TITLE/SITE T1.0
LEGAL JURISDICTION: ALLEN COUNTY BUILDING DEPARTMENT
TACO BELL
TITLE SHEET
BUILDING CODE: INDIANA BUILDING CODE (2006 IBC), 2003 ICC/ANSI A117.1, INDIANA MECHANICAL CODE (2006 IBC), INDIANA PLUMBING CODE (2006 IBC) ,INDIANA ELECTRICAL CODE ( 2008 NEC)
CIVIL
INDIANA FIRE PREVENTION CODE (2008 IFC), INDIANA ENERGY CONSERVATION CODE 2010
T-001 C-001 C-101 C-111 C-112 C-121 C-131 C-132 C-133 C-141 C-501 C-502 C-503 C-504 C-505 C-506 1OF2 1OF2
(ASHREA 90.1 2007) GROSS BUILDING AREA:
BUILDING 2,006 S.F.
SEATING: 40
DRIVE THRU RESTAURANT LIVE MAS MEDIUM40
NET BUILDING AREA AND OCCUPANT LOAD TYPE PUBLIC - DINING ROOM PUBLIC - QUEUE AREA NON-PUBLIC WALK-IN COOLER CORRIDOR/RESTROOMS TOTAL OCCUPANCY:
AREA 522 S.F. 95 S.F. 873 S.F. 148 S.F. 255 S.F. 1893 S.F.
FACTOR 1:15 SF 1:5 SF 1:200 SF
OCCUPANTS 35 19 5
59
A2
TYPE CONSTRUCTION: TYPE VB
# PHONE LINES:
2 - 25 PAIR CABLE IN 2" AND 4" CONDUIT
ELECTRIC SERVICE:
GPD GROUP
SITE TITLE SHEET GENERAL NOTES DEMOLITION PLAN SITE PLAN SITE PLAN GRADING PLAN SWPP PLAN SWPP DETAILS SWPP OPERATION AND MAINTENANCE UTILITY PLAN SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS SITE DETAILS ALTA SURVEY ALTA SURVEY
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
LANDSCAPE
600 AMPS / 3 PHASE / 120-208 VOLT
L-001 L-101 L-501
GAS: 790,000 BTUH
LANDSCAPE SPECIFICATIONS LANDSCAPE PLAN LANDSCAPE DETAILS
PROJECT SUMMARY STRUCTURAL REFER TO STRUCTURAL DRAWINGS
DESIGN CRITERIA REFER TO CIVIL DRAWINGS.
S1.0 S2.0 S3.0 S4.0 S4.1 S4.2 S4.3 S5.0
FOUNDATION PLAN WALL FRAMING PLAN ROOF FRAMING PLAN STRUCTURAL DETAILS (FOUNDATION) STRUCTURAL DETAILS (FRAMING) STRUCTURAL DETAILS (ROOF) STRUCTURAL DETAILS (TACO BELL TOWER) CANOPY / AWNING BLOCKING ELEVATIONS
LEGAL DESCRIPTION REV. 1
DATE
DESCRIPTION
01.30.15
BULLETIN #1
ARCHITECTURAL
SHEETS T1.0, C-111, S3.0, A3.0, A4.0, A4.1, A5.0, A5.1, A5.2, A7.2, M1.0, M2.0
REVISIONS OWNER
A. ALL WORK SHALL CONFORM TO THE 2008 INDIANA BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF FORT WAYNE AND COUNTY OF ALLEN.
NAME
ROOM NAME
1
B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. D. DRAWINGS ARE BASED ON A SURVEY, DATED 07.24.14 PREPARED BY GPD GROUP, INC. AND IS INCLUDED IN THESE DOCUMENTS. E. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICAL INVESTIGATION DATED SEPTEMBER 9, 2014 BY PSI, INC. THE REPORT IS PART OF THESE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS RESPONSIBLE FOR CARRYING OUT ITS RECOMMENDATIONS, THOUGH SOME MAY NOT BE SPECIFICALLY DETAILED ON THE PLANS. F. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. G. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE YUM BRANDS CONSTRUCTION MANAGER, IN WRITING, PRIOR TO INSTALLATION. H. RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION AS RECOMMENDED IN THE GEOTECHNICAL REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G.C. SHALL CERTIFY PAD ELEVATION PRIOR TO START OF FOUNDATION WORK. I.
SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. YUM BRANDS WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER.
X AX.X
SHEET NUMBER
4
AX.X
ELEV. SHEET DOOR NUMBER
2 ELEVATION NUMBER
3 8'-4"
ELEV. LETTER
CEILING HEIGHT BLDG. SECTION LETTER
X AX.X
X
WINDOW NUMBER / DECOR ITEM NUMBER
X
EXTERIOR WALL FINISH NUMBER
X
KEY NOTE
X-000 XX
EQUIPMENT NUMBER ROOM FINISH NUMBER
BLDG. SECTION SHEET DETAIL NUMBER
X AX.X
DIRECTION OF DETAIL DETAIL SHEET
X 0'-0" ELEV
X
REVISION NUMBER BLDG. HEIGHT REFERENCE POINT
X XXX 000
INTERIOR ELEVATION DESIGNATION SHEAR WALL TYPE (STRUCTURAL)
GPD GROUP 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: ELLEN SELLE PHONE: 216-972-2157
CONSTRUCTION MANAGER
STRUCTURAL ENGINEER
YUM! BRANDS, INC. 1900 COLONEL SANDERS LANE LOUISVILLE, KY 40213 CONTACT: JAMES MCNALLY PHONE: (513) 808-5245
GPD GROUP 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: ELLEN SELLE PHONE: 216-972-2157
CIVIL ENGINEER
MECH. / ELEC. ENGINEER
GPD GROUP 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: ELLEN SELLE PHONE: 216-972-2157
GPD GROUP 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: ELLEN SELLE PHONE: 216-972-2157
LANDSCAPE ARCHITECT
EQUIPMENT / FIXTURE NUMBER (M.E.P.)
GPD GROUP 520 S. MAIN STREET, SUITE 2531 AKRON, OH 44311 CONTACT: ELLEN SELLE PHONE: 216-972-2157
INDICATES SUSTAINABLE DESIGN GREEN
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS
GENERAL DRAWING SYMBOLS
PROJECT DIRECTORY
FLOOR PLAN DOOR & WINDOW ELEVATIONS AND SCHEDULES EQUIPMENT AND SEATING PLAN EQUIPMENT SCHEDULE ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS CONSTRUCTION DETAILS - ROOF CONSTRUCTION DETAILS - DOOR / WINDOW CONSTRUCTION DETAILS - WALL FINISH DETAILS CONSTRUCTION DETAILS - INTERIOR FLOOR FINISH PLAN REFLECTED CEILING PLAN FINISH SCHEDULE INTERIOR ELEVATIONS - DINING ROOM INTERIOR ELEVATIONS, ENLARGED RESTROOM & OFFICE PLAN INTERIOR ELEVATIONS - KITCHEN INTERIOR ELEVATIONS - KITCHEN
02/11/15
1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
ACCESSIBILITY ADA1.0 ADA1.1
ACCESSIBILITY REQUIREMENTS ACCESSIBILITY REQUIREMENTS
MECHANICAL M1.0 M2.0 M3.0 M4.0
MECHANICAL SCHEDULES AND NOTES DUCT AND DIFFUSER PLAN HOOD DRAWINGS - PLANS AND SECTIONS MECHANICAL AND HOOD DETAILS CONTRACT DATE:
PLUMBING P1.0 P2.0 P3.0 P4.0 P5.0 P6.0
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
PLUMBING SCHEDULES AND NOTES WASTE AND VENT PLAN WATER AND GAS PLAN PLUMBING ROUGH-IN PLAN RISER DIAGRAMS PLUMBING DETAILS
JUNE 2014
PLAN VERSION: SITE NUMBER:
310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL
J. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. K. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. L. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. M. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION.
PROJECT GENERAL NOTES
ARCHITECT
YUM! BRANDS, INC. 1900 COLONEL SANDERS LANE LOUISVILLE, KY 40213 CONTACT: JAMES MCNALLY PHONE: (513) 808-5245
A1.0 A1.1 A2.0 A2.1 A3.0 A4.0 A4.1 A5.0 A5.1 A5.2 A6.0 A6.1 A6.2 A6.3 A6.4 A7.0 A7.1 A7.2 A8.0 A8.1 A8.2 A8.3
VICINITY MAP
SEWER
TELEPHONE
CITY OF FORT WAYNE - DEVELOPMENT SERVICES 200 EAST BERRY STREET FORT WAYNE, IN 46802 CONTACT: LISA RAMOS PHONE: 260-427-2688
FRONTIER COMMUNICATIONS 8001 WEST JEFFERSON BOULEVARD FORT WAYNE, IN 46804 CONTACT: LAUREN GANT PHONE: 260-461-3646
ELECTRICAL E1.0 E2.0 E2.1 E3.0 E3.1 E3.2 E4.0 E5.0 E6.0 E7.0
SITE ELECTRICAL PLAN RISER DIAGRAM AND LEGEND PANEL SCHEDULES AND LOAD SUMMARY POWER FLOOR PLAN ENLARGED POWER PLAN AND DETAILS POWER ROOF PLAN LIGHTING PLAN & SCHEDULE COMMUNICATIONS PLAN ELECTRICAL DETAILS ELECTRICAL DETAILS
WATER
ROADS
CITY OF FORT WAYNE - NEW WATER AND SEWER 200 EAST BERRY STREET FORT WAYNE, IN 46802 CONTACT: RICK SEALS PHONE: 260-427-4688
CITY OF FORT WAYNE 200 EAST BERRY STREET, SUITE 210 FORT WAYNE, IN 46802 CONTACT: KYLE WINLING PHONE: 260-427-2781
GAS
HEALTH
SCOPE OF WORK
NIPSCO (NORTHERN INDIANA PUBLIC SERVICE COMPANY) CONTACT: MARIA PHONE: 888-689-8665
FORT WAYNE - ALLEN COUNTY HEALTH DEPARTMENT 200 EAST BERRY STREET, SUITE 360 FORT WAYNE, IN 46802 CONTACT: STEVE SCHUMM PHONE: 260-449-7116
IN BOOK FORMAT
ELECTRIC
TRASH
AMERICAN ELECTRIC POWER CONTACT: NEW BUSINESS OPERATOR PHONE: 888-710-4237 X4211
WASTE MANAGEMENT OF INDIANA - FORT WAYNE DIV. 4636 ADAMS CENTER ROAD FORT WAYNE, IN 46806 CONTACT: KIMBERLY HOBSON PHONE: 260-447-5585
UTILITY CONTACTS
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
SPECIFICATIONS IN BOOK FORMAT
TITLE SHEET
T1.0 SHEET INDEX
PLOT DATE:
TACO BELL
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
1209 RECKEWEG ROAD FORT WAYNE, INDIANA
02/11/15
ISSUED FOR CONST.
01.30.15
LOCATION MAP CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
INDEX OF DRAWINGS T-001 C-001 C-101 C-111 C-112 C-121 C-131 C-132 C-133 C-141 C-501 C-502 C-503 C-504 C-505 C-506 L-001 L-101 L-501 1 OF 2 2 OF 2
TITLE SHEET GENERAL NOTES DEMOLITION PLAN SITE PLAN PAVEMENT STRIPING PLAN GRADING PLAN SWPP PLAN SWPP DETAILS SWPP OPERATION AND MAINTENANCE UTILITY PLAN DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS LANDSCAPE NOTES LANDSCAPE PLAN LANDSCAPE DETAILS ALTA/ACSM SURVEY ALTA/ACSM SURVEY
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
1
ISSUED FOR CONST.
01.30.15
BULLETIN 1
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
PLAN
WASHOUT SIGN
TYPICAL SECTION
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
VAN ACCESSIBLE
02/11/15
ISSUED FOR CONST.
01.30.15
BASE PLATE
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
2'-0"
LIVE MAS MEDIUM40
FOUNDATION
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
CONDUIT SCHEDULE DEVICE
POWER
DATA
ISSUED FOR CONST. CL
01.30.15
CL CL
CANOPY CL CL
CL
CONTRACT DATE:
CL
PORTAL
CL
CL
CL
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN CL
LIVE MAS MEDIUM40
CL
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
*
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
02/11/15
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
3
7
02/11/15
4 2 3 4
24" 18" 6"
12" 6" 6"
ISSUED FOR CONST.
01.30.15
7
12" 18" 12"
1
24" 18" 6"
12"
6"
12" 5
5
6
5
1
5 CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
REGION 5 - MIDWEST 1
BLUE FESCUE FESTUCA GLAUCA
PER PLAN
12"
12"
3 GAL.
15"
15"
24"
24"
JAPANESES BARBERRY BERBERIS THUNBERGII
PER PLAN
3
SOAPWEED YUCCA GLAUCA
PER PLAN
5 GAL.
4
DWARF GOLDEN ARBORVITAE THUJA OCCIDENTALIS 'RHEINGOLD'
PER PLAN
5 GAL.
PER PLAN
6"-24"
5 6 7
LIMESTONE BOULDER SAND -GREY - SEE LANDSCAPE NOTE 6 GRAVEL MULCH: RED GARNITE -3" AGGREGATE
STEEL EDGING
PER PLAN PER PLAN
TACO BELL
3 GAL.
2
3"
N/A
2014088.06
N/A
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
N/A 3" AFG 6" BFG
N/A
LANDSCAPE DETAILS
L-501 PLOT DATE:
GPD GROUP
68'-2" 1'-412" 2'-012"
9'-412"
2'-1"
4'-6"
10'-7"
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
34'-212"
4'-0"
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
2'-812"
17'-212"
10'-112"
10'-2"
8'-0"
11"
4 S4.0 6x6 POST
(2) 2X6 KING STUDS
6
TYP.
6
5
6
6
6
7
FD
2"
FD
9
FD
6
(2) 2X6 KING STUDS
5'-0"
1
1
1
27'-5" 21'-712"
5'-0"
3
FD
TYP.
FD
(1) 2X6 TRIMMER STUD W/ (2) 2X6 KING STUDS
11"
TYP.
D
FS
FD 21'-5"
1 S4.0
11 S4.0
TYP. (3) 2X6 KING STUDS
3
TYP.
5
1
6x6 POST
(3) 2X6 KING STUDS, TYP.
6
7
1
6x6 POST
1 1
FD
3 S4.0
1 FD
(3) 2X6 KING STUDS
(2) 2X6 KING STUDS
7 2
3
2 S4.0
TYP.
(3) 2X6 KING STUDS
5 6
10 S4.0
29'-11" 19'-612"
6
(2) 2X6 KING STUDS W/(1) 2X6 TRIMMER STUD
(3) 2X6 KING STUDS, TYP.
2 S4.0
6 (3) 2X6 KING STUDS
FD
6 (3) 2X6 KING STUDS
HD
11"
(3) 2X6 KING STUDS
02/11/15
1 S4.0
TYP.
6
(2) 2X6 KING STUDS
1 S4.0
6 (1) 2X6 TRIMMER STUD W/ (2) 2X6 KING STUDS
12'-10"
14'-2"
6'-612"
6"
5
C
11 S4.0
FS
6x6 POST TYP.
3
9
15'-0"
15'-1112"
TYP.
1 S4.0
20'-8"
2 S4.0
4'-4" (3) 2X6 KING STUDS
61
26'-5"
10 S4.0
(2) 2X6 KING STUDS
2'-5"
10 S4.0
6
18'-10"
1'-412"
1
1
1 S4.0
5'-9"
6'-11"
4
TYP.
1 S4.0
(3) 2X6 KING STUDS
9
FS
3 S4.0
11"
612" 5'-8"
11'-10"
2'-0"
9"
1'-1"
FS
(1) 2X6 TRIMMER STUD W/ (2) 2X6 KING STUDS
3
5'-9"
8
(1) 2X6 TRIMMER STUD W/ 6x6 POST
7
4'-3"
5'-7"
(3) 2X6 KING STUDS
4'-4"
6
9 S4.0
2'-5"
4 4'-3"
E
11"
912"
4"
6"
(3) 2X6 KING STUDS
1'-3"
4 S4.0
(1) 2X6 TRIMMER STUD W/ 6x6 POST
12'-512"
(3) 2x6 KING STUDS
712"
5'-0"
5'-112"
9'-6"
B
8 S4.0
ISSUED FOR CONST.
01.30.15
(1) 2X6 TRIMMER STUD W/ (2) 2X6 KING STUDS 8'-412"
1'-612"
10'-512"
3'-10"
6"
67'-312"
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
FOUNDATION PLAN DESIGN CRITERIA: 2006 INTERNATIONAL BUILDING CODE ROOF SNOW LOADS: GROUND SNOW LOAD (Pg): EXPOSURE FACTOR (Ce): IMPORTANCE FACTOR (I): FLAT-ROOF SNOW LOAD (Pf): THERMAL FACTOR (Ct): ROOF LOADS: LIVE LOAD: DEAD LOAD:
20 PSF 1.0 1.0 20 PSF +DRIFT 1.0
20 PSF 20 PSF
WIND LOADS: 3 SECOND GUST: 90 MPH IMPORTANCE FACTOR: 1.0 EXPOSURE CATEGORY (MWFRS): C
SEISMIC LOADS: SEISMIC USE GROUP: 1 SESMIC IMPORTANCE FACTOR: 1.0 SITE CLASS: D (ASSUMED) MAPPED SPECTRAL RESPONSE ACCEL: Ss: 0.149 S1: 0.060 SPECTRAL RESPONSE COEFF.: SHORT PERIODS (SDS): 0.164 SEC. PERIODS (SD1): 0.095 WOOD SHEAR WALLS RESPONSE MOD. FACTOR (R): 6.5 DESIGN BASE SHEAR (V): 0.03W ANALYSIS BY SIMPLIFIED PROCEDURE
MISCELLANEOUS: A. DIMENSIONS NOTED ARE TO FACE OF CONCRETE. REFER TO DWG. A1.0 FOR DIMENSIONS TO FACE OF STUD AND OTHER DIMENSIONS NOT OTHERWISE NOTED. B. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. C. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. D. SEE PLUMB. DWGS. FOR PLUMB. LAYOUT DIMENSIONS, U.N.O. E. SEE ELECT. DWGS. FOR ELECT. LAYOUT DIMENSIONS, U.N.O. F. COORDINATE FOUNDATION AND SLAB LAYOUT WITH OTHER TRADES PRIOR TO CASTING SLAB. SOILS: A. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED, NATIVE SOILS OR ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. INCREASE DEPTH AS REQ'D BY GEOTECHNICAL ENGINEER. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICAL. OVER-EXCAVATIONS IN DEPTH SHALL BE FILLED WITH CONC., AND IN WIDTH MAY BE FILLED WITH LEAN CONC. OR COMPACTED, APPROVED BACKFILL. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINF. OR CONC. B.
PROVIDE SHOP DRAWINGS AND CALCULATIONS BY REGISTERED ENGINEER FOR SIGNS AND AWNINGS
THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN BEARING PRESSURE OF 2000 PSF.
C. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT PRESENTED BY PSI, INC. DATED SEPTEMBER 9, 2014, PROJECT NO. 0016-780.
CONCRETE: A. CONCRETE SHALL BE HARD ROCK CONCRETE. (5 SACK CEMENT PER CU.YD. MIN.) AND MEET THE FOLLOWING MIN. ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: MIN. STRENGTH AGGREGATE AIR SLUMP LOCATION 28 DAYS PSI SIZE - INCHESS % INCHES TOLERANCE
FROST SLABS (4000 DESIGN) 1" x #4 CONCRETE MIX DESIGN AND TESTING SHALL MEET WITH THESE SPECS. CEMENT SHALL BE IN ACCORDANCE WITH ASTM C 150 TYPE I. VERIFY MIN. CONCRETE STRENGTH AND CEMENT TYPE. C. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. D. CONCRETE CURING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ACI-318-05 SECTION 5.11 AND STANDARD PRACTICE FOR CURING CONCRETE REPORTED BY COMMITTEE 308. E. ANCHOR BOLTS - F1554, USE 5/8" DIAMETER ANCHOR BOLTS (A.B.) @ 48" O.C. U.N.O. PER SHEARWALL SCHEDULE. F. THERE SHALL BE A MIN OF TWO ANCHOR BOLTS PER SILL PLATE PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 5" FROM EA. END OF THE SILL PLATE PIECE. G. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONC. B.
SLAB: A. DESIGN IS BASED UPON 4" THICK CONCRETE SLAB REINFORCED WITH 6x6-W2.9x2.9 WWF, OVER 10 MIL VAPOR RETARDER MEMBRANE, OVER 6" AGGREGATE BASE, OVER ENGINEERED SUBGRADE. B.
DESIGN CRITERIA
F
1/4"=1'-0"
D
310450 / 427473
STORE NUMBER:
2014088.06
A TACO BELL
SPECIAL INSPECTIONS: SPECIAL INSPECTIONS ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION 1704. SPECIAL INSPECTIONS SHALL BE IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY THE BUILDING CODE. SPECIAL INSPECTION SHALL BE PAID BY THE OWNER. REQUIRED SPECIAL INSPECTIONS: IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. 1. SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION (COMPACTING FILL, SPECIAL GRADING) 2. STRUCTURAL CONCRETE OVER 2,500 PSI SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE CODE OFFICIAL, ENGINEER AND OWNER.
1
1
SLAB SHALL BE PITCHED 2" FOR 5'-0" x 5'-0" SQUARE AT ALL FLOOR DRAINS U.N.O. REFER TO PLUMBING DRAWINGS FOR LOCATIONS.
2
PROVIDE HUB DRAIN (HD) UNLESS REQUIRED BY LOCAL CODE TO HAVE FLOOR SINK (FS).
3
INDICATES INSIDE SURFACE OF FOOTING. SEE SHEET S4.0.
4
HTT5 HOLDOWN ANCHOR. SEE 6/S4.0 FOR HOLDOWN EMBEDMENT DETAIL.
5
ANCHOR BOLTS LOCATED THROUGHOUT PERIMETER OF BUILDING SHALL BE PROVIDED AS REQUIRED PER THE "PLATE/ANCHOR BOLT" COLUMN OF THE "WALL SHEATHING AND SHEARWALL SCHEDULE." SEE D/S2.0.
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
6
HDU5 HOLDOWN ANCHOR AT EACH END OF SHEARWALL. SEE 6/S4.0 FOR HOLDOWN EMBEDMENT DETAIL.
7
HD19 HOLDOWN ANCHOR AT EACH END OF INTERIOR SHEARWALL. SEE 6/S4.0 FOR HOLDOWN EMBEDMENT DETAIL.
8
HHDQ14-SDS2.5 HOLDOWN ANCHOR AT EACH END OF FRONT SHEARWALL. SEE 6/S4.0 FOR HOLDOWN EMBEDMENT DETAIL.
9
INTERIOR WALLS (TYP.) SEE SHEET S2.0
FOUNDATION PLAN
S1.0
BUILDING SLAB ON GRADE HAS BEEN DESIGNED TO BEAR DIRECTLY ON NATIVE SOILS. ON-SITE GEOTECHNICAL ENGINEER SHALL VERIFY THAT EXISTING SOILS MEET DESIGN REQUIREMENTS. ON-SITE GEOTECHNICAL ENGINEER SHALL ALSO PROVIDE PROOF ROLLING REQUIREMENTS TO ENSURE THAT SETTLEMENT OF SLABS AND FOOTINGS ARE WITHIN ACCEPTABLE LIMITS.
FOUNDATION PLAN NOTES
JUNE 2014
SPECIAL INSPECTIONS
C
KEY NOTES
B
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
68'-07 8" 65'-512"
8 SHEARWALL END DETAIL B S4.2 8 S4.1
7
SHEARWALL EA. END DETAIL A
9
8'-57 8"
2
8 S4.2
2
1
7
8 S4.2
8 S4.2 8 S4.2
3
SHEARWALL END DETAIL D
1
SHEARWALL END DETAIL A
8 S4.2
SHEARWALL END DETAIL B
SHEARWALL END DETAIL A
E
1
8 S4.2
24'-57
2
1
2 SHEARWALL END DETAIL D
1
1 11
8"
5 4 3
2 TYP. TYP.
SHEARWALL END DETAIL D 8 S4.2
30'-5"
SHEARWALL END DETAIL A
1
TYP. TYP.
18 S4.1
8 S4.2
1
.
9 2 3
7'-11"
1
10
9 2 2
5 4 3
TYP. TYP. SHEARWALL END DETAIL B
SHEARWALL END DETAIL C
8 S4.2
8 S4.2
SHEARWALL END DETAIL A
8 S4.2
02/11/15
2'-518"
4'-412"
SHEARWALL END DETAIL B 8 S4.2
10'-105 8" SHEARWALL LENGTH
1
8 S4.1
C
8 SHEARWALL END DETAIL D 8 S4.2
2 S4.1
D
9
ABOVE
SI M
21'-7"
22'-2" HIGH PARAPET FRAMING
27'-4" STUD TO STUD
SHEARWALL END DETAIL C
8 S4.2
8
1
5 4 3
SHEARWALL LENGTH
27'-4" STUD TO STUD
SHEARWALL END DETAIL D
2
4 S4.1
512"
SHEARWALL LENGTH
8 S4.2
2
5 TYP. 4 3 TYP.
7'-612"
4"
10 5'-9" SHEARWALL LENGTH
5'-6" HIGH TOWER FRAMING
2
512"
11'-018" SHEARWALL LENGTH
9'-3"
4'-37 8"
6
2 S4.2
SI M .
20 S4.3
13'-53 8" SHEARWALL LENGTH
4'-0"
SI M .
2 S4.2
10'-7" SHEARWALL LENGTH
19'-11"
1'-412"
5'-318"
5'-53 8"
4"
5'-53 8"
4'-7"
1'-95 8"
11'-63 8" SHEARWALL LENGTH
2'-712" HIGH TOWER FRAMING
2 S4.2
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
1 6"
3
.
M SI
2
2
2 S4.1
2
2
2 S4.2
1
4
2 S4.2
10 S4.1
. YP
T
OPP. HAND
27'-512"
2'-0"
11'-10"
15'-0" SHEARWALL LENGTH
30'-312" HIGH PARAPET FRAMING
2
1 4 S4.1
10 S4.1
8 S4.2
8 S4.1
9'-4" SHEARWALL LENGTH
34'-212"
1'-1"
B SHEARWALL END DETAIL C
ISSUED FOR CONST.
01.30.15
6" 2'-812" HIGH PARAPET FRAMING
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
WALL FRAMING PLAN MARK 1 2 3 4
BUILT-UP SECTION (3) 2x8
1
--
(3) 2x10
SHEATHING 1/2" CDX PLYWD (32/16), PS1 RATING
EDGE 10d @ 6" O.C.
FIELD
PLATE / ANCHOR BOLT
REMARKS
10d @ 12" O.C.
5/8" DIA. F1554 (18x3)@ 32" O.C. W/ WASHER PLYWOOD ON EXTERIOR FACE OF STUDS
2
1/2" CDX PLYWD (32/16), PS1 RATING
10d @ 6" O.C.
10d @ 12" O.C.
5/8" DIA. F1554 (18x3)@ 16" O.C. W/ WASHER PLYWOOD ON BOTH SIDES OF STUDS
3
1/2" CDX PLYWD (32/16), PS1 RATING
10d @ 4" O.C.
10d @ 12" O.C.
5/8" DIA. F1554 (18x3)@ 8" O.C. W/ WASHER
-3
--
SW
BUILT-UP MANUF. MEMBER
1
PLYWOOD ON BOTH SIDES OF STUDS SEE NOTE 2 AND 8.
(3) 1 4" x 9 4" LVL
(3) 2x4
-***
1/2" CDX PLYWD (32/16), PS1 RATING
10d @ 6" O.C.
10d @ 12" O.C.
5/8" DIA. A307 (16x3) @ 48" O.C. W/ WASHER NAILING @ HEADERS PER 20/S4.1
*** REQUIREMENTS FOR EXTERIOR NON-SHEARWALL WALLS NOTES:
1.
1. BUILT-UP HEADER SECTION SHALL HAVE 1/2" PLYWOOD SANDWICHED PIECES. REF. 20/S4.1 2. MANUFACTURED LUMBER TO BE 1.9E MICROLLAM LVL BY I-LEVEL OR APPROVED EQUAL (NER-200). REF.19/S4.1
2. 3. 4.
5. 6.
HEADER SCHEDULE
N.T.S.
F
OSB OF COMPARABLE THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL U.O.N. BLOCK EDGES WITH 3x MATERIAL WHERE 10d NAILING IS 3" O.C. OR LESS AND 8d NAILING IS 2" O.C. OR LESS. ALL PLYWOOD NAILS SHALL BE COMMON WIRE. SEE SPECIFICATIONS FOR OTHER NAIL REQUIREMENTS. EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS IN THE WALL FRAMING PLAN SHALL MEET REQUIREMENTS INDICATED FOR NON-SHEARWALL WALLS IN THE SCHEDULE ABOVE. SHEARWALL LENGTHS WHERE NOTED ARE MINIMUM. DO NOT LOCATE HOLDDOWNS FROM THESE DIMENSIONS. SEE ARCH DWGS FOR ACTUAL WALL LENGTHS. HD REFERS TO SIMPSON STRONGTIE CO. HOLDDOWNS. INSTALL PER 16/S4.0. POST WIDTH SHALL MATCH STUD WALL WIDTH. SEE FOUNDATION PLAN FOR OTHER REQ'S.
7. 8.
EDGE NAIL WALL PLY TO STUDS OR POSTS WITH HOLD-DOWNS. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO WALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.
WALL SHEATHING AND SHEARWALL SCHEDULE
D
WALL FRAMING: A. EXTERIOR WALL NON-BEARING & BEARING STUDS SHALL BE NO. 2 SPRUCE-PINE-FIR. INTERIOR WALL STUDS MAY BE STUD GRADE. B. ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, BEAM SEATS AND COLUMN CAPS. C. SEE SHEET A1.0 FOR DIMENSIONS. D. EXTERIOR STUD WALLS ARE 2x6 AT 16" O.C. U.N.O. E. ALL WOOD IN CONTACT WITH CONC., STEEL OR GRADE SHALL BE PRESSURE TREATED. F. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR TREATED MEMBER SHALL BE EQUAL DISTANCE FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL SHALL BE INSTALLED ON THE 1-1/2" EDGE OF THE MEMBER. G. THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER AND PLYWOOD MEET THE REQUIREMENTS OF THE SPECS. AT THE TIME OF INSTALLATION AND AT CLOSE-IN. H. USE AT PRESSURE TREATED LUMBER AT WINDOW JAMBS, SILL AND STUDS UNDER SILL AS WELL AS ALL TOILET PLUMBING WALLS. STUD LAYOUT: A. LAYOUT STUDS ON SIDEWALLS (LONG WALLS) STARTING AT REAR OF BUILDING TOWARDS FRONT. B. LAYOUT STUDS ON ENDWALLS (SHORT WALLS) STARTING AT EACH END AND WORKING TOWARDS CENTER.
FRAMING PLAN NOTES
C
1/4"=1'-0"
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
A TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
1
COORDINATE WITH ELECTRICAL POWER PLAN SHEET E3.0.
2
INTERIOR NON-BEARING STUD WALL FRAMING; REFER TO SHEET A1.0 FOR DIMENSIONS AND STUD SIZES. SEE DETAIL 13 & 14/S4.1 AND WALL FRAMING NOTES.
3
(2) 2x6 TOP PLATES - SPLICE PER 15/S4.1. U.N.O. REF. 1/S4.3 FOR CAP DETAIL.
4
TOP OF TRUSS BEARING PLATE. SEE DETAIL 2 & 4/S4.1.
5
TOP OF PARAPET. SEE DETAIL 2 & 4/S4.1.
6
ENSURE ROUGH OPENING DIMENSION TO PROVIDE TOLERANCE FOR DRIVE THRU WINDOW INSTALLATION. COORDINATE WITH WINDOW MANUFACTURER.
7
EXTERIOR SHEATHING SHALL NOT BE INTERRUPTED WITH TOWER FRAMING TYPICAL.
8
INTERIOR SHEAR WALL. FRAMING FOR 2X6 STUDS, BLOCKING, & SILL PLATE SHALL BE SOUTHERN PINE OR DOUGLAS FIR AT THIS WALL. PROVIDE 6X6 POST AT EACH END OF WALL.
9
COORDINATE WITH PLUMBING ROUGH IN SHEET P4.0.
10
2x FRAMING ON THICKENED CONCRETE FOUNDATION / PIER; SEE SHEETS S1.0 AND S4.0. DIMENSIONS FOR FRAMING ARE TO FACE OF STUD.
KEY NOTES
B
LIVE MAS MEDIUM40
WALL FRAMING PLAN
S2.0 PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
1'-412" TOP OF PARAPET = 22'-1" A.F.F. 1'-10"
8 SPACES AT 2'-8" = 21'-4"
2'-5"
9" 1'-11"
20 S4.3
512"
4 S4.1
12 S4.3
TYP.
9 5
7
20
5'-11"
10
15
6
6
20
18
2'-6"
8 T1-XX
T2-XX
T3-X
T4-X
T5-X
T6-X
15 T7-X
T9-XX
T10-XX
T11-XX
T12-XX
T13-XX
T14-XX
T15-XX
8'-412" TOP OF PARAPET = 20'-9 1/2" A.F.F.
7'-512"
8'-8" T16-XX
21 2
2 T17-X
T18-XX
T19-XX
T20-XX
14
712"
1'-2"
T8-X
11'-4" T21-X
T22-X
T23-X
T24-X
2
1'-2"
EF
2 T25-X
15
6 3
6
13
20
COOLER COND.
14
2
18 S4.1
1'-2"
17
25'-1"
1
FREEZER COND.
1
1'-312"
11 S4.1
RTU
EF
6
17'-7"
1'-912" 1'-3" 1'-912"
8
ICE COND.
4"
SLOPE 1/2-12 DOWN
4'-0"
4"
19
3 6
1'-7"
3'-6"
1'-3"
1
6
SLOPE 1/2-12 DOWN
6'-7" (TRANE) 4'-"0 (YORK ALT.)
1'-3"
6
RTU
17 S4.3
3'-2"
6
2 S4.1
8
2'-112"
16
11 S4.1
18 S4.3 9'-412"
24'-6"
18
19'-512" TOP OF PARAPET = 20'-2 1/2" A.F.F.
17
5'-212"
4 S4.3
10
22'-1" TOP OF PARAPET = 20'-9" A.F.F.
2'-7"
2
4 S4.1
4
27'-4" STUD TO STUD
3 SPACES AT 2'-8" = 8'-0"
2'-2"
2'-2"
5'-7" TOP OF PARAPET = 22'-1" A.F.F.
5
5 SPACES AT 2'-8" = 13'-4"
8'-312"
4"
2
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
1
1 66'-812" TOP OF VERTICAL TRUSS LEG = 19'-11 1/2" A.F.F. 3 SPACES AT 2'-8" = 8'-0" 5'-4"
18 S4.3
5 11
13
11
11
11
11
4 S4.1
6"
5
02/11/15
1
11 2'-812"
1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
66'-9" 30'-312" TOP OF VERTICAL TRUSS LEG = 20'-6" A.F.F.
34'-3" TOP OF VERTICAL TRUSS LEG = 19'-11 1/2" A.F.F.
EXTREME CARE SHALL BE USED IN ERECTING ROOF TRUSSES - COMPLY WITH TPI BRACING REQUIREMENTS.
1
2'-212" TOP OF VERTICAL 1 TRUSS LEG = 20'-6 1/2" A.F.F.
ROOF NOT DESIGNED FOR PONDING. SEE ARCHITECTURAL DRAWINGS FOR DRAIN REQUIREMENTS.
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
ROOF FRAMING PLAN TYPE
NAILING / SHEATHING
REMARKS
BN
10d @ 6" O.C.
-
EN
10d @ 6" O.C.
-
FN
10d @ 12" O.C.
-
ROOF SHEATHING 5/8" CDX PLYWOOD (40/20), PS1 RATING
ROOF FRAMING NOTES: A. ALL UNSUPPORTED EDGES OF PLYWOOD SHEATHING SHALL BE SUPPORTED WITH SIMPSON PSCL CLIPS, PROVIDE (2) CLIPS EQUALLY SPACED BETWEEN EACH TRUSS/SUPPORT. SEE DETAIL 14/S4.2. OSB OF COMPARABLE THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION. B.
B.
REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, SLOPES, SPAN, ETC. LOCATION OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. SEE 3/S4.2.
G. MFR'D ROOF TRUSS DESIGN LOADS: SEE TRUSS DESIGN CRITERIA 4/S4.2. H.
ALL MECHANICAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEEN FRAMING U.N.O.
MANUFACTURED ROOF TRUSS NOTES: A. MFR'D ROOF TRUSSES ARE AT 2'-8" O.C. U.N.O.
-
F.
I.
"T-#" DENOTES ROOF TRUSS TYPE. REFER TO SCHEDULE 11/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 TRUSSES BY THE TRUSS MFR. DESIGN ROOF TRUSSES TO SUPPORT ALL IMPOSED LOADS, INCLUDING WIND & LATERAL LOADS. COORDINATE SIZE, LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL WORK. PROVIDE MULTIPLE TRUSSES WHERE ONE TRUSS CANNOT SUPPORT THE LOAD. PROVIDE BRIDGING BETWEEN TRUSSES AS SPECIFIED AS MINIMUM STANDARD.
NOTE: C. TRUSS DWGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. MFR SHALL SUBMIT SHOP DWGS AND CALCS, BOTH SIGNED BY A LICENSED STRUCTURAL ENGINEER (STATE OF (PROJECT)). SUBMIT SHOP DWGS AND CALCS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL AND , IF REQUIRED, TO BLDG OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. SHOP DWGS SHALL INCLUDE LAYOUT PLAN AND CONNECTORS. CALCS SHALL BE BASED ON THE SPECIFIED LOADING CONDITIONS SHOWN HEREIN. MFR SHALL PROVIDE HANGERS AND CONNECTIONS BETWEEN TRUSSES. REVIEW AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP DWGS PRIOR TO SUBMITTAL TO THE ARCHITECT / ENGINEER FOR REVIEW AND COMMENT.
SEE 13/S4.2 FOR DEFINITIONS.
NAILING SCHEDULE - ROOF
D
STARTING POINT OF TRUSS LAYOUT - CENTERLINE OF TRUSS.
13
OUTLINE OF ALUMINUM SLAT WALL BY VENDOR
2
VERIFY NECESSITY OF DOUBLE TRUSSES WITH TRUSS MFR. DUE TO POINT LOADING AND ADDITIONAL UNIFORM LOADING, TYPICAL.
