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JAN 2012 GLMV ARCHITECTURE
T.
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ARCHITECTURAL SITE PLAN 1"=20'-0" A
LAND BUILDING PARKING DATA B
SP1.0
ARCHITECTURALSITEPLAN
NORTH
2
PROPOSED 2,341.3 SQUARE FOOT TACO BELL WITH OUTDOOR PATIO
MONUMENT SIGN 'A' 6'-6" HIGH X 8'-0" WIDE GROUND SIGN. REFER TOSHEET SP-4.0.
LANDSCAPE AREA - SEE LANDSCAPE PLANS FOR DETAILS
ASPHALT PAVING - REFER T CIVIL DRAWINGS FOR DETAIL.
6" THICK CONCRETE PAVING. REFER TO CIVIL PLANS FOR DETAIL.
INDICATES BUILDING SETBACK LINE.
INDICATES PROPERTY LINE
PROPOSED DRIVE WAY APPROACH
EXISTING RETENTION / DETENTION BASIN (OFF SITE).
PROPOSED 60" WIDE NON-MOTORIZED PATHWAY PER VILLAGESPECIFICATIONS.
9' HEIGHT BAR
MENU BOARD
SPEAKER POST & CANOPY
6" CONCRETE CURB & GUTTER
CONCRETE SERVICE WALK.
CONCRETE PATIO WITH ROOF.
EXISTING FIRE HYDRANT
EXISTING MUNICIPAL LIGHT POLE
DIRECTIONAL SIGN (SEE SHEET SP-4.0 FOR TYPE).
HANDICAP PARKING VAN SPACE WITH SIGN
HANDICAP PARKING SPACE WITH SIGN
ADA COMPLIANT RAMP
4-INCH WIDE PARKING STRIPE
ELECTRICAL TRANSFORMER.
GREASE TRAP (UNDERGROUND).
25' TALL LIGHT STANDARD WITH L.E.D. LUMINAIRE
MASONRY DUMPSTER ENCLOSURE - (SEE SHEET SP-2.0 FOR DETAILS)
LOADING SPACE: 12' WIDE X 50' LONG.
LAND-BANKED PARKING SPACES FOR FUTURE USE IF NEEDED.
MONUMENT SIGN "B" REFER TO SHEET SP-4.0.
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TACO BELLD R I V E T H R U S T A U R A N TS . V O L B R E C H T R O A D & E . 2 3 1 S T S TC R E T E , I L L I N O I S
P R O P O S E DZONING: b-4
LAND AREA: GROSS: 71,851 S.F. / 1.65 ACRES
SETBACKS: FRONT YARD: 35 FEETSIDE YARDS: 30 FEETREAR YARD: 30 FEET
BUILDING AREA: 2,341.4 S.F. / ONE STORY.
PROPOSED BUILDING HEIGHT: 20 FEET.
PARKING: 2 WAY AISLE 90° 20 FEETPARKING SPACE SIZE 9 X 20 FEET2 TIER AND AISLE = 60 FEET
PARKING REQUIRED: 22 = (3 PER seat ( 42 / 3 ) + 1 / employee (8)
STACKING SPACES 10 SPACES.
PARKING SPACES PROVIDED: 42 INCLUDING 3 PHYSICAL HANDICAPSPACES. 28 LAND BANKED PARKINGSPACES. 10 STACKING SPACES.
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INDEX OF DRAWINGS C
KEY NOTES D
18
19
SITE LOCATION MAP NO SCALE E
NORTH
SITE
LEGAL DESCRIPTION F
20
21
24
F. MATTHEW RAY ARCHITECT
SHEET NO. DESCRIPTION
SP 1.0 SITE PLAN / LAND BUILDING PARKINGSP 2.0 SITE PLAN DETAILSP 3.0 SITE DUMPSTER DETAILSSP 4.0 SITE SIGNSL 1.0 LANDSCAPE PLANA 1.0 FLOOR PLANa 2.0 equipment furniture planA 4.0 RIGHT SIDE ELEVATIONA 4.1 FRONT, LEFT SIDE & REAR ELEVATIONE 1.1 SITE PHOTOMETRIC PLAN
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248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
S. VOLB
RECHT R
OAD
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1919
20 21
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262626
26
27
44'-0
"20
'-6"
26'-0
"18
'-0
"9'-1"
27'-4"
1'-1"
12'-0
"12'-0
"10
'-6"
24'-0"24'-0"TYP.
10'-0
"27
'-6"
8'-0"8'-0"
5'-0"8'-0"
5'-0"
17'-0
"
29'-10" 25'-0"3'-4"
16'-10" 76'-7"8'-0"
113'-3" 25'-0" 30'-0"
82'82'10'35'-2"
100'-0"
SETBACK
28
28
30
'-0
"SETB
ACK
30
'-0
"SETB
ACK
7
17
9
34'-3" 34'-6"
30
'-0
"90
'-6"
97'-6
"
21
3
6
6
6
8'-0"5'-0"
29
29
6
3
9
10' 10'
19
5'-6"
11'-0"
R9'-6"
63'-0"7 SP. @ 9' =
63'7 SP. @ 9' =
27'-11"
R15'-0
"R10'-0"
R20
'-0"
R25'-0
"
R25'-0
"
R5'-0
"
R5'-0"
R5'-0
"
R15'-0"
R15'-0"
R20
'-0"
R45
'-0"
81'9 SP. @ 9' =
10'-0" 81'-0"9 SP. @ 9' =
10'-0"
30
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3
C:\U
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M, 1:1
2'-4
"2'
-0"
4'-1
1/2
"
8'-0"
3-LINE L.E.D.MESSAGECENTER
33 S.F. SIGNFACE
DARK BRONZEMETAL SKIRT
5'-0
"
2'-0"
GRADE
ELECTRICALCONDUIT
SEE MONUMENT SIGNDETAIL "A" FOR BALANCE OFAPPLICABLE NOTES ANDDIMENSIONS
4" CONCRETESLAB - SAMESIZE AS SIGN
8'-5
1/2
"
MONUMENT SIGN "A" DETAIL N.T.S. 1
SP4.0
SIGNDETAILS
HEIGHT BAR DETAIL N.T.S. 2
DIRECTIONAL SIGN DETAIL N.T.S. 3BELL SIGN DETAIL N.T.S. 5WALL SIGN DETAIL N.T.S. 7
ORDER POINT CANOPY DETAIL N.T.S. 4MENU BOARD DETAIL N.T.S. 6
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
MONUMENT SIGN "B" DETAIL 1/2"-1'-0" 8
C:\U
sers\O
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GS EX
PLO
RER
M
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40\1734 SP
4-0.d
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, 8/10/2018 10:04:50 A
M, 1:1
FOUNDATION PLAN 1/4"=1'-0" A
KEY NOTES B
A
B
C
D
E
F
12 11 10 9 8 7 6 5 4 3 2 1
2S4.0
3S4.0
1'-3
1 2"6'
-91 2"
1
1
1
1
FD1
FD
FS
FS
FS
HD
2
3 TYP.
76'-912"
78'-112"
27'-1
1"
3S4.0
1S4.0
3S4.0
3 TYP.
4S4.0
6
6
3 TYP.
6
FD
SLAB SHALL BE PITCHED 12" FOR 5'-0" x 5'-0" SQUARE AT ALL FLOOR DRAINS U.O.N.REFER TO PLUMBING DRAWINGS FOR LOCATIONS.
PROVIDE HUB DRAIN (HD) UNLESS REQUIRED BY LOCAL CODE TO HAVE FLOOR SINK(FS).
INDICATES INSIDE SURFACE OF FOOTING. SEE SHEET S4.0.
HTT5 HOLDOWN ANCHOR. SEE 6/S4.0 FOR HOLDOWN EMBEDMENT DETAIL.
ANCHOR BOLTS LOCATED THROUGHOUT PERIMETER OF BUILDING SHALL BEPROVIDED AS REQUIRED PER THE "PLATE/ANCHOR BOLT" COLUMN OF THE "WALLSHEATHING AND SHEARWALL SCHEDULE." SEE D/S2.0.
HDU4 HOLDOWN ANCHOR AT EACH END OF SHEARWALL. SEE 6/S4.0 FOR HOLDOWNEMBEDMENT DETAIL.
HDU11 HOLDOWN ANCHOR AT EACH END OF INTERIOR SHEARWALL. SEE 6/S4.0 FORHOLDOWN EMBEDMENT DETAIL.
NOT USED.
FLOOR SINK REFER TO PLUMBING DRAWINGS FOR LOCATION.
HSS6x6x1/4 COL SUPPORT BY CONCRETE PADS 3'-0"x3'-0"x12" THICK
4" CONCRETE SLAB REINFORCED W/ WWF6x6-W1.4xW1.4 OR #4 BARS @ 18" O.C. EA.WAY, OVER 4" AGGREGATE BASE OVER SUBGRADE. MODIFY AS REQUIRED BYGEOTECHNICAL ENGINEER.
FORM FOOTING TO ACCOMMODATE FLOOR SINK AND DRAIN LINE INSTALLATION.
RAILING POST AND RAILING PER ARCHITECTURAL. PROVIDE (2)-3/8"Ø STAINLESSSTEEL HILTI KWIK BOLT TZ ANCHORS PER POST. MINIMUM EMBEDMENT SHALL BE2-1/2". INSTALL PER HILTI'S RECOMMENDATIONS. VERIFY POST INSTALLATIONREQUIREMENTS WITH THE POST MANUFACTURER PRIOR TO POURING THE SLAB.
FDFD
FD
FS
11"
18'-1012"12'-51
2"5'-112"9'-8"18'-11
2"
2'-212"17'-81
2"12'-10"14'-2"
61
3S4.0
2S4.0
TYP. 5
TYP. 5
TYP.5
TYP.5
6
6
6
6
6 6 6
29'-11"
7
7
8S4.0
6x6 POST
8'-4
1 2"
4
4
7'-5
"
19'-1
0"
DESIGN CRITERIA F FOUNDATION PLAN NOTES C
DESIGN CRITERIA:2015 INTERNATIONAL BUILDING CODE
ROOF LOADS:LIVE LOAD: 30 PSFDEAD LOAD: 15 PSF
WIND LOADS:3 SECOND GUST: 90 MPHIMPORTANCE FACTOR: 1.0EXPOSURE CATEGORY (MWFRS): BINTERNAL PRESSURE COEFF.: ±0.18
SEISMIC LOADS:SEISMIC USE GROUP: 1SESMIC IMPORTANCE FACTOR: 1.0SITE CLASS: D
MAPPED SPECTRAL RESPONSE ACCEL:S1: 0.052
SPECTRAL RESPONSE COEFF.:SHORT PERIODS (SDS): 0.1031 SEC. PERIODS (SD1): 0.084
WOOD SHEAR WALLSRESPONSE MOD. FACTOR (R): 6.5
DESIGN BASE SHEAR (Cs): 0.016W
ANALYSIS BY SIMPLIFIED PROCEDURE
PROVIDE SHOP DRAWINGS AND CALCULATIONS BY REGISTERED ENGINEER FOR SIGNSAND AWNINGS
MISCELLANEOUS:A.
B.
C.
D.E.F.
DIMENSIONS NOTED ARE TO FACE OF CONCRETE. REFER TO DWG. A1.0 FORDIMENSIONS TO FACE OF STUD AND OTHER DIMENSIONS NOT OTHERWISE NOTED.DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINEDAND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHERSIMILAR CONDITIONS.SEE PLUMB. DWGS. FOR PLUMB. LAYOUT DIMENSIONS, U.O.N.SEE ELECT. DWGS. FOR ELECT. LAYOUT DIMENSIONS, U.O.N.COORD. FOUNDATION AND SLAB LAYOUT WITH OTHER TRADES PRIOR TO POURINGSLAB.
CONCRETE SHALL BE HARD ROCK CONC. (5 SACK CEMENT PER CU.YD. MIN.) AND MEETTHE FOLLOWING MIN. ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: MIN. STRENGTH AGGREGATE SLUMPLOCATION 28 DAYS PSI SIZE - INCHESS INCHES TOLERANCESLAB ON GRADE (4000 DESIGN) 1" x #4 3-1/2" ±1/2"FOUNDATIONS (3000 DESIGN) 1" x #4 3-1/2" ±1/2"CONCRETE MIX DESIGN AND TESTING SHALL MEET WITH THESE SPECS. CEMENT SHALL BEIN ACCORDANCE WITH ASTM C 150 TYPE II. VERIFY MIN. CONC. STRENGTH AND CEMENTTYPE.REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. STEEL SHALL BE KEPTCLEAN AND FREE OF RUST.CONCRETE CURING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ACI-318-95SECTION 5.11 AND STANDARD PRACTICE FOR CURING CONCRETE REPORTED BYCOMMITTEE 308.ANCHOR BOLTS - A36 OR A307, USE 5/8" DIAMETER x 12" ANCHOR BOLTS (A.B.) AT 72" O.C.U.O.N. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONC.
DESIGN IS BASED UPON 4" THICK CONCRETE SLAB REINFORCED W/ WWF 6x6-W1.4x1.4 OR#4 BARS @ 18" O.C. EA. WAY, OVER 6 MIL VISQUEEN MEMBRANE, OVER 2" SAND BED, OVER4" AGGREGATE BASE, OVER ENGINEERED SUBGRADE. MODIFY AS REQUIRED TO COMPLYWITH REQUIREMENTS OF SOILS REPORT.
CONCRETE:A.
B.
C.
D.
E.
SLAB:A.
FOUNDATION
1. FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL ENGINEERING REPORT ENTITLED "REPORT
OF GEOTECHNICAL EXPLORATION" BY K & S ENGINEERS, INC., K & S FILE NO. 12251, DATED APRIL 2 2018.
2. CONTRACTOR TO PROVIDE FOUNDATION & FOOTING AS REQUIRED FOR PYLON OR MONUMENTAL SIGN.
SEE ELECTRICAL DRAWINGS FOR DETAIL.
3. COORDINATE STRUCTURAL PLANS AND DETAILS WITH REQUIREMENTS OF GEOTECHNICAL REPORT.
FOUNDATION DESIGN IS BASED ON 3,000 PSF ALLOWABLE BEARING CAPACITY.
4. CONTRACTOR SHALL TREAT SOIL BELOW SLAB FOR TERMITES.
5. REFER TO THE GEOTECHNICAL REPORT FOR GENERAL REQUIREMENTS OF EARTHWORK, OVER
EXCAVATION, SUBGRADE PREPARATION, FILL AND COMPACTION, WATERPROOFING AND OTHER
PERTINENT REQUIREMENTS AND INFORMATION.
6. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION
MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR TO PIPE RUNS TO
ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY,
PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS AND
GRADE BEAMS. LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE
ONTO ADJACENT TRENCH EXCAVATIONS.
7. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.
8. ARRANGE FOR OWNER'S INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS AND
PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE
FOOTING SUBGRADES PRIOR TO PLACING CONCRETE.
9. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.
10. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY FROM
STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.
SUBGRADE PAD PREPARATION RECOMMENDATIONS
1. THESE SUMMARY RECOMMENDATIONS ARE PROVIDED FROM THE GEOTECHNICAL INVESTIGATION.
2. UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS, THE LIMITS OF THIS SUBSURFACE
PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH THE BUILDING
AND FIVE FEET BEYOND. BUILDING IS REFERRING TO AND INCLUDES ALL AREAS AS SHOWN ON SHEET
S1.0. THE VAPOR RETARDER, WHERE REQUIRED, DOES NOT EXTEND BEYOND THE LIMITS OF THE
ACTUAL BUILDING.
3. ALL VEGETATION, CONCRETE, STUMPS, BRUSH, ABANDONED STRUCTURES, ROOTS, RUBBISH, AND ANY
OTHER UNDESIRABLE MATTER SHOULD BE REMOVED AND STRIPPED TO A DEPTH OF 24 INCHES.
4. EXCAVATION OF UP TO FIVE (2.0) FEET OF THE EXISTING IN-SITU FILL IN THE PROPOSED BUILDING AREA
CAN BE EXPECTED. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHOULD VERIFY THE
DEPTH OF REMOVAL AT THE TIME OF CONSTRUCTION.
5. THE EXPOSED SUBGRADE SHOULD BE PROOF-ROLLED TO LOCATE ANY SOFT OR LOOSE AREAS IN
ACCORDANCE WITH STATE DOT SPECIFICATIONS. SOILS THAT ARE OBSERVED TO RUT OR DEFLECT
UNDER THE MOVING LOAD SHOULD BE UNDERCUT. THE PROOF ROLLING AND UNDERCUTTING
ACTIVITIES SHOULD BE WITNESSED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER.
6. AFTER PROOFROLLING, THE UPPER 6 INCHES OF THE SUBGRADE SHOULD BE SCARFIED, MOISTURE
CONDITIONED TO A RANGE BETWEEN +1 TO +3 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE
VALUE, AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY
ASTM D-698.
7. AFTER SUBGRADE PREPERATION IS COMPLETE, THE PLACEMENT OF STRUCTURAL FILL MAY BEGIN.
THE STRUCTURAL FILL MATERIALS SHOULD BE FREE OF ORGANICS OR OTHER DELETERIOUS
MATERIALS AND SHOULD HAVE A MAXIMUM PARTICLE LESS THAN 2-INCHES. THE STRUCTURAL FILL
MATERIAL SHOULD HAVE A LIQUID LIMIT LESS THAN 35 AND A PLASTICITY INDEX BETWEEN 6 AND 15.
THE FILL SHOULD BE PLACED IN COMPACTION CONTROLLED 8 INCH HORIZONTAL LIFTS AND SHOULD BE
COMPACTED WITHIN THE RANGE OF -2 TO +3 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE
CONTENT VALUE, AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS
DETERMINED BY ASTM D-698. EACH LIFT OF STRUCTURAL FILL SHOULD BE TESTED BY A
REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER.
8. THE EXPOSED SUBGRADE SHALL BE PROTECTED AGAINST EXCESSIVE DRYING OR EXPOSURE TO
MOISTURE. THE SITE SHALL BE GRADED TO PREVENT PONDING OF WATER WITHIN EXCAVATED AREAS.
ACCUMULATED WATER SHALL BE REMOVED IMMEDIATELY. EXCAVATIONS FOR FOUNDATIONS SHOULD
BE FILLED WITH CONCRETE BEFORE THE END OF THE WORKDAY OR SOONER IF NECESSARY TO
PREVENT DETERIORATION OF THE BEARING SURFACE. IF DELAYS OCCUR, THE EXCAVATION SHOULD
BE DEEPENED AS NECESSARY AND CLEANED, IN ORDER TO PROVIDE A FRESH BEARING SURFACE. IF
MORE THAN 24 HOURS OF EXPOSURE OF THE BEARING SURFACE IS ANTICIPATED IN THE EXCAVATIONS,
A MUD SLAB SHOULD BE USED TO PROTECT THE BEARING SURFACES. IF A MUD SLAB IS USED, THE
FOUNDATION EXCAVATIONS SHOULD INITIALLY BE OVER-EXCAVATED BY APPROXIMATELY 4 INCHES
AND A LEAN CONCRETE MUD SLAB OF APPROXIMATELY 4 INCHES IN THICKNESS IS PLACED IN THE
BOTTOM OF THE EXCAVATIONS IMMEDIATELY FOLLOWING EXPOSURE OF THE BEARING SURFACE.
9. THIS PAD PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. REFER TO
THE GEOTECHNICAL REPORT FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION.
9S4.0
3TYP.
27'-1
1"
1'-5
"1'
-6"
5S4.0
10S4.0
10S4.0
10S4.0
1S4.0
8'-0"
20'-8
"
1 3TYP.
1'-812"10'-11
2"
66
6
6 6
6
66
22'-1012" 5'-0"
FD
FD
24'-1112"
13'-0
"
4'-4
"
13S4.0
16S4.0
12S4.0
12S4.0
11'-9"
11
10
10
7'-1
0"1'
-7"
17'-1
1 2"1'
-81 2"
4'-0"
1'-812"6'-01
2"3"
6
9'-1"
51 2"
S1.0
FOUNDATIONPLAN
9
9
9912
12
11"
18'-1
0"11
"
6'-012"61
2" 1'-812"
11'-4
"5'
-9"
9'-5
"
11
5
2
4
3
1
6
7
8
9
10
11
12
13TYP.
13
5'-012"
11'-112"
5'-0"
6'-8
1 2"
6'-7
"
19'-3" 22'-112" 3'-10" 2'-91
2"
2"
2'-7
1 2"16
'-5"
1'-5
1 2"
6'-8
"11
1 2"
18S4.0
7S4.0
2'-1
1"
512"
5"
6"
512"
5"
JAN 2012 GLMV ARCHITECTURE
1'-1012"3"
17'-8"
6"
11"
112"
69'-012" 8'-0"
1'-10"
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
FOOTING DIMENSION PLAN 1/4"=1'-0" A
KEY NOTES B
A
B
C
D
E
F
12 11 10 9 8 7 6 5 4 3 2 1
DESIGN CRITERIA F FOUNDATION PLAN NOTES C
S1.1
FOOTINGDIMENSION
PLAN
JAN 2012 GLMV ARCHITECTURE
1'-8
"25
'-21 2"
1'-8
"
2'-5
"1'
-8"
18'-5
1 2"1'
-8"
4'-4
"
28'-6
1 2"
1'-8" 74'-1" 1'-8" 6'-4" 1'-8"10'-2"3'-0"1'-10"8"
21'-712" 5'-0" 47'-51
2"
11'-1
1"
3'-6"8'
-7"
20'-0
"
3"8"
19'-1
"8"
3'-0
"14
'-11 2"
3'-0
"
21 2"1"
20'-4
"
21'-9
1 2"
14'-912" 8" 3'-10" 1'-6" 9'-3" 1'-6" 3'-10" 8" 41'-5"
6'-2
"51 2"
6'-2
"
8" 8"
1'-6
"5'
-11 2"
12'-3" 4'-6"4'-6"
79'-3"
77'-5"
7'-1
1"
15'-8"
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
THIS SHEET IS ISSUED FOR THEFIRST TIME; BULLETIN NO. 1,8-10-2018.
ROOF FRAMING PLAN 1/4"=1'-0" A
KEY NOTES BNAILING SCHEDULE - ROOF D ROOF FRAMING NOTES C
EXTREME CARE SHALL BE USED INERECTING ROOF TRUSSES - COMPLY WITHTPI BRACING REQUIREMENTS.
ROOF NOT DESIGNED FOR PONDING. SEEARCHITECTURAL DRAWINGS FOR DRAINREQUIREMENTS.
ROOF FRAMING NOTES:A.
B.
MANUFACTURED ROOF TRUSS NOTES:A.
B.
C.
D.
E.
ALL UNSUPPORTED EDGES OF PLYWOOD SHEATHING SHALL BE SUPPORTED WITHSIMPSON PSCL CLIPS, PROVIDE (2) CLIPS EQUALLY SPACED BETWEEN EACHTRUSS/SUPPORT. SEE DETAIL 14/S4.2. OSB OF COMPARABLE THICKNESS MAY BE USEDIN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE PROJECT ENGINEER ANDTHE LOCAL JURISDICTION.
ALL MECHANICAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEEN FRAMING U.O.N.
MFR'D ROOF TRUSSES ARE AT 2'-8" O.C. U.O.N.
"T-#" DENOTES ROOF TRUSS TYPE. REFER TO SCHEDULE 11/S4.2.
TRUSS DWGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. MFR SHALL SUBMITSHOP DWGS AND CALCS, BOTH SIGNED BY A LICENSED STRUCTURAL ENGINEER (STATEOF (PROJECT)). SUBMIT SHOP DWGS AND CALCS TO THE ARCHITECT AND ENGINEERFOR REVIEW AND SUBMITTAL AND , IF REQUIRED, TO BLDG OFFICIAL FOR APPROVALPRIOR TO FABRICATION. SHOP DWGS SHALL INCLUDE LAYOUT PLAN ANDCONNECTORS. CALCS SHALL BE BASED ON THE SPECIFIED LOADING CONDITIONSSHOWN HEREIN. MFR SHALL PROVIDE HANGERS AND CONNECTIONS BETWEENTRUSSES. REVIEW AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOPDWGS PRIOR TO SUBMITTAL TO THE ARCHITECT / ENGINEER FOR REVIEW ANDCOMMENT.
TRUSS MFR SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS.ROOF CONNECTORS ARE BASED UPON SIMPSON "STRONG TIE" OR APPROVED EQUAL.
TRUSS CHORDS AND PARAPET VERTICALS SHALL BE 2x6 MIN AND CONSISTENTLY SIZEDTHROUGHOUT PROJECT.
REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, SLOPES, SPAN, ETC. LOCATIONOF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. SEE 3/S4.2.
MFR'D ROOF TRUSS DESIGN LOADS: SEE TRUSS DESIGN CRITERIA 4/S4.2.
THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS,ELECT FIXTURES, PLUMBING, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSESBY THE TRUSS MFR.
DESIGN ROOF TRUSSES TO SUPPORT ALL IMPOSED LOADS, INCLUDING WIND & LATERALLOADS. COORDINATE SIZE, LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICALWORK. PROVIDE MULTIPLE TRUSSES WHERE ONE TRUSS CANNOT SUPPORT THE LOAD.PROVIDE BRIDGING BETWEEN TRUSSES AS SPECIFIED AS MINIMUM STANDARD.
INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREEPOINT VERTICAL PICK. CARE SHALL BE USED IN LIFTING TO PREVENT HORIZONTALBENDING.
IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECS SHALLMEAN REMOVAL OF THE TRUSSES FROM THE JOBSITE AND REPLACEMENT ATCONTRACTOR'S EXPENSE.
SEE DIV. 6 OF THE SPECS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING.
F.
G.
H.
I.
J.
K.
L.
ROOF SHEATHING
NOTE:
SEE 13/S4.2 FOR DEFINITIONS AND ROOF NAILING PLAN.SEE 18/S4.2 FOR TYPICAL NAILING SCHEDULE
EN
FN
BN
TYPE NAILING / SHEATHING
5/8" CDX PLYWOOD (40/20), PS1 RATING
10d @ 6" O.C.
10d @ 12" O.C.
10d @ 6" O.C.
-
-
-
REMARKS
-
10
4
27'-4
"S
TUD
TO
STU
D
4S4.3
45'-1"TOP OF VERTICAL TRUSS LEG = 18'-7" A.F.F.
2S4.1
7'-4
"TO
P O
F P
AR
AP
ET
= 2
3'-9
" A.F
.F.
20'-6
"TO
P O
F P
AR
AP
ET
= 2
1'-3
" A.F
.F.
31'-112"
TOP OF VERTICAL TRUSS LEG = 21'-3" A.F.F.
T1-X
T2-X
T3-X
T4-X
T5-X
T6-X
T7-X
X
T8-X
X
T9-X
X
T10-
XX
T11-
X
T12-
X
T13-
X
T14-
X
T15-
X
T16-
X
T17-
XX
T18-
XX
T19-
XX
T20-
XX
T21-
XX
T22-
X
T24-
X
T25-
X
5
7
RTU 1RTU 2
10
EF 1
FREEZER COND.
COOLER COND.
6
76'-212"
TOP OF VERTICAL TRUSS LEG = 18'-7" A.F.F.
4S4.1
4S4.1
4S4.1
SLO
PE
1/2
-12
DO
WN
EF 2
2'-3"(5) SPACES AT 2'-8" = 13'-4"2'-7"
T23-
X
18S4.1
10
9
8
7
6
3
5
4
1
2
11
15
14
12
STARTING POINT OF TRUSS LAYOUT - CENTERLINE OF TRUSS.
VERIFY NECESSITY OF DOUBLE TRUSSES WITH TRUSS MFR. DUE TO POINT LOADING ANDADDITIONAL UNIFORM LOADING, TYPICAL.
COORDINATE BLOCKING WITH EXHAUST AND SUPPLY DUCT.
CONT 2x4 WD BRIDGING ON TOP OF BOTTOM CHORD. ADJUST AS REQUIRED FOR DUCTPLENUMS, MAX SPACING AT 5'-0" O.C. OR TIGHTER SPACING AS REQUIRED BY TRUSSDESIGN. SEE 16/S4.1 FOR BRIDGING LAP DETAIL.
SIMPSON MSTA 24 AT CORNER DBL TOP PLATE. CENTER STRAP ON CORNER.
(2) 2x6 BLOCKING W/ U26-2 HANGERS. TYP. EDGES OF ALL ROOF TOP EQUIPMENT ANDALL ROOF OPENINGS - SEE DET. 10 & 15/S4.2.
LOC. OF HOOD. SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAIL 9/S4.1.
2X6 LEDGER REF. 5/S4.1.
DIMENSION IS FROM INSIDE FACE OF WALL FRAMING.
HVAC ROOF OPENING FOR DUCT. VERIFY SIZE WITH HVAC MFR. & MECHANICAL DWGS.
(2)2x6 BUILT-UP COLUMN AT TRUSS BEARING, TYP. @ GIRDER. TRUSS ONLY. REF. DETAIL19/S4.2.
NOT USED
NOT USED
PREFERRED LOCATION OF SATELLITE DISH SLED. SEE SCOPE OF WORK.
19/32" PLYWOOD ROOF DECK. SEE NAILING SCHEDULE, THIS SHEET.
2 X 10 JOISTS @ 16" O.C.
INTERIOR SHEAR WALL BELOW. ALIGN DINING SIDE OF WALL WITH SIDE OFTRUSS. SEE DTL. 11/S4.1.
DRAG TRUSS AT INTERIOR SHEAR WALL. PROVIDE DOUBLE TRUSS ASREQUIRED. DESIGN DRAG TRUSS FOR 300 PLF ALONG TOP CHORD OFTRUSS (8,500 LBS TOTAL). ATTACH ROOF SHEATHING TO DRAG TRUSSWITH 10d NAILS @ 4" O.C. ALONG ENTIRE LENGTH OF TRUSS.
SEE E/S3.0 FOR SIZE OF SELECTED RTU OPTION.
2x6 @ 2'-0" O.C. WITH SIMPSON U-26 EA. END.
PORTION OF PARAPET IS ABOVE ROOF OF WALK-IN COOLER. SEEELEVATION FOR DETAILS.
RTU LOCATION POINT.
ALL PATIO RAFTERS SHALL BE 2X10, NO. 2 SPRUCE-PINE-FIR.
PATIO BEAM SHALL BE 5-1/4" X 9-1/2" TRUSJOIST PARALLAM PSL.
13
2
3
3
5
6
6
6
9
512"
5
5
11 1111 11
15
15
15
14
14146
6
5'-3
1 2"3'
-2"
11'-1
"
8'-8
1 2"
1'-0
"4'
-10"1'-0"
16
8
TYP.
8
2
T26-
X
T27-
X
6"
9'-012"
TOP OF PARAPET = 23'-9" A.F.F.
27'-4
"TO
P O
F P
AR
AP
ET
= 1
8'-7
" A.F
.F.
76'-212"
1'-5" 1'-1"
16'-6"
17
18
18
20S4.3
19
19
20
20
20
(6) SPACES AT 2'-8" = 16'-0"
15
20
9S4.3
5S4.3
5S4.3
21
21
1
9 TYP.
2'-1-1/2"
19
22
22
22
16
12
4'-1
11 2"
(12)
2x1
0 R
AFT
ER
S E
QU
ALL
Y S
PA
CE
D =
17'
-11 2"
1'-6
" 2x10
6x10
P.T
. P-L
AM
. BE
AM
2x10 1'-6
"
14S4.0
12'-3"2'-3"
18S4.1
(7) SPACES AT 2'-8" = <18'-8">2'-1" 2'-7" 2'-8" 2'-8"5'-4"2'-5"
S3.0
ROOFFRAMING
PLAN
12S4.3
11S4.1
17
ICE COND.
FRUITISTACOND.
1'-9
1 2"1'
-31 2"
4"4"
2'-5
"
4"3'
-2"
4'-1
"4"
1'-9
1 2"
23
24
23
24
7"1'-10"
T28-
X
T29-
X
6'-8
1 2"
11'-1"19'-3"
2'-5
"20
'-7"
8'-0"
4'-4
"
JAN 2012 GLMV ARCHITECTURE
8"
2'-812"
2'-1
1"
2X10BLOCKING
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
C:\U
sers\O
wn
er\D
ocu
men
ts\1734\1734 D
RA
WIN
GS\1734 B
LD
D
RW
GS EX
PLO
RER
M
ED
40\1734 S3-0.d
wg
, 8/10/2018 10:41:30 A
M, 1:1
WASTE & VENT PLAN 1/4"=1'-0" A
WASTE & VENT PLAN NOTES CNOT USED - E KEY NOTES B
A
B
C
D
E
F
12 11 10 9 8 7 6 5 4 3 2 1
1" CONDENSATE DRAIN DOWN FROM RTU-1. SEE DETAIL 13 ON DRAWING P6.0.
1" CONDENSATE DRAIN DOWN FROM RTU-2. SEE DETAIL 13 ON DRAWING P6.0.
1-1/2" CONDENSATE DRAIN PIPE DOWN TO MOP SINK. PROVIDE AIR GAP AS REQUIREDBY CODE. IF REQUIRED RUN CONDENSATE PIPING TO EXTERIOR DRYWELL, RETENTIONAREA OR STORM SEWER AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION.
RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL OP'G. TO OUTFALL AT FSBENEATH D/T DRINK MACHINE. SEE DETAIL 11/A6.4
10
9
8
7
6
5
4
3
2
1
13
12
11
A.
B.
C.
D.
E.
F.
G.
H.
NO ROOF PENETRATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLANFOR LOCATIONS.
REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES.
STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4" PER HOUR. ADJUST ROOF DRAIN(RD-1) SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL REQUIREMENTS AND BYTHE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE OVER DRIVE-THRUROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION.
INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OREXPOSED WITH 1" CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKET THATCAN BE PAINTED.
4" SECONDARY DRAIN OUTLET SHALL EXTEND 2" BEYOND FINISHED WALL. SEEARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACTLOCATION OF DRAIN OUTLET.
COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADESPRIOR TO INSTALLATION.
SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS
VERIFY WITH THE LOCAL BUILDING AUTHORITY THAT CONDENSATE DRAINAGE CAN BEROUTED TO THE MOP SINK.
CD
SS
GW
CD
GW
SS
GW GW
SS
FS 1
FD 1
WC 1
13
RTU-1 ON ROOF
3
FCO 1
2
8
FS 1
6
1
ECO 1
6
WH 2
GI 1
8
RTU-2 ON ROOF
12
5
4
FD 1
9S 3
S 4
ECO 1
(2-WAY)ECO 1
6" SAN. FORCONTINUATION
SEE CIVIL DRAWINGS
ECO 1(2-WAY)
FD 1
L 1
FD 1 FD 1
S 1
WCO 1
6
5
10
11
S 2
WCO 1
FS 1
FS 2
ECO 1ECO 1
FD 1
1
6'' 6''4''
6''
4''
3''
3''
3''
2''
6''
2''
2''
4''VTR
2''
4''
2''
2-1/2''2-1/2''
2''
1 1/2''
PROVIDE HUB RAIN HEREFOR WALK-IN CONDENSATIONLINE IF EVAPORATIVE PAN IS NOTUSED. THE HUB DRAIN SHALL BECONNECTED TO THE SANITARYWASTE LINE.
3" VENT RUNUNDERGROUND
FD 1
ECO 1
FD 1
WC 1
1 FCO 1
1 1/2''
S 1WCO 1
UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON PIPE FOR THEFIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS-2, OUTWARD.
PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS,PROVIDE AIR GAP PER LOCAL CODE. SEE 11/A6.4
PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PERLOCAL CODE. SEE 11/A6.4
PROVIDE 3/4" COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TOHUB DRAIN (HEAT ROPE IS SUPPLIED WITH FREEZER CONDENSATE). CONCEALCONDENSATE PIPE IN WALL.
PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUNABOVE CEILING TO FLOOR SINK. PIPING SHALL SLOPE 1/4" PER FOOT ANDSHALL BE INSULATED WITH 1" CLOSED CELLULAR INSULATION. REFER TO RISERDIAGRAM ON SHEET P5.0 FOR PIPE SIZES.
ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR ANDOUTBOUND FROM INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BESCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVINGJURISDICTION.
NOT USED.
4" VENT UP THROUGH ROOF.
PIPE 3-COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE.
C-107
N-171
S-285
S-284
C-250
WCO 1
P2.0
WASTE ANDVENT PLAN
FCO 1
3''
HD 1
4
4
6" SAN.
JAN 2012 GLMV ARCHITECTURE
DE
MA
RC
AD
T
NOT USED - D
FD 1
FD 1
3" S
AN
.
3" S
AN
.
3" SAN.FCO
SANITARY MANHOLE -REFER TO CIVIL DRWGS
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
JAN 2012 GLMV ARCHITECTURE
T.
2
2
2
2
3
4
4
5
6
7
8
8 8
8
88
8 1
1
10
10 10
10
1010
10
11
12
C-27, 29, 31,33
C-35, 37, 39, 41
B-15,B-22 9
13
13
T.
8
10
2
1-1/4" C. W/ (8) #8, + (2)#10 GRD.
DIRECTIONAL SIGN.
MENU BOARD. REFER TO DETAILS 2&16/C1.0 AND 4/E7.0.
LED MONUMENT SIGN.
(2) 4" SCHEDULE 40 PVC CONDUITS, UNDERGROUND ELECTRIC SERVICE TO UTILITY CO. TRANSFORMER. VERIFY AND COORDINATE ALL REQUIREMENTS WITHUTILITY CO.
PROVIDE (2) 2" TELEPHONE AND CABLE CONDUITS TO CONNECTION ON SITE . REFER TO CIVIL SHEETS FOR LOCATION AND ROUTING. VERIFY ANDCOORDINATE ALL REQUIREMENTS WITH UTILITY CO.
ORDER CONFIRMATION BOARD/ SPEAKER POST.
INSTALL WEATHERPROOF, GFI, DUPLEX RECEPTACLE NEAR THE BASE OF THE LIGHTING STANDARD. SEE DETAIL #5, SHEET C3.0, CIRCUIT THRU CONTROLBOX, TYPICAL EACH LIGHT STANDARD.
1" C W/ (4) #10 + #10 GRD.
LED SITE LIGHTING, REFER TO SHEET E1.1 FOR SCHEDULE AND SHEEET SP3.0, DETAIL #5 FOR BASE DETAIL,
1" DATA CONDUIT TO OFFICE; REFER TO DETAIL #4, SHEET E7.0
(4) 1" DATA CONDUITS TO OFFICE; REFER TO DETAIL #4, SHEET E7.0
PROVIDE CONNECTION TO ORDER CANOPY. REFER TO DETAIL 4/E7.0
UTILITY CO. GROUND MOUNTED TRANSFORMER, VERIFY EXACT REQUIREMENTS WITH UTILITY COMPANY.
6
7
5
4
3
1
8
9
10
11
12
GREEN
GREEN
13
13
SITE ELECTRICAL PLAN 1"=20' A
KEY NOTES B
E1.0
SITEELECTRICAL
PLAN
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
-C
-D
-E
- F
-G
-H
-I
JAN 2012 GLMV ARCHITECTURE
T.
0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.4 1.9 2.5 3.0 0.8 3.1 2.6 2.1 1.7 1.3 1.1 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2
0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.8 1.0 1.1 1.3 1.5 2.0 2.7 3.5 4.3 1.0 4.4 3.7 2.9 2.3 1.9 1.6 1.4 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.2
0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.2 1.4 1.6 1.8 2.1 2.7 3.7 4.8 5.5 5.8 5.7 5.1 4.0 3.1 2.5 2.2 1.9 1.6 1.5 1.4 1.3 1.4 1.4 1.5 1.5 1.4 1.4 1.3 1.2 1.1 1.0 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.2
0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.8 2.1 2.3 2.6 3.3 4.3 5.7 6.5 6.4 6.6 6.0 4.7 3.7 3.1 2.7 2.4 2.1 1.9 1.8 1.7 1.7 1.8 1.8 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.3 0.2
0.4 0.5 0.7 0.9 1.1 1.4 1.7 2.0 2.3 2.6 2.8 3.1 3.6 4.4 5.4 6.1 6.2 6.2 5.8 4.8 4.1 3.6 3.2 2.9 2.6 2.4 2.2 2.2 2.2 2.2 2.3 2.3 2.2 2.2 2.0 1.9 1.8 1.7 1.6 1.5 1.5 1.4 1.4 1.3 1.2 1.0 0.8 0.7 0.5 0.4 0.2
0.4 0.6 0.8 1.1 1.3 1.7 2.0 2.4 2.8 3.1 3.5 3.8 4.2 4.7 5.3 5.8 6.1 6.1 5.6 5.1 4.6 4.2 3.8 3.5 3.2 3.0 2.8 2.7 2.7 2.7 2.7 2.7 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.1 2.0 1.9 1.7 1.6 1.4 1.2 1.0 0.7 0.5 0.4 0.2
0.4 0.6 0.9 1.2 1.5 1.9 2.4 2.8 3.3 3.8 4.2 4.6 4.9 5.2 5.5 5.7 5.9 5.9 5.7 5.4 5.1 4.8 4.5 4.2 3.9 3.6 3.5 3.3 3.2 3.1 3.2 3.2 3.1 3.1 3.1 3.0 3.0 2.9 2.8 2.7 2.6 2.4 2.1 1.9 1.6 1.4 1.1 0.8 0.6 0.4 0.2
0.4 0.6 0.9 1.2 1.7 2.1 2.7 3.2 3.8 4.4 4.9 5.2 5.5 5.7 5.8 5.9 5.9 5.9 5.8 5.6 5.4 5.3 5.0 4.8 4.5 4.2 4.0 3.8 3.6 3.5 3.5 3.5 3.4 3.5 3.5 3.6 3.6 3.6 3.5 3.4 3.1 2.8 2.5 2.2 1.8 1.5 1.1 0.8 0.6 0.4 0.2
0.4 0.6 0.9 1.2 1.7 2.2 2.7 3.4 4.1 4.8 5.4 5.8 6.0 6.0 6.0 5.8 5.7 5.6 5.6 5.5 5.4 5.4 5.4 5.4 5.3 5.0 4.6 4.2 3.9 3.6 3.5 3.5 3.5 3.6 3.8 4.1 4.3 4.4 4.4 4.1 3.7 3.2 2.8 2.3 1.9 1.5 1.2 0.8 0.6 0.4 0.2
0.4 0.6 0.9 1.3 1.7 2.1 2.7 3.4 4.3 5.3 6.4 7.0 7.0 6.6 5.9 5.5 5.3 5.1 5.1 5.1 5.1 5.4 5.8 6.3 6.6 6.3 5.6 4.7 4.0 3.7 3.5 3.4 3.5 3.7 4.1 4.3 5.3 5.9 5.9 5.4 4.5 3.7 3.0 2.4 2.0 1.6 1.2 0.8 0.6 0.4 0.2
0.3 0.6 0.9 1.3 1.7 2.2 2.7 3.6 4.8 6.4 7.8 8.4 8.4 7.5 6.4 5.4 4.9 4.7 4.7 4.7 4.9 5.5 6.5 7.6 8.0 7.8 6.9 5.5 4.4 3.7 3.5 3.5 3.6 3.8 4.4 5.6 6.9 7.7 7.7 7.2 5.8 4.4 3.3 2.7 2.2 1.7 1.3 0.9 0.6 0.4 0.2
0.3 0.6 0.9 1.3 1.8 2.3 3.0 4.0 5.5 7.7 9.5 10.0 9.9 9.0 7.1 5.7 4.9 4.7 4.6 4.7 5.0 6.0 7.6 9.3 9.7 9.6 8.6 6.7 5.0 4.1 3.8 3.8 3.9 4.2 5.1 6.9 8.7 9.6 9.8 9.2 7.4 5.4 4.0 3.1 2.6 2.0 1.4 0.9 0.6 0.4 0.2
0.4 0.6 0.9 1.4 1.9 2.4 3.1 4.2 6.1 8.5 10.2 10.5 10.5 9.6 7.7 5.8 4.9 4.6 4.5 4.6 5.0 6.2 8.2 9.9 10.2 10.1 9.4 7.4 5.5 4.4 4.0 3.9 4.0 4.5 5.6 7.7 9.7 10.4 10.6 10.3 8.5 6.2 4.5 3.5 2.9 2.2 1.6 1.0 0.7 0.4 0.3
0.4 0.6 0.9 1.4 1.8 2.4 3.0 3.8 5.3 7.2 8.9 9.3 9.3 8.2 6.5 5.1 4.5 4.2 4.1 4.2 4.5 5.3 6.8 8.4 9.0 8.9 8.0 6.3 4.8 4.0 3.8 3.7 3.8 4.2 5.0 6.6 8.5 9.4 9.6 9.2 7.5 5.7 4.4 3.6 3.0 2.4 1.7 1.1 0.8 0.5 0.4
0.4 0.7 1.0 1.4 1.8 2.3 2.9 3.7 4.7 5.9 7.1 7.6 7.4 6.7 5.5 4.7 4.2 3.9 3.8 3.9 4.0 4.6 5.5 6.5 7.1 7.0 6.3 5.2 4.3 3.8 3.6 3.6 3.7 4.0 4.6 5.6 6.8 7.7 8.0 7.6 6.6 5.4 4.4 3.7 3.2 2.7 2.0 1.3 0.9 0.6 0.4
0.5 0.8 1.1 1.5 2.0 2.5 3.1 3.7 4.4 5.1 5.9 6.3 6.1 5.5 4.9 4.4 4.1 3.9 3.8 3.8 3.9 4.1 4.5 5.2 5.6 5.5 5.0 4.5 4.1 3.8 3.7 3.7 3.8 4.0 4.4 5.0 5.7 6.4 6.7 6.5 6.0 5.3 4.7 4.1 3.7 3.2 2.3 1.7 1.2 0.8 0.5
0.6 0.8 1.2 1.6 2.2 2.8 3.3 3.8 4.4 4.5 5.0 5.1 5.0 4.8 4.5 4.3 4.1 3.9 3.8 3.8 3.8 3.8 4.0 4.2 4.3 4.3 4.2 4.1 3.9 3.9 3.8 3.9 3.9 4.1 4.3 4.6 5.0 5.3 5.6 5.8 5.7 5.4 5.0 4.8 4.7 4.1 3.0 2.2 1.5 1.0 0.7
0.6 0.9 1.3 1.7 2.3 2.9 3.4 3.9 4.3 4.5 4.7 4.7 4.5 4.4 4.2 4.0 3.9 3.8 3.7 3.6 3.5 3.5 3.5 3.7 3.7 3.7 3.7 3.7 3.7 3.8 3.8 3.9 3.9 4.0 4.2 4.3 4.6 4.8 5.2 5.5 5.6 5.4 5.4 5.5 5.9 5.2 3.9 2.8 1.9 1.3 0.8
0.7 1.0 1.4 1.8 2.4 3.0 3.5 3.8 4.1 4.2 4.3 4.2 4.0 3.9 3.7 3.5 3.5 3.4 3.3 3.2 3.1 3.0 3.0 2.9 3.1 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.8 3.9 4.0 4.1 4.4 4.7 5.0 5.2 5.2 5.6 6.1 6.6 6.0 4.6 3.3 2.3 1.4 0.9
0.8 1.1 1.5 2.0 2.6 3.2 3.6 3.8 4.0 3.9 3.9 3.8 3.5 3.3 3.2 3.1 3.0 3.0 2.9 2.8 2.6 2.5 2.4 2.3 2.6 2.6 2.7 2.9 3.1 3.2 3.4 3.5 3.5 3.6 3.6 3.6 3.7 3.9 4.3 4.6 4.9 5.1 5.6 6.0 6.5 6.1 5.1 3.6 2.5 1.5 0.9
0.8 1.2 1.7 2.3 3.0 3.7 4.0 4.0 4.0 3.7 3.7 3.3 3.2 3.0 2.8 2.7 2.6 2.6 2.5 2.4 2.3 2.1 2.0 1.9 2.2 2.3 2.4 2.6 2.8 3.0 3.2 3.3 3.4 3.4 3.4 3.4 3.5 3.7 4.0 4.4 4.6 4.9 5.3 5.9 6.4 6.0 4.9 3.5 2.5 1.5 0.9
0.9 1.4 1.9 2.7 3.6 4.7 4.9 4.5 4.3 4.2 3.5 3.2 2.9 2.7 2.5 2.4 2.4 2.3 2.0 2.0 1.9 1.8 1.7 1.6 2.1 2.1 2.2 2.4 2.6 2.9 3.1 3.3 3.4 3.4 3.4 3.4 3.5 3.6 3.9 4.3 4.5 4.6 4.9 5.4 6.0 5.5 4.2 3.1 2.2 1.4 0.9
0.9 1.5 2.2 3.2 4.3 5.6 5.8 5.1 4.6 4.3 3.4 3.1 2.9 1.5 1.7 1.8 1.9 2.0 2.0 2.0 1.9 1.8 1.7 1.4 2.1 2.1 2.2 2.3 2.6 2.8 3.1 3.3 3.4 3.5 3.5 3.5 3.6 3.7 3.9 4.2 4.4 4.4 4.4 4.6 4.8 4.5 3.4 2.5 1.8 1.3 0.8
0.9 1.5 2.4 3.5 4.8 5.8 5.9 5.4 4.9 4.5 4.4 3.1 2.2 2.3 2.4 2.6 3.0 3.2 3.4 3.5 3.6 3.7 3.7 3.8 3.8 4.0 4.3 4.4 4.3 4.1 4.0 3.9 3.5 2.7 2.0 1.5 1.1 0.7
0.9 1.4 2.3 3.4 4.8 5.7 5.8 5.4 5.0 4.6 4.5 3.0 2.3 2.4 2.6 2.9 3.1 3.3 3.5 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.3 4.0 3.7 3.4 3.0 2.3 1.7 1.2 0.9 0.6
0.8 1.3 2.0 2.9 4.1 5.4 5.7 5.2 4.8 4.6 4.7 4.7 2.6 3.0 3.0 3.2 3.3 3.5 3.7 3.9 4.0 4.1 4.2 4.3 4.4 4.4 4.5 4.5 4.2 3.9 3.5 3.1 2.6 2.0 1.4 1.0 0.7 0.5
0.7 1.1 1.5 2.2 3.2 4.4 4.7 4.5 4.4 4.5 4.7 4.7 3.1 3.6 3.4 3.2 3.3 3.4 3.5 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.4 4.2 4.0 3.6 3.2 2.8 2.3 1.7 1.2 0.9 0.6 0.4
0.5 0.8 1.1 1.6 2.3 3.2 3.6 3.7 4.0 4.3 4.6 4.6 4.6 4.7 3.7 3.9 4.0 4.1 4.2 4.3 4.3 4.2 4.1 3.9 3.6 3.5 3.4 3.4 3.5 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.4 4.7 4.7 4.5 4.1 3.6 3.2 2.8 2.4 1.9 1.5 1.1 0.7 0.5 0.3
0.4 0.6 0.8 1.2 1.7 2.4 2.8 3.1 3.6 4.0 4.3 4.4 4.4 4.7 4.8 4.6 4.4 3.8 3.8 3.8 3.7 3.7 3.7 3.6 3.6 3.7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.5 3.7 4.1 4.7 5.0 5.0 4.8 4.1 3.4 2.8 2.4 2.0 1.6 1.2 0.9 0.6 0.4 0.3
0.3 0.4 0.6 0.8 1.3 1.9 2.3 2.7 3.1 3.5 3.8 4.2 4.6 5.0 5.1 5.0 4.6 4.0 3.6 3.3 3.2 3.2 3.3 3.5 3.8 4.1 4.2 4.1 3.8 3.4 3.1 3.1 3.1 3.2 3.6 4.2 5.2 5.5 5.3 5.2 4.5 3.3 2.5 2.0 1.6 1.3 1.0 0.7 0.5 0.3 0.2
0.2 0.3 0.4 0.6 1.0 1.5 1.9 2.3 2.7 3.1 3.5 4.1 4.9 5.6 5.5 5.5 5.1 4.2 3.4 3.1 3.0 2.9 3.0 3.5 4.3 4.7 4.7 4.7 4.2 3.4 2.9 2.7 2.7 2.9 3.3 4.1 5.1 5.4 5.3 5.2 4.3 3.1 2.2 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.2
0.2 0.2 0.3 0.5 0.8 1.2 1.5 1.9 2.2 2.6 3.1 4.0 5.2 6.0 5.8 5.9 5.5 4.3 3.3 2.8 2.6 2.6 2.9 3.7 4.8 5.3 5.1 5.3 4.7 3.5 2.7 2.3 2.2 2.2 2.5 3.0 3.7 4.3 4.5 4.0 3.1 2.2 1.5 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.1
0.1 0.2 0.2 0.4 0.5 0.8 1.1 1.4 1.7 2.0 2.4 3.1 3.9 4.7 5.1 4.4 4.2 3.3 2.6 2.2 2.0 2.0 2.3 2.9 3.7 4.4 0.2 4.3 3.6 2.8 2.1 1.7 1.6 1.6 1.8 2.1 2.6 3.0 3.1 2.7 2.2 1.5 1.1 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1
0.1 0.1 0.2 0.2 0.4 0.5 0.8 0.9 1.1 1.4 1.7 2.2 2.9 3.5 3.8 3.7 3.1 2.4 1.8 1.5 1.3 1.4 1.6 2.0 2.7 3.3 0.2 3.3 2.7 2.0 1.5 1.2 1.1 1.1 1.2 1.4 1.7 2.0 2.1 1.8 1.4 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.6 0.8 0.9 1.2 1.5 1.9 2.3 2.6 2.5 2.1 1.7 1.3 1.0 0.9 1.0 1.1 1.4 1.8 2.2 0.2 2.2 1.8 1.4 1.0 0.8 0.7 0.8 0.9 1.0 1.2 1.2 1.2 1.1 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1
A
A
AA
A
AA
A
Luminaire Schedule
Symbol Qty Label Description
8A
XALM-FT-LED-HO-40 MOUNTED AT 27.5'
0B
XALM-FT-LED-HO-40 MOUNTED AT 27.5'
Calculation Summary
Label Avg MaxMin Avg/Min Max/Min
- N.A. N.A. N.A. N.A. N.A.
DRIVE THRU SURFACE 4.18 6.0 2.6 1.61 2.31
PARKING LOT SURFACE 5.02 10.6 1.9 2.64 5.58
TACO BELL
S. VOLBRECHT RD.
CRETE, IL
PREPARED BY: JOHN BUJAKE
ACCUSERV LIGHTING & EQUIPMENT
877-707-7378
MARCH 28, 2018
SITE PHOTOMETRIC PLAN 1"=30'-0" A
E1.1
SITEPHOTOMETRIC
PLAN
NORTH
248-208-1655
48329
MICHIGAN
WATERFORD
2914 SHAWNEE LANE
Architect
F.MatthewRay
FRANCHISEE:
NATRON CORP.29375 W. TEN MILE ROADFARMINGTON HILLS, MI 48336
TEL: 248-426-9841CONTACT: JIM SATA
PROJECT NO.:
1734
SEAL:
SPECIAL USE REVIEW 03-31-2018
J
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
S. VOLBRECHT ROADCRETE, IL
EXPLORER 40
XX.XX.XX
EXPLORER 40
MAY 2016
312828
XXXXXX
-BIDS AND PERMITS: MAY 8, 2018A BULLETIN NO. 1 08-10-2018B
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, 8/10/2018 2:02:43 P
M, 1:1
![[XLS] · Web viewTitles Data DataB DataQ Analysis AnalysisB Analysis_Summary Cover_Back Principles and Definitions Table39 Table38 Table37 Table36 Table35 Table34 Table33 Table32 Table31](https://img.pdfslide.net/doc/110x75/5aafbcbe7f8b9a07498db375/xls-viewtitles-data-datab-dataq-analysis-analysisb-analysissummary-coverback.jpg)
