HomeMy WebLinkAboutPLANS 501 Big Thompson Ave Canopy 2018DRAWING HAS BEEN REVIEWED FOR CONFORMITY TO THE
GENERAL INTENT OF THE CONTRACT DOCUMENTS. THE
CUSTOMER SHALL BE RESPONSIBLE FOR VERIFYING
DIMENSIONS, ACCURACY AND QUANTITIES FOR EACH
PRODUCT. ALL-LITE ASSUMES THAT THE BUILDING
CONDITIONS, ILLUSTRATED OR NOT, ARE CAPABLE OF
SUPPORTING THE SUPPLIED PRODUCTS AT THE SPECIFIED
DESIGN LOAD.
BY:_____________________________DATE:____________
ALL-LITE ARCHITECTURAL PRODUCTS
REJECTED
REVISE AND RESUBMIT
NOTE MARKUPS
REVIEWED AND APPROVED
APPROVAL NECESSARY BEFORE FABRICATION CAN
BEGIN. PLEASE FILL IN THE INFORMATION BELOW.
REQUIRED TRELLIS ON SITE DATE:
DELIVERY CONTACT PERSON:
DELIVERY CONTACT PHONE#:
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 1 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
C-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.N/A
COVER SHEET
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PROJ. MGR: ZAC PARKER
SPACE RESERVED FOR P.E. STAMP
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
WIND VELOCITY 175 MPH
BUILDING EXPOSURE C
TRELLIS DEAD LOAD 3.5 PSF
TRELLIS LIVE LOAD 0.0 PSF
GROUND SNOW LOAD 70.0 PSF
TRELLIS WIND LOAD DOWN 36.0 PSF
TRELLIS WIND LOAD UP 36.0 PSF
TRELLIS LOAD ACTING DOWN 85.4 PSF
TRELLIS LOAD ACTING UP 33.9 PSF
ASCE 7-10
SHEET DESIGNATION
C-1....COVER SHEET
G-1....GENERAL VIEWS
P-1....PLAN
E-1....ELEVATION
D-1....DETAILS & SECTIONS
ALL-LITE, MCDONALDS SITE SUBMITTAL
TRELLIS CORNER SECTION ANCHOR QTY & SPACING
CORNER SECTION TAG ANCHOR QTY ANCHOR SPACING
LH-96-36 8 5 9/16 in
NON-STANDARD CONSTRUCTION - SEE ENGINEERING
ANCHOR SCHEDULE (ASCE 7-10)
WALL
CONDITION
WIND
SPEED
APPROX. O.C. SPACING
EIFS
EXTERIOR CONDITION
APPROX. O.C. SPACING
ALL OTHER
EXTERIOR CONDITIONS
WOOD
≤115 36" 36"
140
155
180
CMU
≤115
140
155
180
195
N/A
N/A
N/A
N/A
N/A
N/A
36"
N/A
N/A
N/A
N/A
36"
N/A
N/A
N/A
N/A
N/A N/A
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
SNAP CLOSURE PLATE
ON OUTRIGGER ENDS
HAIRLINE JOINT BETWEEN SECTIONS
SNAP CLOSURE PLATE AT FASCIA
UPPER TIE-BACK MOUNT
REFER TO SHEET D-1 FOR MOUNTING HARDWAREUPPER TIE-BACK ROD
LOWER TIE-BACK ROD
INFILL PANEL
LOWER MOUNTING BRACKET
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 2 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
G-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.NTS
TRELLIS GENERAL ASSEMBLY
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PROJ. MGR: ZAC PARKER
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
CUSTOMER IS TO:
~VERIFY ALL CONDITIONS
~VERIFY ALL DIMENSIONS
~VERIFY ALL QUANTITIES
~VERIFY FINISH TYPE & COLOR SELECTION
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 3 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
G-2
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.060
X.XX ±0.030
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.NTS
UNDERFILL PANEL
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PROJ. MGR: ZAC PARKER
INTERNAL GUTTER SYSTEM ALLOWING WATER TO DRAIN FROM LOWER
RIGHT SIDE OF TRELLIS.
(PANEL SHOWN IN CUT VIEW)
WATER TO DRAIN FROM GUTTER IN THIS AREA.
FASTENERS ATTACH PAN TO SUPPORT ANGLE
(FASTENERS CAN BE REMOVED IN FIELD FOR
REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS
OF LIGHTS)
FRONT OF
TRELLIS
REAR OF
TRELLIS
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
CUSTOMER IS TO:
~VERIFY ALL CONDITIONS
~VERIFY ALL DIMENSIONS
~VERIFY ALL QUANTITIES
~VERIFY FINISH TYPE & COLOR SELECTION
6-7/8" CUT OUTS FOR LIGHTS
FRONT SUPPORT ANGLE
PAN SUPPORT TUBES
PAN SUPPORT OUTRIGGERS
PAN SUPPORT ANGLES
GUTTER SYSTEM
GUTTER SYSTEM
WILL DISCHARGE
WATER IN THIS AREA
FASTENERS ATTACH PAN TO REAR OF TRELLIS
(FASTENERS CAN BE REMOVED IN FIELD FOR
REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS
OF LIGHTS)
FASTENERS ATTACH PAN TO SUPPORT ANGLE
(FASTENERS CAN BE REMOVED IN FIELD FOR
REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS
OF LIGHTS)
FASTENERS ATTACH PAN TO SUPPORT TUBES
(FASTENERS CAN BE REMOVED IN FIELD FOR
REMOVAL OF PAN FOR ANY MAINTENANCE REQUIREMENTS
OF LIGHTS)
REAR OF
TRELLIS
FRONT OF
TRELLIS
CUT VIEW
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 4 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
G-3
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.060
X.XX ±0.030
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.NTS
UNDERFILL PANEL DETAIL
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PROJ. MGR: ZAC PARKER
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
N
D-2
E-2
C
D
E-2
A
E-1
B
E-1
E
D-1
M
D-2
V
D-4
P
D-3
R
D-3
E
D-1
T
D-3
E
D-1
J
D-2
K
D-2
P
D-3
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
FINISH CODES
CODE TYPE COLOR
FA FLUOROPOLYMER APOLLO WHITE
FC FLUOROPOLYMER CHARCOAL GRAY
FP FLUOROPOLYMER PLATINUM
FG FLOUROPOLYMER YELLOW
FX MILL N/A
NOTES:
FASCIA SECTION WILL BE SHIPPED IN 12 FOOT SECTIONS. A SECTION PIECE 1.
OF THE FASCIA RUN MUST BE FIELD TRIMMED TO FIT. LEAVE 1/4" GAP AT
CONDITION FOR THERMAL EXPANSION. FASCIA FINISH IS PLATINUM UNLESS
OTHERWISE SPECIFIED.
"Mxx" - MOUNTING RAIL TAG.2.
ALL INSTALLATION HARDWARE TO BE MILL FINISH UNLESS OTHERWISE 3.
SPECIFIED.
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 5 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
P-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.3/32"=1'0"
PLAN VIEW, TRELLIS & FASCIA
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 5 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
P-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
FASCIA
247'' - OVERALL
FASCIA
66'' - OVERALL
FASCIA
38'' - OVERALL
FASCIA
96'' - OVERALL
FASCIA
39'' - OVERALL
FASCIA
262'' - OVERALL
FASCIA
39'' - OVERALL
FASCIA
254'' - OVERALL
FASCIA
46'' - OVERALL
FASCIA
5'' - OVERALL
FASCIA
168'' - OVERALL
FASCIA
328'' - OVERALL
FASCIA
48'' - OVERALL
FASCIA
16'' - OVERALL
FASCIA
18'' - OVERALL
(1) MF2
(2) M144
(1) ME1
(1) MF1
(1) ME2
(1) M144
(1) MD1
(1) MD2
FLASHING
BETWEEN TRELLIS
AND WALL (BY OTHERS)
FLASHING
BETWEEN TRELLIS
AND WALL (BY OTHERS)
80" TD1
UNDERFILL
FINISH : FC
118" TD2
UNDERFILL
FINISH : FC
48
"
PR
O
J
48
"
PR
O
J
47
"
TF
2
L
-
3
6
81" FINISH : FA
25" TE1R-DR
6
3
"
F
I
N
I
S
H
:
F
P
285" FINISH : FP
30 1/2"
TE2L
(3) 56"
T88
30 1/2"
TE2R-DR
31
1
/
2
"
TE
2
L
-
D
L
31
1
/
2
"
TE
2
R
-
D
R
36"
PROJ
48"
PROJ
48
"
PR
O
J
3
7
4
"
F
I
N
I
S
H
:
F
A
56"
T88-DL
1
8
"
P
R
O
J
96"
FINISH : FA
48"
CE1R 48"
CE1L
20
"
C
F
1
-
3
0
FI
N
I
S
H
:
F
A
30"
PROJ
(5
)
5
6
"
T5
6
-
3
6
291" BUILDING CONDITION
3
7
6
"
B
U
I
L
D
I
N
G
C
O
N
D
I
T
I
O
N
145" BUILDING
CONDITION
2" BUMP OUT 2" BUMP OUT
56" T56-DL
96" CS
LH-96-36-NP
FINISH : FA
48
"
PR
O
J
TOTAL FASCIA - 1670''
(30) END CAPS
(12) F144 - 144''
Maximum Stiffener Spacing
12" o.c. (Typ.)
(3) Tie-Backs required
Double Layered Tubes (typ.)
See Detail AB/D-4
Double Layered Tubes (typ.)
See Detail AB/D-4
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
B
E-1
ELEVATIONFRONT
SCALE: 3/32" = 1' P-1
ELEV +
T/SLAB
0'-0"
ELEV +
B/TRELLIS
10'-11"
ELEV +
B/CANOPY & TRELLIS
9'-0"
A
E-1
ELEVATIONDRIVE-THRU
SCALE: 3/32" = 1' P-1
ELEV +
T/SLAB
0'-0"
ELEV +
B/FASCIA & TRELLIS
10'-11"
10" WALL TO CL 12" CL TO CL
(2) 35" CL TO CL
(5) 56" CL TO CL
(2) 19 1/2" CL TO CL
2" CLEARANCE BETWEEN
FACE OF WALL AND TRELLIS
2" CLEARANCE BETWEEN
FACE OF WALL AND TRELLIS
2" OVERHANG
NOTES:
FASCIA, LINE TO LINE FIT.1.
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 6 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
E-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.AS NOTED
ELEVATION VIEWS - FRONT & DRIVE THRU
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 6 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
E-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
26" WALL TO CL 10" WALL TO CL
56" CL TO CL 94" CL TO CL
2" OVERHANG
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
C
E-2
ELEVATIONENTRY
SCALE: 3/32" = 1' P-1
ELEV +
T/SLAB
0'-0"
ELEV +
B/FASCIA & TRELLIS
9'-0"
D
E-2
ELEVATIONREAR
SCALE: 3/32" = 1' P-1
ELEV +
T/SLAB
0'-0"
ELEV +
B/FASCIA
9'-0"
ELEV +
B/FASCIA
10'-11"
14" WALL TO CL 12" WALL TO CL
2" CLEARANCE BETWEEN
FACE OF WALL AND TRELLIS
2" CLEARANCE BETWEEN
FACE OF WALL AND TRELLIS2" CLEARANCE BETWEEN
FACE OF WALL AND TRELLIS
(2) 30 1/2" CL TO CL
73 1/2" CL TO CL
(2) 18 1/2" CL TO CL
(4) 56" CL TO CL
NOTES:
FASCIA, LINE TO LINE FIT.1.
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 7 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
E-2
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.AS NOTED
ELEVATION VIEWS - ENTRY & REAR
C:
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 7 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
E-2
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
F
D-1
TIE-BACK DETAILTRELLIS
SCALE: 2" = 1' D-1
H
D-1
BOLT LOCATIONUPPER TIE-BACK
SCALE: 3" = 1' D-1
E
D-1
SECTIONTYPICAL TRELLIS
SCALE: 1" = 1' P-1
G
D-1
F
D-1
H
D-1
G
D-1
MOUNTING DETAILTRELLIS
SCALE: 2" = 1' D-1
3
5
"
CL
W
O
O
D
B
L
O
C
K
T
O
CL
W
O
O
D
B
L
O
C
K
3
3
"
T
O
P
O
F
T
R
E
L
L
I
S
T
O
CL
T
I
E
-
B
A
C
K
48" TRELLIS PROJECTION
2"
8
"
ALUMINUM IN-FILL PANEL
UPPER TIE-BACK ROD
ON 1/4" PER 12" SLOPE
LOWER TIE-BACK ROD
7/8" 3 5/8" 7/8"
5 3/8"
1
1
/
8
"
3
3
/
4
"
1
1
/
8
"
6
"
1
7
/
8
"
CL
TIE-BACK ROD
UPPER TIE-BACK MOUNT
CL
MINIMUM 2X8 DOUBLE STACKED
WOOD BLOCKING REQUIERED, SEE
STRUCTURAL DRAWINGS FOR ACTUAL
BUILDING BLOCKING REQUIREMENTS.
(BY OTHERS)
3/4" SCH 40 ALUMINUM SLEEVE
WITHIN AIR SPACE AND STUCCO
SUPPLIED LONGER FOR FIELD TRIM
STUCCO WALL ASSEMBLY
UPPER TIE-BACK MOUNT
SEALANT BY OTHERS
5/8" X 6" GALVANIZED
LAG BOLT AND WASHER
3" MIN. THREAD PENETRATION
2 1/2" MIN EDGE/END DISTANCE
SEE ANCHOR SCHEDULE ON SHEET C-1
FIELD INSTALLED
(SUPPLIED BY ALL-LITE)
5/8" X 6" GALVANIZED
LAG BOLT AND WASHER
3" MIN. THREAD PENETRATION
2 1/2" MIN EDGE/END DISTANCE
SEE ANCHOR SCHEDULE ON SHEET C-1
(SUPPLIED BY ALL-LITE)
METAL FLASHING
AND SEALANT
WOOD BLOCKING BY OTHERS
TRELLIS MOUNTING RAIL
(BY OTHERS)
FIELD INSTALLEDMINIMUM 2X8 DOUBLE STACKED
WOOD BLOCKING REQUIRED, SEE
STRUCTURAL DRAWINGS FOR ACTUAL
BUILDING BLOCKING REQUIREMENTS.
STUCCO EXTERIOR
(BY OTHERS)
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 8 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.AS NOTED
TRELLIS SECTION & DETAIL VIEWS
C:
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 8 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-1
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
J
D-2
SECTIONTRELLIS
SCALE: 1" = 1' P-1
H
D-1
N
D-2
BUTT JOINTFASCIA DETAIL
SCALE: 3" = 1' P-1
M
D-2
SECTIONTYPICAL FASCIA
SCALE: 3" = 1' P-1
#10 SST FLAT HEAD SCREWS
FIELD INSTALLED
(SUPPLIED BY ALL-LITE)
END PLATE VISIBLE FROM
BACK OF THE BUILDING
K
D-2
CONNECTIONTRELLIS-CANOPY
SCALE: 2" = 1' D-2
CONTINUOUS WOOD BLOCKING
END CAP TO FASTEN TO SCREW BOSS
WITH #10 SST FLAT HEAD SCREWS
(BY OTHERS)
SNAP CLOSURE PLATE CONCEALS
(SUPPLIED BY ALL-LITE)
1/4" X 3" LAG BOLTS & 1/4" WASHERS
HARDWARE AFTER INSTALLATION
FIELD INSTALLED (SUPPLIED BY ALL-LITE)
SEE NOTE 1 ON SHEET
METAL FLASHING BY OTHERS
P-1 FOR FASCIA LENGTH
2X8 WOOD BLOCKING (BY OTHERS)
ATTACH CANOPY TO TRELLIS
CONNECTING PLATE
SHEET METAL SCREWS
USING CONNECTING PLATE (SHIPPED LOOSE)
CANOPY ATTACHMENT DETAIL
INSTALL PLATE 2"MIN
FROM FRONT OF RUN
3
5
"
CL
W
O
O
D
B
L
O
C
K
T
O
CL
W
O
O
D
B
L
O
C
K
3
3
"
T
O
P
O
F
T
R
E
L
L
I
S
T
O
CL
T
I
E
-
B
A
C
K
48" TRELLIS PROJECTION
2"
8
"
UPPER TIE-BACK ROD - STANDARD
LOWER TIE-BACK ROD
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 9 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-2
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.AS NOTED
TRELLIS SECTION & DETAIL VIEWS
C:
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 9 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-2
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
AC
D-4
1
"
M
I
N
.
TYPICAL AT EACH END OF
TUBE FOR CORNER
TIE-BACK ROD
1
"
M
I
N
.
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
AA
D-4
P
D-3
SECTIONATU TRELLIS
SCALE: 1" = 1' P-1
G
D-1
F
D-1
H
D-1
48" TRELLIS PROJECTION
8
"
3
5
/
1
6
"
7/8" 50 1/8" PAN PROJECTION
3
5
"
CL
W
O
O
D
B
L
O
C
K
T
O
CL
W
O
O
D
B
L
O
C
K
3
3
"
T
O
P
O
F
T
R
E
L
L
I
S
T
O
CL
T
I
E
-
B
A
C
K
LOWER TIE-BACK ROD
PAN SUPPORTS
GUTTER SYSTEM
ALUMINUM IN-FILL PANEL
1/16" ALUM. UNDERFILL PAN
ON 1/4" PER 12" SLOPE
30" CANOPY
PROJECTION
8
"
BANDING BY OTHERS 18" CANOPY
PROJECTION
8
"
BANDING BY OTHERS
DOUBLE WOOD BLOCKING
BY OTHERS
WOOD BLOCKING
STUCCO EXTERIOR
5/8" x 6" GALVANIZED
LAG BOLT AND WASHER
3" MIN. THREAD PENETRATION
2 1/2" MIN EDGE/END DISTANCE
SEE ANCHOR SCHEDULE ON SHEET C-1
BY OTHERS
(SUPPLIED BY ALL-LITE)
R
D-3
SECTIONCANOPY
SCALE: 1" = 1' P-1
T
D-3
SECTIONCANOPY
SCALE: 1" = 1' P-1
S
D-3
MOUNTING DETAILCANOPY
SCALE: 2" = 1' D-2
S
D-3
S
D-3
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 10 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-3
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.AS NOTED
TRELLIS SECTION & DETAIL VIEWS
C:
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 10 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-3
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
V
D-4
SECTIONTYPICAL TRELLIS
SCALE: 1" = 1' P-1
G
D-1
F
D-1
H
D-1
25
5
/
8
"
T
O
P
O
F
T
R
E
L
L
I
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T
O
CL
T
I
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-
B
A
C
K
27
5
/
8
"
CL
W
O
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D
B
L
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C
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T
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CL
W
O
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D
B
L
O
C
K
36" TRELLIS PROJECTION
2"
8
"
ALUMINUM IN-FILL PANEL
ON 1/4" PER 12" SLOPE
UPPER TIE-BACK ROD - STANDARD
LOWER TIE-BACK ROD
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 11 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-4
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300Fax: 817-831-3110
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.AS NOTED
TRELLIS SECTION & DETAIL VIEWS
C:
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PROJ. MGR: ZAC PARKER
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 11 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-4
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.C:
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PROJ. MGR: ZAC PARKER
AC TIE-BACK DETAILCORNER TRELLIS
SCALE: 2" = 1'
5/8" x 8" ALL THREAD WASHER AND NUT
2 1/2" MIN EDGE/END DISTANCE
SEE ANCHOR SCHEDULE ON SHEET C-1
EIFS EXTERIOR
UPPER TIE-BACK MOUNT
(SUPPLIED BY ALL-LITE)
3/4" SCH 40 ALUMINUM SLEEVE
WITHIN AIR SPACE AND EIFS
SUPPLIED LONGER FOR FIELD TRIM
FIELD INSTALLED
MINIMUM 4 1/2" X 8 WOOD
BLOCKING REQUIRED, SEE
STRUCTURAL DRAWINGS FOR
ACTUAL BUILDING BLOCKING
SEALANT BY OTHERS
REQUIREMENTS. (BY OTHERS)
AA
D-4
MOUNTING DETAILCORNER TRELLIS
SCALE: 2" = 1'
MINIMUM 6x6 WOOD BLOCKING
REQUIRED, SEE STRUCTURAL
DRAWINGS FOR ACTUAL BUILDING
BLOCKING REQUIREMENTS.
WOOD BLOCKING
(BY OTHERS)
METAL FLASHING
AND SEALANT
BY OTHERS
(BY OTHERS)
5/8" X 12" ALL-THREAD, WASHER AND NUT
SEE TABLE ON SHEET C-1 FOR
CORNER SECTION ANCHOR
QUANTITY AND SPACING
EIFS EXTERIOR
(SUPPLIED BY ALL-LITE)
D-4
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.
AB
D-4
SECTIONEND OUTRIGGER
SCALE: P-1NTS
HOLE IN REAR FASCIA AND
SNAP CLOSURE PLATE TO BE
DONE IN FIELD BY OTHERS
SCONCE MOUNTING BRACKET
AND HARDWARE SUPPLIED BY OTHERS
SCONCE BY OTHERS MOUNTED
TO SNAP CLOSURE PLATE
WIRING/CONDUIT FOR SCONCE
THRU SCONCE MOUNTING BRACKET
(SUPPLIED BY OTHERS) MUST MEET
LOCAL CODE REQUIREMENTS
REV. NO. DESCRIPTION DATE DRAWN BY
A INITIAL RELEASE 11/13/2017 LSW
DRAWING DESCR:
PROJECT: SITE ID 005-0173
LOCATION: 501 BIG THOMPSON AVE, ESTES PARK, CO 80517
DRAWN BY: LSW
CUSTOMER: MCDONALD'S USA, LLC
DATE: 11/13/2017
SHEET: 12 of 12 SCALE:
CHK'D BY: ORDER NUMBER
271603
P.O. NUMBER
1737290
DRAWING NUMBER
D-5
5101 Blue Mound Road
Fort Worth, Texas 76106
Phone: 817-509-2300
UNLESS OTHERWISE SPECIFIED
DIMENSION ARE IN INCHES.
TOLERANCE UNLESS NOTED:
X.X ±0.030
X.XX ±0.015
X.XXX ±0.010
ANGLE ±1°
FRACTION ±1/16
MAX HOLE BREAKOUT:
15% OF MATERIAL THICKNESS
THIRD ANGLE PROJECTION
THIS DRAWING AND THE DESIGN REPRESENTED ARE
THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF
PCI INDUSTRIES AND MAY NOT BE DISCLOSED, LOANED,
COPIED, OR USED FOR ANY PURPOSE OTHER THAN DESIGN
REVIEW AND APPROVAL WITHOUT THE EXPRESS WRITTEN
CONSENT OF PCI INDUSTRIES.NTS
SCONCE DETAIL
C:
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P
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PROJ. MGR: ZAC PARKER
105 School Creek Trail
Luxemburg, WI 54217
Phone: (920)-617-1042
Fax: (920)-617-1100
www.rice-inc.com
RICE
ENGINEERING
This Certification is limited to the structural design of the structural
components of this sunshade system. It does NOT include
responsibility for:
* Structural design of glass lites, gaskets, and sealants.
* Design of air and water infiltration prevention
* The manufacture, assembly, or installation of the system.
* Quantities of materials or dimensional accuracy of drawings.