WAY

2x8 TREATED TOPPLATE, TYP.

2x SUB FASCIA

PREFINISHED BENTMETAL FASCIA WRAP

PREFINISHED METALCOPING WITHCONCEALED KEEPERSTRIPS

(2) #3 REBARCONTINUOUS AT BONDBEAM

8" CMU #4 AT 24" O.C.VERTICAL AND #4 AT24" O.C. HORIZONTALCONTINUOUS, TYP.

EPDM ROOF ON 3/4" EXTERIORGRADE PLYWOOD ON TAPERED2x12 SPACED AT 24" O.C.

8" CONC. FOUNDATIONWALL WITH #4 AT 12"O.C. MAX CENTERED,TYP.

PROVIDE 2'-0" x 1'-0"dFOOTING WITH (2) #5 xCONT. TYP.

1/2" DIA. ANCHORROD INTO BONDBEAM AT 32" O.C.MAX, ALL 4 SIDES

PROVIDE H3 SIMPSONCLIP OR EQUAL ATEACH JOIST LOCATION

T.O. SLAB0"



A8.5

4

SIM.6" CONC. SLAB ON6" AGG. BASE WITH#4 AT 16" O.C. MAXEACH WAY

2x8 TREATED TOPPLATE, TYP.

PREFINISHED METALCOPING

(2) #3 REBARCONTINUOUS AT BONDBEAM

8" CMU #4 AT 24" O.C.VERTICAL AND #4 AT24" O.C. HORIZONTALCONTINUOUS, TYP.

8" CONC. FOUNDATIONWALL WITH #4 AT 12" O.C.MAX CENTERED, TYP.

PROVIDE 2'-0" x 1'-0"dFOOTING WITH (2) #5 xCONT. TYP.

3"3'

- 0

"4'

- 0

"

18" DIA. CONC. FOOTING

PAVEMENT SURFACE

6" STEEL PIPE FILLEDWITH CONC. PRIMEDAND PAINTED SAFETYYELLOW

CONCAVE TOP CONC.SURFACE

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 3:

28:2

1 PM

C:\R

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rash

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NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A1.2Author

14-054

MARK DATE

1/4" = 1'-0"A1.2

1 FLOOR PLAN

1 1/2" = 1'-0"A1.2

6 POST/GATE DETAIL

1/4" = 1'-0"A1.2

2 NORTH ELEVATION 1/4" = 1'-0"A1.2

3 EAST ELEVATION

1/4" = 1'-0"A1.2

4 SOUTH ELEVATION 1/4" = 1'-0"A1.2

5 WEST ELEVATION

1/2" = 1'-0"A1.2

7 BUILDING SECTION 1/2" = 1'-0"A1.2

8 BUILDING SECTION

1/2" = 1'-0"A1.2

9 PIPE BOLLARD DETAIL

GRADE

CL

12"

1" Ø ANCHOR BOLTSMIN. EMBEDDMENT 24"

T.O. FOOTING TO BE1" BELOW GRADE. 9"

1"

#6 REBAR W/ #3REBAR TIES (TYP.)

1/2" Ø RIGID CONDUITTO POWER SUPPLY(FOR CANOPY ONLY)

18 Ø x 60" OR 72"DEEP FOUNDATION(AT 0.33 CU. YD.CONCRETE)

1'-0"

1'-6"

5'-0

" PO

RTAL D

EPTH

6'-0

" CANO

PY D

EPTH

PORTAL

8"

8"

4"

1'-0"

CANOPY

9"

1'-0"

6"

10"

DIRECTIONAL SIGN

MENU/PREVIEW BOARD

4"

6"EQ.EQ.

4"

6"

EQ

.EQ

.

MENU/PREVIEW BOARD

DIRECTIONAL SIGNCONDUIT. SEE SCHEDULEFOR REQUIREMENTS

T.O. FOOTING TO BE1" BELOW GRADE

ANCHOR BOLTS: (4) 1/2" DIA.@ DIRECTION SIGNS (4) 3/4"DIA. @ MENU BOARD FULLTHREAD

NOTE:BOLT PATTERN PROVIDEDAS EXAMPLE - OBTAINANCHOR BOLT TEMPLATEFROM SUPPLIER

CONDUIT SCHEDULE

DEVICE POWER DATA

DIRECTIONAL

OCB

MENU BOARD

(1) 3/4"

(1) 3/4"

(1) 3/4"

-

(3) 1"

GRADE

(3) #3 TIES @ 2" O.C.

(4) #5 BARS VERT. W/ (4) #3 TIES @ 12" O.C.

NOTE:ALL CONDUIT TO BE MIN. 12"BELOW GRADE TO LOCALFROST DEPTH AND PROJECT3" ABOVE FOUNDATION

DIRECTIONAL SIGN BARS

3"

2"

1'-0

"

2'-0

" O

RD

ER

CO

NF. B

OAR

D3'-0

" D

IRECTIO

NAL S

IGN

4'-0

" M

ENU/

PR

EV

IEW

BO

AR

D S

IGN

OR

BELO

W F

RO

ST D

EPTH

ORDER CONF. BOARD BARS

MENU/PREVIEW BOARD BARS

8" DIA.12" DIA.14" DIA.

12" DIA.18" DIA.18" DIA.

DIRECTIONAL SIGN FOUNDATION

ORDER CONF. BOARD FOUNDATION

MENU/PREVIEW BOARD FOUNDATION

10" (STD)

11" (WIND)10" (STD)11" (WIND)

3/4" STL. BASE PLATE

1/4" STL. LEVELING PLATE

3/4" SPACE. NO GROUT

9 1/2" BOLT CIRCLE (STD)11" BOLT CIRCLE (+100MPH WIND)

3/4" STL BASE PLATE (STD)1" (100+ MPH WIND LOADS) ONA 3/4" THK. LEVELING PLATE,1" DIA. BOLT HOLES (STD)1 1/4" DIA. BOLT HOLES (WIND)

4" SQ. STL. LIGHTPOLE (STANDARD)5" SQ. STL. POLE (100+ WIND LOAD AREAS)

2" HANDHOLE W/COVER 12"ABOVE

BASE PLATE

FOUNDATION

3" x 3" HOLE IN BASE ANDLEVELING PLATE FOR CONDUITACCESS

2'-6"

BELO

W L

OCAL F

RO

ST D

EPTH

5'-0

" M

INIM

UM O

R

(4) 3/4"X24"X4" ANCHOR BOLTS W/2-3/4" MIN. BOLT PROJECTION (STD).(4) 1"X36"X4" ANCHOR BOLTS W/ 3-1/2" MIN. BOLT PROJECTION (100+MPH WINDS)

2'-6" HIGH RIGID FIBER FORM(SONOTUBE) FORM FILLEDWITH CONCRETE

TOP OF PAVEMENT

(4) #5 BARS w/ #3 TIES @ 12" -LOCATE ALTERNATE LOCATIONSFROM A.B.

3/4" HEAVY WALL CONDUITEXTEND TO BUILDING ELECT.SERVICE

NOTES1. FOUNDATION SHOWN IS A TYP.DESIGN. WIND LOADS OF MORETHAN 100 MPH & UNSTABLE SOILCONDITIONS MAY REQUIRE ANALTERNATE DESIGN. VERIFYCONDITION OF SOILS WITH SOILSREPORTS.2. FOUNDATIONS SHALL EXTENDBELOW FROST DEPTH PERLOCAL CODES.

EVOLUTION PORTAL, SEE2/A1.3 FOR FOOTING DETAIL

90°

1'-0

"

FACE OF CURB

TCS0

10A

RIGHT ISO VIEW

1'-0"

2'-6"

CL

3'-0

"3"

6" Ø STEEL POSTFILLED WITHCONCRETE

6" WIDE x 24"DEEP CONCRETECURB

FINISH SURFACE

12" ØCONCRETEFOOTING

SURFACE OFDRIVE

THRU LANE

CANOPY120V, 60HZ, 4AUSED SAME TIMEDCIRCUIT AS MENU BOARD

(1) 3/4" POWERCONDUIT TO BLDG.FROM CANOPY

MENU BOARD

CURB

EXTEND CONDUITTO ABOVE CEILING

DRIVE-THRUWINDOW

PREFAB MAGNETIC LOOP.IF OCB IS MOVED FROMEXISTING LOCATIONINSTALL MAGNETIC LOOPAS SHOWN.

5'-0"

1'-3"

ORDER CONFBOARD120V, 60Hz, 0.45AISOLATED GROUNDCIRCUIT ALWAYS HOT(UN-TIMED) I.G.RECEPTACLE.INSTALLED IN BASEOF SPEAKER POST.

NOTE: SOLDER &INSULATE BOTH MAG.LOOP CONN.

(3) 1" DATACONDUITS TOBLDG. (1) 3/4"POWER CONDUIT TOBLDG.

(1) 1" DATACONDUITS TOBLDG. (1) 3/4"POWER CONDUIT TOBLDG.

PREFAB MAGNETIC LOOP(SEE SCOPE OF WORK)LOCATE 2" BELOW TOPOF CONCRETEPAVEMENT.

CCL

90°

B

CL

CL

5 PANEL SINGLEBRAND MENUBOARD(91.5' WIDE)

CENTER POINTOF BASE. SEE7/A1.3 FORFOOTING DETAIL

PHx MENU BOARDEXTENSION (TPxCONCEPTS ONLY)

2'-6"

2'-0"

1'-0"

1'-6"

1'-0"

90°

90°

1'-10

"

A

CL

CL

CL

CL

CL

CL

6" DIA. CONCRETEFILLED 30" HIGHBOLLARD. SEEDETAIL 2/A1.3

FACE OF CURB

ESTIMATED POSITION OFDRIVERS HEAD ALIGNED

WITH CENTER OF CANOPY

80'-0" TO CENTEROF D/T WINDOW

CANOPY, SEEDETAIL 4/A1.3 FORFOOTING DETAIL

ORDER CONFIRMATIONBOARD (OCB), SEE7/A1.3 FOR FOOTINGDETAIL

DELPHI

HYPER ACTIVE

TEXAS DIGITAL

CORNER DIMENSIONSRADIUS

15'-0"

18'-0"

20'-0" 12'-7"

12'-6"

12'-5"

A B C

4'-8"

4'-8"

4'-8"

1'-0"

1'-3"

1'-5"

1. IF EXISTING OCB LOCATION IS TO BE REUSED,CENTERLINE OF OCB FOOTING CAN BE BETWEEN1'-10" AND 2'-10" FROM THE FACE OF CURB.

2. CENTERLINE OF CANOPY FOOTING MUST BE WITHIN18" OF FACE OF CURB.

3. ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVERLOCATED AT OCB. ASUME DRIVERS LOCATION IS 24"FROM FACE OF CURB, CENTERED ON OCB.

4. CENTER OF MB TO BE 9'-0" TO 12'-0" FROM DRIVERSPOINT OF VIEW.

NOTES

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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.com

8/20

/201

4 2:

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JEFFANN, LLC

JO

HNSO

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REEK, W

ISCO

NSIN

08.20.2014

A1.3Author

14-054

3/4" = 1'-0"EVOLUTION FOOTINGS 4 3/4" = 1'-0"MENU BOARD FOOTING 7 N.T.S.LIGHT POLE FOUNDATION 5

1/2" = 1'-0"PORTAL PLACEMENT DETAIL 1

MARK DATE

12" = 1'-0"BOLLARD DETAIL 2

12" = 1'-0"DRIVE-THRU COMMUNICATIONS ISOMETRIC 6

12" = 1'-0"ENLARGED MENU BOARD DETAIL @ CURVED CURB 3

A5.1

2

A5.1 1

A5.21

101A

4' - 6" 4 1/2" 4' - 6" 4 1/2" 7' - 4 1/2" (2" EIFS) 2' - 10" 4' - 0"

3' - 2 1/2" 9' - 4 1/2" 4 1/2" 1' - 4" 4 1/2" 9' - 4 1/2" 14' - 7" 3' - 11" 26' - 9" 5' - 6"

8' - 0" (2" EIFS) 10' - 9" 8' - 0" (2" EIFS)

19' -

1"

2' -

6"

5' -

6"

7"5'

- 8

"4

1/2"

6' -

4"

4 1/

2"6'

- 4

"

10' - 2" 23' - 2 3/4" 9' - 6"

A4.1

2

13

4

A4.1 5

A4.2

B

A4.2

C

A4.3

2

34

A4.3

1

A4.3

5

A4.3

8

67

9

2

A7.2

A5.2

36" 5"D.S.D.S.6"

5"

3336"

5"D.S.

1' - 10"

9 1/2"

7" 4' - 6" 4 1/2" 4' - 6"

74' - 9 1/2" 8' - 0"

27' -

8"

STUD

TO

STU

D

16

16

16

16

7

A8.5

7

A8.5

7

16 16 16 16 1314

3' -

2 1

/2"

8

10

4' -

6"

2' -

1"

5' -

7"

11' -

3"

3' -

0"

10

HOLD

7' - 1 1/2"

105

7

9

10

106

1010

11111 12

2 x 6 2 x 6 2 x 6

10

1' -

9"

3' - 0" 9' - 11 1/2" 8' - 0"

A4.3 11

A4.310

15

20 4

MEN105

WOMEN104

VESTIBULE103

CLOSET106

DINING101

CUSTOMER102

SERVING107

DRIVE- THRU108

WARE- WASHING114

MINI-DUAL LINE109

PREP110

KITCHEN112

OFFICE113

TB COOK111

DRY STORAGE116

UTILITY115

FREEZER118

COOLER117

1

A6.1

2

2' -

10

"20

' - 8

"4'

- 4

"

2

A6.1

3

A6.1

4

A6.1

W3

W4

W3

W3

W4 W4 W4 W7

21' - 8" 13' - 8" 2' - 11" 5' - 6" 10' - 10" 17' - 11"

A

B

D

E

EE

F

FF

E

E

E

E

D1D1

C1C1

C2

F

E

A

A

D

A

A

6

E

B A B A B

8' -

6"

D

G

D.S.

2' - 6" 17' - 1 1/2" 2' - 0 1/2" 7" 9' - 6" 7" 28' - 9" 12' - 10"

103B

103A

104

115

21' - 8" 10' - 8" 41' - 7" 7' - 6"

16

27' -

10

"

W2W2W2W2

4' - 0"

4 1/2"

4' - 0"

4 1/2"

4' - 0"

4 1/2"

4' - 0" 14' - 2" 8' - 0" (2" EIFS) 6' - 7" 8' - 0" 4' - 10"

ABAAB

A

W1

W6

W5

9' -

0"

9' -

0"

8' -

5"

18

2' - 3 1/2"

B

• EXTERIOR INSULATED FINISHSYSTEM (TOTAL WALL OREQUAL)

• LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL "TOTALSTOP RA" OR EQUAL)

• 1/2" OSB SHEATHING• 2x6 STUDS AT 16" O.C.• 6" BATT INSULATION• 6 MIL POLY VAPOR BARRIER• 5/8" GYP. BD.A

• EXTERIOR INSULATED FINISHSYSTEM (TOTAL WALL OR EQUAL)

• LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL "TOTALSTOP RA" OR EQUAL)

• 1/2" OSB SHEATHING• 2x6 STUDS AT 16" O.C.• 6" BATT INSULATION• 6 MIL POLY VAPOR BARRIER• 5/8" GYP. BD.

1"1/

2"5

1/2"

5/8"

2"

1/2"

5 1/

2"

5/8"

C2

• CULTURED STONE VENEER OVEREXPANDED METAL LATH WITHSCRATCH COAT

• SELF ADHESIVE BITUMINOUS WEATHERBARRIER

• LIQUID EMULSION VAPOR PERMEABLEAIR BARRIER MEMBRANE (TOTALWALL "TOTAL STOP RA" OR EQUAL)

• 1/2" OSB SHEATHING• 2x6 STUDS AT 16" O.C.

1/2"

C1

NOTE: AT WALLTYPE 'C2' 2x4STUDS AT 16"O.C.

D16

3/4" 3

3/8"

3 3/

8"

PLAN DIMENSIONLOCATION

• 5/8" GYP. BD.• 2x6 STUDS AT 16" O.C.• 5 1/2" SOUND INSULATION• 5/8" GYP. BD.

D

NOTE: AT WALL TYPE 'D1' GYP. BD.ONE SIDE

E

4 3/

4"

2 3/

8"2

3/8"


• 5/8" GYP. BD.• 2x4 STUDS AT 16" O.C.• 5/8" GYP. BD.

F

6 3/

4" 3 3/

8"3

3/8"


• 5/8" GYP. BD.• 2x6 STUDS AT 16" O.C.• 5/8" GYP. BD.

G

3 3/

8"7

3/8"


• 5/8" GYP. BD.• 2x6 STUDS AT 16" O.C.• 1/2" AIR SPACE• 2x4 STUDS AT 16" O.C.• 5/8" GYP. BD.

10 3

/4"

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

51:2

1 PM

C:\R

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BELL R

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JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A2.1Author

14-054

DIMENSIONS:A. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. REFER

TO FOUNDATION PLAN FOR FACE OF CONC.DIMENSIONS.

B. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN.REQ'D. NET CLEARANCE FROM FACE OF WALL /WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/VENDOR PRIOR TO INT. WALL FRAMING.

WINDOWS / DOORS:A. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO

ROUGH OPENING.

FINISH SUBSTRATES:A. PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR

SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD. AT ALLWALLS EXCEPT SHEARWALL SURFACES, U.O.N.

B. ALL JOINTS, GAPS OR SPACES LEADING TO ALLHOLLOW OR INACCESSIBLE SPACES SHALL BE SEALEDWITH "NSF INTERNATIONAL" APPROVED SEALANTS.

GENERAL:A. PROVIDE TWO FIRE EXTINGUISHERS - (2) 10 lb. BC and

(1) 10 lb. ABC - TO COMPLY WITH LOCAL FIRE CODE.LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCALAUTHORIZING AGENT.

B. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BEBUSHED TO PREVENT DAMAGE TO THE FINISH, PER9/A8.3.

C. ALL PENETRATIONS THROUGH E.I.F.S. SHALL BE SEALEDUSING MFR'S. APPROVED METHOD.

1. NOT USED.2. NOT USED.3. PIPE BOLLARD. SEE DETAIL 2/A1.3.4. APPROXIMATE HOOD LOCATION. COORDINATE WITH

DESIGN BUILD MECH. CONTRACTOR.5. NOT USED.6. CO2 FILL BOX LOCATION.7. TILE TO CONCRETE METAL THRESHOLD.8. KEEP CLEAR FOR UTILITIES & SYRUP LINES. SEE DETAIL 8 &

9/A8.5 FOR STUD LAYOUT REQUIREMENTS.9. MOP SINK.10. S.S. CORNER GUARD / WALL CAP, TYP. ALL CORNERS IN

BACK-OF-HOUSE FROM REAR WALL TO THE KITCHENSIDE OF THE SERVICE COUNTER. SEE DETAIL 11/A8.4.

11. ELECT. PANELS RECESSED IN 2x6 WALL. COORDINATEWITH ELEC. DESIGN BUILD CONTRACTOR.

12. LIGHTING CONTROL PANEL SURFACE MOUNTED.COORDINATE WITH ELEC. DESIGN BUILD CONTRACTOR.

13. SYRUP LINE CHASE (ABOVE). SEE DETAIL 9/A8.5.14. 6"x6" HORIZONTAL OPENING FOR SYRUP TUBES.

COORDINATE WALL PENETRATION WITH COUNTERINSTALLER. SEAL CHASE TO COUNTER. SEE 3/A8.5.

15. START OF CHAIR RAIL.16. CONTINUE CHAIR RAIL AROUND CORNER TO WINDOW

JAMB.17. NOT USED.18. ROOF LADDER. SEE 4/A8.1.19. NOT USED.20. SPLASHGUARD. SEE DETAIL 9/A8.4 INSTALLATION SHALL

BE COORDINATED WITH INSTALLATION OF MOP SINK.

1

1/4" = 1'-0"A2.1

1 FLOOR PLAN

MARK DATE

KEY NOTES

GENERAL NOTES

0' 2' 4' 8'

1 1/2" = 1'-0"

WALL TYPES

NORTHE

SW

ACCESSIBLEENTRANCE/EXIT



9" M

IN 27" M

IN

36" M

AX

6" MAX

5" MAX 15" MIN

3 1/2" MAX

FORWARD APPROACH

PARALLEL APPROACH

8" MIN

SPOUT HEIGHT ANDKNEE CLEARANCE

EQUIPMENT PERMITTED INSHADED AREA

WATER COOLERS

48"

15" M

IN

48"

30"

48" M

AX

44" M

AX

MAX

0" TO 20"

MAX

20" TO 25"

(a) FORWARD REACH LIMIT

(a) FORWARD REACH LIMIT (b) FORWARD REACH LIMIT

NOTE: CLEAR KNEE SPACE SHOULD BE AS DEEP AS THE REACHDISTANCE (30" X 48" CLEAR FLOOR SPACE REQUIRED)

36" MIN 6"

17" T

O 19

"

33" T

O 3

6"

18"

33" T

O 3

6"

12" 42" MIN

54"

3" T

O 6

"18

"17

" TO

19" 7" TO 9"

11" TO 13"

15" M

IN

2"

36" GRAB BAR18" GRAB BAR

42" GRAB BAR

TOILET PAPERDISPENSER

34" M

AX

48"

10" MAX

48"

34" M

AX

24" MAX

REAR WALL SIDE WALL

WATER CLOSETS

(a) SIDE REACH LIMIT (b) SIDE REACH LIMIT

REACH DIMENSIONS OVER AN OBSTRUCTION

30" M

IN

48" MIN

19" MAX

17" MIN

CLEARFLOORSPACE

48"

30"

30"

48"

9" M

IN 27" M

IN

29" M

IN

34" M

AX

40" M

AX

6" MAX TOE CLEARANCE

DEPTH

17" MIN

8" MIN KNEE CLEARANCE

CLEAR FLOOR SPACE AT LAVATORIES LAVATORY CLEARANCES

LAVATORIES MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS

(a) PARALLEL APPROACH (b) FORWARD APPROACH

60" (MIN) TURNING CIRCLE

18"

15" MAX 15" MAX

38" M

IN

48" M

AX

CONTROLAREA

BACKWALL

(TO

TO

P O

F HA

NDLE

)

48" M

AX

36" T

O C

ENTE

R

CONTROL WALL

ROLL-IN SHOWER STALL

SHOWER CONTROLS FIRE EXTINGUISHERS

STANDARD FIRE EXTINGUISHERMOUNTING HEIGHT

PARKING SIGN

1' -

0"

2' -

0"

1' -

6"

CONC. FTG.

PAINTED STEEL SIGN POST

PROVIDE VAN ACCESSIBLESIGNAGE UNLESS NOTEDOTHERWISE

14 GA. STL. SIGN WITH PAINTEDSYMBOL AND LETTERING PERD.O.T. TRANS 200.7REQUIREMENTS

5`-0

"

2``

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

alle

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.com

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/201

4 2:

51:3

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BELL R

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ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A2.2Author

14-054

MARK DATE

3/32" = 1'-0"A2.2

1 EGRESS PLAN

GENERAL NOTES:ENTIRE BUILDING SHALL COMPLY WITH THE ANSI A117.1 2003 EDITION ACCESSIBILITY CODE:

FIXTURES WHICH HAVE CLEAR FLOOR SPACES REQUIRED SHALL ACT INDEPENDENTLY AND NOTCROSS REQUIRED CLEAR FLOOR SPACES OF OTHER FIXTURES. CLEAR FLOOR SPACE MAYEXTEND UNDER LAVATORY 19" MAX.

PROVIDE BARRIER-FREE SIGNAGE AT ALL PUBLIC TOILET ROOM DOORS

ACCESSIBLE FACILITIES ARE REQUIRED TO BE IDENTIFIED AND MUST USE INTERNATIONALSYMBOL OF ACCESSIBILITY.

FIRE EXTINGUISHERS AND CABINETS SHALL BE MOUNTED 36" FROM FINISH FLOOR TO CENTEROF EXTINGUISHER OR CABINET, AND 4'-0" MAX TO TOP OF EXTINGUISHER HANDLE. DRINKINGFOUNTAINS SHALL HAVE A CLEAR FLOOR SPACE OF 30" X 48".

DRINKING FOUNTAINS SHALL BE ACCESSIBLE TO PERSONS IN A WHEEL CHAIR, AND SHALL BEMOUNTED SO THAT THE SPOUT HEIGHT IS NOT MORE THAN 36" ABOVE THE FINISHED FLOOR.THE DRINKING FOUNTAIN CONSTRUCTION AND DIMENSIONS SHALL BE IN CONFORMANCE WITHTHE A.D.A.

PROVIDE SOLID 2X10 WOOD BLOCKING FOR ALL GRAB BARS, TOILET PARTITIONS, URINALSCREENS, TOILET ACCESSORIES, VANITY TOPS, COAT RACKS, CABINETS, ETC..

ACCESSIBLE SIGNAGE:INTERIOR SIGNAGE SHALL BE LOCATED ADJACENT TO DOOR ON THE LATCH SIDE AND SHALLBE MOUNTED AT A HEIGHT OF 60" FROM THE FINISH FLOOR TO CENTER OF SIGN.

LETTERS AND NUMBERS ON SIGNS SHALL BE UPPERCASE AND RAISED 1/32" MIN..CHARACTERS OR SYMBOLS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2 IN.INDENTED CHARACTERS OR SYMBOLS SHALL HAVE A STROKE WIDTH OF AT LEAST 1/4"SYMBOLS OR PICTOGRAPHS ON SIGNS SHALL BE RAISED OR INDENTED 1/32" MIN..

URINALS:URINALS MUST HAVE A CLEAR FLOOR SPACE OF 30" X 48"

FLUSH CONTROLS MUST BE HAND OPERATED OR AUTOMATIC AND MUST BE MOUNTED 44" MAX.ABOVE THE FLOOR TO CENTER OF CONTROL.

LAVATORIES:LAVATORIES SHALL HAVE A CLEAR FLOOR SPACE OF 30" X 48", AND A CLEAR HEIGHT OF29" MIN. TO THE BOTTOM OF THE FIXTURE OR SKIRT BD. THEY SHALL HAVE A CLEAR HEIGHTOF 34" MAX. TO THE RIM OF THE FIXTURE, AND A CLEAR DEPTH OF 11" MIN. UNDER THE FIXTUREEXCLUSIVE OF THE BOWL AND WASTE PIPES.

THE WATER CONTROL VALVES MUST HAVE LEVER HANDLES.

INSULATE ALL HOT AND COLD WATER SUPPLY AND DRAIN PIPES.

TOILETS:TOILET SEATS SHALL BE 17" - 19" ABOVE FINISHED FLOOR.

THE CENTER OF THE TOILET SHALL BE 18" OFF THE SIDE WALL.

ACCESSIBLE TOILET COMPARTMENTS SHALL HAVE A MINIMUM CLEAR INSIDE DIMENSION OF60" SIDE TO SIDE. IF THE DOOR SWINGS OUT, PROVIDE 48" MINIMUM CLEAR SPACE IN FRONTOF THE TOILET BOWL, AND IF THE DOOR SWINGS IN PROVIDE 66" MINIMUM CLEAR SPACE INFRONT OF THE TOILET BOWL. THE DOOR SHALL HAVE A CLEAR UNOBSTRUCTED OPENINGWIDTH OF 32."

NON-ACCESSIBLE TOILET STALLS SHALL BE MINIMUM OF 36" AND HAVE A MINIMUM OF 24"FROM THE FRONT OF THE BOWL TO THE FRONT OF THE TOILET STALL.

GRAB BARS:GRAB BARS MUST BE MOUNTED ON ONE SIDE AND REAR WALL AND MUST BE 1 1/2" INDIAMETER WITH 1 1/2" CLEARANCE FROM WALLS. SUCH GRAB BARS SHALL BE SECURELYFASTENED TO SUPPORT A LOAD OF 250 LBS. MIN. AND HAVE A NON-SLIP SURFACE.

HORIZONTAL GRAB BAR SHALL BE MOUNTED SUCH THAT THE CENTER OF THE BAR IS MOUNTED33" - 36" ABOVE FINISHED FLOOR.

THE SIDE WALL GRAB SHALL BE 42" LONG AND START 12" OFF THE BACK WALL.

THE BACK WALL GRAB SHALL BE 36" LONG MIN. AND START 6" OFF THE SIDE WALL.

THE VERTICAL GRAB BAR SHALL BE INSTALLED 3" - 6" ABOVE THE HORIZONTAL GRAB BAR.IT SHALL BE A MINIMUM OF 18" LONG AND LOCATED 11" - 13" IN FRONT OF THE WATER CLOSET.

TOILET ROOM ACCESSORIES:MIRRORS SHALL BE MOUNTED SO THAT THE BOTTOM OF THE REFLECTIVE SURFACE IS NOMORE THAN 40" ABOVE THE FINISH FLOOR.

WHERE WALL-MOUNTED TOWEL RACKS, DISPENSERS, WASTE DISPOSAL CONTAINERS, ORSIMILAR APPLIANCES ARE PROVIDED, AT LEAST ONE OF EACH MUST BE MOUNTED SO THATWORKING HEIGHT IS 40" MAX. ABOVE THE FLOOR, AND SHALL BE FREE OF INTERFERENCE BYGRAB BARS OR OTHER APPLIANCES OR FIXTURES.

TOILET PAPER DISPENSERS SHALL BE INSTALLED BETWEEN 7" - 9" IN FRONT OF THE WATERCLOSET. IT SHALL BE MOUNTED SUCH THAT THE OUTLET IS BETWEEN 15" AND 48" ABOVEFINISHED FLOOR WITH A CLEARANCE OF 2" MIN. BELOW OR 12" MIN. ABOVE GRAB BAR.

CUSTOMER. COUNTER:AT COUNTERS AT WHICH GOODS OR SERVICES ARE SOLD OR DISTRIBUTED A PORTION OF THEMAIN COUNTER WHICH IS A MINIMUM OF 36" IN LENGTH SHALL BE PROVIDED WITH A MAXIMUMHEIGHT OF 36".

RAST

RASH

HC

D-507

D-503

TYP.

.3

D-500D-500

D-500

TYP.

(H)(H)

(H)

F-915

D-505

D-503

TYP.

1' -

0" M

IN.

D-523

F-500

F-500

D-513

D-505

D-513 D-513

D-505

D-513 D-513

D-505

D-513 D-513

D-505

D-513

F-920

D-511

U-070

U-070S-482

U-061

B-405

F-160U-152

U-152

F-160

F-090

G5S-639

S-456

U-054

L-014

U-054

K-604

K-699

K-657

S-580

S-381

S-550

S-540

S-600

S-600

S-286

B-599

K-699

K-221

N-043

B-405

6

B-241

N-150

P-452P-452P-673

P-315

S-004

S-005 B-400

U-009

S-513

S-285

S-546

S-639

U-100

U-250

S-482

S-570

U-100

U-238

U-239

S-349

U-061

U-070

U-121U-152B-140

D-539

D-536

D-536

K-602K-602

K-602K-522

K-523

F-021

12

10

U-054

P-541

P-541P-541

K-132

C-016

E-275ABOVE

C-107

K-380

K-518

R-037

B-400

B-405N-053

B-251B-241

N-150N-135

B-290

D-531

D-518

D-519

D-558

U-100

U-100

K-708

K-490

. 3

D-534

(ABOVE)

15

F-030

CLEAR

3' - 0"

CLE

AR

3' -

0 3

/32"

S-444

N-208

S-023

S-024

P-332

U-238

U-239

U-239

U-238

U-250

U-250

C-250

C-250

S-489

S-489

S-065

C-201

C-201

L-150

D-549

U-121

U-121

S-513

S-284

S-375

S-443S-544

R-034

F-160

8

F-090U-250

B-406

K-420

B-405

B-405

16

1

7

14

U-250

U-250

U-238

U-238

U-242

C-400P-417

S-570

S-274

S-600

S-204

N-130

N-071

K-517

K-699

K-602

K-699

K-699

K-604

N-698

P-550 K-210

14

B-400

W-075

13

S-544

S-544

S-547S-254 C

LEAR

3' -

2 3

/16"

D-502(H)

5TYP.

4

.3

HC HCTYP.

D-507 D-507D-503 D-503

TYP.

.3

D-524

F-915

D-539

D-536

B-251B-241

K-699

4' - 10"

T-2

B-2

T-1

B-1

13

2

7

7 13

16

14

T-2

B-2

10

12

T-2

B-2

10

12

3 10

T-1

B-1

3 10

T-1

B-1

1

13

11

4

9

SLOPE: 1/8" PER FT..

.

.

15

T-1

1' -

2 3/

4"

53

13 13

8

2"

8"

13

4' -

7 3

/4"

2T-2

B-2

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

51:3

6 PM

C:\R

evit

Loca

ls\1

4-05

4 Jo

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n C

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Tac

o Be

ll - e

ss.rv

t

NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A2.3ESS

14-054

1. HOOD FIRE SUPPRESSION SYSTEM (ANSUL R-102 OREQUAL).

2. NOT USED.3. MAINTAIN 36" MIN CLEAR AISLE EGRESS PATHS TO EXIT

DOORS.4. 30" x 48" CLEAR FLOOR SPACE FOR HANDICAP

ACCESS.5. DOT INDICATES CORE DRILL LOCATION. CORE DRILL

LAYOUT TO BE PROVIDED BY THE SEATING VENDOR.SEE DETAIL 7/A8.4 AND SCOPE OF WORK. CHANGECORE DRILL BITS TO MATCH DECOR BASE SIZE TOMAINTAIN 3 /8" MAX GROUT LINE AROUND BASE

6. PULL STATION @ 3'-8" A.F.F.7. GAS LINE DOWN TO EQUIPMENT.8. COORDINATE LOCATION OF HORIZ PVC SYRUP CHASE

THROUGH WALL TO COUNTER.9. 6" HIGH WATER HEATER PLATFORM.10. NOT USED.11. NOT USED.12. 8' LADDER.13. BRINKS SAFE.14. SPLASH GUARD.15. ALERT LIGHT BOX FOR 3-COMP POWER SOAK.16. ROOF LADDER.

1. (H) - SYMBOL DENOTES A HIGH TABLE OR DININGCOUNTER WITH STOOLS.

2. HC - SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE.3. SEE SHEET A3.1 FOR ADDITIONAL SCHEDULE

INFORMATION.

DRY STORAGE 38

20

14

COLD STORAGE

FROZEN STORAGE

STORAGE TYPE LINEAR FT.

1/4" = 1'-0"A2.3

1 EQUIPMENT AND SEATING PLAN

MARK DATE

EQPT. & SEATING KEY NOTES 1

EQPT. & SEATING GENERAL NOTES

0' 2' 4' 8'

SHELVING QUANTITIES REQUIRED

ALL SEATING AND EQUIPMENT,INCLUDING QUANTITIES, SHALLBE VERIFIED WITH THE OWNER.

1/4" = 1'-0"A2.3

2 FLOOR FINISH PLAN 0' 2' 4' 8'

1. FACTORY FLOOR FINISH (GALV STL) W/ INTEGRAL COVEBASE

2. 6" COVE TILE BASE. SEE DETAIL 8/A8.4 FORINSTALLATION.

3. 6" SANITARY COVE TILE BASE. SEE DETAIL 4/A8.4.4. PROVIDE FLOOR TILE INSIDE WALK-IN COOLER (NO TILE

OR BASE IN FREEZER). FLOAT FLOOR TILE IN COOLERSTO DRAIN TO KITCHEN. COORD. WITH COOLER WALLCONFIGURATION.

5. PLATFORM FOR SAFE - SEE DETAIL 16/A8.4.6. NOT USED.7. FLOOR TILE SHALL TRANSITION AT SERVICE COUNTER

WALL.8. START POINT FOR FLOOR TILE.9. METAL BASE IN COOLER. SEE DETAIL 1/A8.4.10. REFER TO STRUCT DRAWINGS FOR CONC FLOOR

SLOPES AROUND FLOOR DRAINS.11. FLOAT FLOOR TILE TO MEET FREEZER FLOOR FLUSH.

COORD WITH FREEZER THRESHOLD INSTALLATION.12. SANITARY TILE BASE IN RESTROOMS. SEE DETAIL

12/A8.4 FOR INSTALLATION.13. FLOAT FLOOR TILE FOR FLUSH TRANSITION.14. DIMENSION STRING REPRESENTS LINE OF FLOOR TILE

TRANSITION.15. NO BASE TILE BEHIND WALK-IN COOLER/FREEZER.16. ALIGN TOP OF B-2 AND B-1. SEE DETAIL 5/A8.5.

DENOTES FINISH MATERIAL. REFER TO SHT A3.2FOR FINISHES.

TILE JOINTS (U.O.N.): 1. QUARRY FLOOR TILE : 1/4" 2. PORCELAIN FLOOR TILE : 3/16" 3. GLAZED WALL TILE : 1/8" 4. BASE, TRIM AND ACCESSORIES : MATCH ADJOINING

TILE UNITS

TILE INSTALLATIONS REQUIRE MANUFACTURERSSTANDARD MOLDED CORNERSAT BOTH INSIDE AND OUTSIDE CORNERS.

ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH3/8" MIN RADIUS UNLESS NOTED OTHERWISE.

PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS ATTOP OF COVE BASE.

TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATINGFIXTURE WILL NOT BE ACCEPTED.

A.

B.

C.

D.

E.

F.

FLOOR FINISH KEY NOTES 1

FLOOR FINISH GENERAL NOTES

NORTHE

SW

NORTHE

SW

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

51:3

8 PM

C:\R

evit

Loca

ls\1

4-05

4 Jo

hnso

n C

reek

Tac

o Be

ll - e

ss.rv

t

NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A3.1Author

14-054

NO. QTYG.C.INST. ITEM DESCRIPTION MFR. & MODEL NUMBER PLUMB ELECT GAS REMARKS

S-375 1 X SELF SERVE DRINK COUNTER CARTER HOFFMAN #CH3TDS72N55S-381 1 X CO2 CARBON DIOXIDE SENSOR/WARNING AMPROBE CO2-200 XS-443 1 18"H X 23"D X 10"W STRAW - LID DISPENSER CAL-MIL ADA TB103S-444 1 X NAPKIN DISPENSER #5555100S-453 2 X T-SHIRT BAG HOLDER FRANKE #791166S-456 1 X 30" x 30" FRUITISTA TABLE ISS #WST1185S-482 2 X CUP DISPENSER A.J. ANTUNES #DACS60 W/ ANGLED MOUNTING BRACKET OMNITEAM CBD-DTAS-489 2 X DIGITAL SCALE EDLUND DS-10 X FRANCHISEES CA USE HOSHISAKI KMS-1230S-513 2 X ICE MAKER (PLACED ON TOP OF DRINK MACHINES) MANITOWOC #SY-1474C X X W/ ROOF MOUNTED CONDENSERSS-540 1 PEPSI BOOSTER TANK X X SEE SCOPE OF WORK (PEPSI)S-544 3 NARROW ICED BEVERAGE DISPENSER BUNN 3.5 GALLON NARROW #TDO-N-3.5S-546 1 X ICED TEA BREWER TETLEY TB3Q X XS-547 1 BUNN POD BREWER MY CAFE AP AUTOPOD #42300.0001 XS-550 1 BAG-IN-BOX SYRUP RACK CORNELIUS/REMCOR BNB12B8P X FLO-3REG-2CRB (BY PEPSI)S-570 2 CARBONATOR CORNELIUS/REMCOR X X SHELF MOUNTED BELOW EACH DRINK DISPENSER (BY PEPSI)S-580 1 CO2 (BULK) TANK MVE #11805373 WITHOUT IMPURITY RINGS-600 2 X BUNDLED SYRUP LINES CORNELIUS/REMCOR TUBE BUNDLE X SEE SCOPE OF WORK (PEPSI)S-639 1 X FROZEN BEVERAGE DISPENSER CORNELIUS VIPER #621360041TB X X W/ BOOSTER AND INSTALLATION KIT

U SECURITY/COMM./FIRE PROTS/POSU-009 1 X D/T COMM. SYSTEM HME #C30000 - 6 - HS - XUM, HME #K99912 XU-052 1 X SECURITY SYSTEM ADT #3BCZTB X CROSS ZONE SECURITY SYSTEMU-054 4 X CCTV DVR & MONITOR MARTCO - NUVICO DVR X WITH 2 CAMERAS.U-061 2 CREDIT CARD READER (VSAT) PAR XU-070 3 RECEIPT PRINTER IBM, NCR & PAR X 2 FOR F/C AND 1 D/TU-100 4 POS/ORDER ENTRY TERMINAL IBM, NCR & PAR X 2 FOR F/C AND 2 D/TU-121 3 CASH DRAWER BRACKETS IBM, NCR & PAR SEE SCOPE OF WORKU-152 3 CASH DRAWER IBM, NCR & PAR SEE SCOPE OF WORKU-238 5 KITCHEN MONITOR IBM, NCR & PAR XU-239 3 X MONITOR CEILING MOUNTED BRACKET IBM, NCR & PAR FOR ONE MONITOR EACH. SEE DETAIL 2/A8.4U-242 1 X MONITOR CEILING MOUNTED BRACKET IBM, NCR & PAR FOR TWO MONITORS EACH. SEE DETAIL 2/A8.4U-250 6 BUMP BAR IBM, NCR & PAR WITH MOUNTING PLATE

W WALK-IN COOLERS/FREEZERSW-075 1 X WALK-IN COOLER/FREEZER ICS/NORLAKE X X 1 COOLER, 1 FREEZER. XDX & EPACT (CORPORATE STORES)

NOT APPROVED FOR THE NORLAKE VERSION CAPSULE PAK

NO. QTYG.C.INST. ITEM DESCRIPTION MFR. & MODEL NUMBER PLUMB ELECT GAS REMARKS

72

B CONTRACTOR BUILDING ELEMENTSB-140 1 X DRIVE-THRU WINDOW QUICKSERV #SC-4030BR / READY ACCESS

#275 47.5"Wx35.7"HG.C. TO PROVIDE TRANSOM - DARK BRONZE ANODIZED

B-241 4 X SOAP DISPENSER (WALL MOUNT) KAY 3741 SURFACE MTDB-251 1 X SANITIZER DISPENSER KAY 3741 SURFACE MTDB-265 2 X MIRROR, 18" x 36" BOBRICK #B-165-1836 SURFACE MTDB-275 1 X TOILET PAPER DISPENSER BOBRICK #B-2890 SURFACE MTDB-290 2 X PAPER TOWEL DISPENSER BOBRICK #B-262 SURFACE MTDB-292 2 X PAPER TOWEL DISPENSER / TRASH 12 GALLON BOBRICK #B-3942 SEMI-RECESSEDB-400 3 X WASTE BASKET - 32 GALLON RUBBERMAID #2632 (GREY)B-405 5 X WASTE BASKET RUBBERMAID SLIM JIM #3541 (GREY)B-406 1 X WASTE BASKET RUBBERMAID 28 QT #2956 (BLACK)B-410 1 X SANITARY NAPKIN RECEPTACLE RUBBERMAID #6140 INCLUDES ACCESSORY KIT @ MOUNTING HARDWAREB-599 1 X MOP SINK STATION ISS #WST806Y X

C COOKING EQUIPMENTC-016 1 X SINGLE OPEN FRYER W/ UNDER-FRYER FILTER SYSTEM FRYMASTER #FPH55SD X X COMES WITH GAS HOSE KIT. OPTION: WITHOUT FILTERC-107 1 X RETHERMALIZER PITCO #TB-SRTG14-2 X X X COMES WITH GAS HOSE KITC-201 2 X SPLIT LID CLAM SHELL TOASTER PROGRILL SL1577YA X POWERED BY PRODUCT LINEC-250 2 X CHEESE MELTER (SINGLE) A. J. ANTUNES # CM-100 X X POWERED BY PRODUCTION LINEC-400 1 X COOK TIMER FAST #TBZAP12 X FOR THE RETHERMALIZER

E EXHAUST HOODS/FIRE SUPP.E-272 1 X TIMER OUTLET XE-275 1 X TB HOOD STRATOVENT MODEL # SVBD2 X PRE-PIPED FOR ANSUL SUPPRESSIONE-276 1 X SS BACK SPLASH X

F OFFICE/EMPLOYEE/MUSIC/MISC.F-014 1 X FILE CABINET (2 DRAWER HIGH) 18" x 36" x 27"H 9336P2FIH IN OFFICE. SEE INTERIOR ELEVATIONSF-021 1 X CHAIR - OFFICE HON #5831 IN OFFICE. SEE INTERIOR ELEVATIONSF-022 1 X LICENSE FRAME 8" X 10" (BLACK) CREATIVE PALETTE TB30 IN OFFICE. SEE INTERIOR ELEVATIONSF-030 1 X COAT HOOKS ISS #HOOK246R2YF-040 1 OFFICE COMPUTER POS PROVIDED X IN OFFICE. SEE INTERIOR ELEVATIONSF-050 1 CREDIT CARD SATELLITE ROUTER JUNCTION YUM XF-060 1 MONITOR - OFFICE YUM IN OFFICE. SEE INTERIOR ELEVATIONSF-080 1 OFFICE PRINTER/COPIER/FAX/SCANNER POS PROVIDED X IN OFFICE. SEE INTERIOR ELEVATIONSF-090 3 UPS (UN-INTERUPTABLE POWER SUPPLY) POS PROVIDED XF-102 1 MONEY COUNTER TELLERMATE # TIX3000 XF-131 1 MUSIC SYSTEM MUZAK #6848. LOCAL LEASE X MUZAK (LOCAL LEASE)F-160 4 X DROP SAFE PERMA VAULT #PRO-10F-174 1 X SAFE WITH TOUCH SCREEN CONTROLS BRINKS SAFE A-GALILEO 111-01 X 3-DOORF-211 1 X CLOCK B&B SYSTEMS #03060425 IN OFFICE. SEE INTERIOR ELEVATIONSF-270 1 X FIRST AID KIT PROSTAT FIRST AID LLC #2617 IN OFFICE. SEE INTERIOR ELEVATIONSF-500 2 X STACKABLE HIGH CHAIR KOALA #KOAKB10301F-915 2 X FLOOR MAT 3' X 5' ENTRANCE, INC. #41150012 RUBBERIZEDF-920 1 X FLOOR MAT 2' X 8' ENTRANCE #4-4450 RUBBERIZED @ DRINK STATION

K WORKSTATIONS/SHELVING/CARTSK-132 1 X CLOSING CART ISS #WST1434Y WALL TRACK SHELVINGK-210 1 X PREP SINK WORKSTATION 50" TRACK ISS #WST255E WALL TRACK SHELVINGK-221 1 X 3 COMP SINK WORKSTATION 96" TRACK ISS #DS-1F WALL TRACK SHELVINGK-380 1 X FRY WORKSTATION 30"W x 30"D x 75"H ISS # FRYTAB3030YAK-420 1 X CARBONATOR PLATFORM SHELF 18" X 24" ISS #WST34YK-490 1 X FRONT COUNTER SHELVING 18" x 24" x 24" (2 TIER) ISS #WST440Y UNDER SERVING COUNTERK-517 1 X PREP RACK 18" x 60" x 76"H (6 TIER) ISS #WST1469YK-518 1 X FRY RACK 24" X 36" X 76" (6 TIER) ISS #WST1470YK-522 1 X SMALL PKG. RACK 18" x 60" x 76"H (5 TIER) ISS #WST1548YK-523 1 X CUP & LID RACK 18" x 60" x 76"H (3 TIER) ISS #WST1580YK-602 4 X SHELVING UNIT 18" x 36" x 86"H (5 TIER) ISS #WST238Y WALK IN COOLERK-604 2 X SHELVING UNIT 18" x 48" x 86"H (5 TIER) ISS #WSTSU1848-8-5Y WALK IN COOLERK-657 1 X SHELVING UNIT 24" x 72" x 86"H (5 TIER) ISS #SU247285Y WALK IN COOLERK-699 6 X SHELVING UNIT 18" x 60" x 74"H (4 TIER) ISS #SU186075Y WALK IN COOLERK-708 1 X FRONT COUNTER DUNNAGE RACK UNDER SERVING COUNTER

L LIGHTING/SIGNAGE/MENUBOARDSL-014 1 X INTERIOR MENU BOARD PACKAGE - ROTATING, 10-PANEL THE HOWARD COMPANY #9TB0042 X LED INTERNALLY ILLUMINATEDL-150 1 X SECURITY DOOR DANGER SIGN ADVERCO#ADVCUSTOM ORDERED DIRECT FROM YRFS

N SINKS/DISHWASHERSN-043 1 X 3-COMP POWER SOAK 102"L x 31"D (R TO L) METCRAFT #PS6750 X X W/ PRE-RINSE, CLICK & CLEAN SYSTEM & (2) T & SB-2466

FAUCETSN-053 2 X STAINLESS STEEL WALL MOUNTED SINK WITH FAUCET AERO #HS-MOD XN-130 1 X 1 COMP SINK FAUCET T&S FAUCET B-2463 X FOR N-699N-134 2 X LAVATORY FAUCET T&S FAUCET B-2460 XN-135 2 X STAINLESS STEEL WALL MOUNTED FAUCET T&S FAUCET B-2456-W-119X XN-150 2 X HAND SINK FOOT PEDAL T&S B-0507 X FOR N-053N-208 1 X FLOOR MOUNTED 24"x24" MOP SINK WITH FAUCET AND

ACCESSORIESAERO MANUF. CO., INC. #3MP-2121-6/1P X

N-698 1 X 1 COMP PREP SINK 53"W X 27"D X 35 1/2"H AERO #2F1211617LR X

P FOOD PREPARATIONP-315 1 X REVERSE OSMOSIS SYSTEM CUNO #FSTM-HP X REQUIRES FLOOR SINKP-332 1 X DUAL LINE, 157" READY TO ACCECPT EVO CABINETS DUKE #EVOREADYDUAL DELFIELD

#DUALEVOREADYX X DUKE - WEST / DELFIELD EAST

P-417 1 X 8-CHANNEL TIMER FAST #TRACK2X4TB X ALTERNATE: PRINCE CASTLE #755HM8TBP-452 2 X HOT WATER SYSTEM BUNN-MACHINE #43600.0014 X X W/ BRACKET, FRONT MOUNTP-541 3 X STORAGE BINS B4B SYSTEMS #0307010P-550 1 X KNIFE RACK EDLUND #KR-99P-673 1 X WORKTABLE, 36" x 30" ISS #WST908A FOR RETHERMALIZER AND HOT WATER

R REFRIGERATIONR-034 1 X MINI REFRIGERATOR SILVER KNIG SKPS3 XR-037 1 X 1/2 HT. FREEZER (LH) STD. CASTERS DELFIELD 407CA LH X

S SERVING/DRIVE-THRU1 SYRUP RACK

S-004 1 X HEAT CABINET - FULL HEIGHT - (1) LH BEVLES #CS82-CH8 120LH X W/ 8 SHELVES EACHS-005 1 X HEAT CABINET - FULL HEIGHT - (1) RH BEVLES #CS82-CH8 120RH X W/ 8 SHELVES EACHS-023 1 X WARMER,EVO TACO TOWER, TB,208V, L TO R UNIT CARTER HOFFMAN #EVOR208 X MOUNTED ON PRODUCTION LINE OVER SHELFS-024 1 X WARMER,EVO TACO TOWER, TB,208V, R TO L UNIT CARTER HOFFMAN #EVOR208 X MOUNTED ON PRODUCTION LINE OVER SHELFS-065 1 X DESSERT TOWER HATCO #GRBW-24D X MOUNT ON PRODUCTION LINE OVER SHELFS-204 1 X DRIVE-THRU TIMER SYSTEM HME #C11422TB X MOUNT ON DT WINDOW HEADERS-254 1 CONDIMENT RACK PRONTO PRODUCTS #CHPWO446S-274 1 X BEVERAGE COUNTER DRIVE-THRU (36" x 71") ISS #WST1242YA W/ ISS #CONDTOW24LS-284 1 X BEVERAGE DISPENSER - SELF-SERVE CORNELIUS 611057625 X X (BY PEPSI)S-285 1 X BEVERAGE DISPENSER - DRIVE-THRU SERVEND NGF-250QD X X OR CORNELIUS IDC255 PROGATE 5 (BY PEPSI)S-286 1 X WATER FILTER SYSTEM SHURFLO #WB6-M3-22-003 X X FRANCHISEES CAN USE SELECTO # TB5/620-5S-349 1 X PICK-UP DRIVE-THRU COUNTER (30" x 42")

B D/T CLEARANCE BAR, SECURITY DOOR, WATER HEATER, D/T WINDOW, RESTROOMACCESSORIES,

AIR DOOR/CURTAIN, MOP SINK, HAND SINK ACC., CORNER GUARDS, MATSC FRYERS, OVENS, GRILLS, RETHERMALIZERS, TOASTERS, MICROWAVESE KITCHEN EXHAUST HOODS, FIRE SUPPRESSION EQUIPMENTF SAFE, OFFICE EQUIPMENT, EMPLOYEE STORAGE/BREAKK SHELVING, WORKSTATIONS, CARTS, RACKS, DOLLIESL SITE LIGHTING, SIGNAGE, MENUBOARDS

N POWERSOAK, KITCHEN HAND SINKS, PREP. SINKS, DISHWASHERSP M.A.P.S. LINES, I-LINES, PACK LINES, BREADERS, MARINATORS, HOT WATER, WORK TABLES, CHEESEMELTERSR REFRIGERATORS AND FREEZERS (NOT WALK-IN)S DRINK SYSTEMS & EQUIP., HEAT CABINETS, STAGERS, WARMERS, SERVING EQUIP., D/T EQUIP.U SECURITY SYSTEM, LOCKS, CCTV, D/T COMMUNICATIONS/POS SYSTEM, POS EQUIP.W WALK-IN COOLERS/FREEZERS

MARK DATE

ALL SEATING AND EQUIPMENT,INCLUDING QUANTITIES, SHALLBE VERIFIED WITH THE OWNER.

SEATING PACKAGE - BY SEATING VENDOR

NO. QTY. ITEM

D-500 3 TABLE - OVAL - BAR HEIGHT - 24" X 30" - CORE DRILL BASED-502 1 TABLE - OVAL - BAR HEIGHT - 30" X 60" - CORE DRILL BASED-503 4 TABLE - RECTANGLE - STD HEIGHT - 18" X 24" - CORE DRILL BASED-505 5 TABLE - RECTANGLE - STD HEIGHT - 24" X 40" - CORE DRILL BASED-507 3 TABLE - RECTANGLE - STD HEIGHT - 24" X 40" - CORE DRILL BASE (ADA)D-511 1 DIVIDER WALL - 90" LONGD-513 8 OPEN BACK BENCH SETTEE - 42"D-518 1 BACKLESS BENCH SETTEE - 38"D-519 1 BACKLESS BENCH SETTEE - 42"D-523 1 SINGLE TRASH RECEPTACLED-524 1 DOUBLE TRASH RECEPTACLED-531 1 CONDIMENT COUNTER - SQUARE CORNERSD-534 1 SCREEN WALLD-536 21 FORMED WOOD SHELL DINING CHAIRD-539 14 FORMED WOOD SEAT "HALF-BACK" STOOLD-549 1 SOFFIT BY DISTRIBUTORD-558 1 SERVICE COUNTER - 122"

ARTWORK SCHEDULE

NO. QTY. ITEM REMARKS

G5 1 NUTRITION BOARD SEE INTERIOR ELEVATIONSG13 1 VOLCANO TARGET SEE INTERIOR ELEVATIONSG14 1 NYC TACO TAXI SEE INTERIOR ELEVATIONSG16 1 TACO NIGHT TIME SEE INTERIOR ELEVATIONSG17 1 TACO BEACH BELL SEE INTERIOR ELEVATIONS

SYMBOL MANUFACTURE TYPE COLOR SIZE NOTEFLOORING

T-1 DALTILE GROUT: CUSTOM #95 SABLE BROWNQUARRY #0Q40 NON ABRASIVE RED BLAZE 6"x6"

T-1 (ALTERNATE) AMERICAN OLEAN GROUT: CUSTOM #95 SABLE BROWNQUARRY #Q01 NON ABRASIVE CANYON RED 6"x6"

T-2 DALTILE GROUT: CUSTOM #95 SABLE BROWNTERRA ANTICA CERAMIC TILE ROSSO TA02 18"x18" OR 12"x12"

T-2 (ALTERNATE) CROSSVILLE GROUT: CUSTOM #95 SABLE BROWNCOTTO AMERICANA AV173 RED 18"x18" OR 12"x12"

WALL FINISHES

P-1 SHERWIN WILLIAMS PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (PAINT FOR CL-1)SATIN / EGGSHELL LATEX SW7069 IRON ORE (DK. GREY) -

P-2 SHERWIN WILLIAMS PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (ORANGE)SATIN / EGGSHELL LATEX SW6657 AMBER WAVE -

P-2 (ALTERNATE) SHERWIN WILLIAMS HIGH-GLOSS DOOR FRAMESSEMI-GLOSS LATEX -

P-3 SHERWIN WILLIAMS PRIMER: #023 (WHITE) FRESH START 100% ACRYLIC (BLUE)SATIN / EGGSHELL LATEX SW6510 LOYAL BLUE -

P-5 SHERWIN WILLIAMS PRIMER: #023 (WHITE) FRESH START 100% ACRYLICSATIN / EGGSHELL LATEX SW6839 KIMONO VIOLET -

SW6657 AMBER WAVE

P-6 SHERWIN WILLIAMS PRIMER: #023 (WHITE) FRESH START 100% ACRYLICSATIN / EGGSHELL LATEX SW6116 TATAMI TAN -

P-8 SHERWIN WILLIAMS PRIMER: #023 (WHITE) FRESH START 100% ACRYLICSEMI-GLOSS SW7002 DOWNY -

S-1 WILSONART -SOLID SURFACE AVALANCHE MELANGE #9175ML -

TM-1 OLYMPIC PREMIUM WOOD STAIN -CHAIR RAIL AMERICAN CHERRY -

TM-1 (ALTERNATE) DALY'S WOOD STAIN -CHAIR RAIL DALY'S #45 1x2 SOLID MAPLE -

TM-2 SCHLUTE -3/8" TILE EDGE TRIM CLEAR ALUMINUM -

WT-2 DALTILE GROUT: MAPEI #06 HARVEST; NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL12"x24" FABRIQUE LINE SOLEIL LINEN P687 UNPOLISHED 12"x12" AT RESTROOMS

WT-2 (ALTERNATE) ROCA TILE GROUP GROUT: MAPEI #06 HARVEST; NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTALLINEN UFLI200-12 BEIGE 12"x12" AT RESTROOMS

WT-4 DALTILE GROUT: MAPEI #06 HARVEST; NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL12"x24" FABRIQUE LINE SOLEIL LINEN P687 UNPOLISHED 12"x24" AT DINING ROOM

WT-4 (ALTERNATE) ROCA TILE GROUP GROUT: MAPEI #06 HARVEST; NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL

WT-5 DALTILE GROUT: MAPEI #06 HARVEST; NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTALFABRIQUE LINE SOLEIL LINEN P687 UNPOLISHED 3"x12" SHAPE # P-43C9

WT-5 (ALTERNATE) ROCA TILE GROUP GROUT: MAPEI #06 HARVEST; NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTALLINEN UFLI200-S43CD BEIGE 3"x12" AT DINING ROOM

LINEN UFLI300-1224 BEIGE 12"x24" AT RESTROOMS

WALL BASE

B-1 AMERICAN OLEAN GROUT: CUSTOM #95 SABLE BROWNQUARRY #Q01 RED TO MATCH T-1 5"x6"

B-2 DALTILE GROUT: CUSTOM #95 SABLE BROWNTERRA ANTICA CERAMIC TILE ROSSO TA-02 6"x12" COVED BASE

B-2 (ALTERNATE) CROSSVILLE GROUT: CUSTOM #95 SABLE BROWNCOTTO AMERICANA AV173 RED 6"x12" COVED BASE

LAMINATES

WC-1 FORBO ANODIZED CORNER GUARDS AND J-MOLDS BY NATIONAL METAL SHAPES (DARK BRONZE).INTERMEDIATE VERTICAL TRIM BY DECOR VENDORS PAINTED SAME COLOR AS WALL PANEL.

MARMOLEUM 3825 AFRICAN DESERT (FRESCO) -

WC-2 FORBO MARMOLEUM 3030 BLUE (REAL) -

FRP-1 MARLITE NO COLOR VARIATIONS ACCEPTEDFIBERGLASS REINFORCED PANEL FP-100 WHITE (PEBBLED FINISH) -

ANODIZED CORNER GUARDS AND J-MOLDS BY NATIONAL METAL SHAPES (DARK BRONZE).INTERMEDIATE VERTICAL TRIM BY DECOR VENDORS PAINTED SAME COLOR AS WALL PANEL.

CEILINGS

CL-1 CERTAINTEED GRID: WHITE SUSPENSION GRID WITH ALUMINUM FACE; NOTE: FLAME SPREAD RATING 0-25,CLASS A

VINYL ROCK, #1140, WASHABLENON-PERFORATED

WHITE 24"x48"x1/2"

CL-1 (ALTERNATE) US GYPSUM CO. SEE SPECIFICATIONSCLIMAPLUS LAY-IN CEILING PANEL FLAT WHITE #050, VINYL 3270 24"x48"

CL-2 GYPSUM BOARD -- - -

CL-3 USG SUSPENDED CEILING TILE GRID: ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE; NOTE: GRID, VENTS SPEAKERS TOBE FACTORY PAINTED WITH BLACK

414, FROST FLAT BLACK #205 24"x24"x1/2"

MILLWORK

PL-1 NEVAMAR -WM-8-350T CARMEL SAGAWOOD -

DOORS

DL-1 NEVAMAR DOOR EDGES SHALL BE FINISHED SIMILAR TO FACESWM-8-350T CARMEL SAGAWOOD -

DL-2 BOBRICK SOLID COLOR REINFORCED COMPOSITESIERRA SERIES 1090 SC03 TERRA COTTA -

DL-3 NEVAMAR DOOR EDGES SHALL BE FINISHED SIMILAR TO FACES; ALTERNATE: FORMICA 933-58MISSION WHITE

S7027T SMOKY WHITE -

FINISH SCHEDULE LEGEND

6" 6"

6"3'

- 0

"

12"

12"

12"

EQ EQCL

B C D EKICKPLATEKITCHENSIDE ONLY

KICKPLATEON PUSHSIDE ONLY

10"

A

6"

1' -

0"

2"1' -

8"2"

3' -

6"

2"1'

- 8"

2" SEE SCHEDULE2"2' - 2"

2" 4 1/2"2" 6' - 0" 2"

4 1/2"2" 6' - 0" 2"

8

A8.2 2

A8.2

18

A8.2

3

A8.2

1

A8.2

3

A8.2

4

A8.2

4 1/2"2" 4' - 2" 2"

4 1/2"2" 4' - 2" 2"

4 1/2"1' - 4"

4 1/2"2" 4' - 2" 2"

4 1/2"2" 4' - 2" 2"

1' -

6"2"

7' -

2"

2"

3

A8.2

3

A8.2

2

A8.2

2

A8.2

1

A8.2

1

A8.2

12

A8.2

12

A8.2

12

A8.2

12

A8.2

3' -

1 1

/2"

3' -

0"

1' -

10 1

/2"

4' - 0"

7

A8.2

5

A8.2

6

A8.2

1

SEE

SCHE

DUL

E2"

2" SEE SCHEDULE 2"

2

SEE

SCHE

DUL

E4"

2" SEE SCHEDULE 2"

2"7' -

2"

2"1'

- 6"

2" 3' - 8" 2"4 1/2"

2" 3' - 8" 2"4 1/2"

2" 3' - 8" 2"4 1/2"

2" 3' - 8" 2"

3

A8.2

2

A8.2

1

A8.2

4

A8.2

3

A8.2

3

A8.2

4

A8.2

2"1'

- 8"

2"3'

- 1

1"2"

2' -

5"

6"

2" 6' - 0" 2" SEE SCHEDULE 2"

8

A8.2

18

A8.2

1

A8.2

4

A8.2

6"6'

- 6

"2"

1' -

8"2"

2" 2' - 1" 2" SEE SCHEDULE 2" 2' - 6" 4 1/2"

18

A8.2

1

A8.2

6"6'

- 6

"2"

1' -

8"2"

4 1/2" 4' - 0 1/4" 2"

1

A8.2

18

A8.2

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

51:3

9 PM

C:\R

evit

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4-05

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Tac

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ss.rv

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NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A3.2Author

14-054

MARK DATE

ROOM FINISH SCHEDULEROOM FLOOR WALLS CEILING

NOTESNO. NAME FINISHBASEFINISH

NORTH EAST SOUTH WESTMATERIAL FINISH HEIGHTMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH

101 DINING T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-3 PREFIN. 9' - 4"102 CUSTOMER T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-3 PREFIN. 9' - 4"103 VESTIBULE T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-3 PREFIN. 9' - 4"104 WOMEN T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-2 P-6 8' - 6"105 MEN T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-2 P-6 8' - 6"106 CLOSET T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-2 P-6 8' - 6"107 SERVING T2 B2 GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES GYP. BD. VARIES CL-3 PREFIN. 9' - 4"108 DRIVE- THRU T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"109 MINI-DUAL LINE T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"110 PREP T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"111 TB COOK T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"112 KITCHEN T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"113 OFFICE T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"114 WARE- WASHING T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GALV. STL. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"115 UTILITY T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"116 DRY STORAGE T1 B1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 GYP. BD. FRP-1 CL-1 PREFIN. 8' - 10"117 COOLER T1 METAL GALV. STL. - GALV. STL. - GALV. STL. - GALV. STL. - GALV. STL. - 10' - 8"118 FREEZER GALV. STL. GALV. STL. GALV. STL. - GALV. STL. - GALV. STL. - GALV. STL. - GALV. STL. - 10' - 8"

FINISH SCHEUDLE NOTES:1. INSTALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL.2. GALV. STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR.4. FOR FINISH LOCATIONS REFER TO:

SHEETS A5.1 AND A5.2 - EXTERIOR ELEVATIONSSHEET A2.4 - FLOOR FINISH PLANSHEET A9.1 - REFLECTED CEILING PLANSHEET A4.1 TO A4.4 - INTERIOR ELEVATIONS.

6. ALL PAINTED GYPSUM BOARD SHALL HAVE A LIGHT ORANGE PEEL TEXTURE.7. ALL MORTAR SHALL BE MIXED WITH WHITE SAND TO INSURE A COLOR CONSISTENT TO THE ORIGINAL DESIGN INTENT.

1/4" = 1'-0"

DOOR ELEVATIONS

SCHEDULE FOR OPENINGSDOOR

NUMBERDOOR

LOUVERFIRE

RATINGFRAME HARDWARE

GROUP NOTESTYPE MATERIAL WIDTH HEIGHT TYPE MATERIAL HEAD JAMB SILL101A A ALUM 3' - 0" 7' - 0" - - W3 ALUM 1/A8.2 8/A8.2 & 4/A8.2 17/A8.2 GROUP 1 6, 8, 11103A A ALUM 3' - 0" 7' - 0" - - W1 ALUM 1/A8.2 8/A8.2 & 4/A8.2 17/A8.2 GROUP 1 8, 10, 13, 16103B A ALUM 3' - 0" 7' - 0" - - W5 ALUM 2/A8.5 SIM 2/A8.5 SIM - GROUP 1 8, 10, 13, 16104 C WOOD 3' - 0" 6' - 8" - - 1 HM 2/A8.5 2/A8.5 - GROUP 3 1, 2, 4, 7, 8, 9, 10105 C WOOD 3' - 0" 6' - 8" - - 1 HM 2/A8.5 2/A8.5 - GROUP 3 1, 2, 4, 7, 8, 9, 10106 E WOOD 2' - 0" 6' - 8" - - 1 HM 2/A8.5 2/A8.5 - GROUP 5 1, 2, 10111 D WOOD 3' - 0" 6' - 8" - - 1 HM 2/A8.5 2/A8.5 - GROUP 4 1, 2, 7, 10115 B HM 3' - 6" 7' - 0" - - 2 HM 9/A8.2 11/A8.2 10/A8.2 GROUP 2 2, 5, 8, 10

W3

W4

SCHEDULE FOR OPENINGS NOTES:1. LAMINATE DOORS. SEE FINISH SCHEDULE.2. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N.3. ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE.4. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY.5. COMPLETE DOOR, FRAME AND HARDWARE PACKAGE INCLUDING: VISION PANEL (WITH 18 GA. HOLLOW METAL FRAME), CONTINUOUS HINGE, HEAVY DUTY CLOSER, RAIN DRIP, DOOR BOTTOM/ SWEEP, WEATHERSTRIP, KICKPLATE

AND PANIC HARDWARE, ORDERED THRU LOCKNET SECURITY DOORS, PART #DU3670L52VED (1-800-887-4307).6. PROVIDE PUSH/ PULL PLATES. STOREFRONT DOOR PANIC HARDWARE SHALL BE : DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL.7. MOUNT KICKPLATE ON PUSH SIDE ONLY.8. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 15 LBS EXTERIOR.9. ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED (OR AS REQUIRED BY LOCAL JURISDICTION) - (1) MEN; (1) WOMEN10. FRAMES SHALL BE PAINTED. SEE FINISH SCHEDULE11. PROVIDE LATCH AND STRIKE PLATE HARDWARE BY DOOR MFR. TO BE COMPATIBLE WITH LOCKS.

W7

1/4" = 1'-0"

FRAME ELEVATIONS

ROOM FINISH SCHEUDLE NOTES:1. SEE INTERIOR ELEVATIONS FOR ADDITIONAL WALL FINISH INFORMATION.2. VERIFY ALL FINISHES WITH OWNER.

1/4" = 1'-0"

WINDOW AND FRAME ELEVATIONS DOOR, DOOR FRAME AND WINDOW NOTES:1. VERIFY ALL ACTUAL SIZES AND ROUGH OPENING SIZES WITH

MANUFACTURERS.2. WIDNOW DIMENSIONS GIVEN ARE NOMINAL. VERIFY ALL ACTUAL

SIZES AND ROUGH OPNEING SIZES AND DETAILS3. ALL EXTERIOR GLAZING SHALL BE LOW 'E' INSULATED GLAZING.4. ALL SIDELITES AND GLAZING LOCATED WITHIN 24" OF THE FINISH

FLOOR SHALL BE TEMPERED GLAZING.5. ALL FRAMES AT EXTERIOR APPLICATIONS SHALL BE THERMALLY

BROKEN.6. CAULK JUNCTION OF ALL FRAMES WITH ADJACENT MATERIALS.

TYPICAL AT INTERIOR AND EXTERIOR LOCATIONS.7. ENTIRE STOREFRONT SYSTEM AND WINDOW FRAMES SHALL BE

DARK BRONZE ANODIZED.

HARDWARE GROUPS:

GROUP 1ONE PAIR OFFSET PIVOTS PER DOORMANUFACTURER TOP AND BOTTOMLOCK: FALCON C953-7 OR C987-7 ASREQUIREDLOCK: FALCON 1690 CONCEAL VERT. PANICHARDWARECLOSER: I.D.C. 8051ACCESSIBLE ALUM. THRESHOLD BY DOORMANUFACTURERSWEEP (VISTA 231 STD) NGP 101VAPROVIDE A SIGN STATING "THIS DOOR TOREMAIN UNLOCKED DURING BUSINESS HOURS"

GROUP 2CONTINUOUS HINGELOCK: FULL LENGTH LATCH PROTECTORPANIC HARDWARECLOSERKICKPLATETHRESHOLDFLOOR STOP - ROCKWOOD 441 CUSTD. ADJUSTABLE DOOR SWEEP PER DOORMANUFACTURER

GROUP 31-1/2 PAIR McKINNEY #TA2731, 4-1/2"x4-1/2"BUTTLOCK: FALCON "T" SERIER - PRIVACY SETCLOSER: I.D.C. 8052KICKPLATE: STAINLESS STEEL 10" x .050 x 2"LESS THAN DOOR WIDTHHINGE STOP - ROCKWOOD 532.NPPUSH PLATE ROCKWOOD 70F - 8" x 16"PULL PLATE TRIMCO 1017-3D - 4" x 16"UNDERCUT 3/4"COAT HOOK - BOBRICKDOOR SIGN

GROUP 41-1/2 PAIR McKINNEY #TA2731, 4-1/2"x4-1/2" BUTTLOCK: FALCON #T511 DG WICKICKPLATE: STAINLESS STEEL 10" x .050 x2" LESS THAN DOOR WIDTHFLOOR STOP - ROCKWOOD 441 CUUNDERCUT 3/4"

GROUP 51-1/2 PAIR McKINNEY #TA2731, 4-1/2"x4-1/2" BUTTLOCK: FALCON #T351 CLOSET LOCKFLOOR STOP - ROCKWOOD 441 CUUNDERCUT 3/4"

W2W1

W5 W6

OPEN TOKITCHEN

15

P-5

3

WT-4

WT-4

(INSIDE) 9' -

4"

BO

TTO

M O

F C

EILI

NG

G5

L-014 SHALLOW WALLSURFACE BEHIND MB

U-054

9

14

15

SEEELEV. 5

J

U-054TYP.

13

7

6

WT-4

B-2 B-2

P-3TYP.

WC-2

10

2

TYP.

TM-1

WT-4 P-5

D-534

S-513

S-284

S-375

S-544

S-443S-444

S-1

4 TYP.

7

6 12

11

TM-2

19

3

15

6

8TYP.

B-2

10

TM-1 2

TYP.

P-2TYP.

1

20

S-1

4

S-1

4

WC-1

10

WC-1

P-2

2' - 0" 1" 2' - 0"

2' -

0"

1"2'

- 0

"4'

- 0

"

G16 G14

G13G17

8TYP.

B-2

3' -

1 1

/2"

B-2

2

P-2

10

WC-1

TM-1

8TYP.

S-1

4

B-2

3' -

1 1

/2"

WT-4

B-2

P-2

2

WC-1

10

TM-1

5

B-2

P-2

DL-1P-2

2

WC-1

10

P-2

DL-1

P-2

DL-1

5

TM-1

B-2

P-5

3

P-5

WT-4

B-2

NOTE: STOP THE TILEAND CORNER GUARD1/4" BELOW THE LEVELFACE OF ADJACENTCEILING

GYP. BD.

TILE BEDDING

WALL TILE

VERTICAL GROUT LINE

GYP. BD.

FRP FINISH

SS CORNERGUARD

BEND EDGE TO DEPTHOF TILE & BEDDING SOFLUSH W/ TILE SURFACE.

S.S. CORNERGUARD

FACE OF SERVICECOUNTER

SERVICE COUNTERSUPPORT LEG

WALL TILE TOCORNER UNDERCRONER TRIM

BASE TILE

TRIM @ BASE TILE

S.S. CORNERGUARD

SERVICECOUNTER TOP

SERVICECOUNTER DIE

WALL TILE TOCORNER UNDERCRONER TRIM

NOTCH S.S. TRIMAS NEEDED

TRIM @ COUNTER TOP

G12 G19 G18 G15

4' -

0"

2' -

0"

1' - 0" 2' - 0" EQ 2' - 0" EQ 2' - 0" EQ 2' - 0" 1' - 0"

3' -

1 1

/2"

P-2

20 20 20 20

TM-1

WC-1

2

10

B-2

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

51:4

1 PM

C:\R

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4-05

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Tac

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NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A4.1Author

14-054

1. FOR ARTWORK DESCRIPTION, REFER TO ARTWORKSCHEDULE ON SHEET A2.3.

2. CHAIR RAIL. REFER TO DETAIL 15/A8.4.3. MENUBOARD BULKHEAD.4. WINDOW SILL.5. H.C. SIGNAGE.6. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND

BUILT-IN COUNTERS / EQUIPMENT ABUT WALL SURFACES.WHERE GAP BETWEEN WALL AND COUNTER SPLASH /EQUIPMENT EXCEEDS 1/4", PROVIDE S.S. CLOSUREANGLE.

7. 6" X 6" 18 GAUGE STAINLESS STEEL CHASE.8. DROP PENDANT LIGHT FIXTURE.9. "PLEASE ASK IF YOU NEED ASSISTANCE" SIGN.

SMALLWARE PACKAGE.10. REFER TO 10, 13 & 14/A8.4 FOR WAINSCOT INSTALLATION.11. START CHAIR RAIL.12. OMIT CHAIR RAIL BEHIND DRINK STATION13. OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE

3/A8.5.14. SECURITY SYSTEM KEYPAD.15. SS CORNER/ END WALL CHANNEL GUARD, FULL HEIGHT.

SEE 11/A8.4 & 5/A4.116. NOT USED.17. NOT USED.18. TEMPERATURE SENSOR. SEE MECHANICAL DRAWINGS.19. BOTTOM OF BEVERAGE AND ICE DISPENSING LEVERS

SHALL BE NO HIGHER THAN 42" A.F.F.20. 24"X24" ART PANELS.

1

3/8" = 1'-0"A4.1

1 101 DINING 3/8" = 1'-0"A4.1

2 101 DINING

3/8" = 1'-0"A4.1

3 101 DINING 3/8" = 1'-0"A4.1

4 101 DINING

3/8" = 1'-0"A4.1

7 103 VESTIBULE 3/8" = 1'-0"A4.1

8 103 VESTIBULE 3/8" = 1'-0"A4.1

5 107 SERVING

MARK DATE

KEY NOTES

3/8" = 1'-0"A4.1

6 103 VESTIBULE

P-6

FIELDTILE

TILEBASE

WT-2

B-410

WT-5

B-2

B-241

B-265

P-6

FIELDTILE

TILEBASE

WT-2

WT-5

B-2

8' -

6"

(BOTH SIDES)WT-2

WT-5

P-6

FIELDTILE

TILEBASE

B-265

B-241

5 C

OUR

SES

(TYP

.)

DL-1B-2

B-292

WT-2

FIELDTILE

TILEBASE

WT-5

B-410

B-275

P-6

B-2

B-292

B-265

WT-5

P-6

FIELDTILE

TILEBASE

WT-2B-2

B-241

B-265

B-292

B-275

WT-2

FIELDTILE

TILEBASE

WT-5

P-6

B-2

P-6

WT-5

WT-2

FIELDTILE

TILEBASE

B-275

B-2

P-6

WT-5

DL-1(BOTH SIDES) WT-2

FIELDTILE

TILEBASE

5 C

OUR

SES

(TYP

.)B-2

A4.1 7

8A4.2 7

6

5

8

A4.2 11

10

9

12B-265

B-241

B-410

B-241

B-265

B-292

B-275A8.4

5

MEN105

WOMEN104

15

16

17

15

17

16

6

B-292

B-275

B-275 B-410

VESTIBULE103

A4.2 15

14

13

16

F-211

7 F-021

F-080

F-014

F-090F-050 F-040 U-054F-060

U-052

F-174

6

F-131

F-030

3

F-102

OFFICE113

11

FRP

6

12

5

F-174

U-052

F-2703

F-022

B-1

FRP

F-050

11

F-131

U-054

U-054

F-080F-060

F-014

12 7 4

F-102

B-1

FRP

DL-3(BOTH SIDES)

F-211

2

11

1

12

13

B-1

FRP

8 8 8

9 10

B-1

39" - 41"

MAX12" 42"

17"-1

9"

33" -

36"

MIN

18"

41"

GRAB BARS - SIDE VIEW GRAB BARS - FRONT VIEW

6" 12"

36"

7"-9"

28" FLUSH VALVE

HANDLE ON WIDESIDE OF WC 29

" MI

N

34"

MAX

40"

MAX

18" x 36"MIRROR

PIPEPROTECTION

WALL HUNG LAVATORY

MIN9"

ACCESSIBLEHAND DRYER

MAX

44"

PAPERTOWELDISPENSER

PAPER TOWELDISPENSERAND DISPOSAL

MAX

44"

MAX

44"

SOAPDISPENSER

MAX

40"

BABY CHANGESTATION

MAX

54"

FIREEXTINGUISHERCABINET

40"

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

51:4

5 PM

C:\R

evit

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JEFFANN, LLC

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08.20.2014

A4.2Author

14-054

3/8" = 1'-0"A4.2

7 104 WOMEN 3/8" = 1'-0"A4.2

6 104 WOMEN 3/8" = 1'-0"A4.2

5 104 WOMEN 3/8" = 1'-0"A4.2

8 104 WOMEN

3/8" = 1'-0"A4.2

11 105 MEN 3/8" = 1'-0"A4.2

10 105 MEN 3/8" = 1'-0"A4.2

9 105 MEN 3/8" = 1'-0"A4.2

12 105 MEN 3/8" = 1'-0"A4.2

B ENLARGED RESTROOMS

3/8" = 1'-0"A4.2

C ENLARGED OFFICE 3/8" = 1'-0"A4.2

15 113 OFFICE 3/8" = 1'-0"A4.2

14 113 OFFICE 3/8" = 1'-0"A4.2

13 113 OFFICE 3/8" = 1'-0"A4.2

16 113 OFFICE

A. VERIFY LOCATION OF ALL MECHANICAL, ELECTRICALAND PLUMBING ITEMS WITH DESIGN BUILD CONTRACTOR.

B. PROVIDE PROPER 2x BLOCKING AT WALL RECESSEDMOUNTED ACCESSORIES.

C. GRAB BARS, FASTENERS AND MOUNTING DEVICESSHALL BE INSTALLED PER ADA REQUIREMENTS.

D. REFER TO SHEET A2.2 FOR MOUNTING HEIGHTS ANDCLEARANCES OF ACCESSORIES AND FIXTURES.

E. ALL DIMENSIONS THIS DRAWING ARE TO FINISHSURFACE.

F. FOR ARTWORK DESCRIPTIONS, REFER TO ARTWORKSCHEDULE ON SHEET A2.3.

G. PROVIDE 1/4" MAX GAP AT ALL TOILET PARTITIONJOINTS.

1. THERMOSTATS2. LIGHTING CONTROL RELAY SWITCHES.3. TELEPHONE TERMINAL BOARD4. HOLD UP BUTTON5. 12" X 12" PHONE DISTRIBUTION BOX: OWNER PROVIDED &

INSTALLED.6. WIRING CABINET BY POS PROVIDER.7. UNDER COUNTER KEYBOARD TRAY.8. ELECTRIC PANELS.9. LIGHTING CONTROL RELAYS (CONTRACTORS).10. EXTERIOR LIGHTING CONTROL PANEL.11. SHELF BY G.C.- FINISH WITH PLASTIC LAMINATE DL-3.12. COUNTER BY G.C. - FINISH WITH PLASTIC LAMINATE DL-3.13. SMOKE DETECTOR WITH RESET SWITCH.14. VERIFY ALL FINISHES AND ACCESSORIES IN TENANT

TOILET ROOM WITH OWNER AND TENANT.15. 30"x48" CLEAR FLOOR SPACE16. 60"x56" CLEAR FLOOR SPACE17. 5'-0" TRUNING DIAMETER

MARK DATE

1KEY NOTES

GENERAL NOTES 1/4" = 1'-0"

STANDARD MOUNTING HEIGHTS

7' -

0"8'

- 1

0"

S-482 S-274

S-570

U-250

U-100

S-285

U-009

S-639

R-034

S-456

20

B-405

FRP 2118

S-513

1

S-254

S-547

B-1

U-238

U-239

S-349

F-160

U-121

U-152

U-100

U-061

8' -

10

"

OPEN

U-070

5

19

FRP

4

B-1

1 21 FRP

S-513

S-285

U-100

S-274

S-482

S-570

4

U-238

U-239

S-349

U-100

4

19

S-20424 22

3 6

U-250

23

B-1

B-290

B-251

B-241

B-400

B-405 N-150

FRP

K-380

R-037 C-016 C-107

E-275

8

K-132

P-541

P-541

P-541

7

10

N-053

K-518

P-417

C-400

E-272

E-276

2 12

B-1

FRP K-210P-315

P-452

P-452

P-673

N-698N-130

P-550

N-150

B-290

B-405

B-405

N-053

B-241

B-251

B-1

13

7S-580

FRP

K-602W-075

S-550

S-286

S-540

S-600

S-600

K-602

B-1

K-221

N-043

B-290

K-210

N-150

B-405

25

FRP

B-1

S-580

B-599

N-043

FRP

S-381

9

N-208

L-150

B-1

K-221

FRP

K-699 K-699 K-602

B-1B-405

U-152

K-490

F-160

27

U-100U-100

U-070U-070

U-061

F-160

K-708

U-152

S-482

OPEN

S-546

S-544

S-5442' - 11 23/32"

FRP

28

26

B-1

C-250C-250

S-065

C-201

S-489

U-250

S-453

U-238

U-242

U-250

U-239

U-238

S-024

P-332

C-201

S-489

U-250

S-065

C-250

U-238

U-242

C-250

U-239

U-238

U-250

S-453

S-023

P-332

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:0

6 PM

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JEFFANN, LLC

JO

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NSIN

08.20.2014

A4.3Author

14-054

1. STAINLESS STEEL CHASE FOR SYRUP LINES & ICEMACHINE REFRIGERANT LINES. SEE DETAIL 9/A8.5

2. ANSUL CABINET.3. DRIVE-THRU TIMER DISPLAY UNIT.4. SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT.

SEE DETAIL 11/A8.4.5. HOLD-UP BUTTON.6. SS CORNER GUARDS AT PERIMETER OF D/T WINDOW.7. SPLASHGUARD. SEE DETAIL 9/A8.4.8. SS PANEL BEHIND HOOD.9. ANSUL PULL STATION.10. J-BOX AND OUTLET INCLUDED WITH HOOD. INSET WITH

FLUSH WITH FACE OF HOOD.11. NOT USED.12. GAS SHUT-OFF VALVE.13. FILTER FOR HOT WATER SYSTEM.14. WATER HEATER FLUE.15. OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE

DETAIL 3/A8.5.16. NOT USED17. 6" HIGH WATER HEATER PLATFORM.18. ALERT LIGHT BOX FOR 3-COMP POWER SOAK.19. CEILING MOUNT MONITOR BRACKET. SEE DETAIL

2/A8.4.20. ADJACENT TABLE TOPS TO BE INSTALLED AT SAME

LEVEL. ADJUST IN THE FIELD AS REQUIRED.21. RAISE INDICATED SECTION OF CEILING TO 8'-10". SEE

REFLECTED CEILING PLAN SHEET A8.1.22. DT TIMER SIGNAL PROCESSOR.23. DT TIMER MONITOR AND CONTROL UNIT.24. DT TIMER ETNERNET SWITCH.25. CUT WALL-HANGING TRACK TO ALLOW SPACE FOR

CLICK&CLEAN SYSTEM26. FAN MOTOR STARTERS, SURFACE MOUNTED. TYP. OF 227. HOLD-UP BUTTON28. TEMPERATURE SENSOR.

3/8" = 1'-0"A4.3

4 108 DRIVE-THRU 3/8" = 1'-0"A4.3

3 108 DRIVE-THRU 3/8" = 1'-0"A4.3

2 108 DRIVE-THRU 3/8" = 1'-0"A4.3

1 111 TB COOK

3/8" = 1'-0"A4.3

5 112 KITCHEN 3/8" = 1'-0"A4.3

6 116 DRY STORAGE 3/8" = 1'-0"A4.3

7 114 WARE-WASHING 3/8" = 1'-0"A4.3

8 115 UTILITY

3/8" = 1'-0"A4.3

9 112 KITCHEN

MARK DATE

1KEY NOTES

A. VERIFY LOCATION OF ALL MECHANICAL, ELECTRICALAND PLUMBING ITEMS WITH DESIGN BUILDCONTRACTOR.

GENERAL NOTES

3/8" = 1'-0"A4.3

10 107 SERVING 3/8" = 1'-0"A4.3

11 111 TB COOK

A4.3

12 GTO AXO 1A4.3

13 GTO AXO 2

MISCELLANEOUSA. SEE SHT A3.2 FOR WINDOW ELEVATIONS.B. "HIGH IMPACT" MESH SHALL BE USED WHERE NOTEDC. THE PAINT COLORS SHOWN ARE COLOR REFERENCES

FOR THE E.I.F.S. SUPPLIER.D. E.I.F.S. TEXTURE SHALL BE 'FINE'.

SEALERS (REFER TO SPECS):A. SEALANT AT ALL WALL AND ROOF PENETRATIONS.B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD

AND JAMB. DO NOT SEAL SILL AT WINDOWS.C. APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING

AND CANOPY/TRELLIS.

CRITICAL DIMENSIONS:A. REQUIRED CLEAR OPENING WIDTH TO ENSURE

COORDINATION WITH STANDARD SIGNAGE / BUILDINGELEMENTS DIMENSIONS.

T.O. SLAB0"

B.O. VALANCE9' - 0"

T.O. PARAPET 220' - 9"

T.O. TOWER22' - 1"

T.O. SLAT WALL21' - 0"

2

A7.2

EQ EQ

16

1' -

0"

2' -

9 1

/2"

D

C

1

A6.1

T.O. VALANCE11' - 7 1/2"

1

3

13

17

12

12

4

5

6

15

18

19

1

7SIM

14' -

10

"

CL

CL

T.O. SLAB0"

T.O. PARAPET18' - 10"

B.O. VALANCE9' - 0"

T.O. TOWER22' - 1"

EQ EQ EQ EQ

DC

3' -

0"

5' -

0"

1' -

0"

C

B

13' -

10

1/4

"1'

- 0

"

12' - 9" 4' - 7"

B

C

EQ EQ

2

A6.1

3

A6.1

4

A6.1

T.O. VALANCE11' - 7 1/2"

EIFS BAND ELEV - HIGH17' - 5"

THICK EIFS TRANSITION9' - 0"

15

16

1

18

22

1212

101010

19

164

6

6

6

7

7SIM

TYP9

TYP9

14

11 11 11

DD

A

C

C

2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 4 1/2" 2' - 7" 2' - 5"

1414

CL

CL

14' -

1"

4

6

A

6

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:0

9 PM

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JEFFANN, LLC

JO

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NSIN

08.20.2014

A5.1Author

14-054

A. BASE THICKNESS - 1" THICK E.I.F.S.B. BASE THICKNESS - 2" THICK E.I.F.S.C. BASE THICKNESS - 1" THICK E.I.F.S. WITH HIGH IMPACT

MESH (ONLY WHERE NOTED). SEE DETAIL 2/A8.3.D. BASE THICKNESS - 2" THICK E.I.F.S. WITH HIGH IMPACT

MESH (ONLY WHERE NOTED). SEE DETAIL 2/A8.3.

A

MARK DATE

1/4" = 1'-0"A5.1

1 WEST ELEVATION

1/4" = 1'-0"A5.1

2 NORTH ELEVATION

1KEY NOTES

GENERAL NOTES

1 ARCHITECTURAL ALUMINUM VALANCE BY VENDOR(V-364)

2 LIGHT SCONCE. ALIGN BOTTOM OF FIXTURES MOUNTINGBRACKET WITH CHANGE IN EIFS THICKNESS (CENTER OFBRACKET AT 9'-2").

3 2" EIFS TO TERMINATE AT TOP OF WINDOW HEIGHT.PROVIDE 1" EIFS ABOVE THAT POINT. SLOPE TRANSITIONAWAY FROM BUILDING AT 1:12.

4 EIFS (COLOR-1) SHERWIN WILLIAMS - SW 6122 "CAMELBACK"

5 EIFS (COLOR-2) SHERWIN WILLIAMS - SW 6831"CLEMATIS"

6 EIFS (COLOR-3) SHERWIN WILLIAMS - SW 2823"ROOKWOOD CLAY"

7 PARAPET COPING SEE DETAIL 2/A8.1. COLOR - MEDIUMBRONZE.

8 CO2 FILLER VALVE AND COVER SEE DETAIL 5/A8.39 EIFS REVEAL JOINT.10 SCUPPER, COLLECTOR, AND VERTICAL DOWNSPOUT 6"

MIN. PAINT TO MATCH ADJACENT WALL.11 OVERFLOW SCUPPER.12 BREAK METAL COVER OVER WOOD STUDS TO MATCH

STOREFRONT.13 ALUMINUM SLAT WALL BY VENDOR. COLOR - SHERWIN

WILLIAMS - SW 7034 "STATUS BRONZE" (V-364)14 PIPE BOLLARD.15 STONE WALL. BORAL- VERSA STONE, TIGHT CUT "PLUM

CREEK"16 TACO BELL "BELL" SIGN 4'-10 1/2" W x 4'-6 1/4" H

(V-322)17 TACO BELL BUILDING ACCENT (V-348)18 TACO BELL LETTERS 12" HIGH, WHITE, FLAT FACED

(V-349)19 TACO BELL DRIVE THRU CANOPY (V-350). CENTER

OVER DRIVE THRU WINDOW.20 ROOF LADDER

EIFS THICKNESS

T.O. SLAB0"


T.O. LOW TOWER19' - 5"

B.O. VALANCE9' - 0"


T.O. TOWER22' - 1"

A

B

C

1

A6.1

T.O. VALANCE11' - 7 1/2"


19

6

4

6

6

7

4

TYP9

TYP14

CC

6 4' - 0" 3' - 0" 12' - 9"

13' -

10

1/4

"1'

- 0

"

CL

14' -

1"

CL

B

18

16

7SIM.

20

T.O. SLAB0"


T.O. LOW TOWER19' - 5"


T.O. TOWER22' - 1"T.O. SLAT WALL21' - 0"

2

A6.1

3

A6.1

4

A6.1



7

7SIM

1

3

13

5

15

4

D

12

EQ EQCL

8

5' -

10

"

C

B

4

6

6 6D

A

C

18

16

C

6

C

7

6

C

B

4

TYP9

TYP9

6

1' -

4 1/

2"

1' -

0"

11' -

8 1

/2"

12' - 9"

1' - 2 1/2"5"

4' - 1 3/4"

CL

CL

2

2' - 8"2' - 8"2' - 8"

6

A

MISCELLANEOUSA. SEE SHT A3.2 FOR WINDOW ELEVATIONS.B. "HIGH IMPACT" MESH SHALL BE USED WHERE NOTEDC. THE PAINT COLORS SHOWN ARE COLOR REFERENCES

FOR THE E.I.F.S. SUPPLIER.D. E.I.F.S. TEXTURE SHALL BE 'FINE'.

SEALERS (REFER TO SPECS):A. SEALANT AT ALL WALL AND ROOF PENETRATIONS.B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD

AND JAMB. DO NOT SEAL SILL AT WINDOWS.C. APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING

AND CANOPY/TRELLIS.

CRITICAL DIMENSIONS:A. REQUIRED CLEAR OPENING WIDTH TO ENSURE

COORDINATION WITH STANDARD SIGNAGE / BUILDINGELEMENTS DIMENSIONS.

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:1

2 PM

C:\R

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4-05

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TACO

BELL R

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JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A5.2Author

14-054

MARK DATE

1/4" = 1'-0"A5.2

1 EAST ELEVATION

1/4" = 1'-0"A5.2

2 SOUTH ELEVATION

1KEY NOTES

GENERAL NOTES

1 ARCHITECTURAL ALUMINUM VALANCE BY VENDOR(V-364)

2 LIGHT SCONCE. ALIGN BOTTOM OF FIXTURES MOUNTINGBRACKET WITH CHANGE IN EIFS THICKNESS (CENTER OFBRACKET AT 9'-2").

3 2" EIFS TO TERMINATE AT TOP OF WINDOW HEIGHT.PROVIDE 1" EIFS ABOVE THAT POINT. SLOPE TRANSITIONAWAY FROM BUILDING AT 1:12.

4 EIFS (COLOR-1) SHERWIN WILLIAMS - SW 6122 "CAMELBACK"

5 EIFS (COLOR-2) SHERWIN WILLIAMS - SW 6831"CLEMATIS"

6 EIFS (COLOR-3) SHERWIN WILLIAMS - SW 2823"ROOKWOOD CLAY"

7 PARAPET COPING SEE DETAIL 2/A8.1. COLOR - MEDIUMBRONZE.

8 CO2 FILLER VALVE AND COVER SEE DETAIL 5/A8.39 EIFS REVEAL JOINT.10 SCUPPER, COLLECTOR, AND VERTICAL DOWNSPOUT 6"

MIN. PAINT TO MATCH ADJACENT WALL.11 OVERFLOW SCUPPER.12 BREAK METAL COVER OVER WOOD STUDS TO MATCH

STOREFRONT.13 ALUMINUM SLAT WALL BY VENDOR. COLOR - SHERWIN

WILLIAMS - SW 7034 "STATUS BRONZE" (V-364)14 PIPE BOLLARD.15 STONE WALL. BORAL- VERSA STONE, TIGHT CUT "PLUM

CREEK"16 TACO BELL "BELL" SIGN 4'-10 1/2" W x 4'-6 1/4" H

(V-322)17 TACO BELL BUILDING ACCENT (V-348)18 TACO BELL LETTERS 12" HIGH, WHITE, FLAT FACED

(V-349)19 TACO BELL DRIVE THRU CANOPY (V-350). CENTER

OVER DRIVE THRU WINDOW.20 ROOF LADDER

A. BASE THICKNESS - 1" THICK E.I.F.S.B. BASE THICKNESS - 2" THICK E.I.F.S.C. BASE THICKNESS - 1" THICK E.I.F.S. WITH HIGH IMPACT

MESH (ONLY WHERE NOTED). SEE DETAIL 2/A8.3.D. BASE THICKNESS - 2" THICK E.I.F.S. WITH HIGH IMPACT

MESH (ONLY WHERE NOTED). SEE DETAIL 2/A8.3.

AEIFS THICKNESS

T.O. SLAB0"




TRUSS BRG.10' - 8"

2

A6.1

A7.1

1

A7.1

2

3

A6.1

4

A6.1

DINING101

CUSTOMER102

SERVING107

KITCHEN112

COOLER117

TYPICAL ROOF SYSTEM:• DURO-LAST SINGLE PLY ROOFING MEMBRANE• 5" CONTINUOUS RIGID INSULATION (R-25.0 MIN)• 5/8" EXTERIOR GRADE PLYWOOD• ENGINEERED ROOF TRUSSES (SEE STRUCT)

TYPICAL FLOOR SYSTEM:• 4" CONC. SLAB• 6 MIL VAPOR BARRIER• 6" COMP. GRANULAR FILL

TYPICAL ROOF SYSTEM AT COOLER/FREEZER:• DURO-LAST SINGLE PLY ROOFING MEMBRANE• 5" CONTINUOUS RIGID INSULATION (R-25.0 MIN)

• 5/8" EXTERIOR GRADE PLYWOOD• 2x JOIST (SEE STRUCTURAL)

T.O. SLAB0"

B.O. VALANCE9' - 0"


T.O. TOWER22' - 1"


2

A7.2

1

A6.1

TRUSS BRG.10' - 8"

A7.1

3

A7.1

4

DINING101

TYPICAL ROOF SYSTEM

TYPICAL FLOOR SYSTEM

1/2" / 12"

T.O. SLAB0"


B.O. VALANCE9' - 0"

1

A6.1

TRUSS BRG.10' - 8"

A7.2

3

A7.2

4

VESTIBULE103

SERVING107

DRIVE- THRU108

1/2" / 12"

TYPICAL ROOF SYSTEM


T.O. SLAB0"


1

A6.1

TRUSS BRG.10' - 8"

A7.2

1

FREEZER118

COOLER117

A7.2

1SIM.

TYPICAL ROOF SYSTEM AT COOLER/FREEZER


DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:2

6 PM

C:\R

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TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A6.1Author

14-054

MARK DATE

1/4" = 1'-0"A6.1

1 BUILDING SECTION

1/4" = 1'-0"A6.1



4 BUILDING SECTION

T.O. SLAB0"

B.O. VALANCE9' - 0"


B.O. WINDOW1' - 6"


TRUSS BRG.10' - 8"

FRONT SCREEN WALL

(2) 2x6 CONT. TOPPLATES

BLOCKING

LED LIGHT SEEELECTRICAL PLANS

SIGN WHERE OCCURS.SEE ELEVATIONS

SLAT WALL BYVENDOR



BLOCKING

BLOCKING

DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD

TYPICAL ROOF SYSTEM

A8.2

2

A8.2

1

T.O. VALANCE11' - 7 1/2"

A8.1

2

A

A

TREATED BOTTOM PLATE,TYP. SEE STRUCTURAL FORANCHOR BOLT REQUIREMENTS

CONC. FOUNDATION,SEE STRUCTURAL

2" RIGID INSULATION


1" RIGID INSULATION


A8.3

4

T.O. SLAB0"


TRUSS BRG.10' - 8"

ROOF SLOPE1/2: 12 SLOPE

BLOCKING AT REARREFRIGERATION

8 X 8 INTAKE AND EXHAUSTAIR TRANSFER GRILLS OVERCOOLER WITH A MINIMUM OF4'-0" BETWEEN EACH GRILL.COORDINATE WITHDESIGN/BUILD MECH.CONTRACTOR.



A

B

D8'

- 0

"

A8.1

2

(2) 2x6 CONT. TOP PLATES

BLOCKING

TYPICAL ROOF SYSTEMAT COOLER/FREEZER




2" RIGID INSULATION


1" RIGID INSULATION

A8.3

4


T.O. SLAB0"

T.O. TOWER22' - 1"

TRUSS BRG.10' - 8"

TYPICAL ROOF SYSTEM

DURO-LAST ROOFINGMEMBRANE OVER1/2" EXTERIORGRADE PLYWD

A8.1

2

C2 D1



2" RIGID INSULATION

BLOCKING



1" RIGID INSULATION

T.O. SLAB0"

B.O. VALANCE9' - 0"



TRUSS BRG.10' - 8"

SLAT WALL BY VENDOR

SIGN WHERE OCCURS.SEE ELEVATIONS

LED LIGHTSEE ELECTRICAL PLANS



A8.1

2

A8.3

4

T.O. VALANCE11' - 7 1/2"

B

BLOCKING


TYPICAL ROOF SYSTEM


2" RIGID INSULATION



1" RIGID INSULATION

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

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.com

8/20

/201

4 2:

52:2

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C:\R

evit

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4-05

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TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A7.1Author

14-054

MARK DATE

3/4" = 1'-0"A7.1

1 WALL SECTION 3/4" = 1'-0"A7.1

2 WALL SECTION 3/4" = 1'-0"A7.1

3 WALL SECTION 3/4" = 1'-0"A7.1

4 WALL SECTION

T.O. SLAB0"


B.O. VALANCE9' - 0"

T.O. DT WINDOW8' - 0"

TRUSS BRG.10' - 8"

A8.2

6

A8.2

5

A8.1

20

A8.1

2

HANGER ROD


A

B

(2) 2x6 CONT. TOPPLATES

BLOCKING


TYPICAL ROOF SYSTEM



2" RIGID INSULATION



1" RIGID INSULATION

A8.3

4

T.O. SLAB0"


TRUSS BRG.10' - 8"

TYPICAL ROOF SYSTEM



FIBROUS EXPANSION JOINTMATERIAL, TYP.

4" CONC. SLAB OVER 6 MILPOLY VAPOR BARRIER OVER6" COMP. GRANULAR FILL


A8.1

2

BLOCKING


2" RIGID INSULATION

A8.3

4

A

B


T.O. SLAB0"


B.O. VALANCE9' - 0"

TRUSS BRG.10' - 8"

A8.1

2

A8.3

4



A

B

BLOCKING


TYPICAL ROOF SYSTEMAT COOLER/FREEZER



2" RIGID INSULATION



1" RIGID INSULATION


T.O. SLAB0"

T.O. TOWER22' - 1"

MTL. HINGEDLOUVER- SEE ARCH.DET. 8/A8.1

A8.1

2SLOPE MIN1/2" / FOOT

TRUSS BRG.10' - 8"

SIM

A8.5

4

D1C1



2" RIGID INSULATION

4" CONC. SLAB OVER 6 MILPOLY VAPOR BARRIER OVER6" COMP. GRANULAR FILL

FIBROUS EXPANSION JOINTMATERIAL, TYP.

BLOCKING


TYPICAL ROOF SYSTEM


DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:3

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C:\R

evit

Loca

ls\1

4-05

4 Jo

hnso

n C

reek

Tac

o Be

ll - e

ss.rv

t

NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A7.2Author

14-054

MARK DATE

3/4" = 1'-0"A7.2

3 WALL SECTION 3/4" = 1'-0"A7.2

4 WALL SECTION 3/4" = 1'-0"A7.2

1 WALL SECTION 3/4" = 1'-0"A7.2

2 FRONT TOWER SECTION

1 PROVIDE A WOOD NAILER TO MATCH THE THICKNESS OF THEWALL FINISH. APRROX. 1" THICK IS TYPICAL BUT MAY VARY. TOPOF WOOD NAILER SHALL BE FLUSH WITH TOP OF WALL FINISH.THE WOOD NAILER SHALL EXTEND AT LEAST 1/2" INCH BEYONDTHE LOWER HORIZONTAL EDGE OF THE PARAPET COPING TOALLOW FOR PROPER FASTENING.

FASTENERS USED TO ATTACH THE COPING TO WOOD NAILERS,MUST BE SPACED NO GREATER THAN 18 - INCHES ON-CENTER.

ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10-FOOTLENGTHS OF COPING. PROVIDE A COPING JOINT COVERSBETWEEN ENDS OF COPING PIECES AND AT CORNERS. JOINTCOVERS SHOULD BE MADE FROM THE SAME MATERIAL AS THECOPING AND SHOULD LAP THE JOINTS A MINIMUM OF 6" ONEITHER SIDE. JOINT COVERS SHALL BE FASTENED THE SAMEWAY AS THE COPING.

FIBER CANT STRIP SLOPED 1/4:12 TOWARDS ROOF..

ROOF MEMBRANE

FACTORY PAINTED 24 GAUGE METAL COPING WITH 6" DROPFRONT, BACK AND ENDS (WHERE SHOWN).

WALL FINISH: TYPICALLY 1" THK EIFS OR 7/8" THK STUCCO

DOUBLE 2X TOP PLATE

PLYWOOD SUBSTRATE.

2

3

4

5

6

7

8

9

NOTES

CONTACT LEE COBB WITHDURO-LAST AT 800-434-3876FOR ROOF MEMBRANEQUESTIONS.

1 6"

2

6 3

5

4

7

9

8

9

8"

FIE

LD

VER

IFY

12" TYP2-1/2" ALUMINUM

CHANNELSIDERAIL (6005-

T5)

2-1/4" SERRATEDALUMINUM TREND

(6005-T5)

1/8" MOLDEDPOLYURETHANESAFETY CAPS

4'-0"TYP.

6"

ROOFDECK

AS REQ'D

16"

7-1/4"

17-7/8"

PLAN BRACKET DETAIL

4-1/2"8-1/2"

3"1/4"

Ø9/16"

1/2" PLYWOOD SHEATHING

2x WOOD FRAMING

DURO-LASTTERMINATION BAR

GALV. MTL. DRIPFLASHING

24"H X 24"W GALV. MTL.HINGED LOUVER-PRIMED

& PAINTED IN FIELDRUSKIN MFR. OR EQUAL

1/2" PLYWOOD SHEATHING

2x WOOD FRAMINGDURO-LAST

TERMINATION BAR

TYPICAL VENT PIPE

S.S. BAND POSITIONED1/4" FROM TOP OFSTACK FLASHING

DURO-LAST PRE-FABRICATED VENTSTACK FLASHING

DURO-LAST ROOFINGMATERIAL OVERRIGID INSULATION

2x SOLID BLOCKINGSTACKED W/ DRILLEDHOLE FOR PIPEPENETRATION

SEALANT @PENETRATION

SCHEDULE ROOFDECK AND ROOFOPENING SUPPORT

8"

MIN

.

SLOPE

SLOPE

4" MIN.

COUNTER FLASH @EXTERIOR FACE

NOTE: JOINTS ARE TO OCCUR AT 10'-0" MAX.

24" GA. G.I. COVERPLATE SET INTO SEALANTBEAD APPLIED ALONGBOTH SIDE OF JOINT -SECURE USING SCREWTHRU STEEL/NEOPRENEWASHER CENTERED OVER1/4" GAP BETWEENADJACENT SECTIONS OFNEW COPING.

SCREW THRU NEOPRENEWASHER @ 30" O.C. @INSIDE FACE ONLY

SECURE OUTSIDE FACEOF METAL SECTIONSUSING TWO NAILS THRUSLOTTED HOLESUNDER COVER PLATE

24 GA. G.I. CAPFLASHING

MEMBRANEROOFFLASHING BOOT

ROOFINGMEMBRANE

RIGID INSUL BD.

FASTEN PVCTUBE TO TRUSSBELOW ROOFDECK WITHGALV. STEEL U-CLAMP

WOOD TRUSSCHORD (TYP)

WOOD TRUSSWEB (TYP)

6" DIA. WHITE 40SCHEDULE PV PIPE. 2-90DEGREE PLUS VERTICALTHRU ROOF

EXT. CLOSED CELLINSULATION FOAM TOSEAL PIPE

UTILITY LINES FORROOF TOPEQUIPMENT

ROOF PLYWOOD

EXTEND PVC PIPE AMIN. OF 24" BELOWPLYWD. ROOFDECK

DURO-LAST SINGLE PLYROOF MEMBRANE

BUILT-UP RIGID INSULCRICKET OVERROOFING RIGIDINSULATION OVER 2xFRAMING

SLOPE PERROOF PLAN

PLYWOODROOFDIAPHRAGM

E.I.F.S.

BOLTS (SEESCOPE OFWORK)

CANOPY (SEESCOPE OFWORK)

PIPE/SLEEVE(SEE SCOPEOF WORK)

SIMPSON A34FRAMINGANCHOR (TOTALOF 4)

3 - 2x10BLOCKING

(2) - 2x6 STUDSEACH SIDE OFBLOCKING W/ 2- 12dNAILS INTO EACH OFTHE 2x10 BLOCKINGMEMBERS

NOTE: THIS DTL ISSIMILAR TO THESTRUC. DTLS. ANGLEBRACE MUST BEACCESSIBLE TO ATTICSPACE

5/8" CDX PLYWOOD

CAP SHEET OVER TOPOF SLEEPER EXTENDDOWN SIDES BY 2"

ROOFING MATERIAL

(2)2x12, RIP FOR LEVELPLATFORM

BASE FLASHING

MIN. 24 GA. G.I. CAPFLASHING SECURE W/SCREW THRUSTEEL/EPDM WASHER ASNEEDED FOR PROPERSECURMENT (4 SIDES)

2x6 @ 16" O.C.

SCHEDULE ROOF DECK andROOF OPENING SUPPORT

NOTE:SET SUPPORTS ON SOLID NON-RIBBED NEOPRENE, AND SECURE LAGBOLTS THROUGH STEEL/NEOPRENEWASHER

8" M

IN.

HVAC UNIT

UNIT COUNTERFLASHING W/NEOPRENE PERIMETER GASKET

1" HEAD NAILS AT 6" O.C.

KNOCK-DOWN FLAT METALCURB - SEE SCOPE OF WORK

5/8" PLYWOOD SECURED TOCURBCURB FLASHING

TAPERED SLEEP TO LEVEL CURB

ROOFING MATERIAL OVER RIGIDINSULATION

NOTE:RTU SHALL BE LEVELWITHIN 1/8" OVERLENGTH OF EQUIPMENT


1'-2

"

8" M

IN.

T.O

. CUR

B T

O T

.O.

RO

OF

BUILDING PARAPET

2x2x1/8" ANGLE - LAG BOLT TOPARAPET @ BLK'G & CUT & BEND @90 DEG. ANGLE

PIPE CLAMP-BOLT TO ANGLE, TYP.OF 2

HOT WATER INTAKE OR EXHAUSTFLUE

14" MIN.

NOTE:EXHAUST FANSHALL BE LEVELWITHIN 1/8" OVERWIDTH OF CURB

STANDARD CURB BASE,FASTEN PER MFR'SRECOMMENDATIONS

ELECTRICAL CONDUIT

GALVANIZED NAILS @ 6"O.C.

SCREW THRU NEOPRENEWASHER, 3 PER SIDE

PREFABRICATED CUSTOMCURB FLASHING

(2) TAPERED 2x12 WDCURB OVER 2x SECUREDTO DECK

ROOFING MATERIAL


8" M

IN.

PRE-FABRICATED VENTILATEDCURB EXTENSION

KITCHEN HOOD EXHAUST FAN

HINGED BASE FOR SERVICING/CLEANING

SEAL WITH APPROVED MATERIAL

NEMA 3R FUSED DISCONNECT,MOUNT TO HINGED BASE, SEE ELEC.

SHEET METAL COUNTER FLASHING-WRAPS TOP & OUTSIDE OF CURB.EXTENDING OVER BASE FLASHING

PREFABRICATED GALV. STEEL CURBW/ INSULATION

NOTE:EXHAUST FAN SHALL BELEVEL WITHIN 1/8" OVERWIDTH OF CURB

DUCT WRAP - SEE MECHANICAL

MIN. 16 GA. WELDED DUCT

SCHEDULEROOF DECKand ROOFOPENINGSUPPORT

40

"M

IN.

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:3

1 PM

C:\R

evit

Loca

ls\1

4-05

4 Jo

hnso

n C

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Tac

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NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A8.1Author

14-054

2

4ROOF LADDER N.T.S

PARAPET CAP N.T.S

8LOUVER DETAIL N.T.S12SEALED PIPE FLASHING 1 1/2"=1'-0"

5COPING JOINT N.T.S9PIPE HOOD N.T.S

3" = 1'-0"CRICKET 16 3" = 1'-0"CANOPY BLOCKING DETAIL 20

15SLEEPER SUPPORT 1-1/2"=1'-0"

3" = 1'-0"HVAC CURB 14

13W.H. FLUE / INTAKE PIPE SUPPORT N.T.S

18EXHAUST FAN CURB 1-1/2"=1'-0"

19EXHAUST FAN CURB NTS

MARK DATE

NOT USED 6

NOT USED 7

NOT USED 10

NOT USED 11

E.I.F.S.

CONT. 3/4" X 1 1/2"X 26 GA ALUMANGLE FORCALKING BED

BACKER RODAND SEALANT

PLYWOODSHEATHING

HOLD 3/8"SPACE FORBACKER ROD

3/4"

ANODIZED ALUMINUMWINDOW FRAME - SEE

WINDOW SCHEDULE

GYP. BD.

NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATION REGARDINGWATER PROOFING AT AND NEAR WINDOWS / DOORS

(3) 2X6SEE STRUCTURALDRAWINGS

E.I.F.S.SILL

GYP. BD.

HOLD 3/8" SPACE FORBACKER ROD

ANODIZED ALUMINUMWINDOW FRAME - SEE

WINDOW SCHEDULE

BACKER ROD ANDSEALANT OVERBUILDING PAPEROVER 1/2" PLYWOOD

BREAK METALTO MATCHSTOREFRONT

PLYWOODSHEATHING


3/4"

SILICONESEALANTOVER LAGBOLT

LAG BOLT &WASHER

3/8" PLASTICSHIM1"

SOLIDSURFACESILL

FLASHING TAPEOVER SPARYAPPLIED WEATHERBARRIER

GYP. BD.

ANODIZED ALUMINUMWINDOW FRAME - SEEWINDOW SCHEDULE.ALIGN FRAME WITHOUTSIDE FACE OFPLYWOOD

ANODIZED ALUM.SILL RECEPTOR. W/WEEP HOLES

BACKER ROD &CAULK

ANODIZEDALUM. FLASHING

R.O.

1/2" PLYWOOD

1" DRAINABLEE.I.F.S.

NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATIONREGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS

GYP. BD.

HEADER - SEESTRUCTURAL

STOREFRONTBACK PLATETO SUPPORTSHIM

3/8" SHIM

LAG BOLT ANDWASHER

PLYWOODSHEATHING

E.I.F.S.

FLASHING &DRAINAGE PERE.I.F.S.REQUIREMENTSALUM. FLASHING SAME FIN.AS WINDOW

R.O.

3/8" BACKERROD & SILICONE

ANODIZED ALUMINUM WINDOWFRAME - SEE WINDOW SCHEDULE.ALIGN FRAME AS SHOWN

3/4"


STONE VENEER (VERSETTA)

VERSETTA PLASTICJ CHANNEL

BREAK METAL TOMATCH STOREFRONT

BACKER ROD ANDSEALANT OVER SPRAYAPPLIED WEATHERBARRIER OVER 1/2"PLYWOOD

ANODIZEDALUMINUM WINDOWFRAME - SEEWINDOWSCHEDULE. ALIGNFRAME WITH FACEOF SHEATHING

4 1/2"

TO

WER

BUILD

ING

SHELL W

ALL

GYP. BD.


PLYWOODSHEATHING

BACKER RODSEALANT


20 GA S.S. WALLGUARD - TOP OF SILLTO BOTTOM OF CLG. -ATTACH W/ CONST.ADHESIVE

CAULKJOINT

ANODIZED ALUM.D/T WINDOWFRAME

PLYWD SHEATHING

1" DRAINABLE E.IF.S.

3/4"

NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATION REGARDING WATERPROOFING AT AN NEAR WINDOWS / DOORS

BACKER ROD AND CAULK

1" DRAINABLE E.I.F.S.

2"

20 GA. S.S. WALLGUARD - TOP OF SILLJAMB TO JAMB -ATTACH W/ CONST.ADHESIVE

CAULK JOINT

MTL "Z" FLASHING W/END DAM - NOSEALANT AT FLASHINGTO ALLOW WEEPAGEWITHIN FRAME

ANODIZED ALUMN.WINDOW FRAME - ALIGNFRAME WITH FACE OFOPAQUE PANEL FRAME

NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATION REGARDING WATERPROOFING AT AN NEAR WINDOWS / DOORS

BACKER ROD ANDCAULK

1" DRAINABLEE.I.F.S


3/8" SHIM, BACKERROD, SEALANT & LAGBOLT

ANODIZED ALUMINUMWINDOW FRAME - SEEWINDOW SCHEDULE.ALIGN FRAME WITH FACEOF SHEATHING

STAINLESS STEEL

GYP. BD.

ANODIZED ALUMINUMWINDOW FRAME - SEEWINDOW SCHEDULE.ALIGN FRAME WITHFACE OF SHEATHING

BACKER ROD ANDSEALANT OVERSPRAY APPLIEDWEATHER BARRIEROVER 1/2" PLYWOOD

BREAK METAL TOMATCHSTOREFRONT

4 1/2"2" E.I.F.S.

PLYWOODSHEATHING

2x FRAMING

3/4"

1" DRAINABLE E.I.F.S.

PLYWOOD SHEATHING

BACKER ROD ANDCAULK

CAULK

SERVICE DOOR -SEE DOORSCHEDULE ANDSCOPE OF WORK

FINISH FLOOROVER CONCRETESLAB

ADA COMPLIANTALUMINUMTHRESHOLD -SET IN SEALANT

INSULATION -CENTER UNDERDOOR

1/2" M

AX.

PLYWOODSHEATHING

DRAINABLEE.I.F.S.

PAINTABLEMETAL

FLASHING

NO E.I.F.S. DRAINSCREED STRIP,

USE UNDER WRAP

SEALANT &BACKER ROD

SERVICE DOOR -SEE DOOR

SCHEDULE - ALIGNFRAME WITH FACE

OF SHEATHING

3/4"

2x FRAMING

EXTERIORPLYWOODSHEATHING


GYP. BD.

3/8" SHIM, LAGBOLT & WASHER

4" @ H

EAD

2" @ J

AM

B

3/4" ALIGN ASSHOWN WITH EDGEOF SLAB

EXPANSIONFILLER

SIDEWALK

1/4" SETTINGBED

SILL RECEPTORW/ FASTENER

ANODIZED ALUM.WINDOW FRAMEWEEP HOLES

6"

NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATION REGARDING WATERPROOFING AT AND NEAR WINDOWS / DOORS

ANODIZEDALUMINUM DOOR -SEE DOORSCHEDULE

CONCRETE SLAB

ADA COMPLIANTALUMINUM THRESHOLD- SET IN SEALANT

INSULATION - CENTERUNDER DOOR

1/2" M

AX.

5"

3"

BUTYL FLASHINGTAPE AT TOP OFBLDG PAPER

BUTYL FLASHINGTAPE APPLIEDPRIOR TO BLDGPAPER W/ 3" MIN.FLAP

2NDSURFACEWATERPROOFINGAPPLIEDOVERSTUDS &PLYWD

2NDSURFACEWATERPROOFINGAPPLIEDOVER STUDS& PLYWD

PLASTIC3/8" SPACERSHIM

WOODFRAMING

PLYWOODWALLSHEATHING

NOTE: WOODSILLS & JAMBSSHALL BEPRESSURETREATED

WATER PROOFING ROUGH OPENING

AFTER FRAMING 2ND SURFACE WATER PROOFING PER EIFS MANUFACTURER. ADDFLASHING TAPE AROUND THE ROUGH OPENING FOR THE WINDOW AND DOOROPENING.

EXTEND FACE OF ALUMANGLE FOR CAULK &BACKER ROD

END DAM @WINDOWBOT. TRACK

795 DOW CORNINGSILICONE (OR EQ.)OVER LAG BOLT/WASHER THRUBOT. TRACK (TYP)& AT END DAM

WOODFRAMING

PLYWOODWALLSHEATHING

EIFS DRAINAGECHANNELS

2ND SURFACEWATERPROOFINGAPPLIED OVERSTUDS &PLYWD

WINDOW BOT.TRACK (SILLRECEPTOR)

3/8" SPACECONTINUOUSAROUNDENTIRE WINDOW

WEEP HOLES @24" O.C.

ADD SILL RECEPTOR AND END DAM

THIS DIAGRAM SHOWS THE APPLICATION OF SILL RECEPTOR AND VERTICAL EIFSADHESIVE DRAINAGE CHANNELS. USE 100% PURE ISOPROPYL ALCOHOL TOCLEAN METAL SURFACE PRIOR TO APPLYING SILICONEWINDOW ELEVATION

NOTE: THERESHOULD BE A3/8" SPACEAROUND THEENTIRE WINDOWFRAME TOALLOW FOR ACONTINUOUS RINGOF BACKER RODAND CAULKSIMILAR TO ATYPICAL GASKETON A BOTTLETOP

EIFS SYSTEMGLAZINGSYSTEM

STOREFRONTWINDOW BODY

BACKER ROD & CAULK ONTOP OF SILL FLASHING

INSERT FLASHING BELOW SILLRECEPTOR THEN CAULK

WINDOW FLASHING -ALUMINUM FINISH TO MATCHSTOREFRONT

NOTE: DO NOT CAULK /OBSTRUCT WEEP HOLESDRILLING IN SILL RECEPTOR

MAINTAINPOSITIVEDRAINAGE AWAYFROM WALL ATALL FLASHING

COMPLETING WINDOW SYSTEM

SET STOREFRONT WINDOW, APPLY EIFS SYSTEM AND THEN ADD WINDOWFLASHING OVER TOP OF EIFS AT WINDOW SILL

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

www.r

iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:3

2 PM

C:\R

evit

Loca

ls\1

4-05

4 Jo

hnso

n C

reek

Tac

o Be

ll - e

ss.rv

t

NEW

TACO

BELL R

ESTAUR

ANT F

OR

JEFFANN, LLC

JO

HNSO

N C

REEK, W

ISCO

NSIN

08.20.2014

A8.2Author

14-054

3" = 1'-0"TYPICAL WINDOW JAMB 4

3" = 1'-0"STOREFRONT JAMB DETAIL 3

3" = 1'-0"TYPICAL WINDOW SILL 2

3" = 1'-0"TYPICAL WINDOW HEAD 1

3" = 1'-0"STOREFRONT JAMB AT TOWER 8

3" = 1'-0"WINDOW JAMB @ DRIVE THRU 7

3" = 1'-0"WINDOW SILL @ DRIVE THRU 6

3" = 1'-0"WINDOW HEAD @ DRIVE THRU 5

3" = 1'-0"STOREFRONT JAMB END DETAIL 12

3" = 1'-0"E.I.F.S. JAMB AT SERVICE DOOR 11

3" = 1'-0"THRESHOLD @ SERVICE DOOR 10

3" = 1'-0"HEAD / JAMB @ SERVICE DOOR 9

3" = 1'-0"SILL @ FULL HEIGHT OPENINGS 18

3" = 1'-0"STOREFRONT DOOR SILL 17

16TYPICAL WINDOW WALL WATER PROOFING

MARK DATE

NOTE: HOSE BIB BOX SHALL BE ACUDOR-ARVB OR EQUAL

BACK SIDE OF PLYWOOD SHEATHING

HOSE BIB BOX

COLD WATER LINE TO HOSE BIB

2x6 WOOD WALL STUD

BACK SIDE OF BOX

FRONT OF BOX

LOCKING DOOR

E.I.F.S.

E.I.F.S. SUBSTRATE

HOSE BIB

8 x 8 x 4 STEEL HOSE BIB BOX

FLASHING TAPE AROUND BOX

LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL"TOTAL STOP RA" OR EQUAL)

PLYWD. SUBSTRATE

LIQUID EMULSION VAPOR PERMEABLEAIR BARRIER MEMBRANE (TOTALWALL "TOTAL STOP RA" OR EQUAL)

1" THICK EIFS OR STUCCO

CONT. FLASHING TAPE AT TOPOF MTL. FLASHING

CONT. 4" MTL. FLASHING W/DRIP EDGE

ROOFING MEMBRANECLOSURE STRIP

ROOFING MEMBRANE

BOTTOM OF EIFS OR STUCCOEVEN WITH TOP OF PARAPET.

WOOD STUD WALL FRAMING

SUBSTRATE

MFR. APPROVED JOINT TREATMENT

LIQUID EMULSION VAPOR PERMEABLEAIR BARRIER MEMBRANE (TOTAL WALL"TOTAL STOP RA" OR EQUAL)

VERTICAL ADHESIVE DRAINAGE TRACK

FOR HIGH IMPACT MESH LOCATIONSAS SPECIFIED ON THE EXTERIORELEVATIONS: BASE COAT W/ 20 OZHIGH IMPACT MESH TO BE APPLIEDFROM THE STARTER TRACK TOHEIGHT SPECIFIED.

BASE COAT W/ 4.5 OZ STANDARDMESH TO BE APPLIED THROUGHOUT

6" WIDE X 20 MIL BARRIERMEMBRANE LAPPED ONTOFOUNDATION. PLACE PRIOR TOPLACING ADJACENT PAVING

E.I.F.S. FLASHING TAPE

INSULATION W/ 45 DEGREE CHAMFERALONG BOTTOM EDGE

FINISH COAT

STARTER TRACK W/ WEEP HOLES

PATH OF MOISTURE FROM BEHINDEIFS

MINIMUM DISTANCE FROM:- WALK-WAY = 1"- FINISHED GRADE = 6"

CO

NTIN

UOUS

SIL

L G

ASKET

WOOD STUD WALL FRAMING

SUBSTRATE

MFR. APPROVED JOINTTREATMENT

LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL"TOTAL STOP RA" OR EQUAL)

ADHESIVE

INSULATION

TRIM BAND

BASE COAT W/ 20 OZ HIGHIMPACT MESH APPLIEDTHROUGHOUT. BUTT MESHLAYERS AT CORNERS, DONOT WRAP

BASE COAT W/ 4.5 OZSTANDARD MESH TO BEAPPLIED THROUGHOUT. WRAPCORNERS WITH MESH

FINISH

BASE COAT AND MESH

SUPPORTING STRUCTURE

SUBSTRATE

LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL "TOTALSTOP RA" OR EQUAL)

BARRIER MEMBRANE

SEALANT WITH BACKER ROD

BACK-WRAP TERMINATION

INSULATION

BASE COAT AND MESH

FINISH

1" E.I.F.S.

EXTERIOR GRADE PLYWOOD


E.I.F.S. FLASHING TAPE

SEALANT AND BACKER ROD

J-BOX. MOUNT TO SUPPORTINGSTRUCTURE. PROVIDE POSITIVESEAL FROM BOX TO WEATHERBARRIER

CONDUIT / PIPE

AIR SEAL

2x STRUCTURE

BACKWRAP OPENINGS

1/2" TYP.

PLYWOOD SHEATHING

E.I.F.S.

WASHER

BLOCKING AS REQUIRED

PVC (SCH 40) BUSHING - FILLWITH SEALANT

FASTENER AS REQUIRED

NOTE:INSTALL BUSHING AFTER E.I.F.S.APPLICATION HAS HARDENEDDRILL HOLE SLIGHTLY LARGERTHAN BUSHING THROUGHINSULATION ONLY, STOP ATPLYWOOD. CAULK OPENINGPRIOR TO INSERTING FASTENERTO SEAL PENETRATION

SUPPORTING STRUCTURE

SUBSTRATE

COAT FILL WITH MESH


ADHESIVE

INSULATION

FOR HIGH IMPACT MESHLOCATIONS (ONLY) AS SPECIFIEDON THE EXTERIOR ELEVATIONS

MESH

BASE COAT

COAT FILL WITH MESH

FINISH

COAT FILL WITH MESH


CHAMFER E.I.F.S. AT STARTER TRACK

STARTER TRACK W/ WEEP HOLES

GALV. MTL. FLASHING

CAULKING ABOVE BREAK METALCAP. COLOR TO MATCHSTOREFRONT

BACKER ROD AT CAULK JOINT

BREAK METAL CAP

WOOD BLOCKING

BREAK METAL FILLER BETWEENSTOREFRONT AT DINING ROOM.

NOTE:E.I.F.S. DETAILS ARE INTENDED TO BE GENERIC. MANUFACTURER'S DETAILS AND RECOMMENDATIONS SHOULD BE FOLLOWED. REFER TO SECTION07240 OF THE SPECIFICATIONS MANUAL.

NOT AN OPTION: DO NO CAULKBELOW EIFS STARTER TRACKEDGE & GALV. MTL. FLASHINGTO ALLOW FOR DRAINAGEBEHIND EIFS.

8

9

5

6

5

4

7

4

3

12

1 TO 2

1 - PRE-WATERPROOFING

2 - FINISH-WATERPROOFINGNOTES

2X WOOD STUDS

PLYWOOD SUBSTRATE FOR EXTERIOR WALLS

FLASHING TAPE AT ALL VERTICAL PARAPET TRANSITIONS. EXTEND TAPE12" OUTWARD AND UPWARD FROM CORNER AS SHOWN. LAP CORNERSWITH ANGLED TAPE AS SHOWN TO INSURE FULL COVERAGE AT CORNERS

DOUBLE 2X TOP PLATE.

PAINTED 24 GAUGE PARAPET COPING. SLOPE 1/4:1 TOWARDS ROOF WITHFIBER CANT STRIPS UNDER COPING. LAP FRONT AND BACK EDGE 2"DOWN VERTICAL FACE. LAP EXPOSED COPING EDGE EXPOSED ENDS ATVERTICAL PARAPET TRANSITION.

WRAP 1" THICK EIFS ONTO VERTICAL FACE OF PARAPET TRANSITION

EIFS FINISH ON OUTER SURFACE OF EXTERIOR WALL. THICKNESS PER THEEXTERIOR ELEVATIONS.

TERMINATION BAR AT VERTICAL TRANSITION OF EIFS AND MEMBRANEROOFING. SEAL VERTICAL GAP BETWEEN TERMINATION BAR AND EIFSPER ROOFING MANUFACTURER SPECIFICATIONS.

PVC ROOFING MEMBRANE ON BACKSIDE OF PARAPET.

1

2

3

4

5

6

7

8

9

IMPORTANT: ONLY FASTEN PARAPET COPING ALONG THE FRONT AND BACK VERTICAL EDGE. NEVER ON TOP OF COPING.

1"

1"


COORDINATEE.I.F.S.TRANSITION WITHSLAT WALLMANUFACTURER

WALL SUBSTRATE

2x6 FRAMING


SLATWALLSYSTEM

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

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.com

8/20

/201

4 2:

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08.20.2014

A8.3Author

14-054

8LOUVER DETAIL N.T.S

7E.I.F.S. TO BASE FLASHING N.T.S

4TYP. E.I.F.S. BASE TERMINATION N.T.S

2TYP. E.I.F.S. TRIM HIGH-IMPACT N.T.S6TYP. E.I.F.S. @ INSIDE CORNER N.T.S

5CO2 FILL J-BOX IN EIFS 3" = 1'-0"9CONNECTION THRU EIFS 3" = 1'-0"

12E.I.F.S. AT TOP OF BREAK METAL N.T.S

PARAPET CAP & TRANSITION N.T.S 1

MARK DATE

12" = 1'-0"E.I.F.S. TRANSITION @ SLAT WALL 19

PANEL WALL

1 1/4" TEK SCREW

FOOD GRADE RTV SEALANT

INTERIOR BASE COVE TRIM

THINSET TILE

GROUT

CONCRETE PAD

HIT FASTENER

SCREED

DYNATROL SEALANT

NUT & WASHER TOP &BOTTOM

2X4 CROSS SUPPORT

2 - SIMPSON H3 CLIPSBOTH SIDES OF CHORD & @EA END OF CROSSSUPPORT

BOTTOM TRUSS CHORD

1/2" DIA ALL-THREADSUPPORTSUSP. CEILING TILE

CEILING TILE FLASHINGPLATEDECORATIVE SLEEVEASSEMBLY BY MFR.

MONITOR BRACKET -ATTACH W/ 1/4" BOLTS -SEE SCOPE OF WORK

MONITOR ASSEMBLY

BUMP BAR ASSEMBLY

NOTE: U-239 FOR ASINGLE MONITOR & U-242 FOR A DBL.MONITOR HANGINGBRACKET

WALL FINISH PER INTERIORELEVATIONS

GYP. BD.

J-MOLD SET IN SILICONESEALANT - FIT J-MOLD W/SILICONE PRIOR TOINSTALLING FRP, WIPE OF EXCESS

WALL SUBSTRATE PER SHT.A1.0

SANITARY COVE BASE TILE -SET FLUSH W/ FLOOR TILE


GYP. BD.

WALL SUBSTRATE PER SHT.A1.0

COVE BASE TILE - SETFLUSH W/ FLOOR TILE


GYP. BD.

COVE BASE TILE - SET FLUSHW/ FLOOR TILE

CEILING TILE & GRID

FRP

SUBSTRATE PER PLAN

SEMI-RECESSEDWASTE RECEPTACLE

1'-3

1/2

" R

.O.

4"

27"

CLEAR

MIN

. (S

EE C

HAR

T F

OR

FIN

ISHED

HEIG

HTS)

FINISH TABLE TOP HEIGHTS:LOW TABLE TOP HGT. = 30" A.F.F. HIGH(H) TABLE TOP HGT. = 42" A.F.F.DINING COUNTER TOP HGT. = 42" A.F.F.

STEEL SUPPORT PLATE

STEEL SUPPORT

TILE GROUT

GROUT SOLID

FLOOR TILE

CONCRETE SLAB

3-1/2" DIA.

3-1/2" DIA. TABLES ONLY

NOTE: CAULK ALL SEAMS AT WALLSURFACE.

2" FLANGEBENT 90DEG.

1"EQ

.EQ

.EQ

.1"

24" M

IN.

(4) # 12 S.S. WOODSCREWS 3/4" LG. W/S.S. WASHERS

1/2" RAD. EASEDCORNER (TYP.)

EXTEND FRONT OFPANEL TO FRONT EDGEOF ADJ. SINK. APPROX.24" (SEE PLAN)

16" GA. BRUSHEDSTAINLESS STEEL.1/2" HEM ON TOP,FRONT ANDBOTTOM EDGES.

BOTTOM EDGE OFSPLASH GUARDSHALL BE EVEN W/THE EDGE OF THEHIGHEST ADJ. SINK.

SEE RAISEDCLG HGT. ONPLAN VIEW

8'-4" A.F.F.

LAY-IN CEILINGTILES

KITCHEN WALL

LAY-IN CEILING TILES

ALUM. T-BAR GRID

ALUM. T-BAR CORNER TRIM

ALUM. RIVETSSAME COLOR AST-BAR TYP.

ALUM. T-BAR GRID

CHAIR RAIL

1/4" MARMOLEUMPANEL

PAINTED GYP. BD.

SUBSTRATE

1/2" x 1/2"ALUMINUMCORNER GUARDAT ALL INSIDECORNERS -TYPICAL

1/2" x 1/2" ALUMINUMCORNER GUARD ATALL OUTSIDECORNERS - TYPICAL

ANODIZEDALUMINUMWINDOW FRAME

SOLID SURFACEWINDOW SILL

PANEL SEAM.

1/4" J-MOLDING& CAULK

NOTE: THE MARMOLEUM PANELS, CHAIR RAIL & PAINTED MTL. TRIM ARE PROVIDED BYTHE DECOR VENDOR. THE GC SHALL INSTALL PANELS TO THE WALL SUBSTRATE WITHROLLED ON CONTACT GLUE. SEE SCOPE OF WORK.

LOWER TRIMPIECE(J-MOLD)

INSIDECORNERTRIM PIECE

1/2"

1/8"

1/8"

1/4"

OUTSIDE CORNERTRIM PIECE

SEE SCOPE OF WORK FOR MORE INFORMATION

ALIGN FACE OF SAFE EVENWITH THE BACK EDGE OF THESERVICE COUNTER

SAFE

5/8" CEMENT BD. SIZE 1/2"SMALLER THAN SAFEFOOTPRINT

GROUT TO MATCH ADJ.FLOOR

FINISHED CONC. SURFACE

ANCHOR BOLTS - BOLT HOLES =3/4" DIA. x 3" DEEP

WALL PAINT ABOVECHAIR RAIL

CHAIR RAIL

MARMOLEUM PANEL

FACTORY PAINTED "H" MOLDTO MATCH MARMOLEUMCOLOR

BRONZE BOTTOM & CORNERTRIM

COVE BASE TRIM

GYP. BD.

CHAIRRAIL

MARMOLEUMWAINSCOT

3/4"

1/2"

1 1/

2"

3/8"

R1/4"

NOTE: SEE INTERIORELEVATIONS FORFINISHES

FRPWALLFINISH

S.S. WALLGUARDFLUSH WITHSURFACEOF FRP

TILEWALLBASE

S.S. WALLGUARDFLUSH w/TILE FLOOR

FLOOR TILE

FASTEN S.S.WITH CONSTR.ADHESIVE

EXTEND S.S. WALLGUARD BEYONDSURFACE OFWALL THE DEPTHOF THE TILE ANDRETURN TO THEWALL

20 GA S.S. WALLGUARD FROMTOP OF TILEBASE TO CEILING

GROUT LINE

NOTE: THIS DETAIL SHOW A 90 DEGREE CORNER. ADAPT THIS DETAIL ANDAPPLY WHERE WALLS EXTEND INTO SPACE.

2"2"

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:3

5 PM

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08.20.2014

A8.4Author

14-054

1WALK-IN TILE/BASE 1-1/2" = 1'-0"

2CEILING MOUNT MONITOR BRACKET N.T.S.

4KITCHEN FINISH @ BASE 3" = 1'-0"8BASE @ DINING ROOM INT. WALL 3" = 1'-0"12BASE IN RESTROOM 3" = 1'-0"

3KITCHEN FINISH @ CEILING 3" = 1'-0"

5WALL CORNER @ WASTE RECEP. 1-1/2" = 1'-0"

7CORE DRILL 1-1/2" = 1'-0"

9SPLASH GUARD 1" = 1'-0"

6CEILING POCKET N.T.S.

13MARMOLEUM ATTACHMENT DETAIL N.T.S.

10MARMOLEUM TRIM DETAIL 6" = 1'-0"

16SAFE PEDESTAL 1" = 1'-0"

14MARMOLEUM TRIM DETAIL N.T.S.

15SECTION AT CHAIR RAIL 3" = 1'-0" 11S.S. CORNER & END WALL GUARD N.T.S.

MARK DATE

2x6 @ 16"O.C.

2x6 @ 16"O.C.

10'-8" A.F.F.

9'-4" A.F.F.2x6 STUDS @ 16" O.C.

SUSP. CEILING

WALL FINISH OVER1/2" PLYWOOD

ROTATING MENUBOARD

7'-0" A.F.F. 3"

2x4 BRACE @ 16" O.C. TO STRUC.ABOVE

2x6 JOISTS @ 16" O.C.

2x6 STUDS @ 16" O.C.

8'-4" A.F.F.

1/2" GYP. BD. PAINTED

FRP OVER 1/2: PLYWOODTO BOTT. OF TRUSS

NOTE: ALLOWABLE ALTERNATE FRAMING: 3-5/8" MTL. STUDS W/ FLEXTRACK FOR BULKHEAD FRAMING

FOH WALL FINISH

FRP PANEL & TRIM

DEEPER GROUTBACKING @ FOH TILEBASE

TRIM CORNER OF FOHBASE TILE

FOH TILE BASE

BOH TILE BASE

DEEPER GROUT BED@ FOH FLOOR TILEFLOAT TO BOH TILELEVEL

THINNER GROUT BASE BEHIND THE BOH TILE BASEBECAUSE BOH TILE BASE IS THICKER THAN THE FOHBASE. NOTE: THIS WILL TYP. OCCUR ON SHORT WALLSONLY.

DOUBLE STUDS AT JAMBAND HEAD WITH ANCHORSTRAP.

2"5/8"

HM FRAME

WD. DOOR

SEALANT, TYP. BOTH SIDES

SUBSTRATE

5-1

/2" IF

2x4

7-1/

2" IF

2x6

12"

BETWEEN STUDS PERDTL 8/A8.5

SELF SERVE DRINKTABLE

WALL TILE BASE

14"

14"

TILE INSIDEEDGE OFOPENING

MORTAR BED PERMFR SPECS.

2.5 GALV. METAL LATH

LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL"TOTAL STOP RA" OREQUAL)

SCRATCH COAT

CULTURED STONE VENEERADHERED WITH MORTARPER MFR.'SRECOMMENDATIONS

TYP. GROUT JOINT

GALV. ANGLEDWEEP SCREED

2"

MIN

.

SELF ADHESIVEBITUMINOUS WEATHERBARRIER

VERSETTA STONE CORNERPIECE - ALTERNATE SHORTEND RETURNS ABOVE ANDBELOW AT CORNER (SHOWNAS DASHED)

MORTAR BED PERMFR SPECS.

2.5 GALV. METAL LATH

LIQUID EMULSION VAPORPERMEABLE AIR BARRIERMEMBRANE (TOTAL WALL"TOTAL STOP RA" OREQUAL)

SCRATCH COAT

CULTURED STONE VENEERADHERED WITH MORTARPER MFR.'SRECOMMENDATIONS

SELF ADHESIVEBITUMINOUS WEATHERBARRIER

TYP. FACE OF LAPPEDSTONE

TYP. END OF LAPPEDSTONE

TYPICAL CORNER

NOTE:THE TYPICAL CORNER TREATMENT FOR STONE VENEER IS SHOWNABOVE. ALTERNATE LAPPING STONES AS SHOWN ABOVE.

FIELD STONE SHALL HAVE HORIZONTAL GROUT LINE ALIGNED WITH THEFINISH FLOOR. HORIZONTAL GROUT JOINTS SHOULD NOT EXCEED 4 TO6 FEET.

ALTERNATE

1'-0

"1'-4

"10

"1'-0

"1'-7

"1'-0

"SEE F

LO

OR

PLAN

OUTLINE OF DRINK TABLE

HOLD DOWN - SEE STRUCTURALDRAWINGS

OPENING IN WALL BELOW.

J-BOXES ON EITHER SIDE OFSTUD ALIGNED VERTICALLY

VERTICAL SYRUP CHASE FROMABV. CLG. TO 20" A.F.F. SEEDETAIL 9/A8.5

VENT TO ROOF FOR F.S.

J-BOXES ON ONE SIDE OF STUDALIGNED VERTICALLY

VERTICAL SYRUP CHASEFROM ABV. CLG. TO 20"A.F.F. SEE DETAIL 9/A8.5

J-BOXES ON ONE SIDE OFSTUD ALIGNED VERTICALLY

2 X

6

J-BOXES ON EITHER SIDE OFSTUD ALIGNED VERTICALLY

NOTE: COORDINATEPLACEMENT OF INWALL ITEMSWITH PLUMBING ANDELECTRICAL TRADES.

HOLD DOWN - SEESTRUCTURAL DRAWINGS

PROTECT SYRUP LINESFROM TRUSS PLATES

BUNDLED SYRUP LINESAND FILTERED WATERLINES

BOTTOM CHORDOF ROOF TRUSS

OPTIONAL INSTALLATION:1" WIDE GALV. STRAPS @EA. TRUSS (MAX. 6'-0"O.C.)

NOTE:SEE SCOPE OF WORK FORSCOPE DEFINITIONS

FASTEN 2X BLOCKING TO FACE OFADJACENT WALL OR TRUSS

PLUMBER'S TAPE STRAP

7" DIA. OPENING IN CEILING TILE

6" PVC

SYRUP LINE BUNDLE THRU CLG.SECTION VIEW

6"

1'-6

"

DRINK LINES FROM WATER FILTER,SYRUP RACK & Co2 CANISTER INBACK OF KITCHEN ABOVE CEILING

LINE OF CLG.PERIMETER

S.S. DRINK LINECHASE. 4" D X 10" WX 30" H W/ 1"FLANGES. FASTEN W/S.S. SCREWS CLEARCAULK

DRINK LINE THROUGHOPENINGS IN TABLE

OUTLINE OF DRINK &ICE MACHINE

CENTER BEHINDAND ABOVEDRINK & ICEMACHINE

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:3

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JO

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NSIN

08.20.2014

A8.5Author

14-054

1MENU BOARD/SOFFIT SECTION 3/4" = 1'-0"

5TILE BASE TRANSITION 2HEAD/JAMB AT H.M. DOOR 3/4" = 1'-0"

3WALL PASS THRU N.T.S.

4STONE WAINSCOT @ TOWER LEG 3"=1'-0"7STONE VENEER OUTSIDE CORNER 3"=1'-0"

6TYPICAL STONE VENEER CORNER N.T.S.

8INTERIOR CHASE WALL N.T.S.

11SYRUP LINE IN CEILING N.T.S.

12SYRUP BUNDLE CLG. PENETRATION N.T.S.

9SYRUP CHASE ON WALL N.T.S.

MARK DATE

NOT USED 10

CL-2

8' - 6"

P-6

P-6

8' - 6"

CL-2

8' - 10"

CL-1

P-6

7' - 0"

CL-2

12

12

10 3

A8.4

TYP. ATB.O.H.

10

4

14

9TYP

15

16

9TYP

8' - 6"

P-6

CL-2

9

TYP.

1118

17

S

8

S

8

2

S

8

S

8

S

8

S

8

13

16

1

A8.5

6

30'-0"

EQUA

LEQ

UAL

7

3

8' - 10"

CL-1

14

W2

S

8

10 10

1'-0" x 4'-0"FLUORESCENT LIGHT FIXTURE

2'-0" x 4'-0"FLUORESCENT LIGHT FIXTURE

DOWNLIGHT @ WALK-IN(BY WALK-IN MFR.)

SUSPENDED DOWNLIGHTAT OPEN TRUSS

PENDANT FIXTURE

DOWNLIGHT

EMERGENCY LIGHTS

EXIT LIGHT(WALL MOUNTED)

EXIT LIGHT(CEILING MOUNTED)

SPEAKERS

12" EXHAUST FAN

HVAC RETURN GRILLE

HVAC SUPPLY DIFFUSER

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

5.8

32.0

875

FAX: 71

5.7

26.1668

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iverv

alle

yarc

hite

cts

.com

8/20

/201

4 2:

52:3

7 PM

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JEFFANN, LLC

JO

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NSIN

08.20.2014

A9.1Author

14-054

1. BULKHEAD @ 8'-0" A.F.F.2. NON-INSULATED BUNDLED SYRUP LINES FOR DRINK

SYSTEM. SEE SCOPE OF WORK. SEE DETAIL 11/A8.5.3. 6" DIA PVC STUB THROUGH CEILING, SEE DETAIL

12/A8.5.4. HOOD.5. ROOF HATCH. SEE 7/A8.1.6. MENU BOARD.7. MENU BOARD BULKHEAD - BOTTOM OF SOFFIT AT 7'-

0" A.F.F. / SEE DETAIL 1/A8.5.8. SPEAKER, CENTER IN CEILING TILE PANEL.9. PENDANT LTG - CENTER OVER TABLE TOP (TYP).

COORDINATE WITH DECOR FIELD INSTALLATION.10. EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS11. UTILITY CHASE BY 3RD PARTY VENDOR TO CEILING.12. EMERGENCY DUAL HEAD FIXTURE.13. SECURITY STROBE LIGHT.14. FAN COIL FOR WALK-IN.15. 6" x 6" 18 GA. STAINLESS STEEL CHASE ALONG WALL

FOR ICE MACHINE REFRIGERANT LINES: 6" ABOVECEILING TO TOP OF ICE MACHINE.

16. ALERT LIGHT BOX FOR 3-COMP POWER SOAKMOUNTED AT C.L. OF BOX 7-11" AFF

17. STAINLESS STEEL SYRUP CHASE ON WALL. SEE DETAIL9/A8.5.

18. WATER INLET CHASE FOR CHEESE MELTER SCREWED TOHEATED AIR SCREEN

DIMENSIONS:A. CONFIRM ALL ELECTRICAL AND MECHANICAL CEILING

PENETRATIONS WITH DESIGN/BUILD ELECTRICAL,PLUMBING AND MECHANICAL SESIGNERS AND OWNER.

B. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.C. REFER TO ROOM FINISH SCHEDULE FOR CLG. FINISHES.D. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL

PANELS WITH EDGES IN CLOSE CONTACT WITH METALSUPPORTS AND IN TRUE ALIGNMENT.

E. ALLOWABLE VARIATIONS FROM FLAT AND LEVELSURFACE: 1/8" IN 10'-0" MAX.

F. ALLOWABLE VARIATIONS FROM PLUMB OF GRIDMEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2° MAX.

G. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK ISCOMPLETE. COORD LOCATIONS OF HANGERS WITHRELATED WORK.

H. SUBSTRATE SHALL BE 5/8" THICK GYP BD.I. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS

INDICATED IN SPECS. GYP. BD. FINISHING ANDDECORATING: REFER TO DWGS FOR TEXTURE ANDFINISHES.

1/4" = 1'-0"A9.1

1 REFLECTED CEILING PLAN

MARK DATE

1KEY NOTES

GENERAL NOTES

0' 2' 4' 8'

CEILING SYMBOL LEGEND

NORTHE

SW

2

A7.2

18' - 5" 18' - 9" 9' - 6"

11

7

7

8

14SIM.

14

13

11

11

10

14141414

1213

1213

15

9

14 SIM.

14SIM.

17

14SIM.

6

6

8

14SIM.

9 1

14

A8.1

17

14SIM.

14

A8.1

15

CL CL CL

4

16

1

1

A6.1

2

A6.1

3

A6.1

4

A6.1

14

1/2" /

12" 1/2

" / 12" 1/

2" /

12" 1/2

" / 12"

1/2" /

12"

1/2" / 12

"

8' - 10"

4' -

5 1

/2"

1/2" /

12"

1/2" /

12"

1/2" /

12"

1/2" /

12"

VERTICAL WALL

2"

22 GA. G.I.CONDUCTORHEAD

ELASTOMERICSEALANT ONALL SIDES

BASE FLASHING SYSTEM

22 GA. G.I. SCUPPER FLASHING- SETPRIMED FLANGES INTO ROOF CEMENTOVER FIELD PLIES AND NAIL FLANGES TOALL SUBSTRATE SURFACES USINGAPPROPRIATE FASTENERS

SEAL CUT EDGES AT SCUPPER OPENINGUSING WOVEN GLASS FABRIC EMBEDDEDINTO AND COVERED WITH FLASHINGCEMENT

ROOFING SYSTEM

CAP SHEETFLASHINGSHEET

4" 2" 2"

NOTE:PRIMARY ANDOVERFLOWSCUPPER OPENINGSTO BE SIZED PERU.P.C. APPENDIX DAND LOCAL CODEREQUIREMENTS

PRIMARY SCUPPER

*

*

4"

4"

4"

NOTE: ALLSEAMS ATFLASHING TOBE SOLDERED

OVERFLOW SCUPPER

NOTE: ALLSEAMS ATFLASHING TOBE SOLDERED

4"

4"*

*2"

4"

* DESIGN AND SIZE PER LOCAL REQUIREMENTS

TAR

103

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

140

3 1

22nd

STR

EET -

SUITE C

CHIP

PEW

A F

ALLS, W

I 5472

9PHO

NE: 71

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A9.2Author

14-054

TYPICAL ROOF NOTES:A. VERIFY DESIGN/BUILD PLUMBING AND MECHANICAL

ROOF PENETRATIONS AND EQUIPMENT WITH M.C. ANDOWNER. LOCATE PENETRATIONS AT INCONSPICIOUSLOCATIONS WHERE POSSIBLE.

WATERPROOFING:A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH

FACTORY BONDED PAINT GRIP OR PRIMER.B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE

ACCEPTED.C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING

SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGSOR PER MANUFACTURERS RECOMENDATIONS.

D. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN.

MISCELLANEOUS:A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER

WILL NOT BE ALLOWED.B. EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE /

SUPPLY.C. LOCATE WALK-IN CONDENSERS ON ROOF.

1. ROOFTOP UNIT. INSTALL PLUMB AND LEVEL.2. NOT USED3. NOT USED4. CANOPY. BY VENDOR.5. ROOF HATCH: SEE 7/A8.1.6. ICE MACHINE CONDENSERS.7. WALK-IN COOLER / FREEZER CONDENSERS.8. EQUIPMENT PLATFORM. SEE DETAIL 15/A8.1.9. PIPE HOOD FOR UTILITIES. SEE DETAIL 9/A8.1.10. 24" x 24" HINGED LOUVER. SEE DETAIL 8/A8.1.11. SCUPPER AND DOWNSPOUT. SEE DETAIL 2/A9.2.12. ALUMINUM SLAT WALL BY VENDOR.13. ALUMINUM VALANCE.14. ROOF CRICKET. SEE DETAIL 16/A8.1.15. WASTE VENT THROUGH ROOF. THE TOP OF WASTE

VENTS SHALL BE 12" HIGHER THAN THE CLOSESTPARAPET CAP U.N.O. OR NOT ALLOWED BY LOCALJURISDICTION. SEE 12/A8.1 FOR FLASHING ASSEMBLY.

16. "DURO-LAST" SINGLE PLY ROOF MEMBRANE OVER 1/2"EXTERIOR GRADE PLYWOOD OVER POLY ISOINSULATION OVER TRUSSES. INSTALL PERMANUFACTURERS SPECIFICATIONS.

17. 24x36 WALK MATS.

1/4" = 1'-0"A9.2

1 ROOF PLAN

1/4" = 1'-0"A9.2

2 SCUPPER FLASHING

MARK DATE

1KEY NOTES

GENERAL NOTES

0' 2' 4' 8'NORTH

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GENERAL STRUCTURAL NOTES

These notes supplement the Specifications. Refer to theSpecifications for additional requirements. Delete thisif the project is not large enough to havespecifications.

1. DESIGN CRITERIA:

1.1. BUILDING CODES USED FOR DESIGN:

1.1.1. IBC 2009 with Wisconsin amendments.

1.2. FUTURE CONSTRUCTION:

1.2.1. VERTICAL: None.

1.2.2. HORIZONTAL: None.

1.3. DESIGN LOADS:

1.3.1. DESIGN LIVE LOADS:

Public Areas . . . . . . . . . . . 100 P SF Snow . . . . . . . . . . . . . . . 35 P SF + ponding, drifting and/or sliding snow as re quired

1.3.2. DEAD AND SUPERIMPOSED DEAD LOADS:

Dead Load at Roof Truss Framing . . . . . . . . 25 PSF

1.3.3. WIND LOAD:

Basic Wind Speed: . . . . . . . . . 90 M PH Importance Factor: . . . . . . . . 1.15 Exposure Classification: . . . . . B

1.3.4. SNOW LOAD:

Ground Snow Load: . . . . . . . . . 50 P SF Flat Roof Snow Load: . . . . . . . 40 P SF Snow Exposure Factor: . . . . . . . 1.0 Snow Load Importance Factor: . . . 1.1 Roof Thermal Factor: . . . . . . . 1.0

2. DESIGN STRENGTHS:

2.1. CONCRETE:

2.1.1. All concrete shall be stone aggregate unless noted. See Specifications for additional durability requirements.

2.1.2. Minimum concrete 28-day compressive st rength shall be as follows: f'c Type Add'l Location (PSI) Remarks ------ --------- ------- ----------- ------------- 4000 NWT Interior Sl abs and Walls 4000 NWT, Air Exterior Sl abs and Walls 3000 NWT Footings 2.2. CONCRETE REINFORCEMENT:

Deformed Bars: FY = 60 KSI ASTM A615 Welded Wire Fabric: FY = 70 KSI ASTM A185

2.3. DIMENSIONAL LUMBER:

2.3.1. Joists, Headers, Beams and Lintels: Hem-Fir, #2 or better

Structural Light Framing: Spruce-Pine-Fir, Standard or better

Top and Bottom Plates: 2x4: Spruce-Pine-Fir, #2 or be tter 2x6: Spruce-Pine-Fir, #2 or be tter Studs: 2x4: Spruce-Pine-Fir, #2 or be tter 2x6: Spruce-Pine-Fir, #2 or be tter

Wood Posts: Select Structural Douglas Fir-L arch (North) Fb = 825 PSI Fv = 95 PSI Fc = 1,350 PSI E = 1.60 KSI

2.4. LAMINATED VENEER LUMBER:

Grade 1.8E Fb = 2,600 PSI Fv = 285 PSI E = 1.80 KSI

2.5. GLUED LAMINATED LUMBER:

Fb = 2,400 PSI Fv = 165 PSI E = 1.70 KSI

3. FOUNDATIONS AND EARTHWORK:

3.1. SOILS AND FOUNDATION ENGINEERING REPORT:

3.1.1. No soils report was provided at the ti me of completing construction documents - co ntractor is responsible for the verification of th e assumed soil bearing capacity - see note 3.4.1

3.2. GROUND WATER:

3.2.1. Water levels indicated on the boring l ogs are subject to seasonal and/or annual variati ons. If necessary, a dewatering system of suffici ent capacity shall be installed and operated to mainta in the construction area free of water at all ti mes.

3.3. EXCAVATIONS:

3.3.1. Should any questionable conditions be encountered during excavation, notify Own er's Representative immediately.

3.3.2. No engineered fill shall be placed unt il excavation bottoms have been inspected an d approved by the Geotechnical Engineer.

3.3.3. Water shall not be permitted to accumu late in footing excavations.

3.3.4. Provide a minimum of 6 inches of granu lar fill below all interior slabs-on-grade.

3.4. FOOTINGS:

3.4.1. The foundation design is based on a to tal load net soil pressure: Spread Footings 2000 PSF - FIELD VERI FY BY CONTRACTOR Wall Footings 2000 PSF - FIELD VERI FY BY CONTRACTOR

3.4.2. All footing excavations shall be inspe cted, prior to concrete placement, by the Geote chnical Engineer to verify suitable bearing material of ca pacity as specified.

3.4.3. Notify the Owner's representative when additional excavation is required to reac h suitable bearing material.

3.4.4. Footing steps shall be located general ly where indicated on the plan, and shall be insta lled as detailed.

3.4.5. Bottom of exterior building footings surrounding heated areas are to be at lea st 48 inches below final outside grade unless dimensio ned otherwise. Bottom of exterior building footings at s toops or other unheated areas are to be at least 60 inch es below final outside grade unless dimensioned otherwis e.

3.4.6. All continuous footings shall be cente red under walls unless dimensioned otherwise.

3.5. FOUNDATION COMPLETION:

3.5.1. The Geotechnical Engineer shall certif y in writing that all foundations were placed and completed as specified.

3.6. BACKFILLING:

3.6.1. No backfilling and compacting of earth shall be permitted against retaining walls until w alls and footings have reached 100% of their desig n strength, or unless adequate bracing is provided. Brac ing must be reviewed by the Engineer.

3.6.2. No backfilling and compacting of earth shall be permitted against basement or other found ation walls until all slabs that support the wall aga inst lateral earth pressure have been poured and have reached 75% of their design strength, or unless adequate bracing is provided. Bracing must be reviewed by the Engineer.

3.6.3. Material used for backfill shall be fr ee draining engineered backfill unless noted otherwise. See the Geotechnical Report for additional in formation.

3.6.4. Both sides of foundation walls shall b e backfilled simultaneously so as to preven t overturning or lateral movement of walls. All grade beam s shall be adequately braced to prevent lateral move ment during backfilling and compaction.

3.6.5. No fill or backfill shall be settled b y the use of water.

4. CONCRETE:

4.1. REINFORCING STEEL:

4.1.1. REFERENCES: Most recent Edition of the following;

4.1.1.1. ACI 315 "ACI Detailing Manua l" ACI 318 "Building Code Requi rements for Reinforced Concrete " CRSI MSP "Manual of Standard Practice" AWS D1.4 "Structural Welding Code - Reinforcing Steel" CRSI "Recommended Practic e for Placing Reinforcing Bars"

4.1.2. The reinforcing steel Contractor shall fabricate all reinforcement and furnish a ll accessories, chairs, spacer bars and supports necessar y to secure the reinforcement unless shown otherwise on t he plans and/or details.

4.1.3. Concrete reinforcement shall be placed according to ACI and CRSI "Recommended Pr actice for Placing Reinforcing Bars".

5.2.3. The prefabricated wood truss fabricato r is responsible for the design of the trusses , truss connections, etc. Trusses are to be desig ned and certified by a registered professional en gineer.

5.2.4. Truss supplier shall furnish all neces sary blocking, bracing and connection material to provide a completed installation. This information shall be clearly shown on erection plan.

5.2.5. Contractor shall be responsible for br acing and/or bridging required during construct ion.

5.2.6. Permanent bracing required by the trus s supplier for web members shall be designe d and provided by the truss supplier.

5.2.7. Permanent lateral restraint and diagon al bracing shall be installed in accordance with the Structural Building Components Associatio n (SBCA)BCSI B3: "Permanent Restraint / Bracing of Chords and Web Members".

5.2.8. All lumber used in the fabrication of trusses shall be stress graded. Connector plates shall be made of Grade "A" galvanized steel, minimum 20 ga ge, per TIP Specification.

5.3. LAMINATED VENEER LUMBER:

5.3.1. Laminated Veneer Lumber beams (indicat ed LVL on plans) to be supplied and manufactured ac cording to the specification of the Truss Joist Corporat ion. See Section 1 of these notes for material strength in formation.

6. MISCELLANEOUS:

6.1. DEFERRED STRUCTURAL SUBMITTALS

6.1.1. The design and documentation of some c omponents defined using performance-based specifica tions may be deferred until after a building permit is obtained.

6.1.2. The Contractor shall submit shop drawi ngs and calculations to the Architect/Engineer fo r review prior to fabrication for all deferred submittal s except as noted below.

6.1.3. Deferred submittals include, but are n ot limited to, the items listed below.

6.1.4. For the following deferred submittals, the contractor shall submit shop drawings and calculations signed and stamped by an engineer registe red in the state where components are installed.

Wood Truss Systems

6.1.5. For the following deferred submittals, the contractor shall submit shop drawings.

6.2. CONSTRUCTION JOINTS:

6.2.1. The Contractor shall submit drawings s howing the proposed construction and control joi nts for all areas. This includes walls, structural fl oor systems, slabs on grade, etc. This drawing shall b e reviewed by the Architect /Engineer and returned to t he Contractor prior to pouring any concrete. The constr uction joint drawing shall be furnished to the fabrica tors before their shop drawings are submitted.

6.2.2. If the construction joints are changed after being reviewed, revised drawings shall be submitted for review.

6.2.3. Construction joints shall be made as d etailed on the drawings.

6.2.4. Construction joints in concrete founda tion walls shall be located so no single pour is longer than 40 feet.

6.3. ANCHOR RODS:

6.3.1. All anchor rods for mechanical and ele ctrical equipment shall be furnished and located by the respective Subcontractors and set by the General Contractor except where the other Subcont ractors furnish their own concrete pads.

6.4. NON LOAD BEARING PARTITION WALLS:

6.4.1. Non load bearing partition walls are g enerally not shown on the structural drawings. Car e shall be taken by the Contractor to maintain a deflectio n space between the top of partition walls and floor or r oof structure above.

6.4.2. See Typical Details and deflection req uirements of horizontal framing members at end of t his section for minimum deflection space between top of n on load bearing partition walls and overhead structure.

6.5. SLEEVES:

6.5.1. All pipe sleeves are furnished by and located by the Mechanical and Electrical Subcontr actors and coordinate with the General Contractor.

6.6. VERIFICATIONS:

6.6.1. The General Contractor shall verify al l openings sizes, pad sizes, and locations with the respective Subcontractors.

6.6.2. Structural steel supplier and erector are responsible for providing deck reinforcin g or framing as shown on typical structural details for m echanical roof openings. See mechanical drawings for qua ntities, sizes and locations. The cost of structural red esign fees shall be borne by the Mechanical Contractor for equipment and/or opening changes made after structu ral documents have been issued.

6.7. CORE DRILLING:

6.7.1. All core drilling shall be done by the Mechanical and Electrical Subcontractors for their own work under the supervision of the General Contractor. No reinforcing shall be cut. Verify location of reinforcing before core drilling. There shall not be any core drilling through beams or columns. Maximu m core hole through slabs shall be pipe diameter plus 1". 6.7. CORE DRILLING:

6.7.1. All core drilling shall be done by the Mechanical and Electrical Subcontractors for their own work under the supervision of the General Contractor. No reinforcing shall be cut. Verify location of reinforcing before core drilling. There shall not be any core drilling through beams or columns. Maximu m core hole through slabs shall be pipe diameter plus 1".

6.7.2. No core drilling is allowed. The Mech anical and Electrical Subcontractors shall place sleeves for their own work under the supervision of t he General Contractor. See typical details for limit ations on penetration locations. No reinforcing sha ll be cut. Verify location of reinforcing before pla cing sleeves.

6.8. GENERAL:

6.8.1. These drawings do not include necessar y components for construction safety.

6.8.2. The structural design is based only on the building in its completed state. Contract ors and their subs shall take whatever precautions are necessary to withstand all horizontal and vertical loa dings that may be encountered during the construction pr ior to completion of the building.

6.8.3. During construction, the Contractor ma y encounter existing conditions which are n ot now known or are at variance with project documentatio n (Discovery). Such conditions may interfere with new co nstruction or required protection and/or support of exi sting Work during construction, or may consist of da mage or deterioration to structural materials or components which could jeopardize the structural integrity of the building(s).

6.8.4. The Contractor shall notify the Engine er of all Discoveries that the Contractor believes may interfere with proper execution of the Work or jeop ardize the structural integrity of the building(s) p rior to proceeding with Work related to such Disc overies.

4.1.4. Clear Cover For Concrete Reinforcement :

Footings . . . . . . . . 2" Sides, 3 " Bottom Piers . . . . . . . . . . 2" to Ties Foundation Walls Exterior Face . . . . . 2" Interior Face . . . . . 2" Against Soil Slabs on Grade . . . . . . Center of S lab

4.1.5. Compression lap splices for grade 60 b ars shall be 30 bar diameter minimum unless detaile d otherwise. When bars of different sizes are lap spli ced in compression, splice length shall be the l arger or the development length of the larger bar or t he splice length of the smaller bar. Tension lap splices s hall be as detailed.

4.1.6. All welded wire fabric shall have one full space plus 2" at splices and wire togethe r.

4.1.7. Collated fibrillated polypropylene fib er may be used in lieu of welded wire fabric for 4" concrete slabs- on-grade. The amount of fiber to be added to the concrete is per manufacturer recommendations with a minimum amount of 1.5 pounds per cubic yard. Control joi nts in the slab- on-grade are to be spaced at 12'-0" on ce nter maximum in each direction.

4.1.8. Slabs, beams and joists shall not have joints in a horizontal plane. Any stop in concre te work must be made at center of span or at center of su pport with vertical bulkheads and horizontal keys, u nless otherwise shown. All construction joints shall be a s detailed unless reviewed by Architect and Structur al Engineer.

4.1.9. No welding of reinforcement shall be p ermitted unless specifically called for or reviewe d by the Structural Engineer.

4.2. ANCHORING TO CONCRETE

4.2.1. Headed studs shall be Nelson H4L or S3 L with FY = 50 ksi, or approved equal, unless noted otherwise.

4.2.2. Deformed bar anchors shall be Nelson D 2L with FY = 70 ksi or approved equal, unless not ed otherwise.

4.2.3. Expansion anchors shall be Hilti Kwik Bolt TZ or approved equal, unless noted otherwise . Embedment shall be as follows unless noted otherwis e: Diameter Embedment Diameter E mbedment 3/8" 2" 5/8" 4" 1/2" 3 1/4" 3/4" 4 3/4"

4.2.4. Adhesive anchors shall be Hilti HIT RE 500 with HAS Standard rods or approved equal, unle ss noted otherwise. Embedment shall be as follows unless noted otherwise: Diameter Embedment Diameter E mbedment 3/8" 3 3/8" 5/8" 5 5/8" 1/2" 4 1/2" 3/4" 6 3/4"

4.2.5. Epoxy for dowels drilled into concrete shall be Hilti HIT RE 500 or approved equal, unles s noted otherwise. Embedment shall be as follows unless noted otherwise: Bar Embedment Bar E mbedment # 3 3 1/4" # 5 5 3/4" # 4 4 3/8" # 6 6"

5. STRUCTURAL WOOD:

5.1. DIMENSION LUMBER:

5.1.1. REFERENCES: General construction requi rements and provisions per IBC Chapter 23. Nation al Forest Products Association; "National Design Sp ecification for Wood Construction" and supplement, "Desig n Values for Wood Construction."

5.1.2. All member sizes given on plan are nom inal dimensions.

5.1.3. Spacing of bridging for floor and roof joists shall not exceed 8' or 6 times the nomina l joist depth (whichever is greater).

5.1.4. Wood lintels shall have a full length of bearing at each end unless otherwise note d. Use spacers as required.

5.1.5. All beams and joists not bearing on su pporting members shall be framed with "Teco-U-Grip " joist hangers or equal. Use Type A-28 for single 2x's a nd Type BD-6 for double 2x's.

5.1.6. All nailing shall be in accordance wi th IBC Table No. 2304.9.1 unless noted otherwise .

5.1.7. Bolt nailers and blocking to steel mem bers with 1/2" diameter bolts spaced at 32 inches o n center unless noted otherwise.

5.1.8. Roof and ceiling joists are shown as a general layout only. Consider joist spacings as m aximum spacings with incidental framing, bracing and bloc king added as needed for standard wood frame constructi on.

5.2. PREFABRICATED ROOF TRUSSES:

5.2.1. Trusses shall be designed to meet all loading and spans as indicated on the plans. Desi gn trusses for concentrated loads and cantilevers as ind icated on architectural and structural plans.

5.2.2. Trusses shall be designed and fabricat ed in accordance with the latest edition of ANS I/TPI 1.

KEY FOR ISSUE

ISSUE ISSUED FOR ISSUE DATE

A BIDDING DOCUMENTS AUGUST 20, 2014

INDICATES DRAWINGS THAT ARE BEING ISSUED.

INDICATES DRAWINGS THAT ARE BEING ISSUED AND SIGNED FOR THE FIRST TIME.●S

●

INDICATES DRAWINGS THAT HAVE BEEN ISSUED ON SMALL SHEETS OR WRITE UP.▲

DATE:

DRAWN BY:

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08.20.2014

STRUCTURAL SHEET INDEX

SHEET #ISSUE

SHEET TITLEA B C D E F G

S1.0 ● GENERAL STRUCTURAL NOTES

S1.1 ● TYPICAL DETAILS

S1.2 ● TYPICAL DETAILS

S2.1 ● FOUNDATION PLAN

S2.2 ● ROOF FRAMING PLAN

S7.1 ● SECTIONS AND DETAILS



MARK DATE

STRUCTURAL ABBREVIATIONS

ADD ADDENDUMADDL ADDITIONALALT ALTERNATEANCH ANCHOR (ANCHORAGE)AB ANCHOR BOLTARCH ARCHITECT, ARCHITECTURAL@ AT

BSMT BASEMENTBM BEAMBRG BEARINGBTWN BETWEENBLK BLOCKBB BOND BEAMBOT,BO,B/ BOTTOMBFE BOTTOM FOOTING ELEVATIONBKT BRACKETBRK BRICKBL BRICK LEDGEBLKG BLOCKINGBLDG BUILDINGBRDG BRIDGING

C COMPRESSIONCANT CANTILEVERCIP CAST IN PLACECLG CEILINGCTR CENTERCL CENTERLINEC/C CENTER TO CENTERCLR CLEARCOL COLUMNCOMP COMPOSITECONC CONCRETECMU CONCRETE MASONRY UNITCONN CONNECTION(S)CONST CONSTRUCTIONCONST JT CONSTRUCTION JOINTCONT CONTINOUSCONTR CONTRACTORCJT CONTROL JOINT

db REINFORCING BAR DIAMETERDBA DEFORMED BAR ANCHORDBE DECK BEARING ELEVATION

or BOTTOM OF DECKDBL DOUBLEDEFL DEFLECTIONDEG DEGREESDL DEAD LOADDEPR DEPRESSIOND DEPTHDET DETAILDIAG DIAGONALDIA DIAMETERDIM DIMENSIONDO DITTODJ DOUBLE JOISTDWL(S) DOWEL(S)DN DOWNDWG DRAWING

E EASTEA EACHEA END, EE EACH ENDECC ECCENTRICITYEF EACH FACEELEC ELECTRICALENGR ENGINEEREL ELEVATIONELEV ELEVATOREOD EDGE OF DECKEOR ENGINEER OF RECORDEOS EDGE OF SLABEP EMBED PLATEEQ EQUALEQ SP EQUALLY SPACEDEQUIP EQUIPMENTERECT ERECTIONEW EACH WAYEXIST, (E) EXISTINGEXP EXPANSIONEXP ANCH EXPANSION ANCHOREXP BOLT EXPANSION BOLTEXP JT EXPANSION JOINTEXT EXTERIOR

F FORCEFD FLOOR DRAINFDN FOUNDATIONFIN FINISHFL/FLR FLOORFP FIREPROOFINGFRMG FRAMINGFS FAR SIDEFT FOOT (FEET)FTG FOOTINGFUT FUTURE

GALV GALVANIZEDGA GAGEGC GENERAL CONTRACTORGB GRADE BEAMGND GROUNDGR GRADE

H HORIZONTALHD HEADEDHDR HEADERHK HOOKHP HIGH POINTHT HEIGHTHS HIGH STRENGTHHSS HOLLOW STRUCTURAL TUBEHORIZ HORIZONTAL

ID INSIDE DIAMETERIF INSIDE FACEIN INCH(S)INFO INFORMATIONINT INTERIOR

JT OR JNT JOINTJST JOISTJBE JOIST BEARING ELEVATIONJH JOIST HEADERJSD JOIST SEAT DEPTH

K KIPK/FT KIPS PER FOOTK/LF KIPS PER LINEAL FOOTK/SF KIPS PER SQUARE FOOTKO KNOCK OUTKWY KEYWAY

L ANGLELB POUNDLG LENGTH, LONGLT WT LIGHT WEIGHTLL LIVE LOADLOC LOCATIONLONG LONGITUDINALLP LOW POINTLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLW LIGHT WEIGHTLWC LIGHT WEIGHT CONCRETE

M MOMENTMAX MAXIMUMMATL MATERIALMCJ MASONRY CONTROL JOINTMECH MECHANICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSML MATCH LINEMO MASONRY OPENINGMTL METAL

N NORTHNO NUMBERNOM NOMINALNS NEAR SIDENIC NOT IN CONTRACTNTS NOT TO SCALENW NORMAL WEIGHTNWC NORMAL WEIGHT CONCRETE

NWT NORMAL WEIGHT

OC ON CENTEROPNG OPENINGOD OUTSIDE DIAMETEROF OUTSIDE FACE

/ PERP AXIAL FORCEPC PRECASTPED PEDESTALPERP PERPENDICULARPG PLATE GIRDERPL PLATEPNT POINTPROJ PROJECTIONPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POST-TENSIONEDPVC POLYVINYL CHLORIDE

R RADIUSREF REFERENCEREINF REINFORCINGREQD REQUIREDREV REVERSE/REVISIONRT RIGHTRD ROOF DRAINRO ROUGH OPENINGRS ROUGH SLAB

S SOUTHSCHED SCHEDULESECT SECTIONSER STRUCTURAL ENGINEER OF RECORDSHT SHEETSIM SIMILARSIP STRUCTURAL INSULATED PANELSL SLABSOG SLAB ON GRADESP @ SPACED ATSPA SPACESSPEC SPECIFICATIONSSQ SQUARESF SQUARE FOOTSTD STANDARDSTL STEELSTIFF STIFFENERSTIR STIRRUPSSTRUC STRUCTURALSYMM SYMMETRICAL

T TENSIONTBE TOP OF BEAM ELEVATIONTDE TOP OF DECK ELEVATIONTEMP TEMPORARYTEMP STL TEMPERATURE STEELTFE TOP OF FOOTING ELEVATIONTHK THICKT & B TOP AND BOTTOMTO, T/ TOP OFTOS TOP OF STEELTOSL TOP OF SLABTL TOTAL LOADTLE TOP OF LEDGE ELEVATIONTSE TOP OF SLAB ELEVATIONTRANSV TRANSVERSETJ TRIPLE JOISTTWE TOP OF WALL ELEVATIONTYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V SHEARVERT VERTICALVIF VERIFY IN FIELD

W WEST, WIDTHW/ WITHW/O WITH OUTWP WORK POINTWPF WATER PROOFWS WATER STOPWT WEIGHTWWF WELDED WIRE FABRIC

HORIZ CORNER BARSTO MATCH WALL REINF

NOTE:SEE RELATED SECTIONSFOR WALL REINFORCING

VERT CORNER BAR TO MATCHVERT BARS IN SAME FACE(S

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LIC

E

CONTRACTOR OPTION:DWL BAR REPLACEMENTS

CONTRACTOR OPTION:DWL BAR REPLACEMENTS

d

1

1

MAX

SLOPE SIDE OF FTG STEP IFSOIL WILL NOT STAND VERTICAL

SEE PLAN AND/ORSCHED FOR FTG REINF

TFE (SEE PLAN)

S=8" OR 16" FORMASONRY WALLS

S=2'-0" MAX FORPOURED CONC WALLSOR PRECAST

d

S

2S

d

4" 4"

8" CONC WALL W/#4 @ 12" OC EW

#4 DWLS @ 12"OC

USE WHERE SIDEWALK MEETS STOOP

MATCH SIDEWALK

#4 DWLS @ 12" OC

8" CONC WALL W/#4 @ 12" OC EW(TYP 3 SIDES UNO)

TFE (SEE PLAN)

3 SIDES (UNO)

1' - 4"

6" VOID FORM ONCOMPACTED SOIL

#4 @ 12" OC EW#4 @ 12" OC EW

SEE PLANVERIFY W/ ARCH

5" (

MIN

)

#4 DWLS @ 12" OC

SLAB REINF(SEE PLAN)

8"

TOSL(SEE PLAN)

DOOR JAMB(BEYOND)

SLOPE

SEE RELATED SECTIONSFOR FOUNDATION INFO

1' -

0"

2 - #5 CONT

NOTES:1. VERIFY STOOPSLOPE W/ ARCH2. FOR CONCRETE FINISH, AGGREGATE, COLOR, JOINTPATTERNS, AND DIMS SEE ARCH/LANDSCAPE DWGS

CONTROL JOINT

CONC WALL

(CONTRACTORS OPTION)

HORIZONTAL REINF SHALLBE CONT THRU JOINT

2 X 4 KEYWAY @ CONSTR JNT

40'-0" (MAX) TO CONTROLOR CONSTRUCTION JNT

3/4"CHAMFER EA SIDE

2 5

/8"

3/4"

40'-0" (MAX) TO CONTROLOR CONSTRUCTION JNT

RUN EVERY OTHER HORIZBAR THRU CONTROL JNTSTAGGER @ EA FACE2 5/8"3/4"

NOTE:CONTRACTOR SHALL BE RESPONSIBLEFOR SHORING, SHEATHING OR OTHERWISEMAINTAINING THE SIDES OF THEEXCAVATION FROM CAVE-IN UNTIL ALLBACKFILL IS COMPLETED. BACKFILL ASPER SPECIFICATIONS. 1

2

2

11'-6"

MIN

10'-0"

BACKFILL ASPER SPECS

GROUND LINE

BACKFILL ASPER SPECS

TRENCHEXCAVATION

BOTTOM OF EXCAVATIONSHALL NOT EXTENDBELOW THIS LINE

3' - 3"

9"

NOTE:1. FOR PIPES 3'-0" OR LESS BELOW FTG,PROVIDE SLEEVE AND CONCRETE AS SHOWN.

2. FOR PIPES MORE THAT 3'-0" BELOW FTG,USE STEPPED FTG DETAIL TO GET WITHIN 3'-0" MAX

3 1

/12

8"1

' - 5

127

/128

"6

"

3'-0

"F

TG

6"

SLEEVE TO BE2" LARGERTHAN PIPE

PIPEPERPENDICULAR TOFOOTING

FOR PIPES IN THIS AREA, STEPFTG SO PIPES PASS THRU WALL

6"

"D" OF SLEEVE

NOTE:SAW CUTTING SHALL BE DONE AS SOON AS THECONCRETE HAS HARDENED SUFFICIENTLY TO PERMITCUTTING WITHOUT CHIPPING, SPALLING OR TEARING BUTNOT MORE THAN 12 HOURS AFTER POURING

TOSL (SEE PLAN) SAW CUT

1/2" 1/8"

1 1

/4"

T/4

(1

1/4"

MIN

)

T

1' - 0" 1' - 0"

#4 X 2'-0" SMOOTH DWLS @24" OC (GREASE ONE END)

CONST JOINT(SEE PLAN)

TOSL (SEE PLAN)

1 - #5 X 4'-0"(EA CORNER)

OPENING

1 - #5 (4 SIDES)

2'-0" (TYP)

2'-0

" (T

YP

)

3" T

YP

2 - #5 X 4'-0" REQ'D AT EACH CORNERUNLESS CONST JOINTS ARE PROVIDED

EDGE OF WALL,BLK, OR CONC

CONCRETE SLAB

CONST JOINTS

EDGE OF WALL,BLK, OR CONC

CONCRETE SLAB

REENTRANT CORNERS W/O CONST JOINTS REENTRANT CORNERS W/ CONST JOINTS

CONTRACTORS OPTION

4"

T

4"

T

NOTE: "T" = SLAB THICKNESS (SEE PLAN)

TOSL (SEE PLAN)SLAB REINF(SEE PLAN)

4"

T

#4 DWLS X 1'-4" LONG@ 24" OC (ALL AROUND)

TOSL (SEE PLAN)

8"

SLAB REINF(SEE PLAN)

TYPICAL SLAB DEPRESSION

SEE PLAN

SEE PLAN

TT

SE

E P

LAN

SE

E P

LAN

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

1403 1

22nd S

TR

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GLG/TDN

2014-275

08.20.2014

3/4" = 1'-0"S1.1

1 REINF AT CONC WALL INTERSECTIONS 3/4" = 1'-0"S1.1

2 STEPPED FOOTING DETAIL

1/2" = 1'-0"S1.1

3 STOOP DETAIL

3/4" = 1'-0"S1.1

4 WALL CONSTRUCTION JOINT 3/4" = 1'-0"S1.1

5 DETAIL FOR UTILITIES PARALLEL TO FOOTINGS

3/4" = 1'-0"S1.1

6 DETAIL FOR PIPES PERPENDICULAR TO FOOTINGS

3/4" = 1'-0"S1.1

7 SLAB ON GRADE CONTROL JOINT 3/4" = 1'-0"S1.1

8 SLAB ON GRADE CONSTRUCTION JOINT 3/4" = 1'-0"S1.1

9

ADDITIONAL REINF AT OPNGSIN SLAB ON GRADE

3/4" = 1'-0"S1.1

10 SLAB ON GRADE AT REENTRANT CORNERS 3/4" = 1'-0"S1.1

11 SLAB DEPRESSION

MARK DATE

TYPICAL NON-LOAD BEARINGWALLS AT STRUCTURE ABOVE

NON-LOAD BRGPARTITION WALL

BOTTOM OFSTRUCTURE

NOTES:1. VERTICAL SLIP CONNECTION IS REQUIRED AT ALL NON-LOADBEARING WALLS SHOWN OR NOT SHOWN ON STRUCTURAL PLANSSO WALLS DO NOT RECEIVE LOADS FROM THE STRUCTURALELEMENTS ABOVE AND BECOME BEARING.

2. SEE ARCHITECTURAL DRAWINGS FOR NON-LOAD BEARING WALLLOCATIONS

3/3

2"

ALL

OW

FO

R D

EF

L

UNLESS SHOWN OTHERWISE IN SPECIAL DETAILS LAP AND NAIL TOP PLATE ATINTERSECTION AS SHOWN BELOW.

8- 16d MIN BETWEEN SPLICES UNO2- 16d 4- 16d

16d @ 12" OC

SPLICE ON STUD CL

4'-0" MIN LAP

2- 10dEA SIDE

BLOCKING TO MATCHTRIMMER BELOW

6- 20d6- 20d

WOOD LINTEL SEEPLAN & SCHED

2X TRIMMER SEELINTEL SCHEDULE

(1) 2X 7'-0" MAX(2) 2X OVER 7'-0"

DBL STUDS EA SIDE OFOPENING MORE THAN 4'-0"IN WIDTH. SEE LINTEL SCHEDULEFOR MORE INFO.

(THIS DETAIL APPLIES TO BEARING AND NON-BEARING STUD WALLS)

SOLID BLOCKING BTWNPLYS OF HEADER @TRIMMERS (TYP)

BOUNDARY FASTENING(SEE SCHED FOR SPACING)

FIELD FASTENING(SEE SCHED FOR SPACING)

2X BLOCKING @ EACH HORZPANEL JOINT AS REQD. FORPLYWOOD SHEARWALLS ONLY(SEE SCHED)

EDGE FASTENERS(SEE SCHED FOR SPACING)

PANEL WIDTH

WA

LL H

EIG

HT

24"

MIN

IMU

M

PA

NE

L H

EIG

HT

(2) STUD MINIMUM

STAGGER JOINTS

NOTES: 1. SEE SCHEDULE FOR SHEAR WALL NAILING INSTRUCTIONS. 2. MATERIAL SHALL BE PLACED ON OUTSIDE FACE OF WALL OR AS INDICATED IN SCHEDULE. 3. FASTENERS SEE SHEAR WALL SCHEDULES. 4. 5/8" GYP SHEATHING (UNLESS NOTED OTHERWISE). 5. FASTENING PATTERN IS FOR FIRST LAYER OF GYP OR PLYWOOD SHEATHING ON TWO LAYER SYSTEMS.

ALLOWABLE NOTCH & BORED HOLE DIMENSIONS

BEARING STUDSJOIST & RAFTERS

4"

6"

8"

NOTE:1. HOLES/ NOTCHES/ SLOTS ARE NOT TO BE LOCATED ADJACENT TO UNSOUND OR LOOSE KNOTS2. NOT TO BE USED ON MICRO LAM BEAMS3. PREFERRED LOCATION OF NOTCH IS AT TOP OF MEMBER4. INSTALL PLATE PROTECTION OVER ALL ELECTRICAL & PLASTIC PIPE NOTCHES OR BORING

NOMINAL

3 1/2"

5 1/2"

7 1/4"

ACTUAL

5/8"

7/8"

1 1/4"

d/6

7/8"

1 3/8"

1 7/8"

d/4

1 1/8"

1 7/8"

2 3/8"

d/3

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

12" 11 1/4" 1 7/8" 2 7/8" 3 3/4"

14" 13 1/4" 2 1/4" 3 3/8" 4 3/8"

7/8"

1 3/8"

1 7/8"

.25W

1 3/8"

2 1/4"

2 7/8"

.40W

NON-BEARING STUDS

2 1/8"

3 1/4"

4 3/8"

.60W

NOTE: HOLES UP TO 60% ARE ALLOWED INBEARING WALLS AT DOUBLE STUD CONDITIONSPROVIDED NOT MORE THAN TWO SUCCESSIVEDOUBLE STUDS ARE SO BORED

NOTE: AT BEARING AND NON-BEARING WALLLOCATIONS WHERE THE HOLE SIZE THROUGHTHE STUDS EXCEEDS THE ABOVE ALLOWABLELIMITS (40% AND 60% RESPECTIVELY) PROVIDETWO ADDITIONAL STUDS PERPENDICULAR TOCUT STUD

CUT STUD

ADDITIONAL STUDS

.40W

.40W

5/8" MIN 5/8" MIN

.60W

NON-BEARINGSTUDS

.25W

.25W

5/8" MIN 5/8" MIN

.60W

BEARINGSTUDS

8" M

AX

W W

d/6

d d d

d/6

d d d

d/3

2"

HO

LES

OR

SLO

TE

S IN

AR

EA

2" M

IN D

IME

NS

ION

NO

NO

TC

HE

S/ D

RIL

LED

MAX NOTCH OR DRILLED HOLEPERMITTED IS 1/6 OF JOIST ORRAFTER DEPTH d/6 AS SHOWN

3"

MAX NOTCH PERMITTED AT JOISTEND IS ONE-FOURTH (d/4) OF JOISTDEPTH AS SHOWN

COMBINED ALLOWABLEIS ONE-SIXTH (d/6)DEPTH OF MEMBER

d/6

d/6 d

d/4

1/3 1/3 1/3

JOIST ORRAFTER(d = DEPTH)

1' -

0"

CONC WALL/ SLAB(SEE PLAN)

SHEAR WALLSEE SCHED

HOLD DOWNSEE SCHED

5/8" DIA ANCHOR(SEE SCHED FOR SPACING)

LOAD BEARINGWALL

16d NAILS @ 12" OCEA SIDE

PLAN VIEW

INTERIOR GYP BOARDSHEAR WALL (SEESCHED FOR FASTENING)

FASTENER TYPE REFERENCED IN PLANS EQUIVALENT PNEUMATIC NAIL AND DEPTH EQUIVALENT STAPLE GAGE AND DEPTH

1 - 6d

1 - 8d

1 - 10d

1 - 12d

1 - 16d

1 - 0.113" X 2"

1 - 0.131" X 2.5"

1 - 0.131" X 3"

1 - 0.120" X 3.25"

1 - 0.162" X 3.5" OR 2 - 0.131" X 3"

1 - 16 GAGE X 2"

1 - 14 GAGE X 3"

1 - 14 GAGE X 3"

2 - 14 GAGE X 3"

N/A

NOTES:

1. THIS TABLE IS TO BE USED AS A GUIDE FOR THE EQUIVALENT PNEUMATIC AND STAPLE SIZES ARE ALTERNATE REPLACEMENTS

2. SEE IBC TABLE 2304.9.1 "FASTENING SCHEDULE" FOR ADDITIONAL REQUIREMENTS.

TO THE COMMON NAIL SIZES CALLED OUT IN THE DOCUMENTS.

EQUIVALENT NAILING SCHEDULE

1. JOIST TO SILL OR GIRDER, TOENAIL2. BRIDGING TO JOIST, TOENAIL EACH END3. 1"x6" (25MMx152MM) SUBFLOOR OR LESS TO JOIST, FACE NAIL4. WIDER THAN 1" X 6"(25MMx152MM) SUBFLOOR TO JOIST, FACE NAIL5. 2" (52MM) SUBFLOOR TO GIRDER, BLIND AND FACE NAIL6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL7. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED W. PANELS8. TOP PLATE TO STUD, END NAIL9. STUD TO SOLE PLATE10. DOUBLE STUDS, FACE NAIL11. DOUBLE TOP PLATES, TYPICAL FACE NAIL12. DOUBLE TOP PLATES, LAP SPLICE13. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL14. RIM JOIST TO TOP PLATE, TOENAIL15. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL16. CONTINUOUS HEADER, TWO PIECES17. CEILING JOISTS TO PLATE, TOENAIL18. CONTINUOUS HEADER TO STUD, TOENAIL19. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL20. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL21. RAFTER TO PLATE, TOENAIL22. 1" (25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL23. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL24. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL25. BUILT-UP CORNER STUDS26. 2" PLANKS27. 2x6 BOX BEAM / HEADER28. BUILT-UP GIRDER AND BEAMS

(3-8d)(2-8d)(2-8d)(3-8d)

(2-16d)(16d @16" O.C.)(3-16d PER 16")

(2-16d)(2-16d END NAIL)(16d @ 24", O.C.)(16d @ 16" O.C.)

(8-16d)(3-8d)

(8d @ 6" O.C.)(2-16D)

(16d @ 16" O.C. ALONG EDGE)(3-8d)(4-8d)

(3-16d)(3-16d)(3-8d)(2-8d)(2-8d)(3-8d)

(16d @ 24" O.C.)(2-16d AT EACH SPLICE)

(12d @ 12" O.C.)(20d @ 32" O.C. AT TOP & BOTTOM AND STAGGERED 2-

20d AT ENDS AND AT EACH SPLICE)

16d NAILS @ 12" OCPER STUD IN POSTGROUP

NAIL PATTERNTO BE AS SHOWN

WOOD POSTSEE PLAN

ROOF TRUSSES TYPICAL

SIMPSON DTC ROOF TRUSS@ EA TRUSS LOCATION

1" M

IN

2 X 6 BLOCKING 24" OC W/ (2) 16dEACH END

ROOF TRUSSES TYPICAL

SIMPSON DTC ROOF TRUSS@ 24" OC MAX

1" M

IN

SHEATHING

16d NAILING THRU STUD

2x6 STUD

BRIDGING PER TRUSS DESIGN

TRUSS(BY SUPPLIER)

2x4

(3) 16d

2x4

TRUSS(BY SUPPLIER)

2x42x4

(2) 16dEACH MEMBER

30°

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

1403 1

22nd S

TR

EE

T -

SU

ITE

CC

HIP

PE

WA

FA

LLS

, W

I 54729

PH

ON

E: 715.8

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FA

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3610 O

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SIN

GLG/TDN

2014-275

08.20.2014

1/4" = 1'-0"S1.2

1 STUD WALL FRAMING @ OPENING 3/4" = 1'-0"S1.2

2 WALL SHEATHING DETAIL

3/4" = 1'-0"S1.2

3 TYPICAL HOLE/ NOTCH DETAIL

3/4" = 1'-0"S1.2

4 SHEAR WALL CONNECTION 3/4" = 1'-0"S1.2

5 END WALL DETAIL

3/4" = 1'-0"S1.2

6 STUD POST NAILING REQUIREMENTS

3/4" = 1'-0"S1.2

7 NON-LOAD BEARING WALL DETAIL

3/4" = 1'-0"S1.2

8 NON-LOAD BEARING WALL DETAIL

3/4" = 1'-0"S1.2

9 BRIDGING DETAIL (PLAN VIEW)

3/4" = 1'-0"S1.2

10 TRUSS BRACING DETAIL

3/4" = 1'-0"S1.2

11 TRUSS BRACING DETAIL

MARK DATE

2' - 8 1/2" 72' - 2" 8' - 0"

1' - 4 1/2" 73' - 6"

82' - 10 1/2"

4' -

4"

20' -

9"

2' -

4"

6"

22' -

2"

5' -

7"

27' -

5"

4"

1' - 4"

4" CONC SLAB-ON-GRADE REINFW/ 6 X 6 - W1.4 X W1.4 WWF

TOP OF SLAB EL = 0'-0"(SEE ARCH FOR FLOOR SLOPES

FINISHES & DEPRESSIONS REQD)

HATCHED AREA INDICATESCOOLER AREA (CONTRACTOR TOVERIFY SLOPE & ELEVATION ASREQD WITH EQUIPMENT)

1

S7.1

1

S7.1

1

S7.1

1

S7.1

1

S7.1

1

S7.1

SIM

3

S7.1

3

S7.1

3

S7.1

2

S7.1

3

S1.1

3

S1.1

1

S7.1

4

S7.1

WF2-0

WF2-0

WF1-8

WF

2-0

WF

2-0

WF

3-8

*

*

*

*

5

S7.1

SW

4

SW

4

SW

5

SW

5

*= DENOTES HOLDOWN (SEE SHEAR WALL SCHED)

8" W

ALL

FT

G

2' -

0"

8" W

ALL

FT

G

2' -

0"

8" WALL

FTG2' - 0"

8" W

ALL

FT

G

1' -

8"

8" W

ALL

8" WALL

FTG2' - 0"

TF

E =

-3'

- 4

"

TF

E =

-3'

- 4

"

TFE = -3' - 4"

TFE = -3' - 4"

TFE = -3' - 4"

TFE = -3' - 4" FD

FD

FD FD FD

FDFDFD

FD

S7.2

8

1

S7.3

= WOOD BEARING WALLS

*

*

**

FD=

DENOTES FLOOR DRAIN/ SLABSHALL BE PITCHED 1/2" FOR 5'-0"x 5'-0" SQUARE AT ALL FLOORDRAINS UNO REFER TOPLUMBING DRAWINGS FORLOCATIONS

EXTERIOR WALLS

NOTE: USE SW5 WALL CONDITION WHEN NO SHEAR

WALL INDICATION IS CALLED OUT ON PLAN FOR

EXTERIOR WALLS - HOLDOWNS NOT REQD IF NOT

INDICATED ON PLAN SEE NOTE E7 IN FRAMING SHEET

NOTES ON SHEET S2.2 FOR ANCHORS

TRIPLE 2 X 6 POST

TRIPLE 2 X 6 POST

TR

IPLE

2 X

6 P

OS

T

TR

IPLE

2 X

6 P

OS

T

TR

IPLE

2 X

6 P

OS

T

NOTE: CONTRACTORS OPTION TO

INCREASE DEPTH OF FOOTINGS

TO TFE=-4'-0" AS REQD FOR

STANDARD FORMING PURPOSES

AS REQUIRED

TR

IPLE

2 X

6 P

OS

T

TR

IPLE

2 X

6 P

OS

T

27' -

5"

81' - 6"

21' - 8" 10' - 9" 41' - 7" 7' - 6"

36' - 9 1/2" 4' - 9 1/2"

4' - 3 1/2" 6"

8" WALL

FTG1' - 8"

8" W

ALL

FT

G

1' -

8"

WF1-8

WF2-8WF2-0WF2-0

WF2-0

8" W

ALL

FT

G

2' -

0"

TF

E =

-3'

- 4

"

TF

E =

-3'

- 4

"

TF

E =

-3'

- 4

"

TF

E =

-3'

- 4

"

8" W

ALL

2' -

0"

FT

G

2

S7.1

1

S7.1

3

S1.1

6

S7.1

6

S7.1

PROVIDE ADDL HOLDOWNSPER DETAIL CALLOUT

9"

28' -

2"

WF

1-8

11

S7.3

FOUNDATION PLAN NOTES

A. GENERAL

1. SEE SHEET S1.0 FOR GENERAL STRUCTURA L NOTES AND TYPICAL DETAILS.

2. VERIFY ALL SLAB DEPRESSION DEPTHS AN D LOCATIONS WITH ARCHITECT, MECHANICAL, AND ELECTRICA L CONTRACTORS.

3. VERIFY DIMENSIONS OF STOOPS WITH ARC HITECT.

4. VERIFY SIZES AND LOCATIONS OF TUNNEL S, ELECTRICAL CELLS, PITS, PIPES, FLOOR DRAINS, TRENCHES AND FLOOR RECESSES WITH ARCHITECT, MECHANICAL, AND ELECTRICA L CONTRACTORS.

B. FOOTINGS

1. "F-" DENOTES COLUMN FOOTING MARK. SE E SCHEDULE ON SHEET S2.1 FOR SIZE AND REINFORCING.

2. "WF-" DENOTES WALL FOOTING MARK. SE E SCHEDULE ON SHEET S2.1 FOR SIZE AND REINFORCING.

3. ALL EXTERIOR CONTINUOUS FOOTINGS SHA LL BE 2'-0" WIDE X 1'-0" DEEP WITH 2 - #5 BOTTOM CONTINUOUS, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS AS DETAILED.

4. SEE PLAN FOR TFE (TOP OF FOOTING ELE VATION). SEE SHT S1.1 FOR STEPPED FOOTING DETAIL.

5. ALL FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS, UNLESS DIMENSIONED OTHERWISE.

6. PROVIDE DOWELS TO CMU WALLS ABOVE. DOWELS SHALL MATCH SIZE AND SPACING OF VERTICAL WALL REINFOR CING, UNLESS NOTED OTHERWISE. HOOKED WALL DOWELS SHALL BE TIED TO FOOTING REINFORCING BEFORE POURING CONCRETE.

C. SLAB ON GRADE

1. TOP OF SLAB ELEVATION = 0'-0" UNLESS NOTED OTHERWISE ON PLAN.

2. SLAB SHALL BE 4" THICK CONCRETE ON 6 " UNDISTURBED CLEAN GRANULAR SOILS OR PROPERLY COMPACTED STRUCTURAL FILL.

3. REINFORCE SLAB W/ 6X6 - W1.4 X W1.4 WWF CENTERED IN SLAB DEPTH OR 1.5 POUNDS OF POLYPROPYLENE FIBER PER CUBIC YARD OF CONCRETE.

4. PROVIDE SLAB CONTROL JOINTS (CJ) AND CONSTRUCTION JOINTS (CONSTR JT) AS DETAILED ON SHEET S1. 1. THE MAXIMUM CJ SPACING SHALL BE 12'-0" OC IN EACH DIRECTION WHEN WWF IS USED AS REINFORCING AND 10'-0" OC IN EACH DIRECTION WHEN POLYPROPYLENE FIBER IS USED AS REINFORCEMENT. CONSTR JT SHOULD BE LOCATED AT A CONTROL JT/GRID LINE AS REQUIRED. SUBMIT JOINT LAYOU T FOR REVIEW.

5. PROVIDE 2 - #5 X 4'-0" DIAGONAL REIN FORCING BARS AT ALL RE- ENTRANT CORNERS OF SLAB ON GRADE. SE E DETAIL ON SHEET S1.1.

6. SEE ARCHITECT FOR FLOOR SLOPES, DRAI NS, RECESSIONS AND DEPRESSIONS.

NOTES: 1. FASTENERS FOR GYP BOARD SHEATHING WALLS: 1a 6d - COOLER OR WALL BOARD NAILS OR 1-1/4" TYPE W OR S DRYWALL SCREWS OR 16 GA GALV STAPLES, 1-5/8" LONG. 1b 8d - COOLER OR WALL BOARD NAILS OR 15 GA GALV STAPLES 2-3/8" LONG. 2. NO UNSUPPORTED PANEL EDGES, ALL PANEL EDGES BACKED WITH 2X NOMINAL FRAMING TO MATCH WALL STUD SIZE WHERE NOTE 2 IS LABELED IN SCHEDULE. 3. SHEATHING SHOWN IS FOR SHEAR WALLS ONLY, ADDITIONAL LAYERS OF MATERIAL MAY BE REQUIRED FOR SOUND, FIRE RATINGS, WEATHER RESISTANCE, OR OTHER ARCHITECTURAL REASONS, SEE ARCHITECTURAL WALL TYPES FOR ADDITIONAL INFORMATION. 4. SEE FLOOR/ROOF FRAMING NOTES FOR WALL STUD SIZE, GRADE, AND SPACING. 5. FOR DETAIL OF WALL INTERSECTION AT SHEAR WALLS, SEE SHEET S1.2. 6. OK TO SUBSTITUTE OSB FOR PLYWOOD. 7. AT SHEAR WALL ENDS SEE DETAILS ON SHEET S1.2. 8. MAX STUD SPACING: 2 X 6 @ 16" OC/ 2 X 4 @ 12" OC MAX

SHEAR WALL SCHEDULE

MARKHOLDOWN AT ENDS5/8" DIA SIMPSON

TITEN SPACINGSEE NOTES

FASTENING PATTERN

PENETRATION/LENGTHFIELD SPACINGEDGE SPACINGWALL DESCRIPTION

SW-1

SW-2

SW-3

SW-4

1 LAYER 5/8" GYP BDBOTH SIDES OF WALL

NOT USED

NOT USED

1-3/4" LONG7" OC7" OC

1-3/4" LONG4" OC4" OC

1-3/4" LONGBASE PLY:6d

FACE PLY:8d

6d

6d

SIZE

1a, 8

1a, 8

1a, 1b, 2, 8

@ 48" OC N/A

@ 48" OC

@ 32" OC

N/A

N/A

SW-5

BASE PLY:9" OC

FACE PLY:7" OC

BASE PLY:9" 0C

FACE PLY:7" OC 2-3/8" LONG

-

-

CAPACITY

230plf

NOT USED

950plf

475plf

1 LAYER OF 1/2" PLYWOOD BOTHSIDES OF WALL (5/8" GYP BD

FOR FINISH AS REQD)

1 LAYER OF 1/2" PLYWOOD(EXTERIOR) AND 1 LAYER OF 5/8"

GYP BD (FINISH SIDE)

10d

10d

6" OC

12" OC

6" OC

12" OC

1-1/2" LONG

1-1/2" LONG

BLOCKED ORUNBLOCKED

UNBLOCKED

UNBLOCKED

BLOCKED

BLOCKED

BLOCKED

2, 6, 8

2, 6, 8

@ 32" OC

@ 32" OC

HDQ11-SDS2.5 W/ 1" DIAANCHOR BOLT

HDU8 W/ 7/8" DIA ANCHORBOLT

NOT USED

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

1403 1

22nd S

TR

EE

T -

SU

ITE

CC

HIP

PE

WA

FA

LLS

, W

I 54729

PH

ON

E: 715.8

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875

FA

X: 715.7

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668

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08.20.2014

3/16" = 1'-0"S2.1

1 FOUNDATION PLAN

WALL FOOTING SCHEDULE

MARK

SIZE

REINFORCING COMMENTSWIDTH THICKNESS

WF1-8 1' - 8" 1' - 0" 2-#5 X CONT BOTTOM

WF2-0 2' - 0" 1' - 0" 2-#5 X CONT BOTTOM

WF2-8 2' - 8" 1' - 0" 3-#5 X CONT BOTTOM

WF3-8 3' - 8" 1' - 0" #5 @ 12" OC EA WAY BOTTOMMARK DATE

5 1/2" 72' - 6"

5 1/2"

7' - 6 1/2" 5 1/2"

5 1/

2"3'

- 1

0 1/

2"

5 1/

2"

19' -

9"

5 1/

2"

1' -

10

1/2"

5 1/

2"

5 1/

2"26

' - 5

"5

1/2"

BRIDGING (BY SUPPLIER)





MECH UNIT2,200 LBS

MECH UNIT500 LBS

MECH UNIT3,300 LBS

MECH UNIT600 LBS

2 X

8 @

24"

OC

MA

X

10 3/4" +/-

1' - 7 1/4" +/-

DBL TRUSS AS REQD

TRUSS HEADER(BY SUPPLIER)

SLO

PE

DO

WN

SLO

PE

DO

WN

2 X

10

ME

MB

ER

S @

16"

OC

MA

X

ROOF HOOD (VERIFY W/ARCH & MECH)

DR

AG

ST

RU

T T

RU

SS

(T

2)

1

S7.2

1

S7.2

7

S7.2

4

S7.2 3

S7.2

2

S7.2

3

S7.2

SIM

3

S7.2

SIM

INT

SH

EA

R W

ALL

BE

LOW

= BEARING WALL BELOW

= SLAT WALL (BY OTHERS)

= INT SHEAR WALL BELOW

1

S7.3

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T2

T2

T2

T2

T2

T3

T3

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

T2

CANOPY BELOW(BY OTHERS)

NOTE: MECHANICAL IS ASSUMED AND

NOT KNOWN AT THE TIME OF ISSUE/

ALL MECHANICAL SUSPENDED AND ROOF

TOP UNITS REQUIRE COORDINATION

BETWEEN THE TRUSS SUPPLIER/

CONTRACTOR/ ENGINEER PRIOR TO TRUSS

FABRICATION & ERECTION

WL-3WL-3

WL-

3W

L-3

WL-

3

WL-3

WL-

1

WL-3

7

S7.3HUCQ TYP @ TRIPLE2 X 6 OR EQUAL

8

S7.3

8

S7.3

9

S7.3

DISH/SLED/BALLAST1,200 LBS

VERIFYLOCATION

WL-3 WL-3 WL-3

WL-3 WL-3 WL-3WL-3

WOOD TRUSSES @ 24" OC MAX WOOD TRUSSES @ 24" OC MAX

(VERIFY W/ ARCH & MECH)4'-0" DUCT SPACE +/-

APPROX 29' - 4 1/4" (VERIFY) TO DRAG STRUT TRUSS

5 1/

2"26

' - 5

"5

1/2"

5 1/

2"27

' - 2

"5

1/2"

5 1/2" 21' - 2 1/2"

5 1/2"

9' - 9" 5 1/2" 40' - 7 1/2" 5 1/2" 7' - 6 1/2" 5 1/2"

5 1/2" 72' - 6" 5 1/2"

3

S7.2

3

S7.2

BE

AR

ING

WA

LL T

O M

AT

CH

RO

OF

SLO

PE

10

S7.3

10

S7.3

SLOPE 2 X 10 MEMBERS TO MATCHADJACENT WOOD TRUSS ELEVATIONS

11

S7.3

FRAMING PLAN NOTES

A. GENERAL

1. SEE SHEET S1.0 FOR GENERAL STRUCTURA L NOTES AND TYPICAL DETAILS.

2. VERIFY ALL SLAB DEPRESSION DEPTHS AN D LOCATIONS WITH ARCHITECT, MECHANICAL, AND ELECTRICA L CONTRACTORS.

3. CONTRACTOR SHALL VERIFY EQUIPMENT WE IGHT, SIZE, LOCATION AND OPENING REQUIRED. CONTRACTOR SHALL COORDINATE ANY CHANGES WITH ENGINEER.

B. LINTELS

1. "L-" DENOTES WOOD LINTEL. SEE SHEET S2.2 FOR SCHEDULE.

C. WOOD TRUSSES

1. TRUSS BEARING ELEVATION SHALL BE 10' -8" UNLESS NOTED OTHERWISE.

2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO RESIST ALL LOADS INDICATED ON PLANS, NOTES, AND DETAILS. CALCULATIONS ARE REQUIRED AND SHOULD BE SIGNED AND ST AMPED BY A REGISTERED ENGINEER FOR REVIEW AND APPROVAL PRI OR TO FABRICATION. SEE GENERAL STRUCTURAL NOTES AND SPECIFI CATIONS FOR OTHER REQUIREMENTS.

3. DESIGN LOADS TOP CHORD LIVE = SEE GENERAL STRUCTURAL NOTES DEAD = 19 PSF (INCLUDES 4 PSF SELF WEIGHT) BOTTOM CHORD D EAD = 6 PSF

D. PLYWOOD DIAPHRAGMS

1. ROOF SHEATHING SHALL BE 5/8" APA RAT ED SHEATHING 40/20 EXPOSURE 1 PLYWOOD.

2. NAIL PLYWOOD TO FRAMING WITH 10D NAI LS @ 6" OC AT BOUNDARIES & PANEL EDGES, AND 10D NAILS @ 12" O C FIELD.

3. ALL DIAPHRAGM NAILING SHALL BE DONE WITH COMMON NAILS AND SHALL BE DRIVEN FLUSH BUT NOT FRACTU RE THE SURFACE OF THE SHEATHING. BOX OR SINKER NAILS MUST BE APPROVED PRIOR TO USE.

4. AS AN ALTERNATE TO HAND NAILING THE CONTRACTOR SHALL SUBMIT FOR APPROVAL THE SIZE AND TYPE OF NA IL USED FOR AUTOMATIC NAILING WITH THE APPROVED TECHNICAL DATA FOR ITS USE IN NAILING HORIZONTAL DIAPHRAGMS.

E. TIMBER CONSTRUCTION

1. TYPICAL EXTERIOR STUD WALLS SHALL BE 2X6 STUDS AT 16" OC WITH MID-HEIGHT BLOCKING UNLESS NOTE D OTHERWISE.

2. EXTERIOR STUD WALLS WITHIN 10'-0" OF OUTSIDE CORNERS SHALL BE 2X6 STUDS AT 16" OC WITH MID-HEIG HT BLOCKING UNLESS NOTED OTHERWISE.

3. INTERIOR LOAD BEARING STUD WALLS SHA LL BE 2X4 OR 2 X 6 STUDS AT 12" OC WITH MID-HEIGHT BLOCKING.

4. INTERIOR NON-LOAD BEARING STUD WALLS LESS THAN 11'-0" HIGH SHALL BE 2X4 STUDS AT 24" OC MAX.

5. INTERIOR NON-LOAD BEARING STUD WALLS BETWEEN 11'-0" AND 15'- 0" HIGH SHALL BE 2X4 STUDS AT 16" OC WITH MID-HEIGHT BLOCKING.

6. INTERIOR NON-LOAD BEARING STUD WALLS BETWEEN 15'-0" AND 18'- 0" HIGH SHALL BE 2X4 STUDS AT 12" OC WITH BLOCKING AT 6'-0" OC.

7. CONNECT ALL LOAD BEARING WALL SILL P LATE TO FOUNDATION WALL W/ 5/8" DIA SIMPSON TITEN HD ANCHOR @ 48" OC MAX UNO.

WOOD LINTEL SCHEDULE

LINTEL SIZETRIMMER

STUDS COMMENTSMARK

WL-1

WL-2

WL-3

WL-4

WL-5

KINGSTUDS

(3) 2X8

(2) 2X10

WL-6

(3) 1.75X11.25 LVL

(3) 1.75X16 LVL

1 2 -

2

2

2

3

4

3

3

2

3

4

-

-

-

-

-

NOTE:1. AT ALL INTERIOR WALL OPENING LOCATIONS, 1 KING STUD IS REQUIRED UNO2. FOR MECH OPENINGS 4'-0" AND UNDER USE WL-1.

(3) 2X10

(3) 1.75X9.25 LVLDATE:

DRAWN BY:

JOB NO.

SHEET NO.

1403 1

22nd S

TR

EE

T -

SU

ITE

CC

HIP

PE

WA

FA

LLS

, W

I 54729

PH

ON

E: 715.8

32.0

875

FA

X: 715.7

26.1

668

ww

w.r

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alle

yarc

hitects

.com

Str

uctu

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gin

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3610 O

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Eau C

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I 5

4701-7

807

715.5

52.5

336

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4 11

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GLG/TDN

2014-275

08.20.2014

3/16" = 1'-0"S2.2

1 ROOF FRAMING PLAN

MARK DATE

SEE PLAN/ SCHED

EQ 8" EQ

SC

HE

D

SE

E P

LAN

/

8"

PLA

NS

EE

TOSL (SEE PLAN)

SOG (SEE PLAN)

2 X 6 @ 16" OC(TYP EXTERIOR WALL)

WALL ANCHOR(SEE PLAN/ SCHED)

INSULATION/ BONDBREAKER (SEE ARCH)

CONC WALL REINF W/#4 @ 12" OC EW CENTERED

TFE (SEE PLAN)

INSULATION (SEE ARCH)

CONC FTG(SEE PLAN/ SCHED)

DWLS TO MATCHVERT WALL REINF

5"

3"

2 X 6 TREATEDSILL PLATE

PLYWOOD SHEATHING(SEE PLAN/ SCHED)

FINISHED GRADE(SEE ARCH/ CIVIL)

CONC SLAB @ SIM

SEE PLAN/ SCHED

EQ 8" EQ

SC

HE

D

SE

E P

LAN

/

8"

PLA

NS

EE

TOSL (SEE PLAN)

SOG (SEE PLAN)



TFE (SEE PLAN)




5"

3"

STOREFRONT/ GLASS(SEE ARCH/ BY SUPPLIER)


SEE PLAN/ SCHED

EQ 8" EQ

SC

HE

D

SE

E P

LAN

/

8"

PLA

NS

EE

TOSL (SEE PLAN)

SOG (SEE PLAN)





TFE (SEE PLAN)




2"



DRIVE LANE(SEE ARCH/ CIVIL)

PROVIDE CONCHAUNCH CONDITION W/RADIUS AS REQD (SEECIVIL)

SEE PLAN/ SCHED

EQ 1' - 10 1/2" EQ

SC

HE

D

SE

E P

LAN

/

PLA

NS

EE

TOSL (SEE PLAN)

SOG (SEE PLAN)




CONC WALL REINF W/#4 @ 12" OC EW EACH FACE

TFE (SEE PLAN)







PLA

N

SE

E

2'-8" MIN

1

1

TOSL (SEE PLAN)

SOG (SEE PLAN)

1'-4

" M

IN

SHEAR WALL(SEE PLAN/ SCHED)

WALL ANCHORS(SEE PLAN/ SCHED)

3 - #4 CONT

NOTE:CONTRACTOR TO COORDINATEWALL LOCATIONS FOR THICKENEDSLAB LOCATIONS AND LAYOUT

SEE PLAN/ SCHED

EQ 11" EQ

SC

HE

D

SE

E P

LAN

/

PLA

NS

EE

TOSL (SEE PLAN)

SOG (SEE PLAN)




CONC WALL REINF W/#4 @ 12" OC EW EACH FACE

TFE (SEE PLAN)







DATE:

DRAWN BY:

JOB NO.

SHEET NO.

1403 1

22nd S

TR

EE

T -

SU

ITE

CC

HIP

PE

WA

FA

LLS

, W

I 54729

PH

ON

E: 715.8

32.0

875

FA

X: 715.7

26.1

668

ww

w.r

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alle

yarc

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.com

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3610 O

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GLG/TDN

2014-275

08.20.2014

3/4" = 1'-0"S7.1

1 TYPICAL WALL SECTION 3/4" = 1'-0"S7.1



4 TYPICAL WALL SECTION

3/4" = 1'-0"S7.1

5 THICKEN SLAB @ INT SHEAR WALL

3/4" = 1'-0"S7.1

6 TYPICAL WALL SECTION

MARK DATE

10'-8"

ELEVATION (SEE ARCH)

2-2 X 6 TOP PLATE

2 X 6 AT 16" O.C.

SECOND TRUSS BAYTYPICAL

PLYWOOD ROOF DECKELEVATION VARIES

(6) 16d

10d @ 6" O.C.

2 X 6 BLOCKING@ 48" OC (UNO)

U-26 HANGER EA.END OF BLOCKING

2 X 6 @ 4'-0" OC

2 X 4 BRIDGINGPER TRUSSDESIGN

(6) 16d

(2) 2 X 6 DBL PLATE

LINTEL (SEE PLAN/ SCHED)

SIMPSON A35 CLIP(BEYOND) FROM STUDADJACENT TO BRACE TODBL PLATE

E.N.

E.N.

2 X 6 BLKG

S7.2

6

PROVIDE DBL 2 X 6 BLOCKINGAS REQD @ SLAT WALL ANCHORLOCATIONS (VERIFY LOCATIONSW/ WALL SUPPLIER) TYPICAL

PROVIDE DBL 2 X 6 BLOCKINGAS REQD @ SLAT WALL ANCHORLOCATIONS (VERIFY LOCATIONSW/ WALL SUPPLIER) TYPICAL

LINTEL (SEE PLAN/ SCHED)

(2) 2 X 6 DBL PLATE

(6) 16dSIMPSON A35 CLIP(BEYOND) FROM STUDADJACENT TO BRACE TODBL PLATE

10'-8"

E.N.

2X 4 BRIDGINGPER TRUSSDESIGN

2 X 6 @ 4'-0" OC

U-26 HANGER EAEND OF BLOCKING

E.N.

2 X 6 BLOCKING

2 X 6 PARAPET(16" OC MAX)

DBL 2X TOP PLATE

SECOND TRUSS BAYTYPICAL

PLYWOOD ROOF DECKEL VARIES

(6) 16d

10d @ 6" OC

2 X 6 BLOCKING@ 48" OC (UNO)

S7.2

6

10'-8"

E.N.

A35 TRUSS TOPLATE (TYP)

E.N.

B.N.

TRUSS W/ PARAPET24" OC MAX

PLYWOOD

PLYWOOD

DBL 2X TOP PLATE

CONT 2 X 6 DBL PLATE

2 X 6 @ 16" OC MAX

2 X BLOCKINGTYPICAL

NOTE: REF 1S7.2 @ SIMCONDITION (SLAT WALLLOCATION)

NOTE: REF 1S7.2 @ SIMCONDITION (SLAT WALLLOCATION)

10'-8"

E.N.

B.N.

TRUSS W/ PARAPET24" OC MAX

PLYWOOD

PLYWOOD

DBL 2X TOP PLATE


2 X 6 @ 16" OC MAX

2 X BLOCKINGTYPICAL

S7.2

10

S7.2

5

CENTERLINE OFCANOPY ATTACHMENT(VERIFY)

SIMPSON A35EA END

(3) 2X10 BLOCKINGFOR CANOPYATTACHMENT TYP

2 X 6 DBL TOP PLATE

TRUSS BRG

H3 HORIZ @ EA STUD

2 X 6 BLOCKING TYP

BOUNDARY NAILS

PLYWOOD

16d @ 6" OC TYP

E.N.

2 X 6 X CONT LEDGER

TOP OF LEDGER(EL VARIES)

10'-8"

1/2" PLYWOOD

(2) 2 X 6 DBL PLATE

2 X 4 @ 16" OC

(4) 16d (TYP)

MTL LOUVER (SEEARCH)

PLYWOOD ROOF DECK(ELEVATION VARIES)

2X4 @ EACH STUD TOSTUD

2X6 BLOCKING

2X6 @ 16" O.C.

2X4 @ 16" O.C.(2) 2x6 DBL PLATE

PLYWOOD SHEATHING

DBL 2 X 6 BLOCKING

SIMPSON U26-2 @ DBL 2 X 6EACH END

TRUSS (BY SUPPLIER)

E.I.F.S.

BOLTS (BYOTHERS)

CANOPY (BYOTHERS)

PIPE SLEEVE ASREQD (VERIFYFINISH W/ ARCH)

SIMPSON A34FRAMING ANCHOR(TOTAL OF 4)

3 - 2 X 10 BLOCKING

ANGLE IRON BRACINGSPACE STUDS AS NEEDED

(2) - 2 X 6 STUDSEACH SIDE OFBLOCKING W/2- 12d NAILS INTOEACH OF THE 2x10BLOCKING MEMBERS

PLYWOOD ROOFDECK SHEATHING

(2) SIMPSON PSCL PANELSHEATHING CLIPS EQUALLYSPACED BETWEEN EACHTRUSS/SUPPORT

TYPICAL CONDITION @ ROOFSHEATHING JOINT BETWEENJOIST OR TIMBER SUPPORTS

2 X 8 VERT LAPPED TOSIDE OF TRUSS

(4) 10d NAILS INTO TOPAND BOTTOM CHORD

(2) 10d NAILS INTOCROSSING WEB MEMBER

NUTS

3" FENDERWASHERS

(2) 2 X 6 W/ SIMPSON LUS26-2HANGER EA END @ 32" OC

ALL-THREAD HANGING ROD (REFARCH OR EQUIPMENTMANUFACTURED FORRECOMMENDED DIAMETER)

(3) 2x6 FULL HEIGHT@ EACH CORNER

STOREFRONTPER ARCH

HOLDOWN PERSHEARWALLSCHEDULE

SIMPSONHTT5

1/2" PLYWOOD

2 X 6 @ 16" OCMAX TYP

HOLDOWN PERSHEARWALLSCHEDULE

SIMPSONHTT5

TRIPLE 2 X 6 @ HOLDOWNTYPICAL

TRIPLE 2 X 6 @ HOLDOWNTYPICAL

DATE:

DRAWN BY:

JOB NO.

SHEET NO.

1403 1

22nd S

TR

EE

T -

SU

ITE

CC

HIP

PE

WA

FA

LLS

, W

I 54729

PH

ON

E: 715.8

32.0

875

FA

X: 715.7

26.1

668

ww

w.r

iverv

alle

yarc

hitects

.com

Str

uctu

ral

En

gin

ee

rs

3610 O

akw

ood H

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Park

way

Suite 2

Eau C

laire, W

I 5

4701-7

807

715.5

52.5

336

ww

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8/20

/201

4 11

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NE

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GLG/TDN

2014-275

08.20.2014

3/4" = 1'-0"S7.2

1 SECTION/ DETAIL

3/4" = 1'-0"S7.2

2 SECTION/ DETAIL 3/4" = 1'-0"S7.2

3 SECTION/ DETAIL 3/4" = 1'-0"S7.2

4 SECTION/ DETAIL

12" = 1'-0"S7.2

5 SECTION/ DETAIL

3/4" = 1'-0"S7.2

6 TYPICAL SECTION/ DETAIL @ LAP SIDE WALLS 12" = 1'-0"S7.2

7 SECTION/ DETAIL

1" = 1'-0"S7.2

9 SECTION/ DETAIL

12" = 1'-0"S7.2

10 SECTION/ DETAIL

1" = 1'-0"S7.2

11 SECTION/ DETAIL

3/4" = 1'-0"S7.2

12 SECTION/ DETAIL 12" = 1'-0"S7.2

8 PLAN VIEW AT TOWER TYPCIAL MARK DATE

MAIN LEVEL0"

JOIST BEARING10' - 8"

2' -

8"

TR

US

S D

EP

TH

10' -

8"

5 1/2" 26' - 5" 5 1/2"

SLOPE DOWN (1/4" MIN) 3'-6

" T

RU

SS

DE

PT

H10

' - 8

"


7' -

11"

(V

ER

IFY

W/ A

RC

H)

9' -

10"

(V

ER

IFY

W/ A

RC

H)

27' - 4" (VERIFY W/ ARCH)

NOTE: ALIGN ALL TRUSS VERT MEMBERS

2 X 6 MIN

2 X 6 MIN

2 X

6 M

IN

2 X

6 M

IN

16" DIA MIN CLEARANCETYP (VERIFY W/ MECH)

2 X 4 VERT & BRACEMEMBERS MIN TYP

2' -

8"

NOTE: SEE FRAMING SHEET NOTES/GENERAL STRUCTURAL NOTES/DRIFT DIAGRAM FOR LOADING INFO

30PSFWIND

30PSFWIND

TRUSS SUPPLIER TOPROVIDE DBL PARAPETMEMBERS AS REQDFOR LOADING TYP



2 X 6 MIN

2 X 6 MIN

2 X

6 M

IN

2 X

6 M

IN




30PSFWIND


7' -

11"

(V

ER

IFY

W/ A

RC

H)

9' -

10"

(V

ER

IFY

W/ A

RC

H)


30PSFWIND

NOTE: LOADS ARE IN ADDITION TO THETYPICAL SNOW LOADING (SEE GENERALSTRUCTURAL NOTES FOR INFO)

31PSF

40PSF

31PSF

(6'-0

")

(7'-10")

40PSF

(6'-0

")

(7'-0")

SIMPSON DTC CLIPS@ 1'-0" OC

2 X WALL(SEE PLAN & ARCH)

ROOF TRUSS(SEE PLAN)

PROVIDE DBL 2 XTOP PLATE

TRUSS DESIGNERTO DESIGN TRUSSFOR LATERAL INPLAN LOAD OF:375plf

2 X 6 BLOCKING @ 48" O.C.W/ U26 HANGER EACH END ALIGNW/ BRACE

2 X 4 BRACE @ 48" O.C. W/(4) 10d TO BLKG

H3 @ EACH BRACE TODOUBLE TOP PLATE

E.N.

B.N.

PLYWOOD

PLYWOOD


2 X 6 @ 16" OC MAX

2 X BLOCKINGTYPICAL

2 X JOIST (SEE PLAN)

PROVIDE H3 @ EASTUD LOCATION

2 X 10 X CONT W/ 2-16dNAILS TO BLOCKING/ STUDS @10" OC MAX

E.N.

B.N.

PLYWOOD

PLYWOOD


2 X 6 @ 16" OC MAX

2 X BLOCKINGTYPICAL


2 X 8 X CONT LEDGER W/ 2-3/8"DIA X 4 1/2" MIN LAG BOLT @EACH STUD LOCATION (16" OCMAX)

PROVIDE LUS28 HANGERTYPICAL OR EQUAL



2 X 6 MIN

2 X 6 MIN

2 X

6 M

IN

2 X

6 M

IN




30PSFWIND


30PSFWIND


7' -

11"

(V

ER

IFY

W/ A

RC

H)

7' -

11"

(V

ER

IFY

W/ A

RC

H)



2 X 6 MIN

2 X 6 MIN

2 X

6 M

IN

2 X

6 M

IN




30PSFWIND


30PSFWIND


7' -

11"

(V

ER

IFY

W/ A

RC

H)

8' -

6"

(VE

RIF

Y W

/ AR

CH

)

B.N.

PLYWOOD


2 X 6 @ 16" OC MAX

2 X BLOCKINGTYPICAL


2 X 8 X CONT LEDGER W/ 2-3/8"DIA X 4 1/2" MIN LAG BOLT @EACH STUD LOCATION (16" OCMAX)

PROVIDE LUS28 HANGERTYPICAL OR EQUAL

MATCH SLOPE OFROOF CONDITION

MAIN LEVEL0"


27' - 10"

SLOPE DOWN (1/4" MIN)

2' -

8"

TR

US

S D

EP

TH

10' -

8"

3'-6

" T

RU

SS

DE

PT

H10

' - 8

"

2 X MEMBERS BEYONDTO MATCH TRUSS SLOPE

5 1/2" 26' - 5" 11 1/2"

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3/16" = 1'-0"S7.3

1 BUILDING SECTION

1/4" = 1'-0"S7.3

2 TRUSS T1

1/4" = 1'-0"S7.3

3 TRUSS T2

3/32" = 1'-0"S7.3

6 DRIFT DIAGRAM

3/4" = 1'-0"S7.3

7 INTERIOR SHEAR WALL DETAIL

3/4" = 1'-0"S7.3

8 SECTION/ DETAIL

3/4" = 1'-0"S7.3

9 SECTION/ DETAIL

1/4" = 1'-0"S7.3

4 TRUSS T3

1/4" = 1'-0"S7.3

5 TRUSS T4

3/4" = 1'-0"S7.3

10 SECTION/ DETAIL

MARK DATE

3/16" = 1'-0"S7.3

11 BUILDING SECTION

E1.1

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NEW TACO BELL RESTAURANT FOR - hoeftbuilders.com · c:\revit locals\14-054 johnson creek taco bell - ess.rvt jeffann, llc new taco bell restaurant for johnson creek, wisconsin new