14
PREFERRED LOCATION OF SATELLITE DISH SLED. SEE SCOPE OF WORK.
15
5/8" PLYWOOD ROOF DECK. SEE NAILING SCHEDULE, THIS SHEET.
3
COORDINATE BLOCKING WITH EXHAUST AND SUPPLY DUCT.
16
2x6 CEILING JOISTS @ 16" O.C. @ BULKHEAD. SEE 1/A6.4.
4
CONT 2x4 WD BRIDGING ON TOP OF BOTTOM CHORD. ADJUST AS REQUIRED FOR DUCT PLENUMS, MAX SPACING AT 5'-0" O.C. OR TIGHTER SPACING AS REQUIRED BY TRUSS DESIGN. SEE 16/S4.1 FOR BRIDGING LAP DETAIL.
17
INTERIOR SHEAR WALL BELOW. ALIGN DINING SIDE OF WALL WITH SIDE OF TRUSS. SEE DTL. 11/S4.1.
5
SIMPSON MSTA 24 AT CORNER DBL TOP PLATE. CENTER STRAP ON CORNER.
18
6
(2) 2x6 BLOCKING W/ U26-2 HANGERS. TYP. EDGES OF ALL ROOF TOP EQUIPMENT AND ALL ROOF OPENINGS - SEE DET. 10 & 15/S4.2.
DRAG TRUSS AT INTERIOR SHEAR WALL. PROVIDE DOUBLE TRUSS AS REQUIRED. DESIGN DRAG TRUSS FOR 340 PLF ALONG TOP CHORD OF TRUSS (9,300 LBS TOTAL). ATTACH ROOF SHEATHING TO DRAG TRUSS WITH 10d NAILS @ 4" O.C. ALONG ENTIRE LENGTH OF TRUSS.
19
FRAMING FOR TRANE RTU SHOWN. COORDINATE WITH TRUSS MANUFACTURER IF ALTERNATE YORK RTU OPTION IS CHOSEN.
20
2x6 @ 2'-0" O.C. WITH SIMPSON U-26 EA. END.
21
PORTION OF PARAPET IS ABOVE ROOF OF WALK-IN COOLER. SEE ELEVATION FOR DETAILS.
K.
IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOBSITE AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
7
LOC. OF HOOD. SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAIL 9/S4.1.
8
2X6 LEDGER REF. 5/S4.1.
SEE DIV. 6 OF THE SPECS FOR DETAILS ON TRUSS MANUFACTURING AND NAILING.
9
DIMENSION IS FROM INSIDE FACE OF WALL FRAMING.
10
HVAC ROOF OPENING FOR DUCT. VERIFY SIZE WITH HVAC MFR. & MECHANICAL DWGS.
D.
TRUSS MFR SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS. ROOF CONNECTORS ARE BASED UPON SIMPSON "STRONG TIE" OR APPROVED EQUAL.
11
(2)2x6 BUILT-UP COLUMN AT TRUSS BEARING, TYP. @ GIRDER. TRUSS ONLY. REF. DETAIL 19/S4.2.
E.
TRUSS CHORDS AND PARAPET VERTICALS SHALL BE 2x6 MIN AND CONSISTENTLY SIZED THROUGHOUT PROJECT.
12
NOT USED
C
1209 RECKEWEG RD. FORT WAYNE, IN
1
INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK. CARE SHALL BE USED IN LIFTING TO PREVENT HORIZONTAL BENDING.
ROOF FRAMING NOTES
A TACO BELL
J.
L.
1/4"=1'-0"
2014088.06
LIVE MAS MEDIUM40
ROOF FRAMING PLAN
S3.0 KEY NOTES
B
PLOT DATE:
#3 TIE BAR AT TOP OF WALL @ 16" O.C. TYP. RAMP/SLAB CHAMFER CORNERS TYP.
INTERIOR SHETAHING OCCURS AT FRONT WALL
SEE CIVIL
1'-8"
7"
#4 DOWEL w/STD HOOK TO MATCH VERT. REINF.
121"x321" SHEAR KEY
NOT USED
NTS
EQ.
EQ.
ROUGHEN SURFACE #5@18"O.C. DOWEL NOTE: SEE DETAIL 1/S4.0 FOR ADDITIONAL INFORMATION
#5@12"O.C. TOP & BOT. (6)-#5 CONT. TOP & BOTTOM, 3" MIN. CLEAR FROM BOTTOM & SIDES
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
1'-6"
3'-0" MIN.
ROUGHEN SURFACE
ROUGHEN SURFACE
PROVIDE CAST-IN-PLACE ANCHOR ROD OR POST INSTALLED HILTI HAS-E ROD SET WITH HILTI HIT HY200 SAFE SET SYSTEM
#5@18"O.C. DOWEL (3)-#5 CONT. TOP & BOTTOM, 3" MIN. CLEAR FROM BOTTOM & SIDES
2'-0"
SEE PLAN
4'-6"
17
RETAINING WALL @ RAMP
3/4" = 1'-0"
13
FOOTING @ FRONT TOWER
3/4" = 1'-0"
9
HOLDOWN @ FOOTING
5
3/4" = 1'-0"
FOOTING @ TYPICAL WALLS 512"
END POST PER PLAN w/ SHEAR PANEL E.N. FULL HEIGHT
PRESSURE TREATED SILL PER PLAN
DO NOT COUNTERSINK UNLESS SPECIFICALLY SHOWN OR NOTED C
6" GRANULAR BASE #4X1'-11"X2'-0" @ 1'-0" O/C #4@ 12" O.C. LAP @ CORNERS
3" CLR.
VERTICAL REINF NOT SHOWN FOR CLARITY
WATERSTOP MAY OCCUR, SEE PLAN CONSTRUCTION JOINT
* INCREASE FOOTING DEPTH AS REQ'D FOR ANCHOR BOLT SIMPSON MACHINE B* A EMBEDMENT HOLDOWN BOLT DIA (MIN.) ** ANCHOR BOLT 1-3/8" 1'-4" HTT5 & HDU5 5/8" LENGTH TO EXTEND 6" HHDQ14 1" 1-1/2" 1'-9" BEYOND CONST. JOINT HD19 1-1/4" 2-1/8" 2'-0"
8"
18
TYP. WALL CORNER REINF.
3/4" = 1'-0"
14
FROST SLAB DETAIL
A
3" MIN. CLR. TO BOT. OF FTG.
TYP. 3 SIDES
4" 4"
TOP OF FDN. POUR WHERE OCCURS MAY ALSO BE TOP OF SLAB
B
LAP SEE GEN. NOTES
SIMPSON "SSTB" OR "SB" ANCHOR BOLTS INSTALLED PER MANUFACTURER RECOMMENDATIONS
2'-0"
3'-0" MIN.
DOWELS TO MATCH SIZE & SPACING OF HORIZ REINF
3/4"=1'-0"
1'-012"
RIGID INSULATION PER ARCH'L
1. DRILL HOLES MAX. 1/16" OVERSIZED 2. RE-TIGHTEN ALL FASTENERS JUST PRIOR TO COVERING
8"
LAP SEE GEN. NOTES
SLOPE
10
#5x2'-6"x2'-6" @ 16" O.C.
NOTE: SEE DETAIL 1/S4.0 FOR ADDITIONAL INFORMATION
SIMPSON ANCHOR BOLT
C
SINGLE POUR TWO POUR**
N/A N/A 7"
HOLDOWN SCHEDULE
SSTB20 SSTB24 PAB10
1
8"
4" CONCRETE SLAB w/ WWF
FINISH GRADE
HOLDOWN PER PLAN w/ MACHINE BOLTS PER MANUF. SPECIFICATIONS
3/4" = 1'-0"
3'-0" MIN.
CORNER BARS TO MATCH SIZE & SPACING OF HORIZ REINF
NTS
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
2x TRIMMER
NOT USED
4" CONC. SLAB PER PLAN
8"
8"
RIGID INSULATION PER ARCH'L
EQ.
10"
#5 CONT.
WWF
3" CLR. EQ.
HOOKED ANCHOR BOLTS PER SHEAR WALL SCHEDULE. 18" EMBED. 7" INTO CONC. 3" PT SILL PLATE 1/2" EXP. JT. MATERIAL
6"
WWF RIGID INSULATION PER ARCH'L
8"
PROVIDE BITUMINOUS WATERPROOFING TO FACE OF WALL BELOW GRADE (BOTH SIDES) AND TOP OF FOOTING #4 TRANS. @ 16" O.C.
612"
SEE PLAN
3'-0" MIN.
LAP
10" CIP CONC. WALL
#57 STONE BACKFILL
4" CONC. SLAB PER PLAN
3'-0" MIN.
3" CLR.
#4 @ 12" O.C. E.F.
EXP. JT. MTL.
6'-0" MAX RETAINED HEIGHT
3" CLR.
(4)-#5 CONT.
ANCHOR ROD AT HOLDOWN LOCATIONS. SEE SCHEDULE FOR SIZE
#5 CONT. EA. FACE
1'-0"
1 2"
T/SLAB SEE CIVIL
3'-0" MIN. FROST DEPTH
1012"
PT SILL PLATE
BOND BREAKER RAMP/SLAB
#4 HORIZ. @ 16" O.C. E.F.
6"
B SEE 6/S4.0
VARIES (4'-0" MAX.)
1'-412
@ 48" O.C.
512"
18" ANCHOR BOLTS PER SHEAR WALL SCHEDULE. 3" EMBED. 7" INTO CONC.
T/WALL SEE CIVIL
SSTB24 SSTB34 PAB10
6
N.T.S.
02/11/15
2'-0"
FOOTING @ DOOR OPENING
3/4" = 1'-0"
2
1
0'-8" #4 DOWEL @ 12" O.C.
18"
RAMP SEE CIVIL
18"
4" CONCRETE SLAB w/ WWF
#4 @ 12" O.C. E.W.
3"
SLOPE
ANCHOR BOLTS PER SHEAR WALL SCHEDULE. EMBED. 7" INTO FOUNDATION.
3"
612"
ISSUED FOR CONST.
01.30.15
WWF
ROUGHEN SURFACE
#4 DOWEL 2'-0"x2'-0" @ 12" O.C. ALTERNATE
4" CONC. SLAB PER PLAN
4" CONC. SLAB PER PLAN
"d"
8"
"d"
8"
ANCHOR BOLTS PER SHEAR WALL SCHEDULE. EMBED. 7" INTO FOUNDATION.
8"
0'-8"
6 2"
DINING
4"
4" 4"
(3) #5 CONT. TOP & BOTTOM
TYP. 3 SIDES
'd' OR 1'-0" WHICHEVER IS GREATER
2'-0"
8"
CONTRACT DATE:
(7)-#6 CONT. TOP & BOTTOM, 3" MIN. CLEAR FROM BOTTOM & SIDES
36 DIA. LAP TYPICAL
3" CLR TYP.
3'-0"
1'-6"
MATCH SIZE & QTY. OF FOOTING REINF.
7"
3'-0"
7"
6" GRANULAR BASE #4X1'-11"X2'-0" @ 1'-0" O/C #4@ 12" O.C. LAP @ CORNERS
#57 STONE BACKFILL
3" CLR.
3'-0" MIN.
2'-0"
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SEE PLAN
#6 @ 12" O.C. TOP & BOT.
SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
NOT USED
N.T.S.
19
LANDING TO RAMP
3/4" = 1'-0"
15
INTERIOR FOOTING AT COOLER
3/4" = 1'-0"
11
TYP. FOOTING STEP 1
73 4"
6"
7
FOOTING @ INTERIOR SHEARWALL
6"
HOOKED ANCHOR BOLT @ 16" O.C. EMBED. 7" 18" INTO CONC. PT SILL PLATE
512"
612"
3"
6"
CONCRETE SLAB PER PLAN
3'-0" MIN.
(4)-#5 TOP & BOTTOM, 3" MIN. CLEAR FROM BOTTOM & SIDES #5@18"O.C. DOWEL
LIVE MAS
4"
6" 3'-0" MIN.
WWF
SAW CUT JOINT WITHIN 12 HOURS OF POURING CONCRETE
PT SILL PLATE
WWF RIGID INSULATION PER ARCH'L
(2)-#5 CONT. AS SHOWN
8" *
3"
MEDIUM40
STRUCTURAL DETAILS (FOUNDATION)
ROUGHEN SURFACE SEE CIVIL (3)-#5 CONT. TOP & BOTTOM, 3" MIN. CLEAR FROM BOTTOM & SIDES
#5@12"O.C. TOP & BOTTOM
S4.0
2'-0"
2'-4"
NOT USED
N.T.S.
20
NOT USED
N.T.S.
16
TYP. SLAB JOINT
NTS
12
1209 RECKEWEG RD. FORT WAYNE, IN
CONCRETE CURB
73 4"
SEE PLAN FOR CONTROL JOINT LOCATIONS.
6"
ANCHOR BOLTS PER SHEAR WALL SCHEDULE. 18" EMBED. 7" INTO CONC.
4" CONC. SLAB PER PLAN
8" *
3
1/2" EXP. JT. MATERIAL
#5 CONT.
ROUGHEN SURFACE
CONTROL JOINT SAW CUT OR USE 1/8" PRE-FORMED INSERT FILL CUT W/JOINT FILLER FLUSH W/TOP OF SLAB
NOTE:
3/4" = 1'-0"
TACO BELL
2"
#5 CONT. EACH FACE
CONC. SLAB PER PLAN
3/4" = 1'-0"
2014088.06
FOOTING @ TB TOWER LEG
3/4" = 1'-0"
8
FOOTING @ DRIVE THRU
3/4" = 1'-0"
4
PLOT DATE:
2x8 VERT. LAPPED TO SIDE OF TRUSS
2x6 VERT. BLOCKING 24" O/C. W/ (2) 16d EA. END, EA. SIDE 1" CLR.
EL. SEE PLAN TOP OF WOOD FRAMING H3 HORIZ @ EA. STUD (4) 10d NAILS INTO TOP AND BOTTOM CHORD
ROOF TRUSSES, TYP.
2-2x6 TOP PLATE
2x BLOCKING TYP.
GPD GROUP
B.N.
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
PLYWOOD
A35, TYP. NUTS SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
T.O. LEDGER VARIES (FIELD VERIFY)
(2) 10d NAILS INTO CROSSING WEB MEMBER
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
16d @ 6" O.C. TYP. 2x DOUBLE TOP PLATE. REFER TO 1/S4.3 (SEE SPLICE DETAIL 15/S4.1) TOP OF PLATE EL. SEE PLAN
SIM.
FASTENER WITH (2) - 8" WASHERS W/ MIN 112" EMBED AT 32" O.C.
PLYWOOD ROOF DECK- ELEV. VARIES
E.N. 3" FENDER WASHERS
SILL PLATE
(2) 2x6 W/ SIMPSON LUS26-2 HANGER, EA. END @ 32" O.C.
2X6 PARAPET SECOND TRUSS BAY, TYP.
2X6 BLOCKING
10d @ 6" O.C.
SECOND TRUSS BAY, TYP. PLYWOOD ROOF DECK - ELEV. VARIES
TYP.
5 S4.1
ALL-THREAD HANGING ROD (REF. ARCH. OR EQUIPMENT MANUFACTURED FOR RECOMMENDED DIAMETER)
(6) 16d
2x6 AT 16" O.C.
5 S4.3
7
2x6 LEDGER
CL
(6) 16d 10d @ 6" O.C.
2x6 BLKG
2x6 BLOCKING @ 48" O.C., U.N.O.
2x6 BLOCKING @ 48" O.C., U.N.O.
13
HANGING BULKHD. OR HOOD DETL.
CL
5 S4.1
10'-8" T.O. DBL. PL.
U-26 HANGER EA. END OF BLOCKING
PLYWOOD ROOF DECK -ELEV VARIES
1" CLR.
2x6 @ 4'-0" O.C. TOP OF LEDGER EL. 13'-0"
LB28
VARIES HEADER BRG.
ROOF TRUSSES, TYP. 2x4 BRIDGING PER TRUSS DESIGN
JOIST PER PLAN
6 S4.1
(6) 16d
16 S4.1
LEDGER DETAIL
3" = 1'-0"
(2) 2x6 CONT. TOP PLATE 2x6 CRIPPLE STUDS @ 16" O.C. (3) 16d NAILS
SHEATHING
HEADER REF. S2.0
16d NAILING THRU STUD
SIMPSON LCE4 IN PAIRS TYP. EA. @ LINTEL LOC. 2x6 STUDS AT 16" O.C.
2x6 STUD
5
6 S4.1
BRIDGING PER TRUSS DESIGN 10'-8" T.O. DBL. PLATE
1/2" = 1'-0"
14
FRAMING ELEVATION @ OPENING
BEAM REF. PLAN
3" = 1'-0"
6
FRONT WALL
N.T.S.
2
ISSUED FOR CONST.
EXTERIOR SHEATHING
2x4 BRACE @ 48" O.C. & @ EA. END OF WALL w/ (4) 10d TO BLKG. H3 @ EACH BRACE TO DOUBLE TOP PLATE
PLAN VIEW 2x6 PLATE w/ 16d @ 12" O.C. EA. 2X JOIST-STAGGER
2"
BRIDGING DETAIL
10d @ 4" O.C. FULL LENGTH OF TRUSS
6" TYP.
DRAG STRUT. ALIGN SIDE OF TRUSS w/ DINING SIDE OF SHEAR WALL
LTP5 @ 8" O.C. FROM SIDE OF TRUSS TO SIDE OF DOUBLE TOP PLATE (8 MIN.)
6'-0" STAGGER OF SPLICES (2) 16d NAILS PER 6"
(3)-1 3/4" MICROLAM LVL JOISTS
10
02/11/15
SIMPSON A35 CLIP (BEYOND) FROM STUD ADJACENT TO BRACE TO DBL PLATE
2x6 BLOCKING @ 48" O.C. w/ U26 HANGER EACH END. ALIGN w/ BRACE
10d @ 6" O.C. TO BLKG.
(2)-16d @ 6" O.C. STAGGER NAIL SPACING EACH SIDE OF BEAM
3/8"=1'-0"
TRUSS CL
(6) 16d
SILL PLATE WITH ANCHOR BOLTS PER PLAN AND SHEAR WALL SCHEDULE
SUPPORT PERP. TO TRUSS
16 S4.1
(2) 2x6 DBL PLATE (SEE SPLICE DETAIL 15/S4.1)
HOLDOWN ANCHOR AT SHEARWALLS ONLY
6"
TRUSS CL E.N.
PLAN VIEW
18
2x4 BRIDGING PER TRUSS DESIGN
CONNECT BUILT-UP STUDS W/ 16d @ 8" O.C.
SILL PLATE
N.T.S.
CL U-26 HANGER EA. END OF BLOCKING
2x6 WD. TRIMMERS U.N.O PROVIDE HANGER PER 2/S4.2 IF NO TRIMMER STUDS REFER TO SHEET S1.0 FOR REQUIRED NUMBER OF KING STUDS
TRUSS CL
REAR WALL
E.N.
2x6 @ 4'-0" O.C.
FASTENER WITH (2) - 7 8" WASHERS W/ MIN 112" EMBED AT 32" O.C.
2x8 CONT. LEDGER w/ (4) #10x4" LONG SCREWS @ EACH STUD (2" TYP. SPACING)
(2) 2X6 DBL PLATE
SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES
9
N.T.S.
PLYWD ONE SIDE
1/2" = 1'-0"
PLYWD BOTH SIDES AT FRONT & REAR WALLS
SUPPORT- PARALLEL TO TRUSS
CL
CEILING. REFER TO ARCH DWGS
VARIES BLOCKING
A35 ANGLE @ 8" O.C. FROM TRUSS TO DOUBLE TOP PLATE (8 MIN.)
EDGE NAILING
PLYWOOD
VARIES CEILING
5 S4.1
2X6 CONT. DOUBLE TOP PLATE - NO SPLICES
(2)-16d @ 6" O.C. 2x6 STUDS @ 16" O.C.
PLYWD FILL @ INTERIOR AS REQ'D
DBL 2x TOP PLATE REF. DETAIL 1/S4.3 (SEE SPLICE DETAIL 1/S4.1)
T.O. DBL PLATE SEE PLAN
2x6 BLOCKING AT CLG
B.N.
TRUSS W/ PARAPET, 2'-8" O.C.
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
PLYWOOD
JUNE 2014
PLAN VERSION: E.N.
ELEVATION VIEW
SITE NUMBER:
310450 / 427473
STORE NUMBER: N.T.S.
19
PLATE LAP DETAIL
1"=1'-0"
15
INTERIOR SHEAR WALL
1/4" = 1'-0"
11
1/2 WALL HGT BLOCKING
PLYWOOD AT FRONT AND REAR WALLS ONLY
SIMPSON LSTA30 @ EA. STUD
ANCHOR BOLTS PER SHEAR WALL SCHED. - EMBED 7" INTO CONC.
TRUSS 2x4
SILL PLATE PER SCHED. SLAB PER PLAN
30 2x4
2x4
(3) 16d (2) ROWS OF 16d NAILS @ 6" O.C.
10'-8" T.O. DBL PLATE NAILING PER SCHEDULE
TRUSS
EXTERIOR SHEATHING
E.N.
2x HEADER W/(2) ROWS OF 16d NAILS @ 12" O.C.
1209 RECKEWEG RD. FORT WAYNE, IN
A35 TRUSS TO PLATE (HORIZ)
2x6 BLOCKING
(2) 16d EACH MEMBER
E.N.
UPLIFT ANCHOR BY TRUSS MANUFACTURER
LIVE MAS
CONT. 2x6 DBL PLATE (SEE SPLICE DETAIL 15/S4.1)
MEDIUM40
STRUCTURAL DETAILS (FRAMING)
2x6 @ 12" O.C.
2x4
NOTE: REFER TO TRUSS ELEVATION 3/S4.2.
NOTE: REFER TO TRUSS ELEVATION 3/S4.2.
1/2" PLYWOOD SHEATHING W/(2) ROWS OF 8d NAILS @ 6" O.C.
TYP. MULTIPLE HEADER
1-1/2" = 1'-0"
2014088.06
TACO BELL
VARIES
BUILT-UP MICROLAM HEADER
01.30.15
S4.1
20
BRIDGING LAP DETAIL
N.T.S.
16
BRIDGING LAP DETAIL @ OPEN CLG.
N.T.S.
12
TYPICAL WALL BELOW TRUSS
3/4" = 1'-0"
8
SIDE WALL @ TRUSS
N.T.S.
4
PLOT DATE:
BOUNDARY NAIL (B.N.) FOR BLDG. PERIMETER
(3-8d)
2. BRIDGING TO JOIST, TOENAIL EACH END
(2-8d)
3. 1"x6" (25MMx152MM) SUBFLOOR OR LESS TO JOIST, FACE NAIL
(2-8d)
4. WIDER THAN 1" X 6"(25MMx152MM) SUBFLOOR TO JOIST, FACE NAIL 5. 2" (52MM) SUBFLOOR TO GIRDER, BLIND AND FACE NAIL
(2-16d)
6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL
(16d @16" O.C.)
7. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED W. PANELS
(3-16d PER 16")
8. TOP PLATE TO STUD, END NAIL
HVAC UNIT - RTU-2 HVAC UNIT - RTU-1 (ALT) HVAC UNIT - RTU-2 (ALT) EXHAUST FAN - EF-1 EXHAUST FAN - EF-2 HOOD #1 - TACO BELL
EDGE NAIL (E.N.) @ PLYWD. PERIMETER STAGGER PLYWD. JOINTS
(2-16d)
9. STUD TO SOLE PLATE
HVAC UNIT - RTU-1
LONG DIMENSION OF PLYWOOD TO RUN PERPENDICULAR TO JOISTS
(3-8d)
(16d @ 24", O.C.)
11. DOUBLE TOP PLATES, TYPICAL FACE NAIL
(16d @ 16" O.C.)
12. DOUBLE TOP PLATES, LAP SPLICE
(8-16d)
13. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 14. RIM JOIST TO TOP PLATE, TOENAIL
FIELD NAIL (F.N.) @ ALL INTERMEDIATE MEMBERS
*
NOTES: 1. MIN. PLYWD. SHT. SIZE SHALL BE 2'-0" X 4'-0". 2. MIN. 3/8" NAILING EDGE DISTANCE. 3. EDGE NAIL (E.N.) O/ BEAMS AND AROUND ALL OPENINGS.
15. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
TRUSS 2x8 PARAPET EXTENSION @ 2'-8" O.C.
1'-4"
2800 lbs.
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
1900 lbs. 200 lbs.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
70 lbs.
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
ROOF SHEATHING
400 lbs.
ICE CONDENSERS
200 lbs.
FREEZER CONDENSER
300 lbs.
COOLER CONDENSER
300 lbs.
2x6 LEDGER/BLOCKING BETWEEN TRUSSES
ADD 2x8 @ SPLICE
1,087 lbs.
2x8 BLOCKING BETWEEN TRUSS & INTERMEDIATE STUDS
A. ALL DESIGN WEIGHTS INCLUDE CURB. B. COORDINATE WEIGHTS WITH HVAC UNIT SCHEDULE 1/M1.0.
ADD 2x8 @ SPLICE
ROOF NAILING PLAN
N.T.S.
13
GPD GROUP
1750 lbs.
(3-8d) (8d @ 6" O.C.)
16. CONTINUOUS HEADER, TWO PIECES
* * * * * *
2 - 2x8 TOP PLATE
2x8 BETWEEN TRUSSES @ 16" O.C.
1700 lbs.
MUZAK DISH, SLED & BALLAST ALLOW FOR LOCATION ANYWHERE ON ROOF.
(2-16d END NAIL)
10. DOUBLE STUDS, FACE NAIL
DESIGN WEIGHT
3'-9" PLYWOOD
1. JOIST TO SILL OR GIRDER, TOENAIL
EQUIPMENT SOLID BLOCKING BETWEEN EACH TRUSS/SUPPORT @ PANEL EDGES SEE 14/S4.2
4'-0" PLYWOOD
NAILING:
ROOF TOP EQUIPMENT WEIGHTS
9
N.T.S.
ADD 2x8 @ SPLICE
4'-0" PLYWOOD
CONNECTION TYPE:
PRE-ENG. TRUSSES @ 2'-8" O.C.
(2-16D)
2 - 2x6 PLATE
(16d @ 16" O.C. ALONG EDGE)
17. CEILING JOISTS TO PLATE, TOENAIL
(3-8d)
18. CONTINUOUS HEADER TO STUD, TOENAIL
(4-8d)
19. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL
(3-16d)
20. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
(3-16d)
PLYWOOD ROOF DECK SHEATHING
HUCQ610 HANGER AT (3) 2x6 POST
PLYWOOD SHEATHING
19 S4.1
HEADER PER PLAN (TYP.)
2x6 UNDER TRUSSES AND BETWEEN @ 16" O.C. (TYP.)
2x6 TOP AND BOTTOM (TYP.)
20 S4.1
1/8" GAP 21. RAFTER TO PLATE, TOENAIL
(3-8d)
22. 1" (25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL
(2-8d)
23. 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL
(2-8d)
24. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL
(3-8d)
(2) 2X6 BLOCKING (3) 2x6 (TYP.) SIMPSON U26-2 @ DBL. 2X6 COMMON TRUSS
(16d @ 24" O.C.) (2-16d AT EACH SPLICE)
26. 2" PLANKS
(2) 2x6 PLATE
(2) SIMPSON PSCL PANEL SHEATHING CLIPS EQUALLY SPACED BETWEEN EACH TRUSS/SUPPORT
1'-6"
25. BUILT-UP CORNER STUDS
(12d @ 12" O.C.)
27. 2x6 BOX BEAM / HEADER 28. BUILT-UP GIRDER AND BEAMS
2x6 @ 16" O.C.
(20d @ 32" O.C. AT TOP & BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE)
NAILING SCHEDULE
N.T.S.
18
PLYWOOD EDGE BLOCKING
N.T.S.
14
ROOF OPENING DETAIL
N.T.S.
10
WALL FRAMING DETAIL
(1)2X6 W/ 16d NAILS @ 8"O.C. STAGGERED
3/8" = 1'-0"
PLYWOOD SHEATHING TRUSS TYPES
JOIST,RAFTERS OR TRUSS U.N.O.
X
BEARING POINT
T.O. TRUSS SEE S3.0
COMMENTS
ISSUED FOR CONST.
SEE NOTE 1.
XX
312"
JOIST HANGERS SEE NOTE BELOW
MIN. 16" DIAMETER CLEARANCE AREA REQUIRED FOR HVAC DUCT & INSULATION.
NOTES: 1. HOLDOWN CONNECTORS SHALL BE SPECIFIED BY SITE SPECIFIC ARCHITECT/ ENGINEER BASED UPON LOADING DATA PROVIDED BY TRUSS DESIGNER.
8"
8"
8"
SINGLE DOUBLE TRUSS TRUSS DESIGNATION DESIGNATION
T1 - T25
8"
312"
30d COMMON NAILS
8"
8"
312"
30d COMMON NAILS
OPENING PER PLANS
12
(3) 2X6 COLUMN
112"
112"
1/2"
112"
(4) 2X6 COLUMN
112"
N.T.S.
3. TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY. ACTUAL SIZE SHALL BE DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS AND CODES.
TRUSS BEARING EL. 10'-8"
NOTE: HANGERS SHALL BE "SIMPSON" STANDARD "U" @ ROOF. DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS FOLLOWS: 1. 10" OR LESS NOM. DEPTH - 16d @ 12" O.C. STAGGERED 2. MORE THAN 10" - (2)16d @ 12" O.C.
(3) 2X4 COLUMN
BUILT-UP 2X COLUMNS
DOUBLE 2x HEADER SAME SIZE AS JOIST OR RAFTER U.N.O.
2'-6" MIN.
8" 8"
8" 8"
8" 8" 112"
PLWD. EDGE NAILING (E.N.) AROUND OPENING
19
TYPICAL ROOF OPENING
CONT 2X4 LATERAL BRACING. SEE SHT. S3.0 2x6 MIN.
(5) EQUAL SPACES, TYP.
NOTE: ALL WEBS MUST ALIGN BETWEEN TRUSSES 1"=1'-0"
15
TRUSS SCHEDULE
N.T.S.
01.30.15
MIN. 16" SQUARE CLEARANCE AREA REQUIRED FOR HVAC DUCT & INSULATION.
2. PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION.
112"
2
27'-4" (3)2X6 COLUMN W/ 30d NAILS
30d COMMON NAILS
02/11/15
PROVIDE P.T. WOOD UNDER AND BESIDE ALL WINDOW OPENINGS
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
2x4 MIN.
PLAN VERSION:
2x8 MIN.
SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
11
TRUSS ELEVATION 44PSF
44PSF
1/4" = 1'-0"
3
WIND LOAD
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
22.3 PSF GYP. BOARD OR PLYWOOD
GYP. BOARD OR PLYWOOD
1/2" INTERIOR PLYWOOD SHEATHING - @ SHEAR WALLS ONLY
1/2" INTERIOR PLYWOOD SHEATHING - @ SHEAR WALLS ONLY
SHEATHING - SEE WALL SCHEDULE FOR NAILING TYPE
SHEATHING - SEE WALL SCHEDULE FOR NAILING TYPE
SIMPSON HOLDOWN PER S1.0
ANCHOR ROD TYP. REF. 6/S4.0
ANCHOR ROD TYP. REF. 6/S4.0
SIMPSON HOLDOWN PER S1.0
GYP. BOARD OR PLYWOOD GYP. BOARD OR PLYWOOD
PLYWOOD SHEATHING - SEE WALL SCHEDULE FOR TYPE AND NAILING
INTERIOR PLYWOOD SHEATHING PER SHEAR WALL SCHEDULE ANCHOR ROD TYP. REF. 6/S4.0
5'-3" 20 PSF
SHEATHING - SEE WALL SCHEDULE FOR NAILING TYPE
20 PSF
10 PSF BOTTOM CHORD LIVE LOAD 10 PSF BOTTOM CHORD DEAD LOAD
(2) 2X6 KING STUDS 2 TRIMMER STUDS REF. PLAN FOR LOCS. FACE OF ROUGH OPENING A
B
SIMPSON HOLDOWN PER S1.0 W/ 2-2x6 POST.
TRIMMER STUD REF. PLAN FOR LOCS. FACE OF ROUGH OPENING
(1) KING STUD WALL PLYWOOD E.N.
C
NOTE: PROVIDE 55 PSF DRIFT SNOW LOAD ALONG ENTIRE LENGTH OF TRUSS @ T1, T2, T24, & T25. ALSO, APPLY ROOF TOP AND SUSPENDED POINT LOADS. WEIGHT AND LOCATION OF UNITS AS NOTED ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE DESIGNING TRUSS.
D
HOLDOWN DETAILS
MEDIUM40
TOP CHORD DEAD LOAD
COUNTERSINK STUD
WALL PLYWOOD E.N.
LIVE MAS
10 PSF
ANCHOR ROD TYP. REF. 6/S4.0 6x6 POST
COUNTERSINK STUD
DRIFT=55 PSF SNOW LOAD TOP CHORD LIVE LOAD
SIMPSON HOLDOWN PER S1.0 SIMPSON HOLDOWN PER S1.0 W/ 3-2x6 POST.
5'-3"
1/2" INTERIOR PLYWOOD SHEATHING - @ SHEAR WALLS ONLY
WIND LOAD (ASD)
1 1/2"=1'-0"
8
TRUSS DESIGN CRITERIA
N.T.S.
4
STRUCTURAL DETAILS (ROOF)
S4.2
PLOT DATE:
2x DOUBLE TOP PLATE. REFER TO 1/S4.3
EL. +13'-10" TOP OF WOOD FRAMING
H3 HORIZONTAL AT EACH STUD PARAPET CAP
E.I.F.S.
SIMPSON A35 EA. END
PLYWOOD ROOF DECK
2x6 BLOCKING
CL
REAR COOLER WALL
3/4" = 1'-0"
17
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
CL
TRUSS BRG.
DBL. 2x BLKG.
CENTERLINE OF CANOPY ATTACHMENT
2x6 DBL. TOP PLATE
2X6 P.T. CONT. TOP PLATE
(2) - 2x6 STUDS EACH SIDE OF BLOCKING W/ 2- 12d NAILS INTO EACH OF THE 2x10 BLOCKING MEMBERS
PIPE/SLEEVE SEE 17/A6.3 (TYP.)
TIE-ROD BLOCKING
3" = 1'-0"
NOTE: PROVIDE BLOCKING AT EACH LAG SCREW LOCATION FROM SLAT WALL SUPPORTS
13
DRIVE THRU CANOPY BLOCKING
1-1/2" = 1'-0"
9
SLAT WALL/VALANCE BLOCKING
1-1/2" = 1'-0"
TYPICAL PARAPET CAP
5
N.T.S.
1
1/2" PLYWOOD
T.O. DBL PLATE SEE PLAN
T.O. DBL PLATE SEE PLAN
E.N.
E.N.
REF. ARCH FOR EIFS BASE AND FINISH
CENTERLINE OF CANOPY ATTACHMENT
PARAPET CAP REFER TO DETAIL 1/S4.3
B.N. TYP.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
10'-8"
ANGLE IRON BRACING SPAN STUDS AS NEEDED
CANOPY (SEE SCOPE OF WORK)
SEE PLAN
(3)2X10 BLOCKING FOR CANOPY ATTACHMENT, TYP.
ROOF JOIST SIMPSON LB28
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
VARIES
SIMPSON A35 EA. END
3 - 2x10 BLOCKING
2x8 LEDGER W/ (4) #10 w/ SCREWS TO EACH STUD & 10d AT 4" O.C. TO BLOCKING
2X8 P.T. CONT. TOP PLATE SLOPE
SIMPSON A34 FRAMING ANCHOR (TOTAL OF 4)
BOLTS (SEE SCOPE OF WORK)
EL. +12'-8" T.O. LEDGER
1/2" PLYWOOD WITH BLOCKING TO PROVIDE 1/2" MIN. SLOPE.
CONT. 2x6 LEDGER w/(2)-41 TO TOP PLATE (2) 2x6 DBL PLATE (SEE SPLICE DETAIL 15/S4.1) 2x6 @ 16" O.C.
1/2" PLYWD SHEATHING
02/11/15 SIDE COOLER WALL
3/4" = 1'-0"
18
2x6 STUDS FRONT WALL
CONT. 2x4 LEDGER w/(2)-41 EACH STUD
(4)-16d (TYP.)
LINE OF EIFS. SEE ARCH DWGS
2x4 @ EACH STUD w/SIMPSON U24 HANGER TO LEDGER
(3) 2x6 FULL HEIGHT @ EACH CORNER
1'-4 1/2"
1'-3"
7"
ISSUED FOR CONST.
MTL. HINGED LOUVER- SEE ARCH. DET. 3/A6.0
01.30.15
2x6 BLOCKING PLYWOOD ROOF DECK
PLYWOOD ROOF DECK - ELEV. VARIES
E.N.
CL TURNBUCKLE ELEV. SEE ARCH'L DWGS STOREFRONT PER ARCH'L TYP.
CONTRACT DATE:
BUILDING TYPE: LIVE MAS MEDIUM40
5 S4.1
2x6 @ 16" O.C.
HOLDDOWN PER SHEARWALL SCHEDULE
20 S4.3
5'-6"
SIMPSON HTT5,
9 S4.3
2x6, TYP. @ 16" O.C.
SIM.
1209 RECKEWEG RD. FORT WAYNE, IN
10'-8" T.O. DBL PLATE
2x6 DBL. TOP PLATE
2014088.06
TACO BELL
10'-8" 1/2" PLYWOOD
310450 / 427473
STORE NUMBER: NAILING PER SCHEDULE
TRUSS BRG.
JUNE 2014
PLAN VERSION: SITE NUMBER:
13 S4.3
09/08/14
(2) 2x6 DBL PLATE 2X4 @ 48" O.C. VERTICALLY
HOLDDOWN PER SHEARWALL SCHEDULE
LIVE MAS
BOT CANOPY ELEV.
MEDIUM40
7"
SEE ARCH'L DWGS
STRUCTURAL DETAILS (TACO BELL TOWER)
LINTEL REF. S2.0 FOR SIZE E.N. SIMPSON HTT5,
S4.3 FRONT TOWER FRAMING PLAN
1/2" = 1'-0"
20
TACO BELL DRIVE-THRU TOWER
1"=1'-0"
12
FRONT TOWER SECTION
1"=1'-0"
4
PLOT DATE:
COORDINATE BLOCKING REQUIREMENTS WITH SIGN VENDOR
TYP.
2
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
14'-1"
1
RIGHT SIDE ELEVATION
1'-0"
CL OF BELL
02/11/15
TYP.
9'-3"
14'-021"
13'-1041"
4
12'-5"
A
1
1 3
1/4" = 1'-0"
ISSUED FOR CONST.
LEFT SIDE ELEVATION 1
SOLID BLOCKING FOR FASTENERS AS REQUIRED FOR SIGN MOUNTING.
2
BLOCKING FOR SLAT WALL ATTACHMENT. SEE DETAIL 5/S4.3, C/A5.0 & A/A5.2
3
PROVIDE BLOCKING FOR CANOPY. SEE DETAIL 13/S4.3
4
PROVIDE BLOCKING FOR VALANCE. SEE DETAIL 5/S4.3
1/4" = 1'-0"
01.30.15
B CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
1
2014088.06
TACO BELL
TYP.
1209 RECKEWEG RD. FORT WAYNE, IN
KEY NOTES
C
14'-10"
LIVE MAS MEDIUM40
1.
EXTEND BLOCKING AS REQUIRED TO FIT BETWEEN STUDS.
2.
ELEVATION AT BOTTOM OF CANOPIES SHALL BE 9'-0" A.F.F. (U.N.O.).
3.
COORDINATE SIGNAGE ELEMENTS AND BLOCKING REQUIREMENTS WITH SIGNAGE VENDOR; SEE SCOPE OF WORK.
4.
THIS SHEET IS TO INDICATE BLOCKING REQUIREMENTS FOR AWNINGS & CANOPIES. ADDITIONAL BLOCKING IS REQUIRED FOR OTHER ITEMS AS SHOWN ON OTHER DRAWINGS.
CANOPY/ AWNING BLOCKING ELEVATIONS
S5.0 FRONT ELEVATION
1/4" = 1'-0"
F
REAR ELEVATION
1/4" = 1'-0"
E
GENERAL NOTES
D
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
A A5.0
D A5.0
A A5.1
F
B A5.1 SIM.
68'-1" STUD TO STUD
8'-0"
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
16'-1012" 25 15'-1112" 1'-412"
8 A6.4
412"
EQ.
2'-0"
412"
EQ.
412"
EQ.
10'-7"
4'-0"
3 7'-412" (2" EIFS)
1'-3" 9"
8'-0" (2" EIFS)
3 3
3
R.O. TYP.
D.S.
3
8'-0" (2" EIFS)
10'-9"
D.S.
4
3'-71
2"
D.S. E
TB COOK
2 PREP
MEN
2'-10"
7
16
26
PASSAGE
1
1
4'-4"
27'-10"
20'-7"
4'-7" 6'-4"
19 7'-112"
9"
1
5
9
7
6
7 1
UTILITY
7'-9" A8.0
C
1
2'-11"
2'-6"
16 TYP.
9'-6"
02/11/15
COOLER
2"
16
6'-212"
8
2'-31
4'-812"
5'-112"
8
7
WOMEN
2'-312"
6
16
WARE WASHING
1'-412"
DRY STOR.
6
6"
2 TYP.
A8.2
8'-912"
5
B A5.2
5
2x6
1'-9"
A8.0
2 10
8'-0"
2x6
412"
4
5'-1021"
SERVING
2
15'-3"
10'-5"
CUSTOMER
FREEZER D
3'-212"
DINING
1
8'-912"
A8.0
2x6
10'-512"
10
2x6
3
22
10
4'-412"
2
3'-0" CLEAR
26'-5"
2 TYP.
27
10'-212"
9
2x6
B A8.1
4'-7"
412" 6'-4"
KITCHEN
9'-1112"
12
2x6
A8.3
30'-5"
2
11
10
A8.2
3
16
6'-4"
MINI-DUAL LINE
10 2
19'-1"
27'-8" STUD TO STUD
22'-1" 25
14'-5"
5'-8"
1
23
5 21
7'-4" HOLD
7 28
A A5.2
23'-212"
10'-5"
OFFICE
2'-5"
24'-6"
4
A8.3
7'-1"
20
A8.2
10
27
2'-2"
3
A8.2
7'-5"
9'-10"
4
3'-4"
D A5.2
54" F.O.W HOLD
1
1'-6"
3'-4"
16
7"
6'-3" HOOD 4
1'-6"
A8.3
6'-2" FACE OF FINISH
OPP.
2
18
1'-5"
8 A6.4
3'-012"
15
DRIVE-THRU
13
3'-2" 8
14
16
8'-612"
C A5.2
16 TYP.
2x6
5'-6"
16
5 6
7
28
2'-212"
6" B
A A8.1 2'-0"
4'-0"
4'-0" 412"
4'-0" 412"
4'-0"
9'-0"
412"
21'-10"
3'-10" R.O.
10"
10"
17'-112"
ISSUED FOR CONST.
01.30.15
10'-11"
10'-8" 4"
B A5.0
67'-212" STUD TO STUD
C A5.0
A A5.1
B A5.1
C A5.1
D A5.1
SIM. 30'-412"
ROUGH OPENINGS ARE NOT NECESSARILY TO STUD. SEE DETAILS ON SHEET A6.1 FOR R.O. LOCATIONS.
25
A CONTRACT DATE:
BUILDING TYPE: LIVE MAS MEDIUM40
11
10
9
8
6
7
5
4
3
2
TYPICAL EXTERIOR WALL: 2x6 WD STUDS AT 16" O.C. W/ SHEATHING AS SCHEDULED (SEE STRUCT. DWGS.) AND R-19 KRAFT-FACED FIBERGLASS BATT INSULATION U.O.N. GC SHALL PROVIDE 2 LAYERS OF GRADE 'D' 60 lb BUILDING PAPER. TYPICAL INTERIOR WALL : 2x4 WD STUDS AT 16" 0.C. (2x6 OR 2x8 WHERE NOTED.)
INTERIOR SOUND-RATED WALL: TYPICAL INTERIOR WALL W/ 3-1/2" UNFACED FIBERGLASS BATT INSULATION.
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.
HOODWALL: TYPICAL EXTERIOR WALL WITH 20 GA. S.S. PANEL BEHIND HOOD. REFER TO DETAIL 2/M3.0 FOR EXTENT OF S.S. PANEL.
WINDOWS / DOORS: A. SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE. B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING.
WALL SUBSTRATES: - DINING ROOM: 1/2" GYPSUM WALLBOARD FROM T.O. CURB TO 6" ABOVE CEILING HEIGHT U.O.N. SEE 6, 8 & 16 / A6.3. (NOTE: THE CEMENT BOARD SPECIFICATION IS DESIGNED TO ALLOW THE G.C. FLEXIBLITY. ) - KITCHEN WALLS AND DINING ROOM CLOSET: 1/2" CEMENT WALLBOARD FROM T.O. SLAB WITH 1/2" CDX PLYWOOD W/FRP SURFACE FINISH TO 6" ABOVE CEILING HEIGHT U.O.N. IF DOUBLE SIDED SHEAR WALL PLYWD IS SPECIFIED THE PLYWOOD SHALL SHALL BE CONTINUOUS FROM SILL PLATE TO TOP PLATE. SEE 4, 11 & 20 / A6.3. - RESTROOM WALLS: 5/8" CEMENT WALLBOARD FROM T.O. SLAB OR T.O. CONCRETE CURB TO 48" A.F.F. WITH 5/8" HI-IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM T.O. CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.O.N.. NO SUBSTITUTIONS ALLOWED. FINISH AS SCHEDULED. SEE 11 (SIM), 12 /A6.3. - ALL OTHER FRAME WALL CONDITIONS: 1/2" CEMENT WALLBOARD FROM T.O. SLAB OR T.O. CONCRETE CURB TO 48" A.F.F., WITH 1/2" GYPSUM WALLBOARD FROM T.O. CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.O.N. FINISH AS SCHEDULED.
WALL LEGEND
DECOR: A. SEE A2.0 FOR SEATING PLAN AND DETAILS. B. SEE A7.0 FOR FLOOR FINISHES. C. SEE A8.0 - A8.3 FOR WALL FINISHES. D. SEE A7.1 FOR CEILING FINISHES. GENERAL: A. PROVIDE THREE FIRE EXTINGUISHERS - (2) 10 lb. BC and (1) 10 lb. ABC - TO COMPLY WITH LOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING AGENT. B. DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. C. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER 9/A6.2. D. ALL PENETRATIONS THROUGH E.I.F.S. SHALL BE SEALED USING MFR'S. APPROVED METHOD.
E
FLOOR PLAN NOTES
START OF CHAIR RAIL.
16
CONTINUE CHAIR RAIL AROUND CORNER TO WINDOW JAMB.
PROVIDE 2 LAYERS OF SUBSTRATE, THIS WALL, TO COMPENSATE FOR THICKNESS OF SHEARWALL AT EXTERIOR TOWER.
17
REMOVEABLE ASTRAGAL FROM INSIDE ONLY.
3
PIPE BOLLARD. SEE CIVIL DRAWINGS.
18
METAL STUDS REQUIRED PER LOCAL CODES.
4
HOOD WALL, SEE WALL LEGEND.
19
INDICATES WATER HEATER LOCATION. COMES WITH METAL STAND.
5
ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECT. DWGS.
20
6
SPLASHGUARD. SEE DETAIL 9/A6.3. INSTALLATION SHALL BE COORDINATED WITH INSTALLATION OF MOP SINK.
CO2 FILL BOX LOCATION.
21
ROOF LADDER SEE 4/A6.0
7
TILE TO CONCRETE METAL THRESHOLD.
22
ADD SECOND 2X4 WALL ON KITCHEN SIDE.
23
CASED OPENING, REFER TO DETAIL 6/A6.4. DOOR OPTIONAL, REFER TO DOOR SCHEDULE ON A1.1 (DOOR #6).
2
FINISH SUBSTRATES: A. PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF GYP. BD. AT ALL WALLS EXCEPT SHEARWALL SURFACES, U.O.N. B. ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. C. ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 1/2" CDX PLYWOOD SUBSTRATE, U.O.N.
DASHED LINE INDICATES INTERIOR SUBSTRATE LOCATION.
15
1
D
8
STARTING POINT. ALL SUB-TRADES SHALL USE THIS POINT AS A BEGINNING LAY-OUT (INSIDE FACE OF EXT. WALL STUDS.
1/4"=1'-0"
KEEP CLEAR FOR UTILITIES & SYRUP LINES. SEE DETAIL 14/A6.4 FOR STUD LAYOUT REQUIREMENTS.
310450 / 427473
STORE NUMBER:
1
FLOOR PLAN
JUNE 2014
PLAN VERSION: SITE NUMBER:
12
09/08/14
A
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
9
MOP SINK. REFER TO SHEET A2.0 & A2.1.
25
HOLD FINISH TO FINISH DIMENSION FOR SLAT WALL INSTALLATION.
10
S.S. CORNER GUARD / WALL CAP, TYP. ALL CORNERS IN BACK-OF-HOUSE FROM REAR WALL TO THE KITCHEN SIDE OF THE SERVICE COUNTER. SEE DETAIL 19/A6.3.
26
POST MAX. OCCUPANT LOAD.
11
ELECT. PANELS RECESSED IN 2x6 WALL.
27
PROVIDE TYPE 'K' FIRE EXTINGUISHER. COORDINATE FINAL LOCATION WITH LOCAL FIRE OFFICIAL.
12
LIGHTING CONTROL PANEL SURFACE MOUNTED. REFER TO ELECT. DWGS.
28
PROVIDE NO SMOKING EMBLEM ON GLAZING.
13
SYRUP LINE CHASE (ABOVE). SEE DETAIL 19/A6.4.
14
14"x14" HORIZONTAL OPENING FOR SYRUP TUBES. COORDINATE WALL PENETRATION WITH COUNTER INSTALLER. SEAL CHASE TO COUNTER. SEE 11/A6.4.
FLOOR PLAN
A1.0 KEY NOTES
B
PLOT DATE:
1.
REFER TO SHEET A1.0 AND A5 SHEETS FOR ROUGH OPENING DIMENSIONS.
1.
LAMINATE DOORS 4, 5, 6 & 7 AND PAINT FRAMES 3, 4, 5, 6 & 7. SEE FINISH SCHEDULE, SHEET A7.2.
2.
ENTIRE STOREFRONT SYSTEM SHALL BE DARK BRONZE ANODIZED.
2.
ALL HARDWARE SHALL BE US32D U.O.N.
3.
ALL SPANDREL GLASS SHALL BE DARK BRONZE TO MATCH FRAMES.
3.
ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N.
4.
SEE SCHEDULE FOR GLASS TYPES.
5.
ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.O.N.
4.
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.
6.
ALL TEMPERED GLAZING SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER, WHETHER THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES. THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED, OR AN EMBOSSED MARK, WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED.
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
5.
PERMANENT CORES SHALL BE SHIPPED TO THE RESTAURANT GENERAL MANAGER.
6.
MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY.
7.
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).
8.
PROVIDE PUSH/ PULL PLATES. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE : DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL.
9.
MOUNT KICKPLATE ON PUSH SIDE ONLY.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
PREFERRED SUPPLIER INTERIOR DOORS, FRAMES & HARDWARE LOCKNET MIKE MOYNAHAN 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356 800-887-4307 FAX : 859-887-4958
10. MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 8.5 LBS EXTERIOR. 11. ADA COMPLIANT ACCESSIBILITY SIGNAGE, INCLUDE BRAILLE AS REQUIRED BY LOCAL JURISDICTION - (1) MEN; (1) WOMEN, (2) EXIT
GLASS SCHEDULE D
14. FRAMES SHALL BE PAINTED. 15. PROVIDE LATCH AND STRIKE PLATE HARDWARE BY DOOR MFR. TO BE COMPATIBLE WITH LOCKS
NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED.
GREEN
EQ.
1 A6.1
5 A6.1
8 A6.1
C C
2 A6.1 1'-6"
3
1
2
3
5'-112" 41
2"
2"
3'-0"
17/A6.1
2, 4, 8, 10, 11, 15
2
3'-0" x 7-0" x 1-3/4"
A
AL AL
X
X
X
X
X
X
X
X
X
17/A6.1
2, 4, 8, 10, 11, 15
3
3'-6" x 7'-0" x 1-3/4"
C HM HM
10/A6.1
2, 3, 4, 6, 7, 9, 10, 15
4
3'-0" x 6'-8" x 1-3/4"
D WD HM
X
X
X
X
X
X
X
X
X
3'-0" x 6'-8" x 1-3/4"
D WD HM
X
X
X
X
X
X
X
X
X
3'-0" x 6'-8" x 1-3/4"
E WD HM
X
7
2'-0" x 6'-8" x 1-3/4"
B WD HM
X
8
3'-0" x 7-0" x 1-3/4"
A
AL AL
X
X
X
X
X
X
X
X
X
X
X
X
11/A6.1
X
10/A6.4
10/A6.4
X
10/A6.4
10/A6.4
SILL
JAMB
HEAD
COAT HOOK - BOBRICK
DOOR SIGN
9/A6.1
ISSUED FOR CONST.
X
X
10/A6.4
10/A6.4
1, 2, 3, 9, 14, 15
X
X
10/A6.4
10/A6.4
1, 2, 3, 14, 15
X
17/A6.1
2, 8, 10, 11
2
SITE NUMBER:
6
INTERIOR VESTIBULE
INTERIOR VESTIBULE
2014088.06
TACO BELL FRAMES FOR TYPE A DOORS SHOWN IN 9/A1.1 SIGN WHERE NOTED
6"
D
6"
4 SIM. A6.1
1'-0" 5'-0"
9'-0"
C
1209 RECKEWEG RD. FORT WAYNE, IN
C EQ. L EQ.
C
LIVE MAS MEDIUM40
3'-0"
1"
10" 2"
7
310450 / 427473
STORE NUMBER:
3'-4"
C
JUNE 2014
PLAN VERSION:
(DRIVE-THRU. WINDOW B-140) SEE ALSO DETAIL 16/A6.1 NOT LOW "E": SOLAR GLASS
5'-8"
1'-10" 7'-2"
3'-4"
18 SIM. A6.1 C
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
1'-9"
C
01.30.15
CONTRACT DATE:
KICKPLATE ON PUSH SIDE ONLY
0'-0" LEFT SIDE ELEVATION
02/11/15
X
1 SIM. A6.1
5'-8"
1'-10" 7'-2"
B
PROVIDE A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS"
UNDERCUT 3/4"
THAN * LESS DOOR WIDTH
SWEEP (VISTA 231 STD) NGP 101VA
KICKPLATE INCLUDED IN PACKAGE X
STD. ADJUSTABLE DOOR SWEEP PER DR. MFR.
X
THRESHOLD INCLUDED IN PACKAGE
X
*
X
C
C
9'-0"
5'-8"
SIM.
412"
12 A6.1
6
X
6"
4 SIM. A6.1
5
3'-6"
4'-81
3'-4"
B
4
X
9'-0"
3'-4"
2
18 A6.1 SIM.
UNDERCUT - SEE M2.0 KEY NOTE #11
NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING.
WINDOW TYPES
1/4" = 1'-0"
9
10 A6.1
1
5'-8"
9'-0"
1
1'-0" 1'-0"
1 SIM. A6.1
9'-0"
5
4
4'-0"
DRIVE THRU SIDE
4
18 A6.1
3
X
3'-0"
3
B
2
6 A6.1
0'-0"
4 A6.1
1
DOOR SCHEDULE
1'-6"
SIM.
3
3'-0" SIM.
17 A6.0
7 A6.1
2
8'-0"
3 A6.1
3'-0"
4 A6.1
A
A
9'-0"
A
7'-6"
A
2'-0"
8'-0"
1
X
5 6 OPTIONAL
9'-0"
3
7'-0"
2"
2
DOOR NOTES
ACCESSIBLE ALUM. THRESHOLD BY DOOR MFR.
EQ.
18 A6.1
1
DETAIL LOCATIONS
10" MIN. DOOR BOTTOM
41
FRONT ELEVATION
7
MISCELLANEOUS
X
1'-6" 2"
2
FRONT DOOR
15'-1112" EQ.
2'-6"
6
STAINLESS STEEL 10" x .050 X 2" L.T.D.W.
3'-6" 3'-0"
5
DOOR STOP
X
SIM.
0'-0" LEFT SIDE ELEVATION
4
THRESHOLD
AL AL
A
1'-6" 0'-0"
41
3
I.D.C. 8052
2 A6.1
B
B 1'-6"
4 A6.1
B
A
1'-6"
3 A6.1
SEE DOOR TYPE ELEVATIONS
3 A6.1
9'-0"
8 A6.1
7'-6"
4 A6.1
3'-8"
7'-6"
9'-0"
3 A6.1
SIM.
1
2
KICKPLATE
1
A
B
A
A
1
CLOSER INCLUDED IN PACKAGE
1'-10"
B
A
4
DOOR SCHEDULE NOTES
3'-0" x 7-0" x 1-3/4"
9'-0"
2 A6.1
3
I.D.C. 8051
SIM.
3 A6.1
2
4
1
1 A6.1
9'-0"
4 A6.1
1
N.T.S.
PULL
6'-4"
SIM.
FALCON 1690 CONCEAL VERT. PANIC HARDWR
6'-4"
1 A6.1
FALCON "T" SERIES - PRIVACY SET
5'-8"
412"
CLOSERS
FALCON C953-7 OR C987-7 AS REQUIRED
4'-0"
412"
LOCKS
FALCON #T351 CLOSET LOCK
4'-0"
2"
BUTTS
H.D. TYPE 304 S.S. BOBRICK SPRING LOADED
4'-0"
2"
41
DOOR SIZE
CONT. HINGE INCLUDED IN PACKAGE
4'-0"
2"
41
DOOR NO.
ONE PAIR OFFSET PIVOTS PER DOOR MANUFACTURER, TOP & BOTTOM 1 1/2 PR McKINNEY #TA2731, 4-1/2" x 4-1/2"
41
19'-1"
PANIC HARDWARE INCLUDED IN PACKAGE
17'-112"
NOT USED
7
N.T.S.
FULL LENGTH LATCH PROTECTOR INCL. IN PKG.
NOTES
FALCON #T511 DG WIC
10
FRAME
N.T.S.
DOOR
NOT USED
TYPE
**** ALL STOREFRONT GLAZING SHALL BE LOW "E" SOLAR GLASS ****
PULL PLATE TRIMCO 1017-3B - 4" x 16"
1/4" TEMPERED GLASS
PUSH
C
13. INSTALL WITH REMOVABLE DOOR STOPS AND WEATHER STRIPS.
PUSH PLATE ROCKWOOD 70F - 8" x 16"
1" INSULATED TEMPERED GLASS
WALL STOP - ASA 0714 COAT HOOK W/ BUMPER
B
SAFETY GLASS BY MFR.
HINGE STOP - ROCKWOOD 532.NP
1" INSULATED GLASS
FLOOR STOP - ROCKWOOD 441 CU
A
12. RESTROOM SIGN REQUIRED.
KICKPLATE KITCHEN SIDE ONLY
DOOR & WINDOW ELEVATIONS AND SCHEDULES
FINISH FLOOR
17 A6.1 STOREFRONT SYSTEM
NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING OR OUTSIDE ROOM.
DOOR TYPES
1/4" = 1'-0"
3
A1.1 PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
B-241 B-251 B-290 B-405 N-056
S-204
B-406 S-513 S-284
U-250
(2) S-600 8
B-140
U-070
1
D-513
D-505
G16 G17
D-513
D-513
D-505
F-160
D-513
S-444 S-544 S-443
3
D-531
S
F-500
A
H
(H)
T
F-920 R
12" MIN.
TYP. D-537
F-915
S-639
U-238 U-239
B-400 U-250
S-349
(2) U-238 U-208 S-489
U-209 U-238 (2 EA)
S-453
D-505
3
D-518
B-405
D-519
D-558
U-052
D-511
D-549 (ABOVE) TYP. D-536
TYP. D-536
3
4
TYP. D-537
D-507
D-503
K-657
10 K-604
B-400
C-250
U-250
B-400
S-005
P-315 B-290 P-673 B-405 (2) P-452 B-241 N-056 B-251
S-024
S-489
K-602
K-604 N-130 N-171 N-698 P-550
14 K-210
B-405
K-602
U-070 U-061
K-699 K-522
K-602 S-482 K-708
K-699
K-699
K-657
K-602
6 B-405
(2) S-600
F-090
N-043
S-540
K-523
S-550 D-524
02/11/15
10
W-053
K-517
U-070 U-100 U-121 U-152 F-160 K-490 (2 EA.)
F-022 TYP. D-536
D-502 (H)
S-453
F-090
D-507
4
U-250 S-065 L-014
U-054
(H) D-500
16
3'-0" CLEAR
15
S-546
TYP. D-503
13
C-203
S-544 S-544
D-523
C-400 P-417
C-046
P-352 S-023
P-541 F-030 C-107
S-004
S-352
D-500
K-132
R-009
U-250
S-547 S-254
G5
D-503
K-518
U-100 (2) F-090 S-482 U-250 S-285 U-061 S-513
D-505
D-534
U-121 U-152
3'-0" CLEAR
D-513
3'-312" CLEAR
D-513
E-107
14
K-382
S-375 G13 G14
A A8.1
7
ADT
S-570 S-274 U-024
DEMARC
K-420 S-570
B-599 N-071 N-208
F-915
5 TYP.
G15
G12
G19
G18
9 B-223
K-699
12
K-221
K-607
S-580
12" MIN.
ISSUED FOR CONST.
01.30.15
B-600 B-219
S-286 S-381
A A8.1 L-150 2
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
EQUIPMENT/SEATING PLAN SYM. QTY. ITEM
SYM. QTY.
D-500
2
TABLE - OVAL - BAR HEIGHT - 24" X 30" - CORE DRILL BASE
D-502
1
TABLE - OVAL - BAR HEIGHT - 30" X 60" - CORE DRILL BASE
D-503
3
TABLE - RECTANGLE - STD HEIGHT - 18" X 24" - CORE DRILL BASE
D-505
4
TABLE - RECTANGLE - STD HEIGHT - 24" X 40" - CORE DRILL BASE
D-507
2
TABLE - RECTANGLE - STD HEIGHT - 24" X 40" - CORE DRILL BASE (ADA)
D-511
1
D-534 D-536 D-537 D-549
X
6
OPEN BACK BENCH SETTEE - 42"
D-518
1
BACKLESS BENCH SETTEE - 38"
D-519
1
BACKLESS BENCH SETTEE - 42"
D-523
1
SINGLE TRASH RECEPTACLE
D-524
1
ITEM
REMARKS
1
SCREEN WALL
G12
1
TASTE EXPLOSION 1 OF 4
SEE A8.0 FOR LOCATION
15
FORMED WOOD SHELL DINING CHAIR
G15
1
TASTE EXPLOSION 2 OF 4
SEE A8.0 FOR LOCATION
G18
1
TASTE EXPLOSION 3 OF 4
SEE A8.0 FOR LOCATION
G19
1
TASTE EXPLOSION 4 OF 4
SEE A8.0 FOR LOCATION
G13
1
VOLCANO TARGET
SEE A8.0 FOR LOCATION
G14
1
NYC TACO TAXI
SEE A8.0 FOR LOCATION
G16
1
TACO NIGHT TIME
SEE A8.0 FOR LOCATION
G17
1
TACO BEACH BELL
SEE A8.0 FOR LOCATION
G5
1
NUTRITION BOARD
SEE A8.0 FOR LOCATION
10 1
FORMED WOOD SHELL DINING CHAIR SOFFIT BY DISTRIBUTOR.
DIVIDER WALL - 90" LONG
D-513
QTY.
HOOD FIRE SUPPRESSION SYSTEM (ANSUL R-102 OR EQUAL).
2
SEE SHEET A1.1 FOR SECURITY DOOR PACKAGE.
3.
3
MAINTAIN 36" MIN CLEAR AISLE EGRESS PATHS TO EXIT DOORS.
4
30" x 48" CLEAR FLOOR SPACE FOR HANDICAP ACCESS.
5
DOT INDICATES CORE DRILL LOCATION. CORE DRILL LAYOUT TO BE PROVIDED BY THE SEATING VENDOR. SEE DETAIL 7/A6.3 AND SCOPE OF WORK. CHANGE CORE DRILL BITS TO MATCH DECOR BASE SIZE TO MAINTAIN 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
SWITCHGEAR / ELECTRIC PANELS.
11
NOT USED.
12
8' LADDER.
13
BRINKS SAFE.
14
SPLASH GUARD.
15
ALERT LIGHT BOX FOR 3-COMP POWER SOAK.
16
ROOF LADDER.
- SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE.
GENERAL NOTES STORAGE TYPE
C1 LINEAR FT.
DOUBLE TRASH RECEPTACLE
COLD STORAGE
21
FROZEN STORAGE
14
SERVICE COUNTER - 127"
D-531
1
CONDIMENT COUNTER - SQAURE CORNERS
SEATING PACKAGE - BY SEATING VENDOR U.O.N. (TOTAL SEATS = 40)
E
ARTWORK SCHEDULE
D
TACO BELL
1
40
1
A
DECOR 1. REFER TO SC SHEETS FOR SCOPE OF WORK RESPONSIBILITIES. 2. (H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS.
DRY STORAGE
D-558
1/4"=1'-0"
SHELVING QUANTITIES REQUIRED
C2
2014088.06
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
KEYNOTES
EQUIPMENT AND SEATING PLAN
A2.0 B
PLOT DATE:
B-600
1
X
WATER FILTRATION SYSTEM
3M #CFS200WS
X
X
B-600
02/11/15
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
CL
CL
18'-5"
A A5.0
B A5.1
CL
18'-9"
7'-7"
GREEN
4
16'-10" HOLD
E 1
GREEN
14
11
30 TYP.
11
20'-2 1/2" T.O. FRAMING
11
15
30 TYP.
15
1/2 SL :12 OP E
GREEN
25
RTU
1
2
5
24 TYP.
E
14 A6.0
EF
14 A6.0
22
1
7
15 SIM.
8 7
12" MIN.
5'-9"
8
GREEN
15 SIM.
1
30 TYP. 11
19
21
9
SLOPE 1/2 : 12
SLOPE 1/2 : 12
6
15
15
GREEN
2'-6"
6
SIM.
" '-0 R5
15
B A5.2
19
14 15
22 3 EF
24
15 SIM.
2
21
28
29
12
13'-10" T.O. FRAMING
14
14
GREEN
E OP SL 2 :12 1/
15 SIM.
21
24
15 SIM.
23
B
30
1
20'-9" T.O. FRAMING
12 B A5.0
13
20'-9" T.O. FRAMING
1
1
30 TYP.
20'-2 1/2" T.O. FRAMING
30'-412" HOLD
GREEN
02/11/15
C
23
30
13
D
2
25 22'-1" HOLD
4'-3"
15
9
RTU
1/2 SL :12 OP E
3'-7"
15
1
21'-0" T.O. SLAT WALL
30 TYP.
15
1/2 SL :12 OP E
10'-3"
NC RA LEA . C UST A MIN -0" O EXH T
A A5.2
:12 1/2 OPE SL
"
10'
14
'-6" " 1 YP. 1'-6 . T TYP
'-0
15
NCE . CLEARA 10'-0" MIN UST TO EXHA
R5
10
2 :1 1/2 OPE SL
30 TYP.
1/2 SL :12 OP E 3'-6"
19
10'-5"
13
10'-5"
22'-1" T.O. FRAMING
20'-2 1/2" T.O. FRAMING
20'-9 1/2" T.O. FRAMING
A A5.1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
1
D A5.1
PARAPET COPING
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PARAPET STEP ELEVATION
SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
ROOF PLAN PRIMARY SCUPPER
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 DRAWINGS OR SPECS. D. SEE SPECIFICATIONS FOR SEALANT SPECS. E. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN.
VERTICAL WALL NOTE: PRIMARY AND OVERFLOW SCUPPER OPENINGS TO BE SIZED PER U.P.C. APPENDIX D AND LOCAL CODE REQUIREMENTS
22 GA. G.I. CONDUCTOR HEAD
BASE FLASHING SYSTEM
22 GA. G.I. SCUPPER FLASHING- SET PRIMED FLANGES INTO ROOF CEMENT OVER FIELD PLIES AND NAIL FLANGES TO ALL SUBSTRATE SURFACES USING APPROPRIATE FASTENERS
ELASTOMERIC SEALANT ON ALL SIDES
SEAL CUT EDGES AT SCUPPER OPENING USING WOVEN GLASS FABRIC EMBEDDED INTO AND COVERED WITH FLASHING CEMENT
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 ONLY IF REQUIRED BY CODE.
NOTE: ALL SEAMS @ FLASHING TO BE SOLDERED OVERFLOW SCUPPER
ROOFING SYSTEM
4"
2"
2" GREEN
CAP SHEET FLASHING SHEET
NOTE: ALL SEAMS @ FLASHING TO BE SOLDERED
SCUPPER FLASHING
F
JUNE 2014
PLAN VERSION:
ROOF PLAN NOTES
E
1/4"=1'-0"
310450 / 427473
STORE NUMBER:
2014088.06
A TACO BELL
1
ROOFTOP UNIT. INSTALL PLUMB AND LEVEL.
18
NOT USED.
2
KITCHEN HOOD EXHAUST FAN. SEE SHEETS M3.0 & DETAIL 19/A6.0.
19
3
RESTROOM EXHAUST FAN. SEE 18/A6.0.
WASTE VENT THROUGH ROOF. THE TOP OF WASTE VENTS SHALL BE 12" HIGHER THAN THE CLOSEST PARAPET CAP U.N.O. OR NOT ALLOWED BY LOCAL JURISDICTION. SEE 12/A6.0 FOR FLASHING ASSEMBLY.
4
CANOPY. SEE SCOPE OF WORK.
20
NOT USED.
5
ROOF HATCH: SEE 7/A6.0.
21
"DURO-LAST" SINGLE PLY ROOF MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWOOD OVER TRUSSES. INSTALL PER MANUFACTURERS SPECIFICATIONS.
6
ICE MACHINE CONDENSERS.
22
7
WALK-IN COOLER / FREEZER CONDENSERS. SEE SCOPE OF WORK SHEET.
POWER / GAS / CONDENSATE ENTRY UNDER HVAC UNIT (PER HVAC MFR. SPECS.) REFER TO MECH. AND PLUMB DWGS. UTILITY ACCESS FROM WITHIN CURB - NO ROOF PENETRATIONS. DO NOT RUN ON ROOF SURFACE. SEE 13/P6.0.
8
EQUIPMENT PLATFORM. SEE DETAIL 15/A6.0.
9
GREEN
24x36 WALK MATS. SEE ROOF SPECS.
PIPE HOOD FOR UTILITIES. SEE DETAIL 9/A6.0.
24
MAINTAIN MFR'S ROOFTOP UNIT MAINTAINANCE CLEARANCE.
10
24" x 24" HINGED LOUVER. SEE DETAIL 8/A6.0.
25
11
SCUPPER AND DOWNSPOUT. SEE DETAIL F.
OUTSIDE AIR INTAKE FOR ROOFTOP UNIT. MAINTAIN MIN 10'-0" SEPARATION FROM PLUMBING VENTS, FLUES AND BUILDING EXHAUST.
12
ALUMINUM SLAT WALL BY VENDOR. SEE SCOPE OF WORK.
26
NOT USED.
ALUMINUM VALANCE. SEE SCOPE OF WORK..
27
NOT USED.
13
28
WATER HEATER INTAKE. SEE DETAIL 13/A6.0 FOR BRACING.
29
WATER HEATER EXHAUST FLUE SHALL BE MIN. 6" HIGHER THAN INTAKE-MAINTAIN MIN. 10'-0" FROM NEAREST POINT OF RTU INTAKE. SEE DETAIL 13/A6.0 FOR BRACING.
30
PAINTED METAL PARAPET CAP. SEE DETAIL 2 & 5/A6.0
CHANGE IN PARAPET ELEVATION SEE DETAIL 14/A6.2.
15
ROOF CRICKET. SEE DETAIL 16/A6.0.
16
NOT USED.
17
NOT USED.
LIVE MAS MEDIUM40
23
14
1209 RECKEWEG RD. FORT WAYNE, IN
KEY NOTES
ROOF PLAN
B
A3.0 PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
1
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
SIM.
C A5.0
D A5.2
D A5.1
A A5.1 SIM. (BEHIND SLATS)
24
2" E.I.F.S. TO END AT START OF SLAT WALL.
3
(BEYOND)
22 V-363
14'-1" CL OF SIGN
1'-0"
4
4
7
12'-9" 1'-221"
3" 54 4'-141"
CL
EQ
CL
EQ
TYP.
9'-0" BOTTOM OF VALANCE
9'-0" EIFS THICKNESS TRANSITION
26
1 V-349
10
13'-10" T.O. COOLER
11
1
B
14
21
20
C
3
1
5'-0" TYP.
14 D
6
TYP.
17
4
21
2'-8"
2'-8"
2'-8"
3
02/11/15
21
RIGHT SIDE ELEVATION PARAPET CAP
3 PARAPET CAP
MISCELLANEOUS A. SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS. B. SEE SCOPE OF WORK FOR RESPONSIBILITIES. C. "HIGH IMPACT" MESH SHALL BE USED WHERE NOTED C D D. THE PAINT COLORS SHOWN ARE COLOR REFERENCES FOR THE E.I.F.S. SUPPLIER E. E.I.F.S. TEXTURE SHALL BE 'FINE'.
5
1" EIFS LEDGE
V-XXX
QTY
V-350 V-348 V-363
1 1 1
ITEM DESCRIPTION TACO BELL DRIVE THRU CANOPY TACO BELL "BUILDING ACCENT" SLAT WALL SYSTEM
GREEN
SHADING & LED LAMPING.
A
BASE THICKNESS - 1" THICK E.I.F.S.
X X
B
BASE THICKNESS - 2" THICK E.I.F.S.
C
BASE THICKNESS -1" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED). SEE DETAIL 2/A6.2.
D
18'-9 1/2" EIFS LEDGE
1" EIFS MAIN BUILDING WALL
2" THICK EIFS ACCENT BAND
1" HIGH IMPACT EIFS MAIN BUILDING WALL
E.I.F.S. THICKNESS
3
C
"CRITICAL" DIMENSIONS: A. REQUIRED CLEAR OPENING WIDTH TO ENSURE COORDINATION WITH STANDARD SIGNAGE/ BUILDING ELEMENTS DIMENSIONS.
I
MANUFACTURER
AREA
EIFS THICKNESS COLOR TRANSITION
COLOR
1
MAIN BUILDING COLOR
SHERWIN WILLIAMS
SW 6122 "CAMEL BACK"
2
WALL COLOR BEHIND SCREEN WALL
SHERWIN WILLIAMS
SW 6831 "CLEMATIS"
3
ACCENT COLOR
SHERWIN WILLIAMS
SW 2823 "ROOKWOOD CLAY"
4
SLAT WALL AND VALANCE COLOR
VENDOR
5
PARAPET CAP COLOR
25
6
STONE WALL
BORAL - VERSA STONE
7
STOREFRONT WINDOWS
8
PIPE BOLLARDS
9
PARAPET BACK ROOFING
DUROLAST
TBD STREET SMART DUROLAST
01.30.15
B
N.T.S.
V-XXX
QTY
V-349 V-322
3 3
ITEM DESCRIPTION
ELEC
TACO BELL LETTERS 12" HIGH, WHITE, FLAT FACED TACO BELL 'BELL' SIGN 4'-10 1/2"W x 4'-6 1/4"H GREEN
X X
LED LAMPING.
N.T.S.
ALTERNATE MFR.
ALTERNATE COLOR
LOTUSAN
NA08-0011
LOTUSAN
NA08-0010
G
GENERAL NOTES
F
CONTACT INFORMATION SHERWIN WILLIAMS: BRAD HARRINGTON, 216-341-5558 X115 (PHONE),
[email protected] EIFS CONTACT: STO CORP.: TIM SALERNO, 800-628-2738 X6502 (PHONE), 321-978-0267 (FAX),
[email protected] OWNER REPRESENTATIVE WILL IDENTIFY IF LOTUSAN PAINT WILL BE USED.
SW 7034 "STATUS BRONZE" (EQUAL) MEDIUM BRONZE (FACTORY FINISH)
SHERWIN WILLIAMS
TIGHT CUT - " PLUM CREEK"
OWENS CORNING
SW 7069 "IRON ORE" DURO-LAST: LEE COBB, 800-434-3876 (PHONE) IDAHO DRY STACK, CARMEL MOUNTAIN CULTURED STONE VENEER
VERSETTA STONE WALL: GENE GUETZOW, 262-215-8373 (PHONE) ALTERNATE: OWENS CORNING: KATHY MANNON, 866-315-5081 (PHONE),
[email protected]
CANOPY AND BLDG. ACCENT SCHED. 1
BUILDING SIGN, SEE SCOPE OF WORK.
2
DRIVE THRU WINDOW. SEE SHEET A1.0 AND A1.1.
3
ROOF BEYOND.
4
STOREFRONT TYPICAL.
5
INTERNATIONAL SYMBOL OF ACCESSIBILITY.
6
SWITCH GEAR. PAINT TO MATCH WALL.
7
ARCHITECTURAL ALUMINUM VALANCE BY VENDOR.
8
LIGHT SCONCE. ALIGN BOTTOM OF FIXTURE'S MOUNTING BRACKET WITH CHANGE IN EIFS THICKNESS (CENTER OF BRACKET AT 9'-2").
9
ASSUME D/T LANE SURFACE IS 6" BELOW THE FINISH FLOOR. REFER TO GRADING & SITE PLAN.
10
" DARK BRONZE" YELLOW - 1/4" THCIK PLASTIC COVER (US.POSTMAN.COM) OR EQUAL THE COLOR SHALL BE FACTORY COLORED "TAN." EQUAL ALTERNATE ALLOWED.
DURO-LAST: LEE COBB, 800-434-3876 (PHONE)
EXTERIOR FINISH SCHEDULE
H
N.T.S.
EIFS (TYP). SEE 2 & 4/A6.2.
12
PARAPET COPING. IF DURO-LAST EDGE TRIM IS USED. USE THE DURO-LAST PRE-FINISHED EDGE TRIM. SEE DETAIL 2/A6.0.
13
CO2 FILLER VALVE & COVER. SEE DETAIL 5/A6.2 SIM.
14
EIFS REVEAL JOINT.
BUILDING TYPE: LIVE MAS MEDIUM40
SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
E
2" EIFS TO TERMINATE AT TOP OF WINDOW HEIGHT. PROVIDE 1" EIFS ABOVE THAT POINT. SLOPE TRANSITION AWAY FROM BUILDING 1:12.
11
09/08/14
CONTRACT DATE:
PLAN VERSION:
* REQUIRES ELECTRICAL CONNECTION. SEE ELECTRICAL PLANS.
SYMBOL
BULLETIN #1
A. VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS, CANOPIES, AND SIGNAGE. SWINGING BELL & LETTERS NOT HATCHED BUT INCLUDED.
VARIES
N.T.S.
01.30.15
B. DENOTES 2" THICK EIFS
1" EIFS MAIN BUILDING WALL
SLAT WALL COLOR TRANSITION
1
ISSUED FOR CONST.
GREEN
LEGEND:
9'-0" EIFS THICKNESS TRANSITION
1
9'-0" BOTTOM OF VALANCE
GREEN
BASE THICKNESS -2" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED). SEE DETAIL 2/A6.2.
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 @ WINDOWS. C. APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY/TRELLIS.
ALUMINUM VALANCE BY VENDOR V-363
A
ELEC
SLAT WALL BY VENDOR 1
1/4"=1'-0"
SIGN SCHEDULE
N.T.S.
C
15
GAS SERVICE.
16
WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR.
17
SCUPPER, COLLECTOR, AND VERTICAL DOWNSPOUT 6" MIN. PAINT TO MATCH ADJACENT WALL.
18
OVERFLOW SCUPPER.
19
RTU BEYOND. PAINT TO MATCH MAIN BUILDING COLOR.
20
BREAK METAL COVER OVER WOOD STUDS TO MATCH STOREFRONT. SEE 3,4 & 7/A6.1
21
HIGH IMPACT E.I.F.S. WHERE SHOWN ON ELEVATIONS. TOP EXTENT AT 5'-0". SEE 2/A6.2.
22
ALUMINUM SLAT WALL BY VENDOR.
23
BOLLARD
24
DUROLAST SINGLE MEMBRANE ROOFING OR EQUAL.
25
IF THE DURO LAST PARAPET CAP TRIM IS USED IT SHALL NOT BE PAINTED.
26
RETURN ALUMINUM LOUVERS BACK TO FACE OF BUILDING.
27
PROVIDE HOUSE NUMBERS. COORDINATE SIZE AND LOCATION WITH LOCAL FIRE OFFICIAL.
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
EXTERIOR ELEVATIONS
A4.0 KEY NOTES
D
PLOT DATE:
GPD GROUP
®
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
1
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
D A5.2
B A5.1
A A5.1
D A5.0
A A5.0
SIM.
SIM.
24 19
19
CL
1 V-349
EQ. EQ.
CL
12'-9"
17 8 TYP.
11
1
1
17
2'-8"
3'-0"
1 D
21
2'-8"
1
A
B
5'-0" TYP.
B
11
V-350
B
1 D
13'-1041"
11
5'-0"
TRANSITION
2'-8"
4'-7"
8
1'-0"
TYP.
3'-721"
3
17
8
8
17
1'-0"
EQ. EQ.
1 21
D
21 20
10'-9"
2'-8"
2'-8"
2'-8"
10'-9"
2'-421"
2'-721"
2'-421"
C
3
02/11/15
21
LEFT SIDE ELEVATION
1/4"=1'-0"
A
1
19
1 V-322
3" 4
21'-0"
2'-921" 1'-0"
310450 / 427473
STORE NUMBER:
4
2014088.06
TACO BELL
5"
12'-9"
JUNE 2014
PLAN VERSION: SITE NUMBER:
22 V-363
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
(BEYOND)
CL
521"
01.30.15
CONTRACT DATE:
3 V-348
V-350
BULLETIN #1
19
(BEHIND SLATS)
CL
EQ.
01.30.15
1
SIM.
EQ.
ISSUED FOR CONST.
7
TRANSITION
4
10 27
5'-0"
13'-7"
14'-2"
1209
1 V-349
1'-0"
1209 RECKEWEG RD. FORT WAYNE, IN
1
LIVE MAS MEDIUM40
EXTERIOR ELEVATIONS
20 21
3
17
C
3'-0"
20
6
A4.1 FRONT ELEVATION
1/4" = 1'-0"
C
REAR ELEVATION
1/4" = 1'-0"
B
PLOT DATE:
OPTION TO REPLACE RIGID INSULATION W/ BATT INSULATION. BATT TO BE HUNG FROM PLYWOOD DECK BETWEEN JOISTS. ENERGY CALCULATION TO BE REVISED ACCORDINGLY.
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
24 GA. METAL COPING.
2 A6.0 24 GA. METAL COPING.
EL. 22'-1" TOP OF STONE TOWER FRAMING
24 GA. METAL COPING.
24 GA. METAL COPING. 1 EL. 20'-2 1/2" T.O. PARAPET FRAMING
GREEN
GREEN
2 A6.0
LED LIGHT SEE ELECTRICAL PLANS
BLOCKING
2 A6.0
LED LIGHT SEE ELECTRICAL PLANS
4'-5"
1" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING EL. 18'-9 1/2" E.I.F.S. BAND ELEVATION - HIGH PLYWOOD SEE STRUCTURAL
2x6 STUDS GREEN
DURA-LAST ROOFING MEMBRANE
LED LIGHT SEE ELECTRICAL PLANS
BORAL VERSA STONE PANEL WALL SYSTEM
GREEN GREEN
LED LIGHT SEE ELECTRICAL PLANS
DURA-LAST ROOFING MEMBRANE OVER GRADE PLYWD
GREEN
2x6 STUDS
DURO-LAST SINGLE PLY ROOFING MEMBRANE 1 OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
SLAT WALL BY VENDOR GREEN
2" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING
DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN. RIGID 1 INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
1" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING (BEHIND SLATWALL AND VALANCE)
1" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING (BEHIND SLATWALL AND VALANCE)
GREEN
20 A6.0
SIGN WHERE OCCURS. SEE ELEVATIONS
EL. 12'-5" TURN BUCKLE CENTER
FIBERGLASS BATT INSULATION
BLOCKING FOR CANOPY SEE STRUCTURE
TURNBUCKLE BY SIGN VENDOR SEE SCOPE OF WORK
SLAT WALL BY VENDOR
DURO-LAST SINGLE PLY ROOFING MEMBRANE 1 OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
4'-5"
GREEN
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD
BLOCKING
ROOF TRUSS REFER TO STRUCT. DWGS. FOR SIZES, LOCATIONS AND PROFILES
LED LIGHT SEE ELECTRICAL PLANS
EL. 11'-7 1/2" TOP OF VALANCE
HANGER ROD (SEE SCOPE OF WORK)
SIGN WHERE OCCURS. SEE ELEVATIONS
02/11/15
GREEN
LED LIGHT SEE ELECTRICAL PLANS
BLOCKING
EL. 9'-0" E.I.F.S. BAND ELEVATION - LOW
FIBERGLASS BATT INSULATION 2'-8"
EL. 10'-8" TRUSS BEARING HEIGHT 1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
BLOCKING FOR CANOPY SEE STRUCTURE
EL. 9'-4" CEILING
EL. 9'-0' CANOPY CLEARANCE ( MIN. 9'-6" ABOVE DRIVE THRU LANE)
EL. 9'-0" BOTTOM OF VALANCE
EL. 8'-10" CEILING OR AS INDICATED ON RCP
SIM.
GREEN
EL. 9'-4" CEILING
EL. 9'-0" BOTTOM OF VALANCE AND CHANGE IN EIFS THICKNESS
GREEN
GREEN
REFER TO STRUCT. DWGS. FOR HEADER SIZES
EL. 8'-0" WINDOW HEAD
EL. 9'-4" CEILING
FIBERGLASS BATT INSULATION
1 A6.1
STOREFRONT WINDOW SYSTEM
DRIVE-THRU WINDOW PASS-THRU UNIT. SEE SCOPE OF WORK.
PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2x4 STUDS
2" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
2x6 STUDS FIBERGLASS BATT INSULATION
5 A6.1
CONTRACT DATE:
BORAL VERSETTA PANEL WALL SYSTEM
2014088.06
TACO BELL
GREEN
9'-0"
1209 RECKEWEG RD. FORT WAYNE, IN
6 A6.1 2 A6.1
EL. 3'-0" DRIVE THRU WDW. R.O.
1/2" GYP. BOARD
LIVE MAS
FRP OVER 1/2" PLYWOOD
MEDIUM40
1" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING
1/2" GYP. BOARD
SCHEDULED WAINSCOT
SILL GASKET - TYP.
SCHEDULED WAINSCOT
EL. 1'-6" WINDOW SILL R.O. 1" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING
4 A6.2
4 A6.4
SILL GASKET - TYP.
16 A6.3
WALL SECTIONS
SILL GASKET - TYP.
SILL GASKET - TYP.
EL. 0'-0" T.O. SLAB
EL. 0'-0" T.O. SLAB SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS
20 A6.3
WALL SECTION AT DRIVE THRU
4 A6.2
3/4" = 1'-0"
D
EL. 0'-0" T.O. SLAB
A5.0
SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS
SEE STRUCT. DWGS. FOR FOUNDATION AND SLAB DETAILS
WALL SECTION AT DINING - ENTRY SIDE
EL. 0'-0" T.O. SLAB
3/4" = 1'-0"
C
WALL SECTION AT DINING TYP.
3/4" = 1'-0"
B
SECTION AT DINING - DRIVE THRU SIDE TOWER
3/4" = 1'-0"
A
PLOT DATE:
OPTION TO REPLACE RIGID INSULATION W/ BATT INSULATION. BATT TO BE HUNG FROM PLYWOOD DECK BETWEEN JOISTS. ENERGY CALCULATION TO BE REVISED ACCORDINGLY. SEE CALLOUT ON DETAIL B/A5.2
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
2 A6.0 SIM. 24 GA. METAL COPING.
1
2 A6.0
FIBER CANT
2 A6.0
2 A6.0
24 GA. METAL COPING. FIBER CANT
EL. 20'-9 1/2" T.O. PARAPET FRAMING
1
24 GA. METAL COPING.
1 EL. 20'-2 1/2" T.O. PARAPET FRAMING
EL. 20'-2 1/2" T.O. PARAPET FRAMING
FIBER CANT
EL. 20'-2 1/2" T.O. PARAPET FRAMING
1" - E.I.F.S.
1" - E.I.F.S.
1" - E.I.F.S.
EL. 18'-9 1/2" E.I.F.S. BAND ELEVATION - HIGH
EL. 18'-9 1/2" E.I.F.S. BAND ELEVATION - HIGH
1
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD
EL. 18'-9 1/2" E.I.F.S. BAND ELEVATION - HIGH
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD
DURO-LAST SINGLE PLY ROOFING MEMBRANE 1 OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD
DURO-LAST SINGLE PLY ROOFING MEMBRANE 1 OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD. 2" - E.I.F.S.
DURO-LAST SINGLE PLY ROOFING MEMBRANE 1 OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
DURO-LAST SINGLE PLY ROOFING MEMBRANE 1 OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
2" - E.I.F.S.
02/11/15
2X6 STUDS 2" - E.I.F.S.
(2) 2x6 CONT. TOP PLATES
(2) 2x6 CONT. TOP PLATES
EL. 10'-8" TRUSS BEARING HEIGHT
(2) 2x6 CONT. TOP PLATES
EL. 10'-8" TRUSS BEARING HEIGHT
EL. 10'-8" TRUSS BEARING HEIGHT 1
FIBERGLASS BATT INSULATION
VARIES CEILING
VARIES CEILING FIBERGLASS BATT INSULATION 1" - E.I.F.S.
VARIES CEILING
VARIES SUSPENDED CEILING
EL. 9'-0' E.I.F.S. BAND ELEVATION - LOW 2x6 STUDS
FIBERGLASS BATT INSULATION
BLOCKING @ CEILING - TYP.
1" - E.I.F.S.
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
EL. 9'-0" E.I.F.S. BAND ELEVATION - LOW
2x6 STUDS FIBERGLASS BATT INSULATION CONTRACT DATE:
2x6 STUDS
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 1" - E.I.F.S.
9 A6.1
2x6 STUDS
PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
TACO BELL
SECURITY DOOR SEE SHEET A2.0.
1209 RECKEWEG RD. FORT WAYNE, IN
4 A6.2 20 A6.3
2014088.06
SIM.
10 A6.1
16 A6.3
20 A6.3
KITCHEN SIDE
16 A6.3
DINING ROOM SIDE
LIVE MAS MEDIUM40
SILL GASKET - TYP.
SILL GASKET - TYP.
EL. 0'-0" T.O. SLAB
EL. 0'-0" T.O. SLAB
WALL SECTIONS
SILL GASKET - TYP.
EL. 0'-0" T.O. SLAB
EL. 0'-0" T.O. SLAB
A5.1
WALL SECTION AT REAR TOWER
3/4" = 1'-0"
D
WALL SECTION AT SERVICE DOOR
3/4" = 1'-0"
C
WALL SECTION AT THICK E.I.F.S.
3/4" = 1'-0"
B
TYPICAL WALL SECTION
3/4" = 1'-0"
A
PLOT DATE:
OPTION TO REPLACE RIGID INSULATION W/ BATT INSULATION. BATT TO BE HUNG FROM PLYWOOD DECK BETWEEN JOISTS. ENERGY CALCULATION TO BE REVISED ACCORDINGLY.
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
24 GA. METAL COPING.
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
FIBER CANT SLOPE MIN 1/2" / FOOT
22'-1" T.O. DBL PLATE
2 A6.0
2 A6.0
EL. 21'-0" T.O. SLAT WALL
24 GA. METAL COPING. FIBER CANT
2 A6.0
1 SIM.
EL. 20'-2 1/2" T.O. PARAPET FRAMING GREEN
LED LIGHT SEE ELECTRICAL PLANS
BLOCKING
1" E.I.F.S.
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD
4'-5"
PLYWOOD SEE STRUCTURAL
EL. 18'-9 1/2" E.I.F.S. BAND ELEVATION - HIGH
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD 2" E.I.F.S. BLOCKING
2 A6.0
EL. 13'-10" T.O. PARAPET FRAMING
DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN. RIGID 1 INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN. RIGID 1 INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
GREEN
ROOF NOTCH (BEYOND)
2 A6.0 SLAT WALL BY VENDOR
24 GA. METAL COPING.
7 A6.2
FIBER CANT EL. 13'-10" PARAPET CAP
DURA-LAST ROOFING MEMBRANE OVER 1/2" EXTERIOR GRADE PLYWD
ROOF SLOPE: 1/2 : 12 SLOPE
GREEN
GREEN
SEE STRUCTURAL FOR DETAILS
8 X 8 INTAKE AND EXHUAST AIR TRANSFER GRILLS OVER COOLER WITH A MINUMUM OF 4'-0" BETWEEN EACH GRILL. REFER TO MECHANICAL SHEETS.
EL. 10'-0' T.O. GYP. BD EL. 9'-4" CEILING
1
BLOCKING AT REAR REFIGERATION
EL. 9'-0' THICK EIFS TRANSITION
EL. 8'-10" CEILING
LED LIGHT SEE ELECTRICAL PLANS EL. 11'-7 1/2" TOP OF VALANCE
FIBERGLASS BATT INSULATION BLOCKING (2) 2x6 CONT. TOP PLATES
2" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING
EL. 10'-0" T.O. GYP. BD.
EL. 9'-0" THICK EIFS TRANSITION
EL. 9'-0" BOTTOM VALANCE
FIBERGLASS BATT INSULATION
EL. 8'-5/8" R.O. CASED OPENING
FRONT SCREEN WALL
1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
EL. 9'-4" CEILING (2) LAYER 12" GYP. BD.
1 A6.1
FIBERGLASS BATT INSULATION
FIBERGLASS BATT INSULATION
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
1" THICK EIFS OVER MOISTURE BARRIER OVER PLYWD SHEATHING
2x6 STUDS
1 2"
02/11/15
2'-8"
10'-8" T.O. DBL PLATE
DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN. RIGID INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
SIGN WHERE OCCURS. SEE ELEVATIONS
DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN. RIGID 1 INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
F A3.0 EL. 12'-8" CEILING FRAMING AT FREEZER
DURO-LAST SINGLE PLY ROOFING MEMBRANE OVER R-30 MIN. RIGID 1 INSULATION BOARD OVER 5/8" EXT. GRADE PLYWOOD.
LED LIGHT SEE ELECTRICAL PLANS
4'-5"
MTL. HINGED LOUVER- SEE ARCH. DET. 8/A6.0
PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
GYP. BD BORAL VERSETTA PANEL WALL SYSTEM
TACO BELL
GYP. BD
1209 RECKEWEG RD. FORT WAYNE, IN
9'-0"
1 2"
2014088.06
PLYWOOD SEE STRUCTURAL DRAWINGS
2 A6.1 4 A6.2 4 A6.2
4 A6.2
LIVE MAS MEDIUM40
EL. 1'-6" WINDOW SILL R.O.
4 A6.4 SILL GASKET - TYP.
SILL GASKET - TYP.
EL. 0'-0" T.O. SLAB
EL. 0'-0" T.O. SLAB
WALL SECTIONS
(2) LAYERS 12" GYP. BD.
EL. 0'-0" T.O. SLAB
EL. 0'-0" T.O. SLAB
A5.2
WALL SECTION AT COOLER
3/4" = 1'-0"
D
FRONT TOWER SECTION
C
REAR WALL SECTION AT COOLER
3/4" = 1'-0"
B
FRONT WALL SECTION
3/4" = 1'-0"
A
PLOT DATE:
9" 1" DRAINABLE E.I.F.S. RIP 2X CONTINOUS WOOD BLOCKING
BUILDING PARAPET
BREAK METAL FLASHING PAINTED TO MATCH BUILDING 2 RIP 2X CONTINOUS WOOD BLOCKING
6" DIA. WHITE 40 SCHEDULE PV PIPE. 2-90 DEGREE PLUS VERTICAL THRU ROOF
MEMBRANE ROOF FLASHING BOOT
2x2x1/8" ANGLE - LAG BOLT TO PARAPET @ BLK'G & CUT & BEND @
12
24 GA. G.I. COVER PLATE SET INTO SEALANT BEAD APPLIED ALONG BOTH SIDES OF JOINT - SECURE USING SCREW THRU STEEL/NEOPRENE WASHER CENTERED OVER 1/4" GAP BETWEEN ADJACENT SECTIONS OF NEW COPING.
EXT. CLOSED CELL INSULATION FOAM TO SEAL PIPE
ROOFING MEMBRANE
4
PAINT- SEE EXTERIOR FINISH SCHEDULE ON SHEET A2.0 2
PIPE CLAMP-BOLT TO ANGLE, TYP. OF 2
HEADER - SEE STRUCTURAL
FASTEN PVC TUBE TO TRUSE BELOW ROOF DECK WITH GALV. STEEL U-CLAMP
NOTE: SEE ALSO 2/P6.0
RAIN DIVERTER
EXTEND PVC PIPE A MIN. OF 24" BELOW PLYWD. ROOF DECK
24 GA. G.I. CAP FLASHING
17
W.H. FLU / INTAKE PIPE SUPPORT
COUNTER FLASH @ EXTERIOR FACE
9
1" HEAD NAILS AT 6" O.C.
8" MIN. T.O. CURB TO T.O. ROOF
OUTSIDE HANDLE VINYL GRIP OUTSIDE PADLOCK PROVISION
KNOCK-DOWN FLAT METAL CURB SEE SCOPE OF WORK 5/8" PLYWOOD SECURED TO CURB
CONTACT LEE COBB WITH DUR0-LAST AT 800-434-3876 FOR ROOF MEMBRANE QUESTIONS.
PROVIDE A WOOD NAILER TO MATCH THE THICKNESS OF THE WALL FINISH. APRROX. 1" THICK IS TYPICAL BUT MAY VARY. TOP OF WOOD NAILER SHALL BE FLUSH WITH TOP OF WALL FINISH. THE WOOD NAILER SHALL EXTEND AT LEAST 1/2" INCH BEYOND THE LOWER HORIZONTAL EDGE OF THE PARAPET COPING TO ALLOW FOR PROPER FASTENING.
2
FASTENERS USED TO ATTACH THE COPING TO WOOD NAILERS, MUST BE SPACED NO GREATER THAN 18 - INCHES ON-CENTER.
3
ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10-FOOT LENGTHS OF COPING. PROVIDE A COPING JOINT COVERS BETWEEN ENDS OF COPING PIECES AND AT CORNERS. JOINT COVERS SHOULD BE MADE FROM THE SAME MATERIAL AS THE COPING AND SHOULD LAP THE JOINTS A MINIMUM OF 6" ON EITHER SIDE. JOINT COVERS SHALL BE FASTENED THE SAME WAY AS THE COPING.
4
FIBER CANT STRIP SLOPED 1/4:12 TOWARDS ROOF..
5
ROOF MEMBRANE
6
FACTORY PAINTED 24 GAUGE METAL COPING WITH 4" DROP FRONT, BACK AND ENDS (WHERE SHOWN).
HOLD OPEN ARM VINYL GRIP
7
WALL FINISH: TYPICALLY 1" THK EIFS OR 7/8" THK STUCCO
12"
FRAME CURB
PRESSURE INTENSIFIER
8
DOUBLE 2X TOP PLATE
SECTION A-A
9
PLYWOOD SUBSTRATE. SEE SHEET A1.0 & S2.0 FOR ADDITIONAL DETAILS
30"
CLEAR OPENING
HVAC CURB MIN. 24 GA. G.I. CAP FLASHING SECURE W/ SCREW THRU STEEL/EPDM WASHER AS NEEDED FOR PROPER SECUREMENT (4 SIDES) 2x6 @ 16"O.C.
SEAL WITH APPROVED MATERIAL
3"=1'-0"
14
CLEAR OPENING
HOLD OPEN ARM
4'-6" LENGTH OR LESS ONE POINT LATCH GREATER THAN 4'-6" TWO POINT LATCH
A
(2)2x12, RIP FOR LEVEL PLATFORM
HATCH FINISH:
PRESSURE INTENSIFIER
ONE POINT LOCKING UNIT
8" MIN.
GALVANIZED STEEL (PRIME PAINTED) COVER - 14 GA. GALV STEEL FRAME COVER - 14 GA. GALV STEEL FRAME CURB - 14 GA. GALV STEEL COVER LINER - 22 GA. GALV STEEL
HEAVY DUTY HINGE
CAP SHEET OVER TOP OF SLEEPER EXTEND DOWN SIDES BY 2"
PARAPET CAP
HATCH MATERIAL:
5/8" CDX PLYWOOD
PRE-FABRICATED VENTILATED CURB EXTENSION
ROOF DECK
SCHEDULED ROOF DECK and ROOF OPENING SUPPORT
MIN. 16 GA. WELDED DUCT
EXHAUST FAN CURB
N.T.S.
A
19
ROOFING MATERIAL
4'-0"
12" TYP
TYP.
2-1/2" ALUMINUM CHANNEL SIDERAIL (6005-T5)
NOTES:
SCHEDULED ROOF DECK and ROOF OPENING SUPPORT
(1) ALL MOUNTING HARDWARE TO BE SUPPLIED BY OTHERS. (2) FOR OPERATING EFFICIENCY, HATCH HARDWARE VARIES BY SIZE.
1-1/2"=1'-0"
PLAN VERSION:
ROOF LADDER AND HATCH
15
1/2" PLYWOOD SHEATHING TYPICAL VENT PIPE
JUNE 2014 310450 / 427473
1209 RECKEWEG RD. FORT WAYNE, IN
GALV. MTL. DRIP FLASHING
AS REQ'D
DURO-LAST PRE-FABRICATED VENT STACK FLASHING
LIVE MAS MEDIUM40
DURO-LAST ROOFING MATERIAL OVER RIGID INSULATION
16" 8-1/2"
SCHEDULED ROOF DECK and ROOF OPENING SUPPORT
PIPE/SLEEVE (SEE SCOPE OF WORK) PLYWOOD ROOF DIAPHRAGM
20
TACO BELL
4-1/2"
(2) - 2x STUDS EACH SIDE OF BLOCKING
NOTE: SEE STRUC. DETAIL 13/S4.3
2-1/4" SERRATED ALUMINUM TREAD (6005-T5)
DURO-LAST TERMINATION BAR
S.S. BAND POSITIONED 1/4" FROM TOP OF STACK FLASHING
8" MIN.
NOTE: THIS DTL IS SIMILAR TO THE STRUC. DTLS. ANGLE BRACE MUST BE ACCESSIBLE TO ATTIC SPACE.
7
1"=1'-0"
2014088.06
2x WOOD FRAMING
3 - 2x BLOCKING
3" = 1'-0"
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
SITE NUMBER:
BUILT-UP RIGID INSUL CRICKET OVER ROOFING RIGID INSULATION OVER 2x FRAMING
FRAMING ANCHOR (TOTAL OF 4)
CANOPY BLOCKING DETAIL
CONTRACT DATE:
15'-4"
EXAMPLE MODEL#: PH- A/G OPENING SIZE IN FEET-INCHES (PH-G2630)
SLEEPER SUPPORT
01.30.15
PRECISION LADDERS, LLC OR EQUAL
STORE NUMBER:
E.I.F.S.
CANOPY (SEE SCOPE OF WORK)
ISSUED FOR CONST.
MANUFACTURER:
DURO-LAST SINGLE PLY ROOF MEMBRANE
BOLTS (SEE SCOPE OF WORK)
8"
GALV - PRIME PAINTED
BASE FLASHING
NOTE: SET SUPPORTS ON SOLID NON-RIBBED NEOPRENE, AND SECURE LAG BOLTS THROUGH STEEL/NEOPRENE WASHER
DUCT WRAP - SEE MECHANICAL
2
N.T.S.
1/8" MOLDED POLYURETHANE SAFETY CAPS
PREFABRICATED GALV. STEEL CURB W/ INSULATION NOTE: EXHAUST FAN SHALL BE LEVEL WITHIN 1/8" OVER WIDTH OF CURB
02/11/15
4"
36"
SCHEDULED ROOF DECK and ROOF OPENING SUPPORT
HINGED BASE FOR SERVICING/ CLEANING.
40" MIN.
FRAME COVER w/ 3/8" PIVOT PIN
INSIDE PADLOCK PROVISION
1" RIGID FIBER INSULATION STRAPPED TO CURB
4"
KITCHEN HOOD EXHAUST FAN
SHEET METAL COUNTER FLASHINGWRAPS TOP & OUTSIDE OF CURB, EXTENDING OVER BASE FLASHING
HEAVY DUTY HINGE
ONE POINT LOCKING UNIT
NOTE: RTU SHALL BE LEVEL WITHIN 1/8" OVER LENGTH OF EQUIPMENT
18
NEMA 3R FUSED DISCONNECT, MOUNT TO HINGED BASE, SEE ELEC.
1
EXTRUDED RUBBER GASKET
1" FIBERGLASS INSULATION
COVER LINER
ROOFING MATERIAL OVER RIGID INSULATION
NOTE: EXHAUST FAN SHALL BE LEVEL WITHIN 1/8" OVER WIDTH OF CURB
1-1/2" = 1'-0"
5
N.T.S.
TAPERED SLEEPER TO LEVEL CURB
ROOFING MATERIAL
EXHAUST FAN CURB
COPING JOINT
REINFORCING CHANNEL (TYPICAL)
COVER
CURB FLASHING
(2) TAPERED 2x12 WD CURB OVER 2x SECURED TO DECK
SCHEDULED ROOF DECK and ROOF OPENING SUPPORT
9
N.T.S.
7-1/2"
1'-2"
GALVANIZED NAILS @ 6" O.C.
8" MIN.
PIPE HOOD
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
7
9
NOTE: JOINTS ARE TO OCCUR AT 10'-0" MAX.
UNIT COUNTERFLASHING W/ NEOPRENE PERIMETER GASKET
ELECTRICAL CONDUIT
PREFABRICATED CUSTOM CURB FLASHING
13
4"
8
HVAC UNIT
STANDARD CURB BASE, FASTEN PER MFR'S RECOMMENDATIONS
SCREW THRU NEOPRENE WASHER , 3 PER SIDE
N.T.S.
2-1/4"
N.T.S.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
2
NOTES
DOOR HEAD @ VESTIBULE
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
SECURE OUTSIDE FACE OF METAL SECTIONS USING TWO NAILS THRU SLOTTED HOLES UNDER COVER PLATE
WOOD TRUSS WEB (TYP)
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING
4
1
WOOD TRUSS CHORD (TYP)
14" MIN.
5
SCREW THRU NEOPRENE WASHER @ 30" O.C. @ INSIDE FACE ONLY
ROOF PLYWOOD
HOT WATER INTAKE OR EXHAUST FLUE
3/ 8" SHIM, BACKER ROD, SEALANT & LAG BOLT
UTILITY LINES FOR ROOF TOP EQUIPMENT
RIGID INSUL BD.
3
6
CRICKET
3"=1'-0"
24"H X 24"W GALV. MTL. HINGED LOUVER - PRIMED & PAINTED IN FIELD RUSKIN MFR. OR EQUAL
SEALED PIPE FLASHING
1 1/2"=1'-0"
3"
1/4"
15'-6" A.F.F.
2x SOLID BLOCKING STACKED W/ DRILLED HOLE FOR PIPE PENETRATION
17-7/8"
BRACKET DETAIL
A6.0
1/2" PLYWOOD SHEATHING 2x WOOD FRAMING
SEALANT @ PENETRATION
16
DETAILS ROOF
7-1/4"
12
DURO-LAST TERMINATION BAR
LOUVER DETAIL
N.T.S.
8
PLAN
ROOF LADDER
N.T.S.
4
PLOT DATE:
5" 3"
PLYWOOD SHEATHING
2x FRAMING PLYWOOD SHEATHING
1 2" MAX.
ADA COMPLIANT ALUMINUM THRESHOLD - SET IN SEALANT
HEADER - SEE STRUCTURAL PAINTABLE METAL FLASHING.
PLASTIC 3/8" SPACER SHIM
NO E.I.F.S. DRAIN SCREED STRIP, USE UNDER WRAP
2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD
PRE-MOLDED EXPANSION JOINT
STOREFRONT DOOR SILL
3"=1'-0"
17
ANODIZED ALUM. WINDOW FRAME WEEP HOLES
HEAD / JAMB @ SERVICE DOOR
EXPANSION FILLER
SILL @ FULL HEIGHT OPENINGS
3"=1'-0"
WINDOW HEAD @ DRIVE THRU
795 DOW CORNING SILICONE (OR EQ.) OVER LAG BOLT/ WASHER THRU BOT. TRACK (TYP) & AT END DAM
2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD
MTL "Z" FLASHING W/ END DAM - NO SEALANT AT FLASHING TO ALLOW WEEPAGE WITHIN FRAME
20 GA. S.S. WALL GUARD TOP OF SILL JAMB TO JAMB - ATTACH W/ CONST. ADHESIVE
SOLID SURFACE SILL
ANODIZED ALUM. FLASHING
FLASHING TAPE OVER BLDG PAPER
1" DRAINABLE E.I.F.S. NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
3"=1'-0"
10
WINDOW SILL @ DRIVE THRU
WOOD FRAMING
3"=1'-0"
02/11/15
NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
6
TYPICAL WINDOW SILL
2
3"=1'-0"
SUBSTRATESEE SHEET A1.0
CAULK JOINT
(3) 2X6 SEE STRUCTURAL DRAWINGS
HOLD 3/ 8" SPACE FOR BACKER ROD
2"
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE.
ANODIZED ALUM. D/T WINDOW FRAME
ISSUED FOR CONST.
01.30.15
2x FRAMING HOLD 3/ 8" SPACE FOR BACKER ROD
3 4"
3 4"
THIS DIAGRAM SHOWS THE APPLICATION OF SILL RECEPTOR AND VERTICAL EIFS ADHESIVE DRAINAGE CHANNELS. USE 100% PURE ISOPROPYL ALCOHOL TO CLEAN METAL SURFACE PRIOR TO APPLYING SILICONE.
1" DRAINABLE E.I.F.S.
PLYWD SHEATHING
PLYWOOD SHEATHING
1" DRAINABLE E.I.F.S.
E.I.F.S. JAMB @ SERVICE DOOR
3"=1'-0"
11
WINDOW JAMB @ DRIVE THRU
3"=1'-0"
E.I.F.S. SILL
BREAK METAL TO MATCH STOREFRONT
OVER BUILDING PAPER OVER 1/2" PLYWOOD
NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
STOREFRONT WINDOW BODY
PLYWOOD SHEATHING
BACKER ROD AND SEALANT
GLAZING SYSTEM
EIFS SYSTEM SEE DTL. 7/A6.2
1"
3/8" PLASTIC SHIM
1/2" G.W.B.
ADD SILL RECEPTOR AND END DAM
CONTRACT DATE:
7
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
STOREFRONT JAMB DETAIL
3' = 1'-0"
PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
3 TACO BELL
NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING
STONE VENEER (VERSETTA) VERSETTA PLASTIC J CHANNEL
PLYWOOD SHEATHING
NOTE: DO NOT CAULK / OBSTRUCT WEEP HOLES DRILLED IN SILL RECEPTOR BACKER ROD AND SEALANT OVER BUILDING PAPER OVER 1/2" PLYWOOD
COMPLETING WINDOW SYSTEM
16
STOREFRONT JAMB DETAIL
MEDIUM40
PLYWOOD SHEATHING
BACKER ROD AND SEALANT OVER BUILDING PAPER OVER 1/2" PLYWOOD
2" E.I.F.S.
BREAK METAL TO MATCH STOREFRONT
SET STOREFRONT WINDOW, APPLY EIFS SYSTEM AND THEN ADD WINDOW FLASHING OVER TOP OF EIFS AT WINDOW SILL
TYPICAL WINDOW WALL WATER PROOFING
421"
421"
3" = 1'-0"
12
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING
LIVE MAS CONSTRUCTION DETAILS DOOR/WINDOW
3 4"
BACKER ROD & CAULK ON TOP OF SILL FLASHING
HOLD 3/ 8" SPACE FOR BACKER ROD
TOWER
BREAK METAL TO MATCH STOREFRONT
YAW404
WINDOW FLASHING ALUMINUM FINISH TO MATCH STOREFRONT
1209 RECKEWEG RD. FORT WAYNE, IN
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE.
BACKER ROD SEALANT PLYWOOD SHEATHING HOLD 3/ 8" SPACE FOR BACKER ROD
BUILDING SHELL WALL
INSERT FLASHING BELOW SILL RECEPTOR THEN CAULK
SUBSTRATESEE SHEET A1.0
3" = 1'-0"
E.I.F.S. CONT. 3 /4" X 1 1/2" X 26 GA ALUM ANGLE FOR CALKING BED
NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
SUBSTRATESEE SHEET A1.0
STOREFRONT JAMB AT TOWER
BACKER ROD AND SEALANT
8
TYPICAL WINDOW JAMB
3"=1'-0"
YAW404
SUBSTRATESEE SHEET A1.0
MAINTAIN POSITIVE DRAINAGE AWAY FROM WALL AT ALL FLASHING
BACKER ROD & CAULK
1" DRAINABLE E.I.F.S.
PRE-MOLDED EXPANSION JOINT
PLYWOOD WALL SHEATHING
LAG BOLT & WASHER
ANODIZED ALUM. SILL RECEPTOR. W/ WEEP HOLES
CAULK JOINT
1
3" = 1'-0"
SILICONE SEALANT OVER LAG BOLT
1/2" PLYWOOD
ADA COMPLIANT ALUMINUM THRESHOLD SET IN SEALANT
20 GA. S.S. WALL GUARD TOP OF SILL TO BOTTOM OF CLG. - ATTACH W/ CONST. ADHESIVE
WEEP HOLES @ 24" O.C.
TYPICAL WINDOW HEAD
R.O.
THRESHOLD @ SERVICE DOOR
3 /8" SPACE CONTINUOUS AROUND ENTIRE WINDOW
NOTE: THERE SHOULD BE A 3 /8" SPACE AROUND THE ENTIRE WINDOW FRAME TO ALLOW FOR A CONTINUOUS RING OF BACKER ROD AND CAULK SIMILAR TO A TYPICAL GASKET ON A BOTTLE TOP.
5
ANODIZED ALUM. WINDOW FRAME - ALIGN FRAME WITH FACE OF OPAQUE PANEL FRAME
WINDOW BOT. TRACK (SILL RECEPTOR)
WINDOW ELEVATION
3" = 1'-0"
LAG BOLT & WASHER
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH OUTSIDE FACE OF PLYWOOD
FINISH FLOOR OVER CONCRETE SLAB
END DAM @ WINDOW BOT. TRACK
EIFS DRAINAGE CHANNELS SEE DTL. 7/A6.2
18
9
SERVICE DOOR SEE DOOR SCHEDULE AND SCOPE OF WORK
EXTEND FACE OF ALUM ANGLE FOR CAULK & BACKER ROD
NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS / DOORS
3"=1'-0"
NOTE: SEE FLOOR FINISH PLAN FOR FLOOR FINISHES
SIDEWALK
3" 4 ALIGN AS SHOWN WITH EDGE OF SLAB
3/8" SHIM, LAG BOLT & WASHER
3 /8" SHIM
3 4"
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME AS SHOWN
STAINLESS STEEL
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
STOREFRONT BACK PLATE TO SUPPORT SHIM
R.O. 3/8" BACKER ROD & SILICONE
ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE. ALIGN FRAME WITH FACE OF SHEATHING
HEADER SEE STRUCTURAL
ALUM. FLASHING SAME FIN. AS WINDOW.
PLYWOOD WALL SHEATHING
AFTER FRAMING 2ND SURFACE WATER PROOFING PER EIFS MANUFACTURER. ADD FLASHING TAPE AROUND THE ROUGH OPENING FOR THE WINDOW AND DOOR OPENING
6"
1/4" SETTING BED
3 4"
SERVICE DOOR - SEE DOOR SCHEDULE - ALIGN FRAME WITH FACE OF SHEATHING
WOOD FRAMING
NOTE: WOOD SILLS & JAMBS SHALL BE PRESSURE TREATED
SCHEDULE FINISH
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
FLASHING & DRAINAGE PER E.I.F.S. REQUIREMENTS.
HEADER - SEE STRUCTURAL 3/ 8" SHIM, BACKER ROD, SEALANT & LAG BOLT
SEALANT & BACKER ROD
WATER PROOFING ROUGH OPENING
SILL RECEPTOR W/ FASTENER
1/2" GYP. BOARD
SUBSTRATE SEE SHEET A1.0
E.I.F.S.
2"
CONCRETE SLAB
1" DRAINABLE E.I.F.S.
YAW404
BUTYL FLASHING TAPE APPLIED PRIOR TO BLDG PAPER W/ 3" MIN. FLAP
DRAINABLE E.I.F.S.
4" @ HEAD 2" @ JAMB
BUTYL FLASHING TAPE AT TOP OF BLDG PAPER
EXTERIOR PLYWOOD SHEATHING
YAW826
2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD
1 2" MAX.
ANODIZED ALUMINUM DOOR - SEE DOOR SCHEDULE
4
A6.1 PLOT DATE:
PLYWOOD SHEATHING 2
1
1" E.I.F.S. E.I.F.S.
5
3
E.I.F.S. WEATHER BARRIER BLOCKING AS REQUIRED 4
6
FASTENER AS REQUIRED NOTE: INSTALL BUSHING AFTER E.I.F.S. APPLICATION HAS HARDENED. DRILL HOLE SLIGHTLY LARGER THAN BUSHING THROUGH INSULATION ONLY, STOP AT PLYWOOD. CAULK OPENING PRIOR TO INSERTING FASTENER TO SEAL PENETRATION.
1T
O2
5
CONNECTION THRU EIFS
4
1 - PRE-WATERPROOFING
3" = 1'-0"
MFR. APPROVED JOINT TREATMENT
J-BOX. MOUNT TO SUPPORTING STRUCTURE. PROVIDE POSITIVE SEAL FROM BOX TO WEATHER BARRIER
WATER PROOF COATING FOR WALL SHEATHING
CONDUIT / PIPE
ADHESIVE
CO2 FILL / J-BOX IN EIFS
9
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
INSULATION TRIM BAND
3" = 1'-0"
BASE COAT W/ 20 OZ. HIGH IMPACT MESH APPLIED THROUGHOUT. BUTT MESH LAYERS AT CORNERS, DO NOT WRAP
5
BASE COAT W/ 4.5 OZ. STANDARD MESH TO BE APPLIED THROUGHOUT. WRAP CORNERS WITH MESH
SUPPORTING STRUCTURE 5
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
SEALANT AND BACKER ROD
AIR SEAL 2x STRUCTURE BACKWRAP OPENINGS
9
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
SUBSTRATE
E.I.F.S. FLASHING TAPE
PVC (SCH 40) BUSHING - FILL WITH SEALANT
8
GPD GROUP
WOOD STUD WALL FRAMING
EXTERIOR GRADE PLYWOOD
WASHER
SUBSTRATE
FINISH
WATERPROOF COATING FOR WALL SHEATHING BARRIER MEMBRANE
2 - FINISH-WATERPROOFING NOTES
SEALANT WITH BACKER ROD
1
2X WOOD STUDS
2
PLYWOOD SUBSTRATE FOR EXTERIOR WALLS
3
FLASHING TAPE AT ALL VERTICAL PARAPET TRANSITIONS. EXTEND TAPE 12" OUTWARD AND UPWARD FROM CORNER AS SHOWN. LAP CORNERS WITH ANGLED TAPE AS SHOWN TO INSURE FULL COVERAGE AT CORNERS
4
DOUBLE 2X TOP PLATE.
5
PAINTED 24 GAUGE PARAPET COPING. SLOPE 1/4:1 TOWARDS ROOF WITH FIBER CANT STRIPS UNDER COPING. LAP FRONT AND BACK EDGE 2" DOWN VERTICAL FACE. LAP EXPOSED COPING EDGE EXPOSED ENDS AT VERTICAL PARAPET TRANSITION.
6
WRAP 1" THICK EIFS ONTO VERTICAL FACE OF PARAPET TRANSITION
7
EIFS FINISH ON OUTER SURFACE OF EXTERIOR WALL. THICKNESS PER THE EXTERIOR ELEVATIONS ON SHEET A4.0
8
TERMINATION BAR AT VERTICAL TRANSITION OF EIFS AND MEMBRANE ROOFING. SEAL VERTICAL GAP BETWEEN TERMINATION BAR AND EIFS PER ROOFING MANUFACTURER SPECIFICATIONS.
9
PVC ROOFING MEMBRANE ON BACKSIDE OF PARAPET.
BASE COAT AND MESH
BACK-WRAP TERMINATION INSULATION
BASE COAT AND MESH
FINISH
02/11/15
IMPORTANT : ONLY FASTEN PARAPET COPING ALONG THE FRONT AND BACK VERTICAL EDGE. NEVER ON TOP OF COPING.
PARAPET CAP & TRANSITION
N.T.S.
14
NOT USED
NTS
10
TYP. E.I.F.S. @ INSIDE CORNER
N.T.S.
6
TYP. E.I.F.S. TRIM HIGH-IMPACT
N.T.S.
2
PLYWD. SUBSTRATE
WOOD STUD WALL FRAMING
2ND SURFACE WATER PROOF MEMBRANE BELOW FINISH 1" THICK EIFS OR STUCCO
SUBSTRATE
CONT. FLASHING TAPE AT TOP OF MTL FLASHING
STO GOLD FILL WITH STO DETAIL MESH
CONT. 4" MTL FLASHING W/ DRIP EDGE
WATER PROOF COATING FOR WALL SHEATHING
SLAT WALL SYSTEM
2" DRAINABLE E.I.F.S.
ROOFING MEMBRANE CLOSURE STRIP
STO INSULATION
ROOFING MEMBRANE
COORDINATE E.I.F.S. TRANSITION WITH SLAT WALL MANUFACTURER
FOR HIGH IMPACT MESH LOCATIONS (ONLY) AS SPECIFIED ON THE EXTERIOR ELEVATIONS: STO ARMOR MAT
BOTTOM OF EIFS OR STUCCO EVEN WITH TOP OF PARAPET. SEE DTL. 11/A6.0
STO MESH STO BASE COAT STO GOLD COAT FILL WITH STO MESH DETAIL
E.I.F.S. TRANSITION @ SLAT WALL
3"=1'-0"
19
E.I.F.S. TO BASE FLASHING
STO FINISH STO GOLD COAT FILL WITH STO MESH DETAIL
N.T.S.
7
FOR HIGH IMPACT MESH LOCATIONS AS SPECIFIED ON THE EXTERIOR ELEVATIONS: BASE COAT W/ 20 OZ. HIGH IMPACT MESH TO BE APPLIED FROM THE STARTER TRACK TO HEIGHT SPECIFIED. BASE COAT W/ 4.5 OZ. STANDARD MESH TO BE APPLIED THROUGHOUT
NOTE: HOSE BIB BOX SHALL BE ACUDOR-ARVB OR EQUAL
BULDING PAPER CHAMPFER E.I.F.S. AT STARTER TRACK
BACK SIDE OF PLYWOOD SHEATHING HOSE BIB BOX
STARTER TRACK W/ WEEP HOLES
6" WIDE X 20 MIL BARRIER MEMBRANE LAPPED ONTO FOUNDATION. PLACE PRIOR TO PLACING ADJACENT PAVING
2x6 WOOD WALL STUD
20
PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL
LIVE MAS
FINISH COAT
MEDIUM40
BACKER ROD AT CAULK JOINT
CONST. DETAILS WALL
STARTER TRACK W/ WEEP HOLES BREAK METAL CAP
PATH OF MOISTURE FROM BEHIND EIFS
BACK SIDE OF BOX
WOOD BLOCKING
LOCKING DOOR
BREAK METAL FILLER BETWEEN STOREFRONT AT DINING ROOM.
E.I.F.S FLASHING AT TOP OF BREAK METAL
BUILDING TYPE: LIVE MAS MEDIUM40
INSULATION W/ 45 DEGREE CHAMFER ALONG BOTTOM EDGE
MINIMUM DISTANCE FROM: - WALK-WAY = 1" - FINISHED GRADE = 6"
STUCCO STUCCO SUBSTRATE
YAW026
HOSE BIB 8 x 8 x 4 STEEL HOSE BIB BOX. FLASHING TAPE AROUND BOX BUILDING PAPER OVER PLYWOOD
FRONT OF BOX N.T.S.
09/08/14
1209 RECKEWEG RD. FORT WAYNE, IN
CAULKING ABOVE BREAK METAL CAP. COLOR TO MATCH STOREFRONT
NOTE: E.I.F.S. DETAILS ARE INTENDED TO BE GENERIC. MANUFACTURER'S DETAILS AND RECOMMENDATIONS SHOULD BE FOLLOWED. REFER TO SECTION O7240 OF THE SPECIFICATIONS MANUAL.
NOT USED
CONTRACT DATE:
E.I.F.S. FLASHING TAPE
COLD WATER LINE TO HOSE BIB
GALV. MTL. FLASHING
NOT AN OPTION: Do not caulk below EIFS starter track edge & galv. mtl. flashing to allow for drainage behind EIFS.
VERTICAL ADHESIVE DRAINAGE TRACK CONTINUOUS SILL GASKET
WALL SUBSTRATE PER SHT. A1.0
STO ADHESIVE
01.30.15
MFR. APPROVED JOINT TREATMENT
AIR / MOISTURE BARIER: STO GOLD COAT
1"
ISSUED FOR CONST.
SUBSTRATE
SUPPORTING STRUCTURE
12
HOSE BIB BOX
N.T.S.
8
TYP. E.I.F.S. BASE TERMINATION
N.T.S.
4
A6.2 PLOT DATE:
CHAIR RAIL
MARMOLEUM PANEL
1/2" x 1/2" ALUMINUM CORNER GUARD AT ALL INSIDE CORNERS TYPICAL
SOLID SURFACE WINDOW SILL
1/4" J-MOLDING & CAULK
BRONZE BOTTOM & CORNER TRIM
NOTE: SEE DTL. 14/A6.5 FOR MTL. TRIM.
COVE BASE TILE
CONCRETE CURB
MARMOLEUM TRIM DETAIL
N.T.S.
NOTE: THE MARMOLEUM PANELS, CHAIR RAIL & PAINTED MTL. TRIM ARE PROVIDED BY THE DECOR VENDOR. THE GC SHALL INSTALL PANELS TO THE WALL SUBSTRATE WITH ROLLED ON CONTACT GLUE. SEE SCOPE OF WORK.
17
1"
FOOD GRADE RTV SEALANT 1/2" RAD. EASED CORNER (TYP.)
MARMOLEUM ATTACHMENT DETAIL
N.T.S.
1 1/4" TEK SCREW
2" FLANGE BENT 90 DEG.
NOTE: CAULK ALL SEAMS AT WALL SURFACE.
13
HIT FASTENER SCREED
CONCRETE PAD
16 GA. BRUSHED STAINLESS STEEL. 1/2" HEM ON TOP, FRONT AND BOTTOM EDGES. BOTTOM EDGE OF SPLASH GUARD SHALL BE EVEN W/ THE EDGE OF THE HIGHEST ADJ. SINK.
SPLASH GUARD
DYNATROL SEALANT
9
1" = 1'-0"
NOT USED
N.T.S.
5
WALK-IN TILE/BASE
WALL SUBSTRATE PER SHT. A1.0
ALUM. T-BAR GRID
ALUM. RIVETS SAME COLOR AS T-BAR TYP.
SEE RAISED CLG HGT. ON PLAN VIEW
3'-1 1/2" A.F.F.
WALL FINISH PER INTERIOR ELEVATIONS
1/2" DIA ALL-THREAD SUPPORT SUSP. CEILING TILE
ALUM. T-BAR GRID
J-MOLD SET IN SILICON SEALANT FIT J-MOLD W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS
3/8"
COVE BASE TILE - SET FLUSH W/ FLOOR TILE
KITCHEN WALL
S.S. WALL GUARD FLUSH WITH SURFACE OF FRP
CEILING POCKET
N.T.S.
10
PLYWOOD SHEATHING @ SHEAR WALL
FRP SAFE - SEE SCOPE OF WORK FOR SCOPE DEFINITIONS 5/8" CEMENT BD. SIZE 1/2" SMALLER THAN SAFE FOOTPRINT.
20 GA S.S. WALL GUARD FROM TOP OF TILE BASE TO CEILING
S.S. WALL GUARD FLUSH w/ TILE FLOOR
14
ALIGN FACE OF SAFE EVEN WITH THE BACK EDGE OF THE SERVICE COUNTER.
EXTEND S.S. WALL GUARD BEYOND SURFACE OF WALL THE DEPTH OF THE TILE AND RETURN TO THE WALL.
TILE WALL BASE
6" = 1'-0"
J MOLD SET IN SILICON SEALANT FIT J-MOLD W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS
GROUT TO MATCH ADJ. FLOOR.
FINISHED CONC. SURFACE
SILL GASKET - TYP.
GROUT LINE
ANCHOR BOLTS - SEE SCOPE OF WORK - BOLT HOLES = 3/4" DIA. x 3" DEEP
FLOOR TILE
BASE CONDITION @ EXT. WALL 27" CLEAR MIN. (SEE CHART FOR FINISHED HEIGHTS)
FASTEN S.S. WITH CONSTR. ADHESIVE
2"
MARMOLEUM TRIM DETAIL
3" = 1'-0"
6
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.
CEILING MOUNT MONITOR BRACKET
N.T.S.
2
CEILING TILE & GRID ISSUED FOR CONST.
COVE BASE TILE - SET FLUSH W/ FLOOR TILE
STEEL SUPPORT TILE GROUT POUR-ROCK FLOOR TILE
FRP
CONCRETE SLAB
SUBSTRATE PER PLAN
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 3-1/2" DIA.
NOTE:
THIS DETAIL SHOW A 90 DEGREE CORNER. ADAPT THIS DETAIL AND APPLY WHERE WALLS EXTEND INTO SPACE.
JUNE 2014
PLAN VERSION: SITE NUMBER:
3-1/2" DIA. TABLES ONLY
310450 / 427473
STORE NUMBER:
S.S. CORNER & END WALL GUARD
N.T.S.
19
SAFE PEDESTAL
1" = 1'-0"
15
BASE @ KITCHEN EXT. REAR WALL
3"=1'-0"
01.30.15
STEEL SUPPORT PLATE
4"
2"
18
02/11/15
BUMP BAR ASSEMBLY
YAF053
LAY-IN CEILING TILES
OUTSIDE CORNER TRIM PIECE
TAC111
1/8"
SEE SCOPE OF WORK FOR MORE INFORMATION 3"=1'-0"
MONITOR BRACKET ATTACH W/ 1/4" BOLTS SEE SCOPE OF WORK MONITOR ASSEMBLY
8'-4" A.F.F.
NOTE: SEE INTERIOR ELEVATIONS FOR FINISHES
SECTION AT CHAIR RAIL
CEILING TILE FLASHING PLATE DECORATIVE SLEEVE ASSEMBLY BY MFR.
NOTE: U-239 FOR A SINGLE MONITOR.
SILL GASKET - TYP.
MARMOLEUM WAINSCOT
FRP WALL FINISH
BOTTOM TRUSS CHORD
YAC001
3/4"
LOWER TRIM PIECE (J-MOLD)
1
2 - SIMPSON H3 CLIPS BOTH SIDES OF CHORD & @ EA END OF CROSS SUPPORT
ALUM. T-BAR CORNER TRIM
CHAIR RAIL.
1-1/2" = 1'-0"
NUT & WASHER TOP & BOTTOM 2X4 CROSS SUPPORT
LAY-IN CEILING TILES
INSIDE CORNER TRIM PIECE
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
GROUT
1/2"
GYP. BD.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
INTERIOR BASE COVE TRIM THINSET TILE
EXTEND FRONT OF PANEL TO FRONT EDGE OF ADJ. SINK. APPROX. 24" (SEE PLAN)
EQ.
FACTORY PAINTED "H" MOLD TO MATCH MARMOLEUM COLOR
PANEL SEAM. SEE DTL. 17/A6.5 TYP.
GPD GROUP
YAW036
SUBSTRATE
PANEL WALL
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
EQ.
PAINTED GYP. BD.
EQ.
ANODIZED ALUMINUM WINDOW FRAME
(4) #12 S.S. WOOD SCREWS 3/4" LG. W/ S.S. WASHERS.
1"
CHAIR RAIL
1/4" MARMOLEUM PANEL 24" MIN.
WALL PAINT ABOVE CHAIR RAIL
1/2" x 1/2" ALUMINUM CORNER GUARD AT ALL OUTSIDE CORNERS - TYPICAL
11
CORE DRILL
1 1/2"=1'-0"
7
KITCHEN FINISH @ CEILING
3"=1'-0"
2014088.06
3 TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
WALL SUBSTRATE PER SHT. A1.0
WALL SUBSTRATE PER SHT. A1.0
WALL SUBSTRATE PER SHT. A1.0
WALL SUBSTRATE PER SHT. A1.0
WALL SUBSTRATE PER SHT. A1.0
WALL FINISH PER INTERIOR ELEVATIONS
WALL FINISH PER INTERIOR ELEVATIONS
WALL FINISH PER INTERIOR ELEVATIONS
WALL FINISH PER INTERIOR ELEVATIONS
WALL FINISH PER INTERIOR ELEVATIONS
LIVE MAS
J-MOLD SET IN SILICON SEALANT FIT J-MOLD W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS
J-MOLD SET IN SILICON SEALANT FIT J-MOLD W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS
SILL GASKET - TYP.
SILL GASKET - TYP.
BASE @ KITCHEN EXT. SIDE WALLS
3"=1'-0"
J MOLD SET IN SILICON SEALANT FILL J-MOLD W/ SILICON PRIOR TO INSTALLING FRP, WIPE OFF EXCESS
COVE BASE TILE - SET FLUSH W/ FLOOR TILE
20
COVE BASE TILE - SET FLUSH W/ FLOOR TILE
SANITARY COVE BASE TILE SET FLUSH W/ FLOOR TILE
BASE @ DINING EXT. SIDE WALLS
3"=1'-0"
16
FINISH DETAILS
A6.3
YAF055
COVE BASE TILE - SET FLUSH W/ FLOOR TILE YAF056
COVE BASE TILE - SET FLUSH W/ FLOOR TILE
MEDIUM40
WALL SUBSTRATE PER SHT. A1.0
WALL SUBSTRATE PER SHT. A1.0
BASE IN RESTROOM
3" = 1'-0"
12
BASE @ DINING ROOM INT. WALL
3"=1'-0"
8
KITCHEN FINISH @ BASE
3"=1'-0"
4
PLOT DATE:
2x6 @ 16" O.C. 2x6 @ 16" O.C.
FOH WALL FINISH OUTLINE OF DRINK TABLE.
PROTECT SYRUP LINES FROM TRUSS PLATES
FPR PANEL & TRIM HOLD DOWN - SEE STRUCTURAL DRAWINGS
BUNDLED SYRUP LINES AND FILTERED WATER LINES
10'-8" A.F.F.
DEEPER GROUT BACKING @ FOH TILE BASE
2x6 STUDS @ 16" O.C.
9'-4" A.F.F.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
SUSP. CEILING
TRIM CORNER OF FOH BASE TILE
OPENING IN WALL BELOW. SEE DETAIL 15/A6.4
WALL FINISH OVER 1/2" PLYWOOD
OPTIONAL INSTALLATION: 1" WIDE GALV. STRAPS @ EA. TRUSS (MAX. 6'-0" O.C.)
BOH TILE BASE
VERTICAL SYRUP CHASE FROM ABV. CLG. TO 20" A.F.F. SEE DETAIL 19/A6.4.
DEEPER GROUT BED @ FOH FLOOR TILE FLOAT TO BOH TILE LEVEL
VENT TO ROOF FOR F.S.
8'-4" A.F.F.
VERTICAL SYRUP CHASE FROM ABV. CLG. TO 20" A.F.F. SEE DETAIL 19/A6.4.
YAC003 N.T.S.
1/2" GYP. BD. PAINTED
THINNER GROUT BASE BEHIND THE BOH TILE BASE BECAUSE BOH TILE BASE IS THICKER THAN THE FOH BASE. NOTE: THIS WILL TYP. OCCUR ON SHORT WALLS ONLY.
7'-0" A.F.F.
17
TILE BASE TRANSITION
PLUMBER'S TAPE STRAP
2"
MENU BOARD/SOFFIT SECTION
1
2x FRAMING
HM FRAME
HEADER - SEE STRUCTURAL
NOTE: COORDINATE PLACEMENT OF INWALL ITEMS WITH PLUMBING AND ELECTRICAL TRADES. SEE SHEET P4.0, E3.0 AND E5.0
1/2" GYP. BOARD
EL. 7'-2" R.O. CASED OPENING
HOLD DOWN - SEE STRUCTURAL DRAWINGS
WD. DOOR
CHASE FOR FRONT COUNTER ELECTRICAL AND DATA CONNECTIONS
SYRUP LINE BUNDLE THRU CLG.
3/4" = 1'-0"
5/8"
7" DIA. OPENING IN CEILING TILE
6" PVC
FRP OVER 1/2" PLYWOOD TO BOTT. OF TRUSS
9
DOUBLE STUDS AT JAMB AND HEAD WITH ANCHOR STRAP.
J-BOXES ON EITHER SIDE OF STUD ALIGNED VERTICALLY
3"
NOTE: ALLOWABLE ALTERNATE FRAMING: 3-85" MTL. STUDS W/FLEX TRACK FOR BULKHEAD FRAMING.
J-BOXES ON ONE SIDE OF STUD ALIGNED VERTICALLY
FASTEN 2X BLOCKING TO FACE OF ADJACENT WALL OR TRUSS
SECTION VIEW
2x6 STUDS @16" O.C.
ROTATING MENU BOARD
J-BOXES ON ONE SIDE OF STUD ALIGNED VERTICALLY
NOTE: SEE SCOPE OF WORK FOR SCOPE DEFINITIONS
SYRUP LINE IN CEILING
J-BOXES ON EITHER SIDE OF STUD ALIGNED VERTICALLY
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
2x4 BRACE @ 16" O.C. TO STRUC. ABOVE 2x6 JOISTS @ 16" O.C.
FOH TILE BASE BOTTOM CHORD OF ROOF TRUSS
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
SEALANT
02/11/15
SUBSTRATE AS NOTED ON SHEET A1.0
SYRUP BUNDLE CLG. PENETRATION
N.T.S.
18
INTERIOR CHASE WALL
N.T.S.
14
CENTER BEHIND AND ABOVE DRINK & ICE MACHINE
DRINK LINES FROM WATER FILTER, SYRUP RACK & Co2 CANISTER IN BACK OF KITCHEN ABOVE CEILING
JAMB @ H.M. DOOR
10
CASED OPENING DETAIL
3" = 1'-0"
6
NOT USED
N.T.S.
2
BETWEEN STUDS PER DTL 14/A6.4
TILE INSIDE EDGE OF OPENING
LINE OF CLG. PERIMETER
3" = 1'-0"
ISSUED FOR CONST.
01.30.15
SELF SERVE DRINK TABLE
12" 14"
S.S. DRINK LINE CHASE. 4" D X 10" W X 30" H W/ 1" FLANGES. FASTEN W/ S.S. SCREWS CLEAR CAULK
WALL TILE BASE
14"
DRINK LINE THROUGH OPENINGS IN TABLE
OUTLINE OF DRINK & ICE MACHINE
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER:
NOTE: SEE DETAIL 11/P6.0 DRINK SYSTEM SCHEMATIC & DETAIL 12/P6.0 FOR DRINK LINES
310450 / 427473
STORE NUMBER:
SYRUP CHASE ON WALL
N.T.S.
19
NOT USED
N.T.S.
15
WALL PASS THRU
NTS
NOT USED
11
N.T.S.
7
NOT USED
N.T.S.
3 TACO BELL
MORTAR BED PER MFR SPECS. BUILDING PAPER (PER SPECS.) SHALL OVERLAP J-MOLD AT BOTTOM OF VENEER
2.5 GALV. METAL LATH BUILDING PAPER (PER SPECS.) SHALL OVERLAP J-MOLD AT BOTTOM OF VENEER
BORAL VERSETTA STONE VENEER. INSTALL PER MFR.'S RECOMMENDATIONS BORAL VERSETTA STONE VENEER. INSTALL PER MFR.'S RECOMMENDATIONS
CULTURED STONE VENEER ADHERED WITH MORTAR PER MFR.'S RECOMMENDATIONS
TYP. END OF LAPPED STONE
FIELD STONE SHALL HAVE HORIZONTAL GROUT LINE ALIGNED WITH THE FINISH FLOOR. HORIZONTAL GROUT JOINTS SHOULD NOT EXCEED 4 TO 6 FEET.
N.T.S.
20
SILL GASKET TYP.
WOOD STUD FRAMING
PAVING SLOPE 2% MIN.
VERSETTA STONE CORNER PIECE - ALTERNATE SHORT END RETURNS ABOVE AND BELOW AT CORNER (SHOWN AS DASHED)
GRADE SLOPE 2% MIN.
ALTERNATE 16
STONE WAINSCOT @ TOWER LEG
3"=1'-0"
CONSTRUCTION DETAILS INTERIOR
2" MIN.
YAW813
NOTE: THE TYPICAL CORNER TREATMENT FOR STONE VENEER IS SHOWN ABOVE. ALTERNATE LAPPING STONES AS SHOWN ABOVE.
2" MIN.
GALV. ANGLED WEEP SCREED
MEDIUM40
BORAL VERSETTA STONE STARTER STRIP (CONT.)
PLYWOOD SHEATHING TYPICAL CORNER
LIVE MAS
SILL PLATE
SILL PLATE
NOT USED
VERSETTA PANEL FASTENERS PER MFR. RECOMMENDATIONS (TYP)
BUILDING PAPER (PER SPECS)
TYP. GROUT JOINT
ALTERNATE TYPICAL STONE VENEER CORNER N.T.S.
1209 RECKEWEG RD. FORT WAYNE, IN
SCRATCH COAT
TYP. FACE OF LAPPED STONE
2014088.06
12
STONE VENEER OUTSIDE CORNER
3" = 1'-0"
8
4" MIN.
SILL GASKET TYP. PAINT EXPOSED FOUNDATION TO MATCH EXISTING WALL
STONE WAINSCOT @ TOWER LEG
3" = 1'-0"
A6.4 4
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
E T-2
2
B-2
T-1 B-1
3 D 1'-3"
5 T-1
6" T-1
13
3
1
TYP. @ ALL KITCHEN AREAS
B-1
10
B-1
11
7
T-2
13
B-2
10
12 C
4'-7" 14
7
13 16
15
02/11/15
SLOPE : 1/8" PER FT.
4'-1012" 14
T-1
T-1
B-1
3
10
4 9
SLOPE : 1/8" PER FT.
2" ISSUED FOR CONST.
01.30.15
1'-2"
B
T-2
8
B-2 T-2
13
B-2
10
(TYP.)
12
2
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
A. B.
DENOTES FINISH MATERIAL. REFER TO SHT A7.2 FOR 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
D.
ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN RADIUS UNLESS NOTED OTHERWISE.
E.
SEE SCOPE OF WORK SHEETS FOR RESPONSIBILITIES.
F.
PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS AT TOP OF COVE BASE.
G. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOT BE ACCEPTED.
NOT USED
F
FINISH NOTES
D
1/4"=1'-0"
1
FACTORY FLOOR FINISH (GALV STL) W/ INTEGRAL COVE BASE
13
FLOAT FLOOR TILE FOR FLUSH TRANSITION.
2
6" COVE TILE BASE. SEE DETAIL 8/A6.3 FOR INSTALLATION.
14
DIMENSION STRING REPRESENTS LINE OF FLOOR TILE TRANSITION.
3
6" SANITARY COVE TILE BASE. SEE DETAIL 4/A6.3.
15
ALIGN TOP OF B-2 AND B-1. SEE DETAIL 9/A6.4.
4
PROVIDE FLOOR TILE INSIDE WALK-IN COOLER (NO TILE OR BASE IN FREEZER). FLOAT FLOOR TILE IN COOLERS TO DRAIN TO KITCHEN. COORD. WITH COOLER WALL CONFIGURATION.
16
NO BASE TILE BEHIND W-053 WALK-IN COOLER/FREEZER.
5
PLATFORM FOR SAFE - SEE DETAIL 15/A6.3
6
NOT USED.
7
FLOOR TILE SHALL TRANSITION AT SERVICE COUNTER WALL.
8
START POINT FOR FLOOR TILE.
9
METAL BASE IN COOLER; SEE SCOPE OF WORK. SEE DETAIL 1/A6.3.
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/A6.3 FOR INSTALLATION.
C. TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDED CORNERS AT BOTH INSIDE AND OUTSIDE CORNERS.
STORE NUMBER:
1
FLOOR FINISH PLAN
310450 / 427473
A
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
FLOOR FINISH PLAN
A7.0 KEY NOTES
B
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
E
7 TYP.
1'-1012"
812"
8'-10"
19 5'-612"
26
S
CL-2
3'-11"
7'-0"
1 A6.4 8'-10"
CL-1
12
S
8'-6" 1'-4"
CL-2 P-8
6
8'-10"
TYP. 12
9'-4"
CL-3 S
3'-7"
16
1
6 12
16
B
22 14
1'-2"
6'-012"
4
CL-1
1'-0"
23
6
EQ.
9'-1012"
13 TYP.
18
16
2'-9"
5'-112" 2'-11" 1'-812"
S
P-8
25
8"
EQ.
8'-6"
02/11/15
C
8"
CL EQUAL
EQ.
R30'-0"
12 TYP. S
4'-8"
CL-2
TYP. 13
21
EQ.
9 6
14'-612"
1'-812"
10
3'-9"
CL-3
3
15
1'-3"
EQUAL
P-5
9'-4"
18
27 20
TYP. 13
3'-512"
D
8
S
11
2'-612" 4"
2
CL-1
12 TYP.
12'-9"
2'-9"
4"
8'-10"
17
16
11'-1"
12 TYP.
2'-9"
CL-1
5
1
3'-0"
5'-612"
16
24
22 14
13 TYP.
3'-0"
512"
3 TYP. @ A6.3 B.O.H.
22 14
1'-1012"
25
ISSUED FOR CONST.
01.30.15
8"
1
23
24
25
P-8
22 14
22 14
8'-6"
CL-2
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
REFLECTED CEILING PLAN 1'-0" x 4'-0" FLUORESCENT LIGHT FIXTURE 2'-0" x 4'-0" FLUORESCENT LIGHT FIXTURE DOWNLIGHT @ WALK-IN (BY WALK-IN MFR.) SUSPENDED DOWNLIGHT AT OPEN TRUSS
EXTERIOR WALL FIXTURE S
CEILING FINISHES: A. REFER TO ROOM FINISH SCHEDULE (SHT A7.2) FOR CLG. FINISHES.
SPEAKER
HVAC RETURN GRILLE
SUSPENDED CEILING: A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC
HVAC SUPPLY DIFFUSER
D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. E. SEE SPECS FOR ADDITIONAL INFORMATION.
12" EXHAUST FAN
PENDANT FIXTURE DOWNLIGHT
HVAC SUPPLY DIFFUSER
EXIT LIGHT (CEILING MOUNTED) PENDANT OR DIRECTIONAL FIXTURE, TRACK MOUNTED
NOT USED
1/4"=1'-0"
F
GYPSUM BOARD CEILING: A. SUBSTRATE SHALL BE 1/2" THICK GYP BD. B. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FOR TEXTURE AND FINISHES. ELECTRICAL: A. SEE ELECT. DWGS. FOR FIXTURE SCHED.
EMERGENCY LIGHTS EXIT LIGHT (WALL MOUNTED)
DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF FINISH U.O.N.
HVAC PERFORATED SUPPLY DIFFUSER BACK DOOR SECURITY STROBE LIGHT EXTERIOR CANOPY FLUORESCENT LIGHT
CEILING SYMBOL LEGEND
E
REFLECTED CEILING PLAN NOTES
D
310450 / 427473
STORE NUMBER:
2014088.06
A
1/4"=1'-0"
TACO BELL
1
CEILING GRID STARTING POINT.
17
SECURITY STROBE LIGHT, REFER TO ELECT. DWGS.
2
BULKHEAD @ 8'-0" A.F.F.
18
FAN COIL FOR WALK-IN.
3
NON-INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM. SEE SCOPE OF WORK. SEE DETAIL 17/A6.4.
19
6" x 6" 18 GA. STAINLESS STEEL CHASE ALONG WALL FOR ICE MACHINE REFRIGERANT LINES: 6" ABOVE CEILING TO TOP OF ICE MACHINE.
4
6" DIA PVC STUB THROUGH CEILING, SEE DETAIL 18/A6.4.
20
ALERT LIGHT BOX FOR 3-COMP POWER SOAK MOUNTED AT C.L. OF BOX 7-11" AFF
5
HOOD.
21
30"X30" ACCESS OPENING ABOVE CEILING. FINISH WITH DRYWALL. CENTER OVER DOOR.
6
FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHED. (TYP. AT RESTROOMS).
22
7
DRIVE THRU CANOPY.
ALIGN BOTTOM OF LIGHT FIXTURE MOUNTING PLATE WITH EIFS REVEAL / CHANGE IN EIFS THICKNESS.
8
ROOF HATCH. SEE 7/A6.0.
23
DECORATIVE SLAT WALL BY VENDOR. SEE BUILDING ELEVATIONS.
9
MENU BOARD. SEE SCOPE OF WORK.
24
3 ROWS OF LED LIGHTS BEHIND SLAT WALL. SEE BUILDING SECTIONS.
10
MENU BOARD BULKHEAD - BOTTOM OF SOFFIT AT 7'-0" A.F.F. / SEE DETAIL 1/A6.4.
25
ALUMINUM VALANCE. SEE SCOPE OF WORK.
11
PRE-FABRICATED & PRE-FINISHED SOFFIT BY 3RD PARTY VENDOR. PROVIDE CLG. TILES ABOVE SOFFIT. D-549
26
STAINLESS STEEL SYRUP CHASE ON WALL. SEE DETAIL 19/A6.4.
12
27
WATER INLET CHASE FOR CHEESE MELTER SCREWED TO HEATED AIR SCREEN
SPEAKER, CENTER IN CEILING TILE PANEL.
13
PENDANT LTG - CENTER OVER TABLE TOP (TYP). COORDINATE WITH DECOR FIELD INSTALLATION.
14
EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS AND ELECT. DWGS.
15
UTILITY CHASE BY 3RD PARTY VENDOR TO CEILING.
16
EMERGENCY DUAL HEAD FIXTURE. SEE ELECT. DWGS.
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
REFLECTED CEILING PLAN
A7.1 KEY NOTES
B
PLOT DATE:
FLOORING SYM T-1
T-2
WALL FINISHES
DESCRIPTION
ALTERNATE / NOTE
B-1
B-2
DESCRIPTION
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP CMC #308 DURAQUARRY NON-ABRASIVE RED 6"x6" CMC #H141 FLASH WALNUT (EPOXY) 1
MFR.: TYPE: COLOR: SIZE: GROUT:
DAL TILE P-1 QUARRY #0Q40 NON ABRASIVE RED BLAZE 6"x6" CUSTOM #95 SABLE BROWN (EPOXY) 1
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL LATEX SW7069 IRON ORE (DK. GREY) #023 (WHITE) FRESH START 100% ACRYLIC (PAINT FOR CL-1)
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP. PORCELAIN TILE ANTIQUE SUNSET 18"x18" OR 12"x12" CMC #H141 FLASH WALNUT
MFR.: TYPE: COLOR: SIZE: GROUT:
DAL TILE TERRA ANTICA CERAMIC TILE ROSSO TA02 18"x18" OR 12"x12" CUSTOM #95 SABLE BROWN
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL LATEX SW6657 "AMBER WAVE" #023 (WHITE) FRESH START 100% ACRYLIC (ORANGE)
P-2
WALL BASE SYM
SYM
LAMINATES
DESCRIPTION
P-3
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL LATEX SW6510 "LOYAL BLUE" #023 (WHITE) FRESH START 100% ACRYLIC (BLUE)
P-5
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL LATEX SW 6839 "KIMONO VIOLET" #023 (WHITE) FRESH START 100% ACRYLIC
P-6
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL LATEX SW 6167 "GARDEN GATE" #023 (WHITE) FRESH START 100% ACRYLIC
P-8
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL ENAMEL SW6116 "TATAMI TAN" #023 (WHITE) FRESH START 100% ACRYLIC
P-9
MFR.: TYPE: COLOR: PRIMER:
SHERWIN WILLIAMS SATIN / EGGSHELL ENAMEL SW6108 "LATTE" #023 (WHITE) FRESH START 100% ACRYLIC
S-1
MFR.: TYPE: COLOR:
WILSONART SOLID SURFACE AVALANCHE MELANGE #9175ML
TM-1
MFR.: TYPE: COLOR:
OLYMPIC PREMIUM WOOD STAIN CHAIR RAIL "AMERICAN CHERRY"
TM-2
MFR.: TYPE: COLOR:
SCHLUTER RONDEC RO80AE 3/8" TILE EDGE TRIM SATIN ANNODIZED ALUMINUM
WT-1
MFR.: TYPE: COLOR:
NOT USED
WT-2
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP PORCELAIN TILE LINES GOLD 12"X12" AT RESTROOMS CMC #H163 LINEN
ALTERNATE / NOTE
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP DURAQUARRY #Q3565 RED TO MATCH T-1 5" x 6" CMC #H141 FLASH WALNUT
MFR.: TYPE: COLOR: SIZE: GROUT:
AMERICAN OLEAN QUARRY #Q01 RED TO MATCH T-1 5" x 6" #95 SABLE BROWN - NON EPOXY
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP PORCELAIN TILE ANTIQUE SUNSET 6"x12" COVED BASE CMC #H141 FLASH WALNUT
MFR.: TYPE: COLOR: SIZE: GROUT:
DAL TILE TERRA ANTICA CERAMIC TILE ROSSO TA-02 6"x12" COVED BASE CUSTOM #95 SABLE BROWN
ALTERNATE / NOTES.
WC-4
P-2
MFR.: TYPE: COLOR: NOTE:
TM-1
MFR.: TYPE: COLOR:
SHERWIN WILLIAMS SEMI-GLOSS LATEX SW6657 "AMBER WAVE" RESTROOMS HIGH-GLOSS DOOR FRAMES
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP PORCELAIN TILE LINES GOLD 12"X24" AT DINING RM. CMC #H163 LINEN
DESCRIPTION MFR.: TYPE: COLOR:
FORBO MARMOLEUM 3141 HIMALAYA
WC-5
MFR.: TYPE: COLOR:
FORBO MARMOLEUM 173 PAVING
FRP-1
MFR.: TYPE: COLOR: NOTE:
MARLITE FIBERGLASS REINFORCED PANEL FP-100 WHITE (PEBBLED FINISH) NO COLOR VARIATIONS ACCEPTED
ALTERNATE/ NOTE
DESCRIPTION
ANODIZED CORNER GUARDS AND J-MOLDS BY NATIONAL METAL SHAPES (DARK BRONZE). INTERMEDIATE VERTICAL TRIM BY DECOR VENDORS PAINTED SAME COLOR AS WALL PANEL.
CL-1
ANODIZED CORNER GUARDS AND J-MOLDS BY NATIONAL METAL SHAPES (DARK BRONZE). INTERMEDIATE VERTICAL TRIM BY DECOR VENDORS PAINTED SAME COLOR AS WALL PANEL.
CL-2
CL-3
MFR.: TYPE: COLOR: SIZE: GROUT:
CREATIVE MATERIALS CORP PORCELAIN TILE LINES GOLD 3"X12" BULLNOSE CMC #H163 LINEN
CERTAINTEED WHITE WHITE SUSPENSION GRID W/ ALUMINUM FACE FLAME SPREAD RATING 0-25, CLASS A
MFR.: TYPE: COLOR:
GYPSUM BOARD
MFR.: TYPE: COLOR: GRID: COLOR:
USG SUSPENDED CEILING TILE 414, FROST, 24x24x1/2" FLAT BLACK #205 ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE PRE-PAINTED BLACK
MFR.: TYPE: COLOR: NOTE: NOTE:
US GYPSUM CO. CLIMAPLUS LAY-IN CEILING PANEL FLAT WHITE #050, VINYL 3270 24"x48" SEE SPECIFICATIONS
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
* GRID, VENTS, SPEAKERS TO BE FACTORY PAINTED WITH BLACK
02/11/15
MFR.: TYPE: COLOR: SIZE: GROUT:
DALTILE 12"X24" FABRIQUE LINE SOLEIL LINEN P687 UNPOLISHED 12"X12" AT RESTROOMS MAPEI #06 "HARVEST"
MILLWORK SYM PL-1
MFR.: TYPE: COLOR: SIZE: GROUT:
DALTILE 12"X24" FABRIQUE LINE SOLEIL LINEN P687 UNPOLISHED 12"X24" AT DINING RM. MAPEI #06 "HARVEST"
MFR.: TYPE: COLOR: SIZE: GROUT:
DALTILE FABRIQUE LINE SOLEIL LINEN P687 UNPOLISHED 3"X12" SHAPE NUMBER P-43C9 MAPEI #06 "HARVEST"
DESCRIPTION MFR.: TYPE: COLOR:
NEVAMAR WM-8-350T CARMEL SAGAWOOD
DOORS ALTERNATE / NOTE
SYM DL-1
DESCRIPTION MFR.: TYPE: COLOR:
NEVAMAR WM-8-350T CARMEL SAGAWOOD
DL-2
MFR.: TYPE: COLOR:
BOBRICK SIERRA SERIES 1090 SC03 "TERRA COTTA" SOLID COLOR REINFORCED COMPOSITE
DL-3
MFR.: TYPE: COLOR:
NEVAMAR S7027T SMOKY WHITE * DOOR EDGES SHALL BE FINISHED SIMILAR TO FACES
NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL WT-5
MFR.: TYPE: COLOR: GRID: NOTE:
ALTERNATE / NOTE
DALY'S WOOD STAIN CHAIR RAIL DALY'S #45 1 x 2 SOLID MAPLE
NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL WT-4
SYM
CEILINGS
ALTERNATE/ NOTE * DOOR EDGES SHALL BE FINISHED SIMILAR TO FACES
1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
ALTERNATE : FORMICA 933-58 MISSION WHITE
NOTE: TILE TO BE INSTALLED WITH THE GRAIN HORIZONTAL
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
1.
INSTALL FRP ON KITCHEN SIDE OF SERVING COUNTER WALL.
2.
GALV STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR.
3.
REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP.
4.
FOR FINISH LOCATIONS REFER TO: SHEETS A4.0 & A4.1 - EXTERIOR ELEVATIONS SHEET A7.0 - FLOOR FINISH PLAN SHEET A7.1 - REFLECTED CEILING PLAN SHEETS A8.0 TO A8.3 - INTERIOR ELEVATIONS
5.
APPROVED PAINT MANUFACTURERS: PORTER, BENJAMIN MOORE, SHERWIN WILLIAMS, ICI, & PITTSBURGH PAINTS. MATCH SPECIFIED SCHEDULE COLORS EXACTLY.
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
MARLITE DAN EGBERS 330-343-6621 WWW.MARLITE.COM
NATIONAL METAL SHAPES Russel Day 800-837-9559
2014088.06
TACO BELL
DAVIS COLORS (Mortar Pigment) West: 800-356-4848 East: 800-638-4444
1209 RECKEWEG RD. FORT WAYNE, IN
TILE:
WILSONART INTERNATIONAL, INC. DAN CHICKVARA 254-207-2130
[email protected]
SHERWIN WILLIAMS BRAD HARRINGTON 216-341-5553 EXT. 115 CELL: 216-210-2723
[email protected] FORBO DAVE BOLINGER 614-583-8504 CELL: 1-614-439-7343 FAX: 1-614-583-8504
[email protected]
CREATIVE MATERIALS CORP. PH: 800.207.2967 EXT BELL (2355) FAX: 518.452.9153
[email protected]
LIVE MAS
CROSSVILLE TILE MONICA FARLEY 714.501.7693
[email protected]
MEDIUM40
ROCA TILE GROUP CHRISTINA DORDAS 708-910.2368 WWW.ROCATILEGROUP.COM
FINISH SCHEDULE
DALTILE FRED DAVIS 502-423-5456 FRED
[email protected]
A7.2 ROOM FINISH NOTES
D
CONTACTS
C
ROOM FINISH SCHEDULE LEGEND
A
PLOT DATE:
WALL TILE TO CORNER UNDER CRONER TRIM
WALL TILE TO CORNER UNDER CRONER TRIM
S.S. CORNER GUARD FACE OF SERVICE COUNTER
BASE TILE
TYP. P-6
P-6
SERVICE COUNTER TOP
GPD GROUP
SERVICE COUNTER DIE
NOTCH S.S. TRIM AS NEEDED
SERVICE COUNTER SUPPORT LEG
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
TRIM @ COUNTER TOP
TRIM @ BASE TILE
7
S.S. CORNER GUARD
WT-4
L-014
P-6
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
SHALLOW WALL SURFACE BEHIND MB
P-5
7 8 TYP.
S-1 4 3'-121"
11 6
19 WC-5 10
S-544
B-2
S-444
S-371
S-443
17
15
G5
U-034
WT-4
9
(INSIDE)
P-9
14
13
6
15 SEE ELEV. 5
2
TM-1
WC-4
WT-4 (INSIDE)
B-2
2
9'-4" BOTTOM OF CEILING
TYP.
OPEN TO BEYOND
F-022
OPEN TO KITCHEN
6'-6"
15
TYP.
3
4'-0"
TM-1
2
I C E
6'-1"
2
TM-1
6 12
18
J
U-034
P-5
WT-4
3'-10"
TYP. 2 TM-1
S-284
7'-0" A.F.F. BOTTOM OF MENU BOARD SOFFIT
3 TM-2
9'-4" BOTTOM OF CEILING
S-513
1 DINING
P-2
TYP. P-2
P-2
TYP. P-9
P-9
3/8"=1'-0"
02/11/15
P-9
1 20
B-2
10 WC-1
B-2
TM-1 2
2'-0" 2'-0"
1" 2'-0" TM-1
2
10 WC-4
10 WC-4
B-2
4
S-1 4
G13
B-2
SS CORNER GUARD
P-2 DL-1
P-2
P-2 DL-1
DL-1
DL-1
P-2
P-2
P-2
5
5
G12
G15
16
16
17
9"
G19
B-2
10 WC-1
10 WC-1
8
B-2
7
10
CHAIR RAIL. REFER TO DETAIL 18/A6.3.
3
MENUBOARD BULKHEAD.
4
WINDOW SILL.
TILE BEDDING
5
H.C. SIGNAGE
WALL TILE
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. CLOSURE ANGLE.
VERTICAL GROUT LINE
9
"PLEASE ASK IF YOU NEED ASSISTANCE" SIGN. SMALLWARE PACKAGE.
10
REFER TO 13, 14 & 17/A6.3 FOR WAINSCOT INSTALLATION.
P-5
11
START CHAIR RAIL. SEE SHT. A1.0 FOR DIMENSIONS.
3
12
OMIT CHAIR RAIL BEHIND DRINK STATION.
13
OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE 11/A6.4 AND SHEET A1.0.
14
SECURITY SYSTEM KEYPAD, SEE E5.0.
15
SS CORNER/ END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.3 & 5/A8.0.
16
ADA COMPLIANT TACTILE "EXIT" SIGN. MOUNT AT 5'-0" TO TOP OF SIGN.
17
BUSINESS LICENCE FRAME.
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.
3'-121" WC-4
3/8" = 1'-0"
5 TILE BEHIND COUNTER
3/8"=1'-0"
JUNE 2014 310450 / 427473
STORE NUMBER:
DROP PENDANT LIGHT FIXTURE. SEE SCOPE OF WORK AND SHEET E4.0.
9'-4" 8'-0"
PASSAGE
SITE NUMBER:
8
TM-1 2
09/08/14
PLAN VERSION:
6" X6" 18 GAUGE STAINLESS STEEL CHASE.
6
B-2
P-9
CONTRACT DATE:
BUILDING TYPE: LIVE MAS MEDIUM40
7
5'-0" T.O. H.C. SIGN
WC-1
3'-121"
WC-1 10
2 TM-1
16
4'-0"
5'-0" T.O. H.C. SIGN
2 TM-1 3'-2"
3'-2"
3'-0"
WC-1 10
3'-121"
2 TM-1
16
3'-0"
9"
5'-0" T.O. H.C. SIGN
9'-4"
2'-0"
G18
2
P-5
1" 2'-0"
P-2
BEND EDGE TO DEPTH OF TILE & BEDDING SO FLUSH W/ TILE SURFACE.
20 1 TYP.
FOR ARTWORK DESCRIPTION, REFER TO ARTWORK SCHEDULE ON SHEET A2.0.
GYP. BD.
01.30.15
3/8"=1'-0"
1
NOTE: STOP THE TILE AND CORNER GUARD 41" BELOW THE LEVEL FACE OF ADJACENT CEILING
FRP FINISH
ISSUED FOR CONST.
3 DINING
GYP. BD.
1" 9'-4" BOTTOM OF CEILING
S-1 4
G17
16
4'-0"
TYP. 2 TM-1
5'-0" T.O. H.C. SIGN
S-1 4
TM-1
3'-121"
7'-0" WT-4
S-1 4
2
9"
3'-121"
TYP. 2 TM-1
5'-0" T.O. H.C. SIGN
TM-2
8 TYP.
G16
3'-121"
9"
3'-121"
9'-0"
17
9'-4" BOTTOM OF CEILING
G14
2'-0"
8 TYP.
KEY NOTES
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
A
BOLD
INTERIOR ELEVATIONS DINING ROOM
A8.0 PLOT DATE:
B-241 N-134
B-275 B-305
FIELD TILE
TILE BASE
TILE BASE
(BOTH SIDES)
WOMEN'S RESTROOM
1'-314"
3'-4"
1'-33 4"
2'-0" CLEAR PASSAGE
B-410 B-275
2 3
B-305
5. ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 6. FOR DESCRIPTIONS, REFER TO ARTWORK SCHEDULE ON SHEET A2.0.
1
A8.1
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
4. REFER TO SHEET ADA1.0 FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES.
WOMEN
3'-4"
1'-11"
4'-312" (48"MIN.)
TILE BASE
FIELD TILE
N-134
0"
4"
2'-11
1'-512"
2'-4" FIELD TILE
0" 1'-
8
1'-712" (18"MIN.)
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
3. REFER TO FLOOR PLAN NOTES FOR BLOCKING AND SUBSTRATE NOTES.
B-300 B-241 B-265
7. PROVIDE 1/4" MAX GAP AT ALL TOILET PARTITION JOINTS.
4
1'-
8'-6"
5
A8.1
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
2. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER TO SHEET ADA1.0.
B-292
7
B-300 2'-93 4"
1'-6" *
1'-6" CLEAR
7'-2"
MEN
GPD GROUP
1. PROVIDE PROPER 2x BLOCKING AT WALL RECESSED MOUNTED ACCESSORIES.
1'-4" *
6
1'-012" (12"MIN.)
5'-03 4"
B-265
*
8'-714"
*
1'-6"
1'-6"
8'-1012"
B-292
* ABSOLUTE DIMENSION
3/8"=1'-0" 7'-2"
ENLARGED RESTROOM / GENERAL NOTES F-131
3/8"=1'-0"
A
U-054
F-050
F-021
7
DEMARC
10
3'-4" FIELD TILE
U-052
6
OFFICE
1'-312"
F-174
12
3 14
3/8"=1'-0"
7'-33 4"
FRP
FRP F-211
FRP
F-050
11 11
12
3 8
4 7
6
5
11
8'-6"
12
FIELD TILE
12
5'-11" 3'-5"
4'-0"
4'-0"
7'-3"
12
CONTRACT DATE:
4
TILE BASE
F-270
F-060
13
1
U-054
8'-4"
2
F-014
5 MEN'S RESTROOM
SITE NUMBER:
11
B-1
B-1
10
B-1
9
9
FRP
8
B-1
B-2
MEN'S RESTROOM
3/8"=1'-0"
2014088.06
TACO BELL
3/8"=1'-0"
TILE BASE
310450 / 427473
STORE NUMBER:
1209 RECKEWEG RD. FORT WAYNE, IN
10
DL-1 (BOTH SIDES)
JUNE 2014
PLAN VERSION: F-174
FIELD TILE WT-2
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
TILE BASE
8
8
8'-6"
FIELD TILE
01.30.15
2
10
TILE BASE
ISSUED FOR CONST.
11
1
9
FIELD TILE
02/11/15
9
A8.1
TILE BASE
WOMEN'S RESTROOM
7'-914"
F-211
11
F-090 F-040 F-080
F-014 ADT
8'-6"
3'-2"
F-060
12
1
THERMOSTATS
2
LIGHTING CONTROL RELAY SWITCHES. SEE DETAIL 3/E3.1
3
TELEPHONE TERMINAL BOARD
4
HOLD UP BUTTON
5
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 (CONTACTORS).
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
TECH-IN-A-BOX: REFER TO E3.1. G.C. TO PROVIDE BLOCKING WHERE REQUIRED.
OFFICE PLAN & ELEVATIONS / KEY NOTES
LIVE MAS MEDIUM40
INTERIOR ELEV. ENLARGED RESTROOMS & OFFICE PLAN
3/8"=1'-0"
A8.1 B
PLOT DATE:
16 FRP
21
1
1
21
19 U-238 U-239
19
6
FRP
3
24
2
U-238 U-239
23
12
E-107
10
FRP
S-513 S-513
B-140
U-100
OPEN
U-070 U-250
5 U-121 U-152
S-352
15
S-283
S-482
S-570
F-160
S-274
P-541
U-250
B-1
U-100
4
DRIVE-THRU
11
C-107
C-046
S-481
S-349
S-570 B-1
S-274
K-132
R-009
2'-8"
U-061
6'-8" BOTT. OF HME MONITOR
7'-0"
S-285
8'-10"
8'-10"
U-100
U-100
7
K-518
S-285
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
P-417
22
4
20
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
B-290
B-140
26
GPD GROUP
FRP
8
U-024
S-639
8
8'-10"
FRP
4
18
GREEN
S-349
3
DRIVE-THRU
3/8" = 1'-0"
B-405
4
B-1
B-241 B-251
N-056
GREEN
GREEN
1
2
DRIVE-THRU
3/8" = 1'-0"
TB COOK
3/8" = 1'-0"
3/8" = 1'-0"
ECO LAB UV FLY CATCHER.
1
L-150
14
FRP
P-8
FRP
7
(TYP) P-452
LOCATE ELEC. STUB FOR BUNN HERE
K-210
FRP
3"
4
2'-6"
B-599
02/11/15
B-290
K-602
9
K-523
B-251 B-241
B-241 B-251
K-602
P-550
P-315
8'-10"
S-381
MNT. 48" A.F.F.
2'-8"
3'-8"
OPEN
ISSUED FOR CONST. N-053
B-219 B-223
17
N-071
N-208
N-043
25
N-043
B-1
8
UTILITY
3/8" = 1'-0"
S-580
B-1
N-056
7
WARE WASHING
P-673
13
6
UTILITY
3/8" = 1'-0"
K-602
K-523
K-522
K-602
K-602
9
DRY STORAGE
3/8" = 1'-0"
N-698 N-130 N-171
WARE WASHING
3/8" = 1'-0"
8'-10"
S-580
01.30.15
5
3/8" = 1'-0"
1
STAINLESS STEEL CHASE FOR SYRUP LINES & ICE MACHINE REFRIGERANT LINES. SEE DETAIL 19/A6.4
2
ANSUL CABINET.
CONTRACT DATE:
3
DRIVE-THRU TIMER DISPLAY UNIT.
BUILDING TYPE: LIVE MAS MEDIUM40
4
SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE DETAIL 19/A6.3.
PLAN VERSION:
5
HOLD-UP BUTTON.
SITE NUMBER:
6
SS CORNER GUARDS AT PERIMETER OF D/T WINDOW. SEE DETAILS 5 & 8/A6.1 AND SCOPE OF WORK FOR RESPONSIBILITIES.
STORE NUMBER:
7
SPLASHGUARD. SEE DETAIL 9/A6.3.
8
EDGE OF SS PANEL BEHIND HOOD.
9
ANSUL PULL STATION.
10
J-BOX AND OUTLET INCLUDED WITH HOOD. INSET WITH FLUSH WITH FACE OF HOOD.
11
20 GA. STAINLESS STEEL PANEL BEHIND HOOD.
12
GAS SHUT-OFF VALVE.
13
FILTER FOR HOT WATER SYSTEM.
14
WATER HEATER FLUE. SEE PLUMBING DRAWINGS.
15
OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE DETAIL 11/A6.4.
16
INSTALL COOK TIMERS ON FACE OF HOOD.
17
6" HIGH WATER HEATER PLATFORM.
18
ALERT LIGHT BOX FOR 3-COMP POWER SOAK.
19
CEILING MOUNT MONITOR BRACKET. SEE DETAIL 2/A6.3.
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 SHEET A7.1.
22
DT TIMER SIGNAL PROCESSOR.
23
DT TIMER MONITOR AND CONTROL UNIT.
24
DT TIMER ETHERNET SWITCH.
25
CUT WALL-HANGING TRACK TO ALLOW SPACE FOR CLICK&CLEAN SYSTEM
26
INSTALL STAINLESS STEEL SHROUD AT REAR OF FRUITISTA MACHINE.
09/08/14
JUNE 2014 310450 / 427473 2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
INTERIOR ELEVATIONS KITCHEN
A8.2 KEY NOTES
A
PLOT DATE:
P-352 S-024
S-065
GPD GROUP
P-352 S-023
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
4 OPEN U-061 U-070
C-203
S-546
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
C-203
S-544
C-250
F-160
U-070
C-203 K-490
K-490
C-203
P-352
U-152
ROOF TRUSS SYSTEM
2
FRAMING COVERED WITH GYP. BD. AND FRP. COORDINATE OPENING SIZE WITH ROOF HATCH & TRUSS SPACING. SEE DTL. 11/A6.3 SUSPENDED CEILING
FRP
02/11/15
SUSPENDED CEILING
FRP WALL FINISH S.S. WALL ENDCAP BOTTOM OF FRAMED ROOF ACCESS AT 8'-6" A.F.F.
SUSPENDED CEILING BEYOND
MANAGER OFFICE DOOR
INTERIOR EXTENSION WALL. EXTEND TO ROOF DECK TO ENCLOSE ROOF LADDER
ISSUED FOR CONST.
01.30.15
B-1
ALUMINUM ROOF LADDER SEE DETAIL 4/A6.0 B-049 B-050
A - ROOF LADDER VIEW ROOF LEVEL & HATCH
SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 19/A6.3. CONTRACT DATE: FAN MOTOR STARTERS, SURFACE MOUNTED. TYP. OF 2.
FRP-1
BUILDING TYPE: LIVE MAS MEDIUM40
HOLD-UP BUTTON
PLAN VERSION:
UTILITY CHASE.
SITE NUMBER:
ROOF LADDER. SEE 7/A6.0.
09/08/14
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
5 TEMPERATURE SENSOR. SEE MECHANICAL DRAWINGS.
1209 RECKEWEG RD. FORT WAYNE, IN
4"
SUSPENDED CEILING
A
LIVE MAS
8'-10"
A
TACO BELL
MEDIUM40
1
FINISH FLOOR
File: .\44480-00_mop sink_TB.gallon.pdf Sheet: 1or invalid reference Missing PLOT DATE:
ACCESSIBLE SEATS
4
81 - 100
5
101 - 120
6
121 - 140
7
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
2'-0"
36" S.S. GRAB BAR 33" (EXCEPT @ TANK TOILETS, WHICH SHALL BE 36")
7" 9"
8"
6"
17"-19"
NUMBER OF ACCESSIBLE SEATS
10" MAX.
30"
30"
19" TO 48" A.F.F. FOR OPERABLE OPENING W/O OBSTRUCTION FROM GRAB BAR
24" MAX.
6" MAX. DEPTH x 30" MIN. WIDTH TOE CLEARANCE
12"
18" MIN.
27"MIN.
ALTENATE DOOR LOCATION
FREESTANDING OBJECT MOUNTED ON POSTS OR PYLON MAY OVERHANG 12" MAX FROM 27" TO 80" ABOVE FINISH FLOOR
4"
CLEAR FLOOR SPACE 15" MIN.
36" MIN. CLR.
ACCESSIBLE ROUTE OBJECT PROJECTION FROM WALL LESS THAN 27" ABOVE FINISH FLOOR MAY PROTRUDE ANY AMOUNT
CONDIMENTS
18
REACH RANGES
9" MIN
N.T.S.
14
9" MIN.
INT. ACCESS. ROUTE CLEARANCES
1/2" = 1'-0"
10
ACCESSIBLE URINAL
3/4" =1'-0"
6
SIGN POST OBSTRUCTION
TACTILE CHARACTERS 48" MIN TO BOTTOM OF BRAILLE 60" MAX TO BASELINE OF THE HIGHEST LINE OF TEXT
GRAB BAR SHALL BE 1-1/4" TO 2" MAX., OUTSIDE DIA.- TYPICAL 121" MIN. CLR.
12" MAX
TOILET PAPER 4" MAX.
VERTICAL GRAB BAR. SEE DTL 1
STANDARD TOILET STALL
N.T.S.
02/11/15
2
ISSUED FOR CONST.
CLEAR FLOOR SPACE 17" MIN.
27" MIN
48" MIN. CONTRACT DATE:
1/8"x2" BENT PLATE WELDED TO RAIL AND1/8"x3" DIAMETER MOUNTING PLATE @ 4'-0"
ACCESSIBLE ROUTE WALK
PLAN VERSION:
15
PROTRUDING HAZARDS
1/2" = 1'-0"
11
NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES
COAT HOOK
N.T.S.
20
PARTITION DOOR LATCH @ PULL
2
ACCESSIBLE LAVATORY
3/4"=1'-0"
INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA REQUIREMENTS.
1209 RECKEWEG RD. FORT WAYNE, IN
THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. 2.
60" TURNING SPACE - PERMITTED OVERLAP LIMITED TO 1 ARM OF T-SHAPED SPACE - CAN OVERLAP FIXTURE & DOOR CLEARANCE - DOOR CAN SWING INTO TURNING SPACE A MAXIMUM OF 12"
3.
RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING.
4.
TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES
LIVE MAS MEDIUM40
30" CLEAR
CHANGES IN LEVEL
N.T.S.
2014088.06
3
NOTE: MAINTAIN 44" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS.
16
310450 / 427473
TACO BELL 1.
30" CLEAR
NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES
7
ACCESSIBLE ROUTE 48" CLEAR 19" 30" CLEAR
1
34" A.F.F MIN.
CHRISTYHARDWARE.COM 877-544-5400
NOTE: DOOR HOOKS SHALL BE PLACED IN ACCESSIBLE STALLS BETWEEN 40" MIN TO 48" MAX ABOVE FINISH FLOOR
1/4" - 1/2"
48" A.F.F MAX.
48" A.F.F MAX.
BOBRICK OR CHRISTY COMMERCIAL HARDWARE & SUPPLY WAREHOUSE #039-6529 OR SIMILAR ADA COMPLIANT HOOK.
3" - 1'-0"
30" CLEAR
REINFORCED S.S. LATCH WITH THROUGH BOLTED KEEPER. ADA COMPLIANT
S.S. PULL (BOTH SIDES) ON ALL ACCESSIBLE TOILET STALLS. MOUNT PULLS BELOW LATCH AND KEEPER.
JUNE 2014
STORE NUMBER:
GRAB BAR 19"
1/4" MAX
N.T.S.
SITE NUMBER:
ACCESSIBLE ROUTE
ACCESSIBLE RESTROOM DOORS
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
2"x6" BLOCKING AT WOOD STUD WALLS (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL
MOUNT COAT HOOK ON INSIDE OF TOILET STALL DOOR
01.30.15
2- 1/4"x3' EXPANSION ANCHORS AT MASONRY OR CONC. WALL 2- #10x2" SCREWS AT WOOD OR STEEL STUD WALL-TYP.
60"
60"
17" MIN. TO 18" MAX
18" MIN. FOR CALIFORNIA 15" MIN.
N.T.S.
1
6" MAX. (150)
** IF TOILET STALL IS CONSTRUCTED OF SOLID WALLS WITHOUT 9" OF TOE CLEARANCE UNDER PARTITION, PROVIDE ADDITIONAL 6" WIDTH AND DEPTH
FLOOR SHALL BE SLIP-RESISTANT SURFACE AND LEVEL WITH MAX 1/4" CHANGE IN LEVEL
SEATING AND TABLES
N.T.S.
2'-8" MIN. (815)
48" MIN.
13 1/2" MAX
27"
46" MAX.
48" MAX. WITH NO OBSTRUCTION TO REACH OVER
OBJECT PROJECTION FROM WALL BETWEEN 27" TO 80" ABOVE FINISH FLOOR SHALL PROTRUDE NO MORE THAN 4"
80" MIN.
24" MAX
ELEVATION
FIRE ALARM
PROTRUDING OBJECT
EXAMPLE: DRINK MACHINE, ETC.
30" MIN
THERMOSTAT
MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED
46" MAX.
34" MAX
15" MIN.
48" MAX.
CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA
28"-34" A.F.F.
SWITCHES
8" MIN. DEPTH x 30" MIN. WIDTH KNEE SPACE
4'-8" MIN. (1420) W. WALL MOUNTED W.C. 4'-11" MIN. (150) W. FLR. MOUNTED W.C.
61 - 80
6" TO 12" MAX
APPROACH 3'-6"MIN. LATCH APPROACH ONLY,
3
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
4'-6" MIN. (1320)
41 - 60
2.
14" MIN. / 17" MAX. PROJECTION FROM WALL URINAL
OTHER APPROACHES
2
39" to 41"
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
PULL STATION
30" MIN.
21 - 40
T.S. COVER DISPENSER SHALL BE MOUNTED 1 1/2" (MIN.) BELOW GRAB RAIL
12" MAX. (305)
1
TOP OF GRIPPING SURFACE 33" TO 36" MAX TO THE TOP OF THE BAR. SEE NOTES BELOW 12" MINIMUM CLEAR ABOVE GRAB BAR
DRYER PAPER TOWEL DISPENSER
4" MAX. 2'-8" MIN. (815) (100)
1 - 20
48" S.S. GRAB BAR
NOTES: 1.
VERTICAL S.S. GRAB BAR (IF RQ'D)
30" MIN.
TOTAL SEATS
MIRROR MTD @ 40" A.F.F. MAX TO BOTTOM OF REFLECTING SURFACE LAV. INSULATE HOT WATER & DRAIN PIPES
12 DINING ROOM SEATING CLEARANCES
N.T.S.
8
GENERAL NOTES
4
PLOT DATE:
CLEAR FLOOR SPACE AT DOOR STRIKE SIDE DOOR CLOSER IF PROVIDED, SHALL HAVE AT LEAST A 5-SECOND CLOSING TIME PERIOD FROM 90 OPEN POSITION
THRESHOLD - SEE DETAILS 12, 14 / A6.1
32" MIN. CLR. OPENING
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
LATCH
PROVIDE ISA DECAL @ ALL PUBLIC ACCESSIBLE ENTRANCES
CLEAR SPACE FINISH ELEVATION TO MATCH FINISH FLOOR ELEVATION AT DOOR
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
SLIP RESISTANT SURFACE (MEDIUM BROOM FINISH)
34" TO 44"
60"
DOOR HANDLE, SEE HARDWARE NOTES
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
60"
DOOR AND HARDWARE PER SHEET A1.1
18" 24" REQ. IN CA. FOR EXTERIOR DOORS
10" MIN.
CROSS SLOPE 1:50 OR 2% MAX. IN ALL DIRECTIONS. NOTE: 1. INTERIOR DOOR PRESSURE CANNOT EXCEED 5 LBS. 2. 60% OF PUBLIC ENTRANCES MUST BE ACCESSIBLE. (100% IN CA)
3'-0" DOOR WIDTH
TYP. ENTRANCE / EXIT DOOR
17
N.T.S.
EXTERIOR DOOR REQUIREMENTS
1/2" = 1'-0"
13
0.9" BASE DIAMETER 0.45" TOP DIAMETER
A
MIN. 60 DEGREE SLOPE
A
2.35" NOMINAL
SEE DETAIL 12 / ADA1.0
SPACING PLAN HEIGHT
0.2"
TOP DIAMETER BASE DIAMETER
1/2" MAX.
10" MIN.
BOTTOM RAIL OF DOOR
ALUMINUM THRESHOLD
02/11/15
TAPER EDGE WHERE EXPOSED #10 S.M. IN PLASTIC EXPANSION ANCHOR
SECTION A-A
TRUNCATED DOMES
N.T.S.
18
BOTTOM RAIL (EXTERIOR DOOR)
3" = 1'-0"
14
NOT USED
N.T.S.
2
ISSUED FOR CONST.
01.30.15
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
NOT USED
N.T.S.
11
NOT USED
N.T.S.
2014088.06
3 TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
ACCESSIBILITY REQUIREMENTS
NOT USED
N.T.S.
16
NOT USED
N.T.S.
12
NOT USED
N.T.S.
4
PLOT DATE:
GENERAL: 1.
LOCATE, CUT AND FRAME ROOF OPENINGS AS SHOWN FOR ALL HVAC EQUIPMENT AND EXHAUST FANS.
XX-XXX
2.
IT IS VERY IMPORTANT THAT ACCURATE MEASUREMENTS ARE USED WHEN LOCATING EXHAUST FAN ROOF OPENINGS TO ENSURE THAT NO ADDITIONAL OFF-SETS ARE REQUIRED IN THE EXHAUST DUCTWORK. COORDINATE ROOF OPENINGS WITH THE KITCHEN EQUIPMENT.
MARK
3.
PROVIDE ANY FRAMING REQUIRED FOR DIFFUSER INSTALLATION IN HARD CEILING.
RTU-1 GREEN
HVAC: 1.
INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR NEW NONRESIDENTIAL BUILDINGS.
2.
ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES, SAFETY ORDERS AND REGULATIONS.
3.
OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES.
4.
E.C. SHALL PROVIDE CONDUIT FOR LINE AND LOW VOLTAGE WIRING, LINE VOLTAGE WIRING SWITCHES, AND FINAL CONNECTIONS. M.C. SHALL PROVIDE 24V CONTROL WIRING AND FINAL CONNECTIONS.
5.
ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING, INCLUDING SUBSTITUTE EQUIPMENT NAMED IN THE SPECIFICATIONS. SUBMIT A 1/4" SCALE DRAWING OF ALL EQUIPMENT SUBSTITUTED FOR APPROVAL PRIOR TO INSTALLATION, INCLUDING, BUT NOT LIMINTED TO, STRUCTURAL AND ARCHITECTURAL IMPACT, CLEARANCE REQUIREMENTS AND UTILITY REQUIREMENTS.
6.
FOR INSTALLATION OF RECHARGEABLE REFRIGERANT LINES FROM ICE MACHINE TO CONDENSER ON ROOF, SEE SCOPE OF WORK.
7.
HVAC UNITS SHALL BE MOUNTED LEVEL ON ROOF CURBS.
8.
ALL SUPPLY / RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED.
9.
ALL SUPPLY / RETURN DUCTS SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 14'-0", WHICH MAY BE FLEX.
FAN DATA
COOLING CAPACITY
HEATING CAPACITY
ESP
HP
RPM
NOM TONS
MIN CAP (MBH) TOT/SEN
MIN EER
INPUT OUTPUT PHASE STAGE AFUE (MBld) (STAGES) (MBH)
1"
3.75
1227
7.5
92.0/68.6
12.6
AREA SERVED SUPPLY MIN O.A. CFM CFM
DINING
RTU-2
3000
KITCHEN
4400
750 950
1"
3
646
12.5
12.5
150.9/112.9
150
120
250
UNIT ELECT DATA
2
203
VOLTS/ PH
MCA
MOPD
208/3
39.3
50
80
2
81
208/3
77
MAX UNIT WEIGHT (LBS) 1565
90
2761
MANUFACTURER AND MODEL NUMBER TRANE YHC092F3R TRANE YZD150F3R
REMARKS
GPD GROUP
SEE NOTES 1-5, 7
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
SEE NOTES 1-5, 7, 8
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
SCHEDULE NOTES: 1. 2.
SPECIFIED RTUS ARE DOWN DISCHARGE PACKAGED GAS / ELECTRIC ROOFTOP UNITS WITH MINIMUM 2-STAGE COOLING. INCLUDES THROUGH THE ROOF CURB POWER, GAS & CONDENSATE DRAIN. GAS PIPING SHALL BE FACTORY PIPED WITH SHUT-OFF OUTSIDE OF UNIT.
3. KNOCK DOWN ROOF CURB. SPECIFIED UNIT INCLUDES FACTORY INSTALLED HOT GAS REHEAT OPTION INCLUDING REMOTE MOUNTED TEMPERATURE AND HUMIDITY SENSORS AS INDICATED ON THE DRAWINGS. SPECIFIED UNIT INCLUDES SUPPLY AIR TEMPERING CONTROL SPECIFIED RTUS SHALL BE SUPPLIED WITH OVERSIZED INDOOR FAN MOTOR AND EVAPORATOR MOTOR. THERMOSTATS: TRANE MODEL BAYSENS119A WITH WALL MOUNT REMOTE SENSOR. SPECIFIED RTUS SHALL BE SUPPLIED WITH STANDARD INDOOR FAN MOTOR AND HIGH STATIC DRIVE ACCESSORY.
4. 5. 6. 7. 8.
10. SMOKE DETECTOR SHALL BE INSTALLED IN THE RETURN AIR DUCT, PRIOR TO ANY OUTSIDE AIR CONNECTIONS, AND SHALL DEACTIVATE ROOFTOP UNIT UPON SENSING SMOKE. INCLUDE SMOKE DETECTOR IN THE SUPPLY AIR DUCT ONLY IF REQUIRED BY LOCAL CODE. 11. ALL HOOD EXHAUST DUCTS SHALL BE RIGID 16 GA MINIMUM, WELDED DUCT. GRIND ALL WELDS SMOOTH. PROVIDE 3M FIRE BARRIER DUCT WRAP FOR ALL HOOD EXHAUST DUCTS. SEE 15/M4.0. 12. ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS SHALL HAVE DAMPERS AT TAKEOFFS FOR AIR BALANCING. PROVIDE ACCESS PANELS TO DAMPERS. SEE 8/M4.0.
HVAC UNIT SCHEDULE
13. ALL UTILITY PIPING FOR RTU'S SHALL RUN UP THROUGH ROOF INSIDE EACH UNIT'S ROOF CURB. 14. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM EXHAUST FANS AND / OR VENTS.
CFM
SP
RPM
HP
ELECT
STARTER
DISC
BDD
BIRD SCREEN
V-BELT
D-DR
ACCESSORIES
EF-1
1050
0.9
1344
0.50
120/1
-
X
-
-
-
X
EF-2
570
.375
1025
1/4
120/1
-
X
X
X
15. SEE 8/M1.0 AND SCOPE OF WORK FOR DESCRIPTION OF HVAC PACKAGE TO BE PURCHASED THROUGH YUM! BRANDS NATIONAL CONTRACT. XX-XXX
16. FINAL HVAC SYSTEM TESTING AND BALANCING SHALL BE PERFORMED BY INDEPENDENT AGENT CONTRACTED DIRECTLY BY THE OWNER. A RE-TEST IS MANDATORY FOR A FALSE START (I.E. NO POWER UPON AGENT'S ARRIVAL, EQUIPMENT NOT WIRED, ETC.) AND SHALL BE A COST INCURRED BY THE G.C. IN THE EVENT A SYSTEM / STORE RECEIVES A GRADE OF 5 OR BELOW AS A RESULT OF THE HVAC SYSTEM PERFORMANCE OR OPERATIONAL DEFICIENCIES, OWNER WILL REQUEST A RE-TEST AND THE COST FOR SAME SHALL BE ALSO INCURRED BY THE GENERAL CONTRACTOR. 17. TRANE THERMOSTAT & TEMP SENSOR, MODEL BAYSENS119A PROVIDED WITH TRANE PACKAGE.
MARK
MANUFACTURER AND MODEL NUMBER STRATOVENT #SVDU50HFA STRATOVENT #SVDR30HFA
GREEN
18. TRANE DUCT MOUNTED HUMIDITY SENSOR MODEL #BAYSENS037A, PROVIDED WITH TRANE PACKAGE.
X
REMARKS
SEE NOTES 1,3,5,6,7,8,10 SEE NOTES 2,4,7,8,9,10
1
REMARKS: 1. UL 762 LISTED (GREASE) 2. UL705 LISTED (HEAT OR STEAM) 3. FLAT ROOF CURB,19.5" X 19.5" X 26"H, VENTED 4. FLAT ROOF CURB, 19.5" X 19.5" X 14"H 5. GREASE CUP WITH DRAIN 6. FACTORY ATTACHED HINGES 7. WEATHERPROOF PRE-WIRED DISCONNECT SWITCH 8. PROVIDE PRE-WIRED SOLID STATE SPEED CONTROLLER 9. GRAVITY BACKDRAFT DAMPER 10. PROVIDED BY OWNER WITH HOOD PACKAGE
19. INSTALLING CONTRACTOR SHALL CONFIRM DIP SWITCH SETTING ON THE HVAC UNITS RECEIVED FROM THE FACTORY. UPON CONFIRMATION, CONTRACTOR SHALL PERFORM TEST MODE ON HVAC UNITS (PERFORMED BY SERVICING CONTRACTOR AT STARTUP). REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR FURTHER INFORMATION.
GENERAL NOTES SYMBOL & ABBREV.
CIRCUIT BREAKER
CD/SR
CEILING DIFFUSER/SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW)
RR/RG
RETURN REGISTER/GRILLE
ER/EG
CONN. CONT.
EXHAUST REGISTER/GRILLE RECTANGULAR DUCT ELBOW WITH TURNING VANES
FC MVD
FLEXIBLE CONNECTION MANUAL VOLUME DAMPER
FD
FIRE DAMPER
(L)
DUCT LINING (1" THICK UNLESS OTHERWISE NOTED)
DUCT TRANSITION (RECTANGULAR TO ROUND) FLEX T
T-STAT
FLEXIBLE DUCT (14'-0 MAXIMUM)
TS
THERMOSTAT SENSOR (REMOTE), PROIVDED WITH TRANE PACKAGE.
H
HUMIDITY SENSOR (REMOTE), PROVIDED WITH TRANE PACKAGE.
D
D
CONDENSATE DRAIN
DIA.
DIAMETER
DL
DL
DOOR LOUVER
UC
UC
DOOR UNDERCUT (3/4" MINIMUM) MECHANICAL EQUIPMENT DESIGNATION
X-X 0000 R
RESET
13
15x15
24x24
X
S-3
3
9x9
14x14
X
MARK
CONTINUATION CONTRACTOR
CFM
CUBIC FEET PER MINUTE
DET.
DETAIL
DISC.
DISCONNECT
DTR
DOWN THRU ROOF
EF
EXHAUST FAN
MOUNTING
CFM RANGE
(9)4W, (2)2W, (2)3W
X
0-250 (4)4W
S-4
4
12
24x24
X
R-1
5
22x22
24x24
X
E-1
2
8x8
12X12
X
E-2
1
10X10
24x24
X
MATERIAL
X
0-500
(3)2W
DUTY
X
300-700
2
X
MANUFACTURER
MODEL NUMBER
REMARKS
X
METAL-AIRE / TITUS
5000-6 / TDC-AA
FRN SQR TO RND ADAPTER, INSULATE DIFFUSER BACK
X
METAL-AIRE / TITUS
5000-1 / TDC-AA
FRN SQR TO RND ADAPTER, INSULATE DIFFUSER BACK
X
HART & COOLEY
RZMCDST
X
METAL-AIRE / TITUS
CC5-FB-TB / 50FF
X
METAL-AIRE / TITUS
CC50 / 50F
1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
PLASTIC MODULAR CORE, INSULATE DIFFUSER BACK
EXISTING GA.
GAGE/GAUGE
GC
GENERAL CONTRACTOR
HVAC
PROGRAMMABLE THERMOSTAT, PROVIDED WITH TRANE PACKAGE.
CONNECT/CONNECTION
CONT'R
(E)
SINGLE LINE DUCT BRANCH TAKEOFF
S-1
XX-XXX
CEILING
(NO.) & AIR PATTERN
TYPE
DIFFUSER FACE NECK OR SIZE CEILING GRID SIZE
STEEL
CB
ALUMINUM
EXHAUST AIR DUCT (RISE/DROP)
EXHAUST
EA/EXH
RETURN
BACK DRAFT DAMPER
SUPPLY
BDD
SURFACE
RETURN AIR DUCT (RISE/DROP)
LAY-IN
RA/RET
GRILL
SUPPLY AIR (RISE/DROP)
CLG.
SUPPLY AND EXHAUST FAN SCHEDULE
AIR CONDITIONING
SA/SUP
REGISTER
A/C , AC
DESCRIPTION
DIFFUSER
DESCRIPTION
02/11/15
QUANTITY
SYMBOL & ABBREV.
10
MFR. MECH. (N)
HEATING, VENTILATING, AND AIR CONDITIONING
0-2000
X
X
FULLY REMOVABLE FACE
MANUFACTURER MECHANICAL NEW
OA/OSA
NO DIREC.
OUTSIDE AIR
OBD
OPPOSED BLADE DAMPER
S/S
STAINLESS STEEL
TYP.
TYPICAL
UON
UNLESS OTHERWISE NOTED
UTR
UP THRU ROOF
NO DIREC. 0-200 NO DIREC. 0-400
X
X
X
X
METAL-AIRE / TITUS CC5-FB-TB / 50F-NT
FRN SQR TO RND ADAPTER CONTRACT DATE:
PROVIDE 2'x2' LAY-IN PANEL
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION:
NOTES: DIFFUSERS IN SURFACE MOUNTED CEILINGS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPERS. SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
SITE NUMBER:
310450 / 427473
STORE NUMBER:
AIR DEVICE SCHEDULE
2014088.06
3 TACO BELL
SMOKE DETECTOR RESET FOR COMPLETE INFORMATION AND PRICING ON THE TRANE HVAC PACKAGE CONTACT MARTY CUSICK, THE YUM! BRANDS ACCOUNT EXECUTIVE AT TRANE NATIONAL ACCOUNTS. TOLL-FREE PHONE: (866) YUM-HVAC or (866) 986-4822 FAX: (502) 499-7870 EMAIL:
[email protected]
ITEM
TRANE HAS AGREED TO SUPPLY AN HVAC PACKAGE CONSISTING OF THE ROOF-TOP UNITS, CURBS, THERMOSTATS, TEMPERATURE SENSORS (REMOTE), AND HUMIDITY SENSORS (REMOTE). RTU'S AS SPECIFIED INCLUDE AN UNPOWERED CONVENIENCE OUTLET (SEE ELECTRICAL) AND AN HACR CIRCUIT BREAKER WHICH PROVIDES UNIT DISCONNECT. TRANE ALSO HAS AVAILABLE OPTION PACKAGES WHICH INCLUDE SMOKE DETECTORS AND ANNUNCIATORS, ECONOMIZERS, AND RTU VARIATIONS SUCH AS HIGH-EFFICIENCY MODELS.
OA
RA
SA
EA
PRESSURE
EF-1
--
--
--
1050
-1050
EF-2
--
--
--
570
-570
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL PROJECT DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SPECIFIC DESIGN MAY NOT MATCH NATIONAL DESIGN. SEE THE SCOPE OF WORK SHEETS FOR ADDITIONAL INFORMATION.
RTU-1
750
2250
3000
--
+750
RTU-2
950
3450
4400
--
+950
TOTAL
1700
5700
7400
1620
+80
MECHANICAL SCHEDULES AND NOTES
M1.0
NOTE: THE OUTSIDE PERCENTAGE OF TOTAL SUPPLY AIR IS 25.0% FOR RTU-1 AND 21.6% FOR RTU-2.
MECHANICAL SYMBOLS
12
TRANE PACKAGE
N.T.S.
8
AIR BALANCE SCHEDULE CFM
4
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
E
16 1
14
S-1 300
R-1 1150 24x14
VD
VD
13 (TYP)
VD VD 14X12
14x12
26x14
VD
RTU-2 ON ROOF 5
8
14
S
11
S VD
S-1 450
VD
R-1 1125
VD
6
VD SD
SD
VD
VD
EF-1 ON ROOF S-1 200 VD
VD 10x10
R-1 1125
S-1 275
S-4 600 TYP. OF 4 R-1 1150
D
S-3 125
VD
VD
8
10x4
VD
R-1 1150
S-1 425
9
17
S-1 300
S-1 425
19
R
10
10x10
VD 14x8
16x14
VD
7 S-1 400
VD
E-1 130
13
7
VD
24x16
VD
8x8
02/11/15
C
10x10
VD 8x6
RTU-1 ON ROOF S-1 425
VD
14
S-1 450
2 (TYPICAL)
S
VD
S
EF-2 ON ROOF
VD VD
10 S-3 100
14x10
S
VD
S-1 200
8x8 E-1 140
1
S-1 200
VD
11
S
S-1 425
B
S-3 100 S-1 200
1
ISSUED FOR CONST.
01.30.15
BULLETIN #1
01.30.15
18
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
DUCT AND DIFFUSER PLAN 1.
2. 3.
NOT USED
F
DINING ROOM LIGHT FIXTURE LOCATIONS ARE CRITICAL. COORDINATE DUCTWORK LOCATIONS SO AS NOT TO CONFLICT WITH LIGHT FIXTURE LOCATIONS.
1
12x12 EXHAUST AIR DUCT UP THROUGH ROOF TO EF-2.
13
RUN DUCT THROUGH OPEN WEBBING OF ROOF TRUSSES (WHERE POSSIBLE). COORDINATE WITH TRUSS DESIGN PRIOR TO DUCTWORK FABRICATION.
2
SEE DETAIL 8 ON DRAWING M4.0 FOR SUPPLY AIR TAKE-OFF TO CEILING DIFFUSERS. RETURN OR EXHAUST AIR TAKE-OFFS SHALL BE SIMILAR.
14
RUN DUCTWORK BETWEEN TRUSSES AS HIGH AS POSSIBLE UNDER ROOF JOISTS.
THERMOSTATS SHALL BE PROGRAMMABLE THERMOSTAT WITH SUBBASE. REMOTE TEMPERATURE SENSOR, AND REMOTE HUMIDITY SENSOR.
3
34x18 SUPPLY AIR DUCT UP. CONNECT TO SUPPLY AIR PLENUM AT ROOFTOP UNIT RTU-1.
15
NOT USED.
16
4
34x18 RETURN AIR DUCT UP. CONNECT TO RETURN AIR PLENUM AT ROOFTOP UNIT RTU-1.
5
36x20 SUPPLY AIR DUCT UP. CONNECT TO SUPPLY AIR PLENUM AT ROOFTOP UNIT RTU-2.
10"X10" EXHAUST AIR DUCT DOWN AND TRANSITION TO FIELD CUT EXHAUST CONNECTION AT HOOD. EXHAUST DUCT SHALL RUN BETWEEN ROOF JOISTS TO CONNECT TO ROOF EXHAUST FAN EF-1. SEE HOOD DETAILS ON DRAWING M3.0. SEE DETAIL 15 ON SHEET M4.0 FOR FIRE PROTECTION OF DUCT WORK. SEE DETAIL 18 ON SHEET M4.0 FOR EXHAUST DUCT TRANSITION.
17
EXHAUST DUCTWORK RUN UP BETWEEN ROOF TRUSSES TO EF-1.
6
34x20 RETURN AIR DUCT UP. CONNECT TO RETURN AIR PLENUM AT ROOFTOP UNIT RTU-2.
18
FURNISH AND INSTALL 3" PVC WATER HEATER INTAKE AND FLUE VENT TERMINATION ON ROOF. COORDINATE WORK WITH ALL TRADES.
7
FURNISH AND INSTALL SMOKE DETECTOR IN THE RETURN AIR DUCT, IN ACCORDANCE WITH LOCAL CODES. DUCT SMOKE DETECTOR WIRED BY ELECTRICAL CONTRACTOR, SEE SHEET E3.2.
19
NEW SMOKE DETECTOR RESET SWITCH WITH KEY. MFR. IS "SYSTEM SENSOR" MODEL # RT5151 KEY. MOUNT NEXT TO THERMOSTATS @ 48" A.F.F. - INSTALL PER MFR. SPECIFICATIONS.
8
HUMIDITY SENSOR (REMOTE). HUMIDITY SENSOR LOCATION SHALL BE PLACED IN RETURN AIR DUCTWORK. VERIFY EXACT LOCATION. SEE 9/M4.0.
20
ACCESS OPENING TO SPACE ABOVE WALK-IN. SEE SHEET A7.1.
9
LOCATE THERMOSTAT CONTROLS ON WALL IN OFFICE AT 48" A.F.F. COORD LOCATION WITH LIGHT SWITCHES.
21
AIR TRANSFER GRILLS. SEE SECTION "B" ON SHEET A5.2.
10
MOUNT THERMOSTAT REMOTE SENSOR AT 60" ABOVE FINISHED FLOOR.
11
UNDERCUT RESTROOM DOORS AND OFFICE DOOR MIN. 3/4" FOR MAKE-UP AIR.
12
NOT USED.
COORDINATE DUCTWORK LOCATIONS WITH LIGHTING AND STRUCTURAL.
GENERAL NOTES
E
1/4"=1'-0"
310450 / 427473
STORE NUMBER:
2014088.06
A TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
DUCT AND DIFFUSER PLAN
M2.0 KEY NOTES
B
PLOT DATE:
HOOD #
1 OF 1
LENGTH (IN):
6'-3" WIDTH (IN):
EXHAUST CFM: EXHAUST SP:
- NORMALLY OPEN DRY CONTACT, CLOSES ON TEMPERATURE RISE ABOVE 85F. WIRED IN PARALLEL TO NORMAL CONTROLS CIRCUIT. - FIELD WIRED AS SAFETY SWITCH (NOT PRIMARY MEANS OF FAN POWER), TO ENERGIZE HOOD EXHAUST FANS WHEN COOKING EQUIPMENT GENERATES HEAT - FAN CONTACTOR BY OTHERS. SEE E6.0 SHEET FOR DETAILS.
SENSOR DETAIL INSTALLER MUST READ LABEL NEAR DISCONNECT SWITCH!
**DIRECT DRIVEN WITH PREWIRED SPEED CONTROLLER
HOT
NEUTRAL
MESSAGE ON LABEL:
FAN
27.875
"INSTALLER SHOULD SUPPLY ENOUGH ELECTRICAL CORD TO ALLOW FAN TO MAKE COMPLETE SWING"
FAN SWITCH
FAN CONTROL
DUCT SENSOR
NOTE: GENERIC WIRING DEPICTION. SEE PLANS FOR PROPER INTEGRATION.
BY RTU-SEE M1.0 NA NA
10"X10" SUP SIZE:
FIRE SUPPRESSION:
INSTALLATION: DUCT TEMPERATURE SWITCH
16" X 16" FILTERS: ( )
300 LBS
ANSUL-R102 FILTER TYPE:
STAINLESS BAFFLE
LIGHT QTY: ( 3 )
A19/ CFL CONTROL SWITCH:
21.5
FAN
40 INCHES MIN.
THREADED INTO QUIK SEAL "ADAPTER BODY"
LABEL
1/2" DIA. HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE
BY OTHERS
3" INTEGRAL REAR STAND-OFF. FACTORY INSULATED. HOOD ASSEBMLY IS LISTED AND LABELED FOR ZERO CLEARANCE TO COMBUSTIBLE IN THE REAR. ARCHITECT MUST VERIFY COMPLIANCE WITH ALL LOCAL CODES CONCERNING CLEARANCES.
TIMER MOUNTING CHANNEL
HOOD DETAIL 1.
PLAN VIEW 25" TALL DUCT ENCLOSURE PANELS, FRONT, LEFT & RIGHT SIDES (PROVIDED WITH HOOD, GC INSTALLED).
1.125" - 1.250" DIAM. HOLE
14" MIN.
DUCT TRANSITION (SUGGESTED)
INSTALLER TO PROVIDE 3/8" BOLT/NUT TO BE USED TO LOCK HINGE IN "OPEN" & "CLOSED" POSITION. HOLES ARE PRE-PUNCHED.
FLANGE DUCT TO REST ON 19.5" O.D. CURB
1'-6"
GREASE PIPE
6'-3"
19.5
FACTORY ATTACHED (EACH SIDE)
19.5
CURB
SOUND
20 GAUGE STEEL CONSTRUCTION
VENTED CURB
3" FLANGE
and
AIR PERFORMANCE R
1'-6" DUCT BY OTHERS
TOP EDGE OF HOOD.
0.50" QUIK SEAL (NUT)
EXTENSION RING, TACK WELD TO HOOD OR DUCT TO SECURE INSTALLATION.
8'-10" HIGH, DROP CEILING (TYPICAL). HOOD PROVIDER MUST BE NOTIFIED IF CEILING HEIGHT VARIES.
LOWER, LEADING EDGE OF HOOD, 71" ABOVE FINISHED FLOOR.
WEIGHTS 65 LBS (FAN) 45 LBS (CURB)
NOTE: ALL DIMENSIONS (INCHES)
CERTIFIED RATINGS
26.0
TOP OF S/S BACKSPLASH, SLIGHTLY ABOVE DROP CEILING.
0.50" QUIK SEAL (WASHER)
GREASE BOX
DUCT FROM HOOD
UL LISTED LIGHT FIXTURES., FACTORY J-BOX.
0.50" QUIK SEAL (LOCKWASHER)
VULCAN, CALSTAT
CURB
DUCT DISCHARGE MUST BE LARGER THAN FAN INLET CURB
DUAL POWER OUTLET, 115V/1PH J-BOX TIE-IN ON TOP OF HOOD.
FIELD CUT
2
21.00 (BASE)
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
HANGING ANGLE IS PRE-PUNCHED AT FACTORY
GREASE DRAIN
13.00 (INLET)
R
TRIANGLE, END PANELS , PROVIDED BY STRATOVENT, SEE SIDE VIEW DETAIL. FIELD INSTALLED BY GC.
- RESTAURANT MODEL - UL762, GREASE RATED - DIRECT DRIVEN - VARIABLE SPEED CONTROL - WEATHERPROOF DISCONNECT OPTIONAL - HIGH VELOCITY WIND DESIGN - MIAMI-DADE/FLORIDA PRODUCT APPROVAL
HOOD DETAIL 2: 42"L x 3"H, FACTORY ATTACHED MOUNTING CHANNEL FOR CUSTOMER SUPPLIED TIMERS. DUAL 115V/1PH OUTLET FACE MOUNTED ABOVE CHANNEL WITH J-BOX ON TOP OF HOOD.
REDDING, CA - RALIEGH, NC 800-474-0037 WWW.STRATOVENT.COM
104"H X 111"L, BACKSPLASH, COVERING HOOD WALL AND 18" BEYOND THE HOOD. MINIMUM 20 GA. STAINLESS STEEL PROVIDED BY HOOD VENDOR.
SPECIFICATIONS: * VULCAN CALSTAT, 1E2B9-85, NORMALLY OPEN DRY CONTACT * SENSOR FACTORY SET AT 85F * FIELD ADJUSTED W/SET SCREW, CCW INCREASE, CW DECREASE, 90F PER REVOLUTION * RATED FOR 10 AMPS @ 120 VAC, 5 AMPS @ 240 VAC * SHIPPED LOOSE BY HOOD VENDOR FOR FIELD INSTALLATION.
ADDITIONAL QUESTIONS?? CONTACT, STRATOVENT VENTILATION HOODS, 919-573-4250 - 251-490-6114
[email protected]
HEAT-ONLY APPLIANCES REDDING, CA - RALEIGH, NC 800-474-0037 - WWW.STRATOVENT.COM - 251-490-6114
MODIFIED: 05-05-2014
FRONT VIEW
R
(UL-710 Standard)
TACO BELL HOOD FIRE SUPPRESSION SYSTEM PLAN
N.T.S.
14
HEAT SENSOR ATTACHMENT
1N
LOW-PROFILE HOOD
1W 3NS FACTORY PIPING
HOOD #1 EXHAUST FAN
16"
12"
R
BUILT IN ACCORDANCE WITH NFPA No. 96
NFPA #96 NSF STANDARD #2 UL STANDARD 710 ETL FILE NO. 3054804-001
3NS
EF
1
50" 75"
FIELD PIPING
PLAN VIEW
INSTALLATION: DUCT TEMPERATURE SWITCH
6'-3"
2
N.T.S.
2
NON-CANOPY HOOD DESIGN BASED ON: MANUFACTURER: STRATOVENT, MODEL SVBD2 ETL LISTED TO UL-710: FILE # 3054804-001 MIN. "LISTED" AIRFLOW: 150 CFM PER LINEAR FT DESIGN AIRFLOW: 168 CFM PER LINEAR FT MAX. DIST. ABOVE COOK SURFACE: 47" MAX. COOK SURFACE FRONT UNDERHANG: - 3" MIN. SIDE COOK SURFACE OVERHANG: 0" MAX. APPLIANCE COOKING TEMPERATURE: 450 F
HOOD DETAIL DUCT TERMINATION SHALL EXPAND TO MINIMUM OF 2" LARGER THAN FAN INLET DIAMETER. DO NOT OBSTRUCT FAN INLET.
7 11 30
30
30
28
28
28
OPTION #2: THROUGH ROOF OF HOOD INTO PLENUM AREA BEHIND FILTERS, LEFT OR RIGHT OF DUCT OPENING.
1N
DUCT
OPTION #1: DUCT, JUST ABOVE EXHAUST OPENING, (MUST BE REACHABLE FROM BELOW OR THROUGH CLEAN-OUT DOOR FOR CLEANING).
3N-S
34 REAR OF HOOD
LOCATION OF PULL STATION PER LOCAL CODES. HEAT-ONLY APPLIANCES
OPTION #3: INTO HOOD CAVITY
PLAN VERSION:
DROP CEILING (TYPICAL) FIELD CUT OPENING BY INSTALLER, TRANSITION PER PLANS. DUCT OR HOOD MOUNTED HEAT SENSOR PER PLANS FOR AUTOMATIC ACTIVATION.
N.T.S.
1209 RECKEWEG RD. FORT WAYNE, IN
GREASE CUP
LIVE MAS
END PANELS, SHIPPED LOOSE AND GC INSTALLED. PROVIDED BY HOOD VENDOR.
MEDIUM40
HOOD DRAWINGS PLANS AND SECTIONS
20 GA. MIN S/S WALL PANEL COVERING REAR WALL. EXTENDING 18" BEYOND THE HOOD. PROVIDED BY STRATOVENT. REAR WALL.
FINISHED FLOOR LINE
MODIFIED: 05-05-2014
16
HEAT SENSOR LOCATION
SIDE VIEW UPDATED: 6FT-3IN LONG VERSION, 05-05-2014 JJ
12
2014088.06
3" INTEGRAL REAR STAND-OFF, FACTORY INSULATED. HOOD ASSEMBLY IS LISTED FOR ZERO CLEARANCE TO COMBUSTIBLE IN THE REAR. COMPLIANCE WITH ALL LOCAL CODES VERIFIED BY ARCHITECT.
42"L X 3"H X 1.25"W, TIMER MOUNTING CHANNEL. FACTORY ATTACHED. DUAL 115V,1PH POWER OUTLET FLUSH MOUNTED ON FACE OF HOOD WITH JBOX ON TOP.
ADDITIONAL QUESTIONS?? CONTACT, STRATOVENT VENTILATION HOODS, 919-573-4250 - 251-490-6114
[email protected]
310450 / 427473
TACO BELL
16"H, UL-LISTED, S/S BAFFLE FILTERS.
3'-0"
PROVIDED BY: STRATOVENT RALEIGH, NC - REDDING, CA CONTACT: JEFF JOHNSON PH: 251-490-6114, Fax: 919-573-4251
[email protected]
JUNE 2014
STORE NUMBER:
NOTE: SENSOR MUST BE INSTALLED WITH INCLUDED UL-LISTED QUICK SEAL KIT PER FACTORY GUIDELINES (SEE EXPLODED PARTS VIEW).
FRONT VIEW
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
SITE NUMBER:
SIDE VIEW
01.30.15
CONTRACT DATE:
25"H, 3-SIDED DUCT ENCLOSURE PANELS, SHIPPED LOOSE BY HOOD SUPPLIER. DESIGN FOR UP TO 8'-10" CELING.
TACO BELL HOOD FIRE SUPRESSION SCHEDULE
ISSUED FOR CONST.
HOOD DESIGN QUESTIONS? STRATOVENT KITCHEN VENTILATION PHONE: 251.490.6114
[email protected]
ROOF LINE
1W
3N-S
REVISED: 05-05-2014
TACO BELL HOOD DETAIL
10
STRATOVENT HOODS BUILT IN COMPLIANCE WITH
System Size: ANSUL-3.0 Gallons Total, R102 Flow Points: 8 Design, 11 (max) 8 FLOW POINTS Hood #1: 6'-6" L x 36" W x 14" H Exhaust Riser Size: 10" x 10"
NOTES - FIELD PIPE DROPS AS SHOWN: SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY STRATOVENT FOR HOOD-BASED PIPING. - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED. - MAXIMUM 9 ELBOWS IN SUPPLY LINE, MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. 1B - ALL NOZZLE HEIGHT AND PLACEMENT TO BE DETERMINED 5 BY INSTALLER AND AHJ PER ANSUL GUIDELINES. 10 - ALL PIPING TO BE 3/8" SCH 40 BLACK IRON. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS. - SYSTEM INSTALLATION AND FINAL HOOKUP SOURCED BY GEN CONTRACTOR. SYSTEM PARTS OPTIONALLY PURCHASED FROM STRATOVENT BY OWNER OR G.C..
(NSF/ANSI Standard 2)
FIELD CUT
3.0 GA. R102 ANSUL SYSTEM
1B 3.0 GALLON TANK 2 AUTOMAN RELEASE 5 ANSULEX LIQUID AGENT (3.0 GAL.) 7 CARTRIDGE (101-20) 10 TEST LINK 11 DOUBLE MICROSWITCH 1W NOZZLE ASSEMBLY (419336) 1N NOZZLE ASSEMBLY (419335) 3N NOZZLE ASSEMBLY (419338) 28 DETECTOR BRACKET 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR
N.T.S.
CM
ETL-LISTED FILE #3054804-001 / TESTED TO UL-710
UPDATED: 6FT-3IN LONG VERSION, 05-05-2014 JJ
PROJECT: TACO BELL
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR
EXTERNAL SURFACE OF DUCT OR HOOD PLENUM AREA (BEHIND FILTERS), OR TOP OF HOOD CAVITY.
0.50" QUIK SEAL (ADAPTER BODY)
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
STEEL HANGING ANGLE
1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE
NA
HINGE 27.25
14"
1512 SUPPLY FPM:
FILTERS: ( 4 ) STRATOVENT, SVDU50 1050 CFM, 0.9" STATIC PRESSURE 1344** 0.26 BHP 0.50 HP, 115V, 1PH, 8.1 FLA
36" HEIGHT (IN):
0.9" (HOOD+DUCT) SUPPLY SP:
EXH. SIZE:
MODEL: AIRFLOW: FAN RPM: POWER: MOTOR:
STRATOVENT SVBD2
1050 SUPPLY CFM:
EXHAUST FPM:
EF-1, PERFORMANCE DATA:
MODEL #
DESIGN NOTES: - STRATOVENT HOODS ARE ETL LISTED TO UL-710 STANDARDS, 3054804-001 - MODEL SVBD2 IS A NON-CANOPY HOOD, "LISTED" VALUES ARE UTILIZED FOR AIRFLOW, OVERHANGS AND TEMPERATURE RATINGS. - 18/20 GAUGE MINIMUM S/S ON EXPOSED SURFACES PER NFPA. - HOOD IS PRE-PIPED FOR ANSUL, SYSTEM INSTALL BY OTHERS. - INSTALLER TO REVIEW E6.0 SHEET FOR HOOD AND FAN WIRING. NO CONTACTOR OR CONTROL BOX IS FURNISHED WITH HOOD, UNLESS SOURCED DIRECT FROM STRATOVENT BY INSTALLER.
M3.0 TACO BELL HOOD SECTION
1/2" = 1'-0"
4
PLOT DATE:
KITCHEN HOOD EXHAUST FAN
RETURN AIR DUCT
GPD GROUP
NEMA 3R DISCONNECT FACTORY WIRED FROM MOTOR TO DISCONNECT THROUGH THE BREATHER TUBE
SEE DETAIL 14 SHEET M3.0 24"
SENSOR STANDOFF BRACKET 6" MIN.
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
SEAL DUCT PENETRATION AIR TIGHT
NOTE: LOCATE EXHAUST FANS MIN. 10'-0" FROM ANY OUTSIDE AIR INTAKE
TO THERMOSTAT
FIRE-PROOF INSULATION
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
LIQUID TIGHT FLEXIBLE CONDUIT
1" FLANGE DUCT TRANSITION CONNECTION
REMOTE HUMIDITY SENSOR 8" MIN.
VENTED CURB EXTENSION
CEILING
6" MIN. DISTANCE TO CHANGE OF DIRECTION OF DUCT
MIN. 16" GA. WELDED EXHAUST DUCT - EXTEND MIN. OF 18" ABOVE ROOF DECK PER NFPA
REMOVABLE RETURN GRILLE
ROOF PREFABRICATED GALV. STEEL CURB WITH INSULATION. GREASE TRAP
NOT USED
13
REMOTE HUMIDITY SENSOR
N.T.S.
9
NOT USED
5
KITCHEN FAN (EF-1)
N.T.S.
1
6" MIN.
ALL-THREADS ROD
6" MIN. DISTANCE TO CHANGE OF DIRECTION OF DUCT
FACTORY INSTALLED DISCONNECT & CONDUIT CHASE, PROVIDE POWER TO DISCONNECT WITHIN CURB
WASHER & NUT
OPPOSED BLADE DAMPERS
6" MIN.
1" FLANGE ON 4" COLLAR FOR WELDED DUCT CONNECTION
HOOD MOUNTING CHANNEL ON HOOD
STANDARD CURB CAP, FASTEN PER MFR'S RECOMMENDATIONS
HOOD
METAL EXHAUST DUCT
10"X10"
02/11/15 YMC001
HOOD TOP
TB HOOD DUCT TRANSITION
18
N.T.S.
BOLT CONNECTION TO HOOD
N.T.S.
14
NOT USED
N.T.S.
6
RESTROOM FAN (EF-2)
N.T.S.
2
BANDING - 304 SS 3/4"W X .015" THICK MIN. 3" MIN. LONGITUDINAL OVERLAP AT BLANKET JOINT ISSUED FOR CONST.
3" MIN. PERIMETER OVERLAP AT BLANKET JOINT 1-1/2"
CONTINUOUSLY WELDED HOOD EXHAUST DUCT
SUPPLY
TWO LAYERS 1-1/2" THICK 8-PCF FIREMASTER BLANKET
01.30.15
EXHAUST RETURN
10-1/2" GASKET NOTES: 1-1/2"
BANDING REQUIREMENTS: USE 304 STAINLESS STEEL BANDS A MAXIMUM 1-1/2" FROM BLANKET EDGE AND SPACED A MAXIMUM OF 10-1/2" ON CENTER.
L
1. WRAP GREASE DUCT CONTINUOUS AS SHOWN FROM CONNECTION AT FAN THROUGH CURB AND EXTEND 18" MIN. BELOW ROOF DECK.
21"TYP
10-1/2"
2. FOR HORIZONTAL RUNS OF EXHAUST DUCTS PROVIDE TYPICAL TRAPEZE SUPPORT SYSTEM WITH 1/2" HANGER RODS A MAXIMUM OF 6" FROM INSULATION EDGE. TRAPEZE SUPPORTS SHALL BE SPACED A MAXIMUM OF 60" ON CENTER FROM CENTERLINE OF VERTICAL EXHAUST DUCT.
TRANSITION TO ROUND SEE PLANS FOR SIZE (WHERE OCCURS) NOTE: L = 4" MIN. OR 1/4 OF "W"
3. SLOPE HORIZONTAL EXHAUST DUCT RUNS A MINIMUM OF 1/4" PER FOOT (2% SLOPE) TOWARDS EXHAUST HOOD.
BRANCH DUCT - RECTANGULAR OR ROUND
W
N.T.S.
AIR
A
FLOW
B
AIR
AIR
FLOW
FLOW
EXPANSION
TRANSFORMATION
D
1 1/2" DUCT WRAP INSULATION
IN
3. UL listed and NSF approved vapor proof incandescent light fixtures prewired to junction box at top of hood in accordance with NEC 70.
LIVE MAS MEDIUM40
MECHANICAL AND HOOD DETAILS
R
D1
AIR FLOW
D
AIR FLOW
D
D1
+
D
.
SHORT RADIUS
1209 RECKEWEG RD. FORT WAYNE, IN
Hood(s) shall be fabricated in accordance with NFPA Bulletin #96 and shall bear the NSF Seal of Approval. Hoods shall be listed under UL 710 EXHAUST HOODS FOR COMMERCIAL COOKING EQUIPMENT, Certified by ETL under FILE# 3054804-001.
NYLON STRAP FASTENER (TYP)
TURNING VANES
INSULATE TOP OF DIFFUSER. (TYPICAL)
D RETURN AIR BRANCH FITTING
SUPPLY OR RETURN WYE (RECTANGULAR DUCT)
D FULL RADIUS
FULL RADIUS ELBOW TAKE-OFF
USE ONLY IN AREAS WHERE SPACE IS LIMITED
TOP CONNECTION
NOTE: MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT RUNOUTS TO SUPPLY DIFFUSERS = 5'-0". FLEX DUCT IS NOT ALLOWED ON EXPOSED DUCTWORK.
THIS HOOD DESIGN IS BASED UPON STRATOVENT, MODEL SVND2. MANUFACTURED BY:
M4.0
STRATOVENT VENTILATION HOODS RALEIGH, NC 27616 CONTACT: JEFF JOHNSON, 251-490-6114
SIDE CONNECTION
PLOT DATE:
TYPICAL DUCTWORK DETAILS
N.T.S.
16
CEILING DIFFUSER CONNECTIONS
2014088.06
TACO BELL
M
NO THROAT RADIUS
2. UL classified aluminum or stainless steel baffle-type filters shall be easily removed for cleaning. Filter housing shall terminate in a pitched grease trough that drains into a removable stainless steel grease cup.
R.
2/3D
310450 / 427473
4. Pre-piped fire suppression systems shall be located on the top of the hood and provided with the hood or by a certified technician. Final location of all nozzles and fire suppression drops to be locally approved 5. and inspected.
STRAP HANGER
SLOPE 1" IN 7" MAX. 1" IN 4" MIN.
2/3 D
JUNE 2014
STORE NUMBER:
" 18
THREE TURNING VANES
SLOPE 1" IN 7" MAX. 1" IN 4" MIN.
D+
INSULATED FLEX DUCT - PROVIDE SHORT RADIUS RIGID METAL ELBOW WHERE 18" R. FLEX ELBOW CANNOT BE MAINTAINED
CONTRACTION
SITE NUMBER:
1. Hoods shall be constructed of minimum 20 gauge stainless steel with # 3 polish. All unexposed surfaces shall be constructed of minimum 18 gauge aluminized steel.
15
LOW VELOCITY DUCT
TURNING VANE TURNING VANES
PLAN VERSION:
BUTTERFLY DAMPER WITH ARM & LOCKING QUADRANT (TYPICAL)
A
B
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
4. PROVIDE INSULATED ACCESS DOOR OR PANEL NEAR MID POINT OF EXHAUST DUCT RUN FOR CLEANING AND INSPECTION OF DUCT. PROVIDE AN APPROVED SIGN ON ACCESS DOOR OR PANEL WHICH READS " ACCESS PANEL DO NOT OBSTRUCT"
KITCHEN HOOD EXHAUST DUCT SYSTEM DETAIL
CONTRACT DATE:
N.T.S.
8
HOOD NOTES AND SPECS (TYP.)
4
ITEM
1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. 2. ALL DRAWN WATER & GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN PLACE.
SYMBOLS 3. VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL REVISE THE SEWER SYSTEM AS REQUIRED. 4. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS IN RESTROOMS, WHERE REQUIRED BY CODES. PROVIDE DEEP SEAL TRAPS FOR FLOOR DRAINS WITHOUT TRAP PRIMERS. 5. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE OWNERS REPRESENTATIVE PRIOR TO ANY INSTALLATION. 6. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON-ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL.
ABBREV.
YARD BOX
R.D.
ROOF DRAIN
A.P.
ACCESS PANEL
9. INSTALL SHUT-OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. ALL EXPOSED WATER AND WASTE LINES TO BE CHROME PLATED. 10. PROVIDE A LEVER HANDLE GAS SHUT-OFF VALVE IN THE BRANCH PIPING OF EACH APPLIANCE OR PIECE OF EQUIPMENT, FOR EACH APPLIANCE INSTALL QUICK DISCONNECT, FLEXIBLE PIPE WHEN ALLOWED BY CODE AND RESTRAINING DEVICE FURNISHED BY OWNER. PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF EQUIPMENT OR APPLIANCE. IF GAS PRESSURE GREATER THAN 10"/wc IS USED DOWNSTREAM FROM THE GAS METER. 11. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS.
VENT BELOW FLOOR
U.T.R.
UP THRU ROOF
14. ALL GAS LINES SHALL BE SUPPORTED SEE SPECS.
16. PROVIDE WATER HAMMER ARRESTOR FOR ALL HAND SINKS AND URINAL WATER LINES. 17. PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY CODE. AIR GAP SHALL BE MINIMUM 2 TIMES THE DIAMETER OF THE INDIRECT DRAIN.
FD
ASBESTOS CEMENT PIPE
(E)
EXISTING
FCO
FLOOR DRAIN
H.D.
HUB DRAIN
OFD
OVERFLOW DRAIN
F.S.
FLOOR SINK
G.L.
GAS LINE
HB
WC
KITCHEN EQUIPMENT NUMBER: REFER TO KITCHEN EQUIP. DRAWINGS FOR DESCRIPTION.
CW
COLD WATER / CW STUB
HW
HW
HOT WATER / HW STUB
H.W.R.
HOT WATER RETURN
S.D.
STORM DRAIN
CD
C.D.
CONDENSATE DRAIN
--
--
--
--
--
F.C.O. W.C.O.
WALL CLEANOUT
FW
FW
FILTERED WATER
TW
TW
PREMIXED TEMPERATURE WATER
H.B.
HOSE BIBB
2
1
FLOOR SINK
FLOOR DRAIN (3")
1
FLOOR CLEANOUT
4"
4"
3"
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED HEAVY CAST IRON COVER.
JOSAM / MODEL: 56000
GPD GROUP
WADE / MODEL: 6000Z
2"
--
--
--
LIGHT DUTY, ACID RESISTANCE, WHITE PVC FLOOR SINK W/ 12" SQURE WHIT PVC HALF GRATE AND STAINLESS STEEL DEBRIS BUCKET WITH LIFTING HANDEL.
SIOUX CHIEF / MODEL: 861-4PNDW
--
SIOUX / MODEL: 861-4-PND
6
--
PVC 12" SQUARE FLOOR SINK, 6" DEEP, WITH ALUMINUM DOME STRAINER AND NICKEL BRONZE HINGED TOP.
2
LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTOR AND 5" DIAMETER NICKEL BRONZE RING AND FASTENED GRATE
ZURN / MODEL: FD-2210
--
6
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
2"
--
--
--
2"
--
--
--
SIOUX CHIEF 842 OATEY 72000
--
WALL CLEANOUT
--
1
--
HOSE BIBB
1
WATER CLOSET
GREEN
1
URINAL
GREEN
1
LAVATORY
S
1
HAND SINK GREEN
S
--
--
--
--
--
--
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED HEAVY CAST IRON COVER.
JOSAM / MODEL: 56000 WADE / MODEL: 6000Z
--
--
--
--
--
--
CAST IRON CLEANOUT TEE WITH INLET/OUTLET SPIGOT AND THREADED BRASS PLUG, WITH STAINLESS STEEL ACCESS COVER.
JOSAM / MODEL: 58510 WADE / MODEL: 8560E
--
3/4"
--
--
--
2.5/1
NON-FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER, BRONZE CASING AND NICKEL BRONZE BOX.
JOSAM / MODEL: 71000 WADE / MODEL: 8600L
4"
2"
1/2"
--
--
4
2
GREEN
1-1/2"
3/4"
--
1-1/4"
1-1/2"
--
--
1/2"
2
1.5
1-1/2"
1-1/2"
--
--
1/2"
2
1.5
2"
--
5
5
WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE, ELONGATED BOWL, ADA COMPLIANT, 1.1 GPF, WITH OPEN FRONT SEAT LESS COVER, OLSENITE #95 OR EQUIVALENT. FLUSHOMETER TANK: SLOAN FLUSHMATE OR EQUAL. PROVIDE TANK COVER LOCKS. FLUSH LEVERS SHALL BE RIGHT HAND OR LEFT HAND AS REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDE REQUIREMENTS WHITE VITREOUS CHINA, WALL HUNG, TOP INLET, ADA COMPLIANT, 1/8 GPF, WITH WALL HANGER.
S.O.C.
SHUT-OFF GAS COCK
GI
MV
24. ALL WATER LINES SHALL BE FLUSHED PRIOR TO CONNECTING ANY FIXTURES OR EQUIPMENT.
B.V.
BALL VALVE
25. PROVIDE ESCUTCHEON PLATES AND SILICONE SEALANT AT ALL UTILITY PENETRATIONS INTO WALLS, CEILINGS, AND FLOORS. DO NOT USE CAULKS OR EXPANDING FOAMS FOR SEALANT.
C.W.
COLD WATER BELOW GRADE
S-1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS. FAUCET W/FOOT VALVE PER DETAIL 7/P6.0. BRAIDED WATER LINES, 0.5 GPM AERATOR
2
3
3"
MOP SINK
3-COMP. SINK
INDIRECT
2"
--
1/2"
1/2"
1/2"
1/2"
--
--
3
-/-
3
3
MOP SINK: AERO - 3MP-2121-6 W/ 48" HIGH S.S LEFT SIDE AND BACK-SPLASH. FURNISHED BY OWNER, INSTALLED BY GC. FAUCET: T&S #B2465, WITH VACUUM BREAKER, FURNISHED BY OWNER, INSTALLED BY GC.
FIXTURE UNIT
SLOAN WEUS 1000.1301-0.13-ES-S
------
SINK, FAUCET & DRAIN, GEN IV POWER SOAK STANDARD, GEN III IS AN OPTION FOR FRANCHISES ---
02/11/15
--
4
INDIRECT
PREP SINK
--
1/2"
1/2"
--
--
2
--
1
GREASE INTERCEPTOR
1
MIXING VALVE
GREEN
4"
--
--
--
--
1/2"
--
1/2"
--
--
--
--
--
MIDWEST TILE & CONCRETE PRODUCTS, INC. 1,000 GALLON 1,000 GALLON HEAVY DUTY GREASE TRAP. STEEL REINFORCE CONCRETE. PROVIDE WITH SAMPLE BOX.
--
THERMOSTATIC, 125 P516, 200VF BRONZE BODY, STAINLESS STEEL PISTON LINER, CHECK VALVES SIZE PER PIPE CONNECTIONS.
---POWERS SERIES LF495 LAWLER SERIES 310 LEONARD SERIES 170
WH
1
WATER HEATER
--
--
1
EXPANSION TANK
--
--
1"
1"
--
3/4"
--
--
--
--
--
--
GAS FIRED WATER HEATER, 98.5% THERMAL EFF., 120,000 BTUH INPUT, 60 GAL. STORAGE TANK, 138 GPH @ 100 DEG. RISE REC. RATE, 3" PVC FLUE & AIR INTAKE, ASME RTD TEMP. & PRESS. REL. VALVE, ELECTRONIC IGNITION SYSTEM AND ELETRONIC CONTROLS. Call 800-477-1953 Option #1 for National Account Price & Service
EXTERIOR CLEAN OUT
FU
AM. STD. "WASHBROOK" / 6590.525
A.S. COMRADE/ MODEL: 0124.131 WHITE VITREOUS CHINA, WALL HUNG, WITH CONCEALED ARMS SUPPORT, 4" CENTERS, WITH INTEGRAL BACKSPLASH, ADA ACCESSIBLE. FLAT GRID STRAINER. BRAIDED WATER LINES. CRANE "HARWICH" / MODEL: 1412V FAUCET: FURNISHED BY OWNER-INSTALLED BY G.C. SINGLE LEVER TYPE FAUCET, T&S #B-2460 (N-134), ADA COMPLIANT. SEE 8/P6.0 FOR LAV SUPPORT DETAIL, 0.5 GPM AERATOR --
PRESS-TEMPERATURE RELIEF VALVE
BACK FLOW PREVENTER
CRANE "ECONMISER" / MODEL: 31888
--
CHECK VALVE
BFP
KOHLER "HIGHLINE" / MODEL: K-3519
-S
SHUT-OFF GATE VALVE
E.C.O.
MANUFACTURER / MODEL NUMBER
SINK, FAUCET AND DRAIN
S.O.V.
P.T.R.V.
DESCRIPTION
--
FLOOR CLEANOUT OR CLEANOUT TO GRADE
C.V.
ET
AO SMITH / BTH 120 STATE / SUF 100 120 NE
ISSUED FOR CONST.
BFP
WATTS SERIES DET AMTROL SERIES ST
1
BACKFLOW PREVENTOR
--
--
VERIFY
--
--
--
-
REDUCED PRESSURE ZONE BACKFLOW PREVENTER, CAST BRONZE CONSTRUCTION WITH QUARTER TURN FULL-PORT BALL VALVES AND BRONZE STRAINER.
WATTS / MODEL: 009M2QTS WILKINS / MODEL: 975XLS FEBCO / MODEL: 860
SA
E
PLUMBING LEGEND DRAIN
1. IF GEN POWER SOAK SINK USED THEN ADD A MIXING VALVE TO SINK ABOVE SUSPENDED CEILING.
FIXTURE
NO.
D.F.U. TOTAL D.F.U.
1
SHOCK ARRESTOR
--
--
1/2"
--
--
--
--
COLD WATER
HOT WATER
F.U. C.W.
TOTAL C.W.
F.U. H.W.
TOTAL H.W.
STAINLESS STEEL CASING WITH STAINLESS STEEL BELOW, PRECHARGED WITH NITROGEN. SIZED PER PDI-WH201
WADE / SHOKSTOP JOSAM / MODEL: 75000 ZURN / SHOKTROL
C RO
HD
1
1
REVERSE OSMOSIS
HUB DRAIN
INDIRECT
3"
--
2"
1/2"
--
--
--
--
--
--
2
--
--
WADE / SHOKSTOP
REVERSE OSMOSIS FILTER SYSTEM BY OWNER SEE TO DETAIL 9/P6.0
JOSAM / MODEL: 75000
CAST IRON DEEP SEAL P-TRAP WITH FUNNEL, NO-HUB OUTLET AND BRASS GASKETED CLEANOUT PLUG.
ZURN / SHOKTROL
CONTRACT DATE:
JOSAM / MODEL: 88213
BUILDING TYPE: LIVE MAS MEDIUM40
WADE / MODEL: 2453EF
PLAN VERSION:
JUNE 2014
2
4
8
2
4
--
--
URINAL
0
5
--
5
--
--
--
LAVATORY
2
1
2
1.5
3
1.5
3
TACO BELL
HAND SINK
2
2
4
1.5
3
1.5
3
1209 RECKEWEG RD. FORT WAYNE, IN
PREP SINK *
1
--
--
2
2
2
2
3 - COMPARTMENT SINK *
1
--
--
3
3
3
3
2/1
--
--
2.5:1/1
3.5
--
--
FLOOR DRAIN
9
2
18
--
--
--
--
HUB DRAIN
2
2
4
--
--
--
--
FLOOR SINK
4
6
24
--
--
--
--
MOP SINK
1
3
3
2.25
2.25
2.25
2.25
RETHERMALIZER*
1
-
-
--
--
1.0
1.0
TOTAL
-
-
63
--
20.75
--
14.25
PROBABLE DEMANDS/ AND PIPE SIZING REQUIREMENTS:
COLD WATER: DRAIN: GW DRAIN: SAN HOT WATER:
20.75 FU = 20 GPM 41 DFU 22 DFU 14 .25 FU =17 GPM
ZURN / MODEL: Z-1019
SITE NUMBER:
310450 / 427473
STORE NUMBER:
2014088.06
LIVE MAS MEDIUM40
PLUMBING SCHEDULES AND NOTES
USE 1-1/2" CW SERVICE USE 4" SANITARY (MIN) USE 4" SANITARY (MIN) USE 1-1/4" HW SERVICE
P1.0
*FIXTURE HAS INDIRECT WASTE TO FLOOR SINK
F
09/08/14
WATER CLOSET
HOSE BIBB/WATER FILTRATION UNIT
KEYNOTE
01.30.15
WILKINS SERIES WXTP
27. PEX PLASTIC TUBING AND FITTING CAN BE USED AS AN OPTION, ALL INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SHALL COMPLY WITH SECTION 605.10.1 AND SECTION 605.10.2.
GENERAL NOTES
FLOOR SINK
L
S
SD
26. CVPVC SCHEDULE 40 WASTE PIPE CAN BE SUBSTITUTED FOR BLACK IRON WASTE PIPE WHERE ALLOWED BY LOCAL MUNICIPALITIES.
--
SANITARY VENT
V.
23. ALL WATER LINES SHALL BE RUN OVERHEAD U.O.N.
UR
GAS / GAS STUB
CW
22. THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. THEREFORE, VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR.
--
PLUMBING EQUIPMENT DESIGNATION
G
21. PROVIDE CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN, GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION.
WATER FU
ABOVE FINISHED FLOOR
G
20. FURNISH & INSTALL ALL BACKFLOW PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION. BACKFLOW DEVICES REQUIRING TESTING SHALL BE INSTALLED NO HIGHER THAN 5'-0" A.F.F.
WASTE FU
ZURN / MODEL: Z-1300
SOIL OR WASTE (GREASE WASTE)/WASTE STUB
19. COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS.
TEMP'D WATER
ZURN / MODEL: Z-1446-BP
GW
18. PRIOR TO COMMENCING WORK ON THIS PROJECT, VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY.
1
WCO 1
F.D.
SOIL OR WASTE (SANITARY)/ WASTE STUB
HWR
HOT WATER
ZURN / MODEL: Z-1400
SS
15. ALL FLOOR SINKS AND FLOOR DRAINS IN TRAFFIC AREAS SHALL BE INSTALLED FLUSH TO FLOOR SURFACE.
COLD WATER
CAST IRON
NEW
XXX
13. REFER TO MECHANICAL SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS.
FS
VITRIFIED CLAY PIPE
(N)
X-X 0000
EXTERIOR CLEANOUT
VENT
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
V.B.F.
A.F.F. 12. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR PLUMBING ROUGH-IN SCHEDULE & FOR ADDITIONAL WORK TO BE FURNISHED & INSTALLED BY CONTRACTOR. ALL ROUGH-IN PLUMBING AND FINAL CONNECTIONS TO KITCHEN EQUIPMENT SHALL BE MADE BY THE CONTRACTOR U.O.N.
FS
VENT THRU ROOF
A.C.P.
1
SOIL OR WASTE
ZURN / MODEL: Z-1400
V.T.R.
C.I.
8. PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION.
DESCRIPTION
Y.B.
V.C.P.
7. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE.
ECO
FIXTURE
PLUMBING SCHEDULE
A
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
E
1
ECO
ECO
WCO 1
6
S
1-1/2''
1 FS
1
1
2
4''VTR
2" VENT RUN UNDERGROUND
2''
8
FD
4''
1 RTU-2 ON ROOF
4''
1 2''
1
FD
2" VENT UP IN WALL
DEMARC
FD
2''V
13
ADT
3 1
SS
2 FS
S
2'' 1
5'-0"
4
BY PLUMBING CONTRACTOR
W
G
2"V
1
GW
11
1
FS 1
FD
1
FD
CD
HD
1
L
RTU-1 ON ROOF
4''
4''VTR
CD
ECO 1 (2-WAY)
1 C
8
1
14
GW
GW
5
WC
2''V
6
D
FD
6
1
BY SITE CONTRACTOR
4
S FCO
D
7
2''
4''
02/11/15
4
WCO 1 5
10
4''
15
SS
1-1/2''
3''
2-1/2'' FD
1
2-1/2''
FD
WC
1 4
3
S
2''
1
FD
ECO 1 (2-WAY)
9
2'' 2''
1 FS
1 HD S
B
1
2
1
12 1
01.30.15
1
WH
ECO
ECO
ISSUED FOR CONST.
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
WASTE & VENT PLAN A. NO ROOF PENETRATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN FOR LOCATIONS. B. 3" PVC EXHAUST DUCT
REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES.
1
2
PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO FS, PROVIDE AIR GAP PER LOCAL CODE. SEE 11/A6.4
C. SEE ARCHITECTURAL PLANS FOR DOWNSPOUT LOCATIONS D.
MANUFACTURER
3
PROVIDE WASTE LINES FROM BEVERAGE UNIT TO FS, PROVIDE AIR GAP PER LOCAL CODE. SEE 11/A6.4
4
PROVIDE 3/4" COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TO OUTFALL AT HUB DRAIN (HEAT ROPE IS SUPPLIED WITH FREEZER CONDENSATE).
5
PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUN ABOVE CEILING TO MOP SINK. PIPING SHALL SLOPE 1/4" PER FOOT AND SHALL BE INSULATED WITH 1" CLOSED CELLULAR INSULATION. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR PIPE SIZES.
VERIFY WITH THE LOCAL BUILDING AUTHORITY THAT CONDENSATE DRAINAGE CAN BE ROUTED TO THE MOP SINK.
WATER HEATER 1/2" VINYL OR PVC CONDENSATE DRAIN. MUST INCLUDE LOOP AIR TRAP. 1/4"/ FT MIN. SLOPE WATER HEATER PLATFORM
6
TOP OF LOOP MUST BE BELOW BOTTOM OF EXHAUST ELBOW. HUB DRAIN/FLOOR SINK NOT TO EXCEED 1" A.F.F.
WATER HEATER CONDENSATE DETAIL
UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON PIPE FOR THE FIRST 10 FEET FROM CONNECTION TO FLOOR SINK FS-2, OUTWARD.
1" = 1'-0"
E
WASTE & VENT PLAN NOTES
C
1/4"=1'-0"
STORE NUMBER:
2" VENT FROM GREASE INTERCEPTOR. SEE CIVIL DRAWINGS FOR CONTINUATION.
8
4" VENT UP THROUGH ROOF.
9
PIPE 3-COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE.
2014088.06
A TACO BELL
10
1-1/2" CONDENSATE DRAIN DOWN FROM RTU-1. SEE DETAIL 13 ON DRAWING P6.0.
11
1-1/2" CONDENSATE DRAIN DOWN FROM RTU-2. SEE DETAIL 13 ON DRAWING P6.0.
12
1-1/2" CONDENSATE DRAIN PIPE DOWN TO MOP SINK. PROVIDE AIR GAP AS REQUIRED BY CODE. IF REQUIRED RUN CONDENSATE PIPING TO EXTERIOR DRYWELL, RETENTION AREA OR STORM SEWER AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION.
13 14 15
1209 RECKEWEG RD. FORT WAYNE, IN
RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL OP'G. TO OUTFALL AT FS BENEATH D/T DRINK MACHINE. SEE DETAIL 11/A6.4
LIVE MAS
4" GREASE WASTE TO GREASE INTERCEPTOR. SEE CIVIL DRAWINGS FOR CONTINUATION.
MEDIUM40
4" WASTE PIPING TO SANITARY SEWER. SEE CIVIL DRAWINGS FOR CONTINUATION.
ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND OUTBOUND FROM INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40 PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. UNLESS NOTED OTHERWISE (SEE KEY NOTE #1).
7
310450 / 427473
WASTE AND VENT PLAN
P2.0 KEY NOTES
B
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
E
TW
GAS METER, REGULATOR, VALVES, BRACKETS, ETC. AS REQUIRED BY LOCAL GAS CO. SEE CIVIL PLANS FOR CONTINUATION.
ADT
2''
2''
1-1/2'' CW
3/4'' RTU-2 ON ROOF
DEMARC
G
D 2" GAS RISER
1/2''
G
TW
FW
CW HW
HW
CW
1/2''
CW
1''
HW
CW
TW
3/4''
CW
RTU-1 ON ROOF
C
1''
02/11/15
1-1/4'' HW
G G
2''
G
1-1/4''
HW
1''
1-1/4'' B
ISSUED FOR CONST.
01.30.15
1" IRRIGATION WATER SERVICE. FOR CONTINUATION, SEE CIVIL DRAWINGS. 1 1/2" DOMESTIC WATER SERVICE. FOR CONTINUATION, SEE CIVIL DRAWINGS. A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER: 12
10
11
9
8
7
6
5
4
3
2
1
WATER & GAS PLAN A.
FULL SIZE BYPASS
B. 1-1/2"
1-1/2"
SHUT OFF VALVE (TYP.)
RPZ BACKFLOW PREVENTER TO DRAIN
DOMESTIC WATER 1"
16
3/4" CW DOWN IN WALL TO EXTERIOR HOSE BIBB.
2
1-1/4" GAS DOWN TO WATER HEATER WITH GAS COCK, DIRT LEG AND UNION.
17
NO ROOF PENETRATIONS PERMITTED WITHIN THE ROOF "WATER VALLEYS", REFER TO ROOF PLAN FOR LOCATIONS.
3
1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK.
BUNDLED SYRUP LINES TO BEVERAGE DISPENSERS S-533 & S-530 AND FILTERED WATER LINES TO ICE MAKERS S-511 AND FROZEN BEVERAGE DISPENSER S-543. SEE DRAWINGS A2.0, P5.0, AND 19/A6.4
4
1" HOT AND 1" COLD WATER LINES DOWN TO WATER HEATER.
18
1-1/2" GAS DOWN ALONG WALL TO TACO BELL COOKING EQUIPMENT.
5
1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK.
19
1" GAS DIRT LEG W/ GAS COCK TO COOKING EQUIPMENT. PROVIDE FLEXIBLE GAS HOSE KIT FOR CONNECTION TO COOKING EQUIPMENT.
6
1/2" COLD AND HOT WATER LINES DOWN IN WALL TO THREE COMPARTMENT SINK.
20
3" PVC EXHAUST AND INTAKE FLUES FROM WATER HEATER, PIPE THROUGH ROOF AS RECOMMENDED BY MANUFACTURER TO LOCATIONS SHOWN ON SHEET M2.0. SEE DETAIL 2/P6.0.
FLUSH ALL WATER SUPPLY LINES OF ALL DEBRIS AND IMPURITIES PRIOR TO CONNECTING TO WATER FILTERS.
7
1/2" COLD WATER 2'-0" A.F.F. . CONNECT TO WATER FILTER FOR HOT WATER SYSTEM P-450. PROVIDE SHUT-OFF VALVE PRIOR TO CONNECTION TO TO WATER FILTER.
F.
PROVIDE REDUCED PRESSURE BACKFLOW TO SERVE CARBONATOR, DRAIN RELIEF TO HUB DRAIN WITH AIRGAP
8
1/2" COLD AND HOT WATER DOWN IN THE WALL TO MOP SINK.
9
1/2" CW DOWN IN WALL TO FLUSH TANK WATER CLOSET .
10
WATER METER, REDUCED PRESSURE BACKFLOW PREVENTER AND PRESSURE REGULATOR LOCATED PER LOCAL UTILITY REQ'S. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER AND METER. PIPE RELIEF TO HUB DRAIN. PIPE RELIEF TO FLOOR SINK. SEE DETAIL ON THIS SHEET. VERIFY LOCATIONS WITH CIVIL DWGS.
1"
METER STRAINER
RPZ BACKFLOW PREVENTER
SHUT OFF VALVE (TYP.) TO DRAIN
E
WATER ENTRY DETAIL
N.T.S.
D
WATER & GAS PLAN NOTES
C
1/2" HOT WATER DOWN IN WALL TO TB RETHERMALIZER. PROVIDE SHUT-OFF VALVE OUTSIDE OF WALL FOR CONNECTION TO RETHERMALIZER.
22
RUN GAS PIPE 18" A.F.F. WITH DIRT LEGS FOR GAS HOSE KITS TO COOKING EQUIPMENT.
23
1/4" FILTER WATER PIPE DOWN IN UTILITY CHASE OF DRY PRODUCTION LINE. PROVIDE SHUT-OFF VALVE ON FW PIPING IN CEILING NEAR CHASE.
24
1/2" COLD WATER TO REVERSE OSMOSIS FILTER P-305 AND 1/2" FILTER WATER FROM REVERSE OSMOSIS FILTER. PROVIDE SHUT-OFF VALVE ON CW PIPE PRIOR TO CONNECTION TO FILTER.
1-1/4" GAS UP TO RTU-1 WITH DIRT LEG, GAS COCK, UNION.
12
1/2" TEMPERED WATER LINES DOWN IN WALL TO LAVATORY.
13
3/4" CW DOWN ALONG WALL TO WATER FILTER S-286.
25
1-1/2" COLD WATER TO AND FROM WATER SOFTNER. B600 PIPE WATER SOFTNER DISCHARGE TO NEAREST HUB DRAIN.
14
WATER HEATER (WH-1). PIPE CONDENSATE LINE. T&P DISCHARGE AND DRAIN PAN TO HUB DRAIN. SEE WATER HEATER DETAIL 2/P6.0.
26
BACKFLOW PREVENTER METER FOR IRRIGATION. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER AND METER. PIPE RELIEF TO HUB DRAIN. VERIFY LOCATIONS WITH CIVIL DWGS. SEE DETAIL ON THIS SHEET.
15
EMERGENCY GAS SHUT OFF VALVE LOCATED BELOW CEILING.
KEY NOTES
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
21
11
IRRIGATION WATER
NOT USED
TACO BELL
1-1/2" GAS UP TO RTU-2 WITH DIRT LEG, GAS COCK, UNION.
E.
2014088.06
A
1
D. REFER TO SHEET P5.0 FOR WATER AND GAS ISOMETRIC DRAWINGS. STRAINER
STORE NUMBER:
WATER DISTRIBUTION PIPING IS SHOWN ABOVE FINISH CEILING. UNDER SLAB DISTRIBUTION ALLOWED AT CONTRACTOR OPTION. COORDINATE ALL DETAILS.
C. REFER TO SHT P4.0 FOR ROUGH-IN LOCATIONS.
METER
1/4"=1'-0"
310450 / 427473
B
WATER AND GAS PLAN
P3.0 PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
F
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
1 FCO
FS
2
C-107
C-016
1
1 FD 1
E 17'-6"
S
FD
1 WC
FD
1
FD
1 FCO
1
1 FD
1 FS
S
FD
1 1 HB FS
1
1
L
1
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
15'-5" 13'-321"
23'-1/2"
1'-3"
S-513 20'-10"
10'-0"
1
7'-021"
S
P-250
1
FD
1
FCO
1
14'-10"
10'-0"
10'-0"
P-452
FCO
13'-9-1/2"
1'-6"
1'-6"
1'-6"
3'-3"
1'-7" 16'-5" 6'-821"
4'-821"
1'-0"
G
1'-0" 1
1
FD
FD
1
S
3
S-286
22'-10"
B
ISSUED FOR CONST.
01.30.15
3'-521"
2 S
HD
1 FS
1
1 WC
HD
1 L
1
1 L
WH
1 FD
B-215
1 WC
1
FD
1
8'-7"
FACE OF WALL
25'-1"
FD
1'-121"
1
02/11/15
1
4'-10"
7'-11-1/2" 7'-3"
5'-11"
FD
1
7"
8'-11"
1
1
C
7'-1121"
2
FD
FS
2'-4"
9'-1 1/2"
1
FS
4 1
HD
9'-7" WC
S FS
FD
12'-7-1/2"
1
1
1021"
8'-5"
VTR WC
D FD
12'-7"
1
9'-221"
FD
10'-0"
10'-5"
1
29'-0"
VTR
ADT
FS
23'-11-1/2"
14'-6"
DEMARC
1
G
P-452
FS
G
5'-6"
1
5'-6"
HB
8"
26'-7-1/2""
A CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER: 12
10
11
9
8
6
7
5
4
3
2
PLUMBING ROUGH-IN PLAN EQUIP #
EQUIPMENT ITEM
TYPE
ELEVATION
REMARKS
EQUIP #
EQUIPMENT ITEM
S
3
3-COMPARTMENT SINK FAUCET
S
4
PREP SINK
S
4
PREP SINK FAUCET
TYPE
ELEVATION
CW/HW +38" A.F.F W
REMARKS
--
CW/HW +38" A.F.F
--
FS
1
FLOOR SINK
--
FD
1
FLOOR DRAIN
--
HD
1
HUB DRAIN
--
WH
1
WATER HEATER
CW
WH
1
WATER HEATER
G
+15" A.F.F.
--
WC
1
WATER CLOSET FLUSH VALVE
CW
+29" A.F.F
BOTH HANDICAP AND REGULAR
S-513
ICE MAKER
FW
-
UR
1
URINAL FLUSH VALVE
CW
+47" A.F.F.
WALL MOUNTED
C-107
RETHERMALIZER
HW
+8" A.F.F.
UR
1
URINAL WASTE STUB
W
+16-1/2" A.F.F.
WALL MOUNTED
C-107
RETHERMALIZER
G
+12" A.F.F.
L
1
LAVATORY
TW
+20" A.F.F.
--
C-016
SINGLE OPEN FRYER
G
+12" A.F.F.
L
1
LAVATORY WASTE LINE
W
+16-1/2" A.F.F.
--
S
1
HAND SINK
TW
+18" A.F.F
RIM OF LAV @ +2'-8" A.F.F.
S
2
MOP SINK
W
-6" A.F.F.
S
2
MOP SINK FAUCET
S
2
MOP SINK FAUCET
S
3
3-COMPARTMENT SINK
ALL DIMENSIONS TO FLOOR SINKS, FLOOR DRAINS AND HUB DRAINS ARE TO CENTER OF FIXTURE.
*
CHILLED & FILTERED.
--
PLUMBING ROUGH-IN PLAN
FLOOR CLEANOUT WALL CLEANOUT
+94" A.F.F.
INLET TO & OUTLET FROM FILTER
CW/HW +36" A.F.F
--
P-250
UTILITY CHASE FOR M.A.P.S. LINE
FW
CLG.
STUB AT CLG.
CW/HW +42" A.F.F
CLOSET MOP SINK ONLY
P-452
FILTER FOR HOT WATER SYSTEM
CW
+24" A.F.F.
+19" A.F.F
HUB DRAIN WASTE OUTLET
CW
FILTERED WATER
P4.0
VENT UP FROM UNDER SLAB
-WATER LINE THRU FLOOR.
PLUMBING ROUGH-IN SCHEDULE
1209 RECKEWEG RD. FORT WAYNE, IN
MEDIUM40
VIA SYRUP BUNDLE
WATER FILTER SYSTEM
TACO BELL
LIVE MAS
FLOOR SINK
S-286
2014088.06
A
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE LOCATION OF ALL PLUMBING ROUGH-INS WITH INFORMATION PROVIDED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND THE EQUIPMENT ACTUALLY SUPPLIED AND TO CONFIRM THE CORRECTNESS OF ANY DIMENSIONS INDICATED HEREIN.
GAS FLOOR DRAIN
1/4"=1'-0"
STORE NUMBER:
2.
TEMPERED WATER G
RECESSED IN FLOOR
W
COLD WATER
--
+19" A.F.F
1.
HOT WATER
1
310450 / 427473
D
SYMBOL LEGEND
C
PLUMBING ROUGH-IN NOTES
B
PLOT DATE:
3" VTR HB
3/4"
4 1
MV
1
ECO
1
1/2"TW 1-1/2" CONDENSATE FROM RTU-1
3/4" S
1
2"V
2"V
2"V
GPD GROUP
1
FS
2
1/2"
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
1/2" CW 1" CW WC
FCO
4 1/2"
4"
11
13
1/2"TW
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
1
2"V
1
MV
WCO 1 1 S
1
2" V
1/2"HW
1/2"
1
FD
4"
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
FD
4"
1
2"
2 1
L
3/4"HW 1"CW S
1
L
WC
2
2
4"
1 1/2"HW
4 MV WC
1
1"
1/2"
FD
14
1/2"CW
HB
1
1
4
WC
4" 2-1/2" V
FS
1
2"V 3" 2" V
1-1/2" V
2" V
9
1-1/2" CW
2 WH
1
S
1
2"
FD
2" V
4"
2"V
2"
4"
2
1
FS
4"
2-1/2" V 1 FD
S
S
FD
2"V
1
1-1/2" CW
1" CW
1-1/2"V
4"
1
ET
2"V
2"V
2" V
2" V S
4"
2"V
1
3
3/4"
4" 4" 4" VTR
FD
1
2
2" V
1/2"
1"HW
FS
1
L
L
RO 1 12
3/4" CW
4"
P-452
1-1/4"
3
1
14
P-452 S
1-1/2" CONDENSATE FROM RTU-2 2"V
3/4"HW 1-1/4"
ECO
1
FD
WCO 1
1
FD
4"
4"
1/2"
1"CW
1-1/4"
4"
1-1/2" V
4"
1/2"CW
1
1
HD
1
1 ECO 1 (2-WAY)
4"
3/4"
ECO
1
HD
1
4"
4"
1 S-286
ECO
ECO 1 (2-WAY)
1
4" B-600
02/11/15
1
BFP 1-1/2" INCOMING DOMESTIC WATER
5 1" WATER FOR IRRIGATION TO BE CONTINUED BY IRRIGATION CONTRACTOR
WATER ISOMETRIC(SIMILAR)
N.T.S.
4
WASTE AND VENT ISOMETRIC(SIMILAR)
N.T.S.
1
7 RTU
1 ISSUED FOR CONST.
(150 CFH)
01.30.15
FILTERED EQUIPMENT AND LINES:
F3
F2
F3
F1 1 F
S-286 - WATER FILTER
F2
10
FILTERED LINE (COLD WATER)
F1
7 RTU
DIRT LEG (TYPICAL)
2
* S-513 * S-513 1 1/2"
10
S-513 - ICE MAKER - ABOVE DRIVE-THRU BEVERAGE DISPENSER *
S-546
(250 CFH)
1-1/4"
S-513 - ICE MAKER - ABOVE SELF-SERVE BEVERAGE DISPENSER * S-285 - DRIVE-THRU BEVERAGE DISPENSER *
S-284 * S-285 * S-639 *
S-284 - SELF-SERVE BEVERAGE DISPENSER *
3/4" COLD WATER
S-546 - ICED TEA BREWER S-639 - FROZEN BEVERAGE DISPENSER *
S-286
6
CONTRACT DATE:
1-1/2"
BUILDING TYPE: LIVE MAS MEDIUM40
*
1-1/2"
FILTERED WATER SUPPLIED VIA SYRUP BUNDLE. REFER TO 11/P6.0. SEE SCOPE OF WORK FOR RESPONSIBILITIES.
RTU-2
250 CFH
WH-1
120 CFH
RETHERMALIZER
TOTAL DEMAND BASIS OF DESIGN
DUAL FRYER C-046 (160 CFH)
150 CFH
C-046
310450 / 427473
STORE NUMBER:
GAS DEMAND SCHEDULE
DUAL FRYER
JUNE 2014
PLAN VERSION: SITE NUMBER:
RTU-1
09/08/14
160 CFH 110 CFH
FILTERED WATER ISOMETRIC 1 1"
1-1/2"(270)
1-1/2"(400) 1"
DIRT LEG (TYPICAL)
RETHERMALIZER (110 CFH TOTAL) C-107
2
1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK / LAVATORY.
3
1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK .
4
THERMOSTATIC MIXING VALVE.
5
REDUCED PRESSURE BACKFLOW PREVENTER PER LOCAL UTILITY REQ'S. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER. VERIFY LOCATIONS WITH CIVIL DWGS.
6
EMERGENCY GAS SHUT-OFF VALVE (NORMALLY CLOSED) SHALL BE ELECTRIC SOLENOID TYPE WITH SPRING RETURN AND 24 VOLT ACTUATOR, SUITABLE FOR USE ON GAS PIPING SYSTEMS. VALVE SHALL BE ACTIVATED BY ANY OF THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM. PROVIDE RELAYS AS REQUIRED TO ACTIVATE SHUT-OFF VALVE.
2"(520) 790 CFH = 790,000 BTUH 2" (790CFH)
PIPE SIZE BASED ON 150' OF PIPE AND 7" W.C.
7'' W.C. GAS METER BY LOCAL UTILITY.
7
FACTORY GAS PIPING AT ROOF TOP UNIT FOR THROUGH THE BASE PIPE CONNECTION. SHUT-OFF VALVE SHALL BE LOCATED OUTSIDE OF THE UNIT.
8
PROVIDE NO HUB CAST IRON PIPE FOR FIRST 10 FEET OF PIPE FROM CONNECTION TO FLOOR SINK FS-2
9
PIPE T&P RELIEF VALVE TO HUB DRAIN, RUN FULL SIZE PIPE FROM VALVE WITH TYPE "K" COPPER TUBING.
1 1/4" WH
1
ENTIRE RUN OF DRAIN LINES ON INLET TO GREASE TRAP SHALL BE SCHEDULE 40 PVC OR NO HUB CAST IRON AS REQUIRED BY CODE.
N.T.S.
10
GAS SHUT-OFF VALVE IN CEILING SPACE BY G.C.
11
1/2" HOT WATER PIPE DOWN IN WALL. PROVIDE SHUT-OFF VALVE OUTSIDE OF WALL FOR CONNECTION TO TB RETHERMALIZER.
12
1/2" COLD WATER CONNECT TO REVERSE OSMOSIS FILTER AND 1/2" FILTERED WATER FROM REVERSE OSMOSIS FILTER. PROVIDE SHUT-OFF ON CW PIPE PRIOR TO CONNECTION TO FILTER.
13
1/2" FILTERED WATER FROM REVERSE OSMOSIS FILTER DOWN IN UTILITY CHASE OF M.A.P.S. LINE. PROVIDE SHUT-OFF VALVE ON FW PIPE IN CEILING NEAR UTILITY CHASE.
14
1/2" COLD WATER TO HOT WATER SYSTEM FILTER.
15
TEE OFF 3/8" LINE FROM DRIVE THRU BEVERAGE DISPENSER FILTERED WATER SUPPLY. SEE DETAIL 16/P6.0.
2
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
RISER DIAGRAMS
(120CFH)
GAS ISOMETRIC
N.T.S.
5
P5.0 KEYNOTES
3
PLOT DATE:
WATER TO CHEESE MELTER
FULL SIZE VENT TO ATMOSPHERE
GATE VALVE
1
6"
3"
4"
CHECK VALVE (TYP)
TEST PORT
PRESSURE GAUGE
WATER FROM WATER SOFTENER PRIOR TO WATER HTR.
RETURN CONDENSATE DRAIN LINE THROUGH CURB OR THROUGH THE SINGLE MEMBRANE ROOF W/ MFR. APPROVED BOOT FLASHING. CONNECT TO MAIN ABOVE CEILING AND TERMINATE 2" ABOVE RIM OF MOP SINK. INSULATE ALL PIPING BEYOND THIS PENETRATION
PREFILTER CARTRIDGE
R.O. MEMBRANE
STORAGE TANK
REMOTE ROOFTOP CONDENSER
REFRIGERANT LINES
REFRIGERANT LINES
N.T.S.
WASTE WATER INDIRECT TO FLOOR SINK/HUB DRAIN
13
REVERSE OSMOSIS SYSTEM
SYRUP LINE "T" SPLICES SHALL BE DONE BELOW THE D/T DRINK TABLE. ONCE SYRUP LINES HAVE BEEN SPLICE COMBINE 14 SYRUP LINES, 3 WATER LINES AND 1 Co2 LINE AND RUN TRHOUGH IN-WALL OPENING TO THE SELF SERVE DRINK STATION AND CONNECT LINES AS SHOWN.
1. ROOF 2.
3.
4. CEILING 6 FRUITISTA MACHINE
ICE MACHINE
8
6
8
DRINK DISPENSER
5
5.
5
BUNDLