DATE: DRAWN BY: JOB NO. SHEET NO. 1403 122nd STREET - SUITE C CHIPPEWA FALLS, WI 54729 PHONE: 715.832.0875 FAX: 715.726.1668 www.rivervalleyarchitects.com GENERAL NOTES BUILDING INFORMATION PROJECT DIRECTORY SHEET INDEX LOCATION MAP PROJECT LOCATION: 8/20/2014 2:52:47 PM C:\Revit Locals\14-054 Johnson Creek Taco Bell - ess.rvt JEFFANN, LLC NEW TACO BELL RESTAURANT FOR JOHNSON CREEK, WISCONSIN NEW TACO BELL RESTAURANT FOR JEFFANN, LLC JOHNSON CREEK, WISCONSIN 08.20.2014 T1.0 ESS 14-054 JEFFANN, LLC W2657 STATE ROAD 33 MAYVILLE, WI 53050 PHONE: 920.210.3528 TITLE T1.0 TITLE SHEET CIVIL C1.1 EXISTING SITE AND DEMOLITION PLAN C2.1 SITE PLAN C3.1 UTILITY PLAN C4.1 GRADING AND EROSION CONTROL PLAN C5.1 CIVIL DETAILS LANDSCAPE L1.1 SITE LANDSCAPE PLAN ARCHITECTURAL A1.2 SITE DETAILS A1.3 SITE DETAILS A2.1 FLOOR PLAN A2.2 EGRESS PLAN, ACCESSIBILITY DETAILS & WALL TYPES A2.3 EQUIPMENT AND SEATING PLAN AND FLOOR FINISH PLAN A3.1 EQUIPMENT SCHEDULE A3.2 FINISH SCHEDULE, DOOR & WINDOW ELEVATIONS AND SCHEDULES A4.1 INTERIOR ELEVATIONS DINING ROOM A4.2 INTERIOR ELEV. ENLARGED RESTROOMS & OFFICE PLAN A4.3 INTERIOR ELEVATIONS KITCHEN A5.1 EXTERIOR ELEVATIONS A5.2 EXTERIOR ELEVATIONS A6.1 BUILDING SECTIONS A7.1 WALL SECTIONS A7.2 WALL SECTIONS A8.1 CONSTRUCTION DETAILS ROOF A8.2 CONSTRUCTION DETAILS DOOR/WINDOW A8.3 CONSTRUCTION DETAILS WALL A8.4 FINISH DETAILS A8.5 CONSTRUCTION DETAILS INTERIOR A9.1 REFLECTED CEILING PLAN A9.2 ROOF PLAN STRUCTURAL 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 S7.2 SECTIONS AND DETAILS S7.3 SECTIONS AND DETAILS ELECTRICAL E1.1 SITE LIGHTING PLAN 425 WRIGHT ROAD JOHNSON CREEK, WISCONSIN NORTH E S W OWNER: ARCHITECT: CIVIL DESIGN: STRUCTURAL DESIGN: ELECTRICAL DESIGN: RIVER VALLEY ARCHITECTS, INC. 1403 122nd STREET - SUITE C CHIPPEWA FALLS, WI 54729 PHONE: 715.832.0875 ADVANCED ENGINEERING CONCEPTS, LLC 635 FAIRFAX STREET ALTOONA, WI 54720 PHONE: 715.552.0330 ERICKSEN ROED AND ASSOCIATES 3610 OAKWOOD HILLS PARKWAY - SUITE 2 EAU CLAIRE, WI 54701 PHONE: 715.552.5336 ACA 406 TECHNOLOY DRIVE E., SUITE A MENOMONIE, WI 54751 PHONE: 715.232.8490 • THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING UTILITIES AND EASEMENTS. • ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL, STATE AND NATIONAL CODES FOR RESPECTIVE TRADES. • DO NOT SCALE DRAWINGS. • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. • PROVIDE ILLUMINATED EXIT LIGHTS AT ALL EXTERIOR DOORS PER PLAN. • PROVIDE FIRE EXTINGUISHERS AT THE LOCATIONS SHOWN ON THE PLANS. • EXIT DOORS SHALL HAVE SUCH FASTENING OR HARDWARE THAT THEY CAN BE OPENED FROM THE INSIDE BY TURNING A SINGLE LEVER (USING A CLOSED FIST) WITHOUT THE USE OF A KEY. • PROVIDE ACCESS FOR THE DISABLED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. 1CC/ANSI A117.1- 2003. • PROVIDE A DESIGNATED SPACE ADJACENT TO THE BUILDING FOR THE SEPARATION, TEMPORARY STORAGE AND COLLECTION OF RECYCLABLE MATERIALS. • DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED, BUT NOT SHOWN, OR SHOW, BUT NOT SPECIFIED SHALL BE PERFORMED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EXPANSION/CONTROL JOINTS IN ALL MATERIALS, SYSTEMS AND BUILDING CONFIGURATIONS INCLUDING CAULKING AS REQUIRED. JOINTS SHALL BE PLACED NO MORE THAN 30 TIMES THE SLAB THICKNESS O.C. BOTH DIRECTIONS IN CONCRETE SLABS, 20' TO 25' O.C. FOR MASONRY WALLS AND 20' TO 30' O.C. BOTH DIRECTIONS FOR GYPSUM BOARD WALLS, SOFFITS, CEILINGS, ETC. • THERE IS SOME OVERLAP BETWEEN ARCHITECTURAL AND STRUCTURAL PLANS. REVIEW COMPLETE PLANS FOR ARCHITECTURAL/STRUCTURAL WORK. • INFORMATION PERTAINING TO EXISTING CONDITIONS IS BASED ON AVAILABLE RECORDS AND/OR VISUAL INSPECTION OF THE EXISTING CONDITIONS. WHILE SUCH DATA HAS BEEN COLLECTED WITH REASONABLE CARE, THERE IS NO EXPRESS OR IMPLIED GUARANTEE THAT CONDITIONS SO INDICATED ARE ENTIRELY REPRESENTATIVE OF THOSE ACTUALLY EXISTING. CONTRACTORS SHALL NOTIFY THE ARCHITECT AT ONCE OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ENCOUNTERED. ALL EXISTING BUILDING/FLOOR HEIGHTS AND DIMENSIONS WHERE NEW WORK OCCURS SHALL BE VERIFIED BY ALL TRADES PRIOR TO STARTING CONSTRUCTION. • THE OWNER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING BUILDING FLOOR ELEVATION. SLOPE GRADE AWAY FROM BUILDING TO INSURE PROPER DRAINAGE OF ALL SURFACES. VERIFY BUILDING ELEVATION AND ALL SITE GRADING WITH OWNER. ALL GRADING WORK OF MORE THAN ONE ACRE SHALL REQUIRE A WATER RESOURCES APPLICATION FOR PROJECT PERMITS (WRAPP) BE FILED WITH THE DNR. • THE OWNER AND/OR CLIENT HAS ASSUMED RESPONSIBILITY FOR ALL BIDDING, CONSTRUCTION OBSERVATION AND RELATED DETAILS. • ALL DETAILS NOT INDICATED SHALL BE THE RESPONSIBILITY OF 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 SURVEYING 635 FAIRFAX STREET ALTOONA, WI 54720 PHONE: 715.514.4116 MARK DATE GENERAL CONTRACTOR: HOEFT BUILDERS, INC. 2423 RIVERSEDGE DRIVE #1 ALTOONA, WI 54720 PHONE: 715.833.1761
38
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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:
52:4
7 PM
C:\R
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Loca
ls\1
4-05
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reek
Tac
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t
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)
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.
• 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
evit
Loca
ls\1
4-05
4 Jo
hnso
n C
reek
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
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.
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
ACCESSIBLEENTRANCE/EXIT
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
www.r
iverv
alle
yarc
hite
cts
.com
8/20
/201
4 2:
51:3
0 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
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
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
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
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"
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 (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"
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:
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"
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
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I 5472
9PHO
NE: 71
5.8
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875
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5.7
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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
C:\R
evit
Loca
ls\1
4-05
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TACO
BELL R
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ANT F
OR
JEFFANN, LLC
JO
HNSO
N C
REEK, W
ISCO
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.
TREATED BOTTOM PLATE,TYP. SEE STRUCTURAL FORANCHOR BOLT REQUIREMENTS
CONC. FOUNDATION,SEE STRUCTURAL
2" RIGID INSULATION
BLOCKING
PREFINISHED METALCOPING
TYPICAL FLOOR SYSTEM
1" RIGID INSULATION
T.O. SLAB0"
B.O. VALANCE9' - 0"
T.O. PARAPET 220' - 9"
T.O. SLAT WALL21' - 0"
TRUSS BRG.10' - 8"
SLAT WALL BY VENDOR
SIGN WHERE OCCURS.SEE ELEVATIONS
LED LIGHTSEE ELECTRICAL PLANS
LED LIGHTSEE ELECTRICAL PLANS
LED LIGHTSEE ELECTRICAL PLANS
A8.1
2
A8.3
4
T.O. VALANCE11' - 7 1/2"
B
BLOCKING
DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD
TYPICAL ROOF SYSTEM
CONC. FOUNDATION,SEE STRUCTURAL
2" RIGID INSULATION
PREFINISHED METALCOPING
TYPICAL FLOOR SYSTEM
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
hite
cts
.com
8/20
/201
4 2:
52:2
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
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"
T.O. PARAPET18' - 10"
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
EIFS BAND ELEV - HIGH17' - 5"
A
B
(2) 2x6 CONT. TOPPLATES
BLOCKING
DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD
TYPICAL ROOF SYSTEM
TREATED BOTTOM PLATE,TYP. SEE STRUCTURAL FORANCHOR BOLT REQUIREMENTS
CONC. FOUNDATION,SEE STRUCTURAL
2" RIGID INSULATION
PREFINISHED METALCOPING
TYPICAL FLOOR SYSTEM
1" RIGID INSULATION
A8.3
4
T.O. SLAB0"
T.O. PARAPET18' - 10"
TRUSS BRG.10' - 8"
TYPICAL ROOF SYSTEM
EIFS BAND ELEV - HIGH17' - 5"
TREATED BOTTOM PLATE,TYP. SEE STRUCTURAL FORANCHOR BOLT REQUIREMENTS
FIBROUS EXPANSION JOINTMATERIAL, TYP.
4" CONC. SLAB OVER 6 MILPOLY VAPOR BARRIER OVER6" COMP. GRANULAR FILL
CONC. FOUNDATION,SEE STRUCTURAL
A8.1
2
BLOCKING
PREFINISHED METALCOPING
2" RIGID INSULATION
A8.3
4
A
B
DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD
T.O. SLAB0"
T.O. PARAPET18' - 10"
B.O. VALANCE9' - 0"
TRUSS BRG.10' - 8"
A8.1
2
A8.3
4
EIFS BAND ELEV - HIGH17' - 5"
THICK EIFS TRANSITION9' - 0"
A
B
BLOCKING
DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD
TYPICAL ROOF SYSTEMAT COOLER/FREEZER
TREATED BOTTOM PLATE,TYP. SEE STRUCTURAL FORANCHOR BOLT REQUIREMENTS
CONC. FOUNDATION,SEE STRUCTURAL
2" RIGID INSULATION
PREFINISHED METALCOPING
TYPICAL FLOOR SYSTEM
1" RIGID INSULATION
DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD
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
TREATED BOTTOM PLATE,TYP. SEE STRUCTURAL FORANCHOR BOLT REQUIREMENTS
CONC. FOUNDATION,SEE STRUCTURAL
2" RIGID INSULATION
4" CONC. SLAB OVER 6 MILPOLY VAPOR BARRIER OVER6" COMP. GRANULAR FILL
FIBROUS EXPANSION JOINTMATERIAL, TYP.
BLOCKING
DURA-LAST ROOFINGMEMBRANE OVER 1/2"EXTERIOR GRADE PLYWD
TYPICAL ROOF SYSTEM
PREFINISHED METALCOPING
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
0 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
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
SCHEDULE ROOF DECK andROOF OPENING SUPPORT
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
SCHEDULE ROOF DECK andROOF OPENING SUPPORT
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
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
NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATION REGARDINGWATER PROOFING AT AND NEAR WINDOWS / DOORS
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"
NOTE: SEE DETAIL 16/A8.2 FOR ADDITIONAL INFORMATION REGARDINGWATER PROOFING AT AND NEAR WINDOWS / DOORS
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.
HOLD 3/8"SPACE FORBACKER ROD
PLYWOODSHEATHING
BACKER RODSEALANT
HOLD 3/8"SPACE FORBACKER ROD
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
HEADER - SEESTRUCTURAL
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
HEADER - SEESTRUCTURAL
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
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
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.
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
WALL FINISH PER INTERIORELEVATIONS
GYP. BD.
WALL SUBSTRATE PER SHT.A1.0
COVE BASE TILE - SETFLUSH W/ FLOOR TILE
WALL FINISH PER INTERIORELEVATIONS
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
www.r
iverv
alle
yarc
hite
cts
.com
8/20
/201
4 2:
52:3
5 PM
C:\R
evit
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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
A8.4Author
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.
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
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
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
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
E
SW
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
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
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.▲
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
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
EE
SC
HE
DU
LE)
LAP
SP
LIC
E
(SEE SCHEDULE)
LAP SPLICE
DOWELS TO MATCHWALL REINF
NOTE:SEE RELATED SECTIONSFOR WALL REINFORCING
CONSTRUCTIONJOINT (OPTIONAL)
1' - 0" (MIN)
1' - 0" MIN
1' -
0"
MIN
HORIZ CORNER BARSTO MATCH WALL REINF
NOTE:SEE RELATED SECTIONSFOR WALL REINFORCING
VERT CORNER BAR TO MATCHVERT BARS IN SAME FACE
(SE
E S
CH
ED
ULE
)
LAP
SP
LIC
E
(SEE SCHEDULE)
LAP SPLICE
1' - 0" MIN
1' -
0"
MIN
(SE
E S
CH
ED
)
LAP
SP
LIC
E
90 DEG STD HKOR 1'-0" MIN
DOWELS TO MATCHWALL REINF
NOTE:SEE RELATED SECTIONSFOR WALL REINFORCING
CONSTRUCTIONJOINT (OPTIONAL)
90 DEG STD HKOR 1'-0" MIN
1' - 0"
(SE
E S
CH
ED
)
LAP
SP
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
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:
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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
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
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PH
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32.0
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FA
X: 715.7
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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)
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"
STOREFRONT/ GLASS(SEE ARCH/ BY SUPPLIER)
FINISHED GRADE(SEE ARCH/ CIVIL)
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
2"
2 X 6 TREATEDSILL PLATE
PLYWOOD SHEATHING(SEE PLAN/ SCHED)
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)
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 EACH FACE
TFE (SEE PLAN)
INSULATION (SEE ARCH)
CONC FTG(SEE PLAN/ SCHED)
DWLS TO MATCHVERT WALL REINF
2 X 6 TREATEDSILL PLATE
PLYWOOD SHEATHING(SEE PLAN/ SCHED)
FINISHED GRADE(SEE ARCH/ CIVIL)
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)
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 EACH FACE
TFE (SEE PLAN)
INSULATION (SEE ARCH)
CONC FTG(SEE PLAN/ SCHED)
DWLS TO MATCHVERT WALL REINF
2 X 6 TREATEDSILL PLATE
PLYWOOD SHEATHING(SEE PLAN/ SCHED)
FINISHED GRADE(SEE ARCH/ CIVIL)
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
ills
Park
way
Suite 2
Eau C
laire, W
I 5
4701-7
807
715.5
52.5
336
ww
w.e
raeng.c
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8/20
/201
4 11
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09 A
M
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au01
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08.20.2014
3/4" = 1'-0"S7.1
1 TYPICAL WALL SECTION 3/4" = 1'-0"S7.1
2 TYPICAL WALL SECTION 3/4" = 1'-0"S7.1
3 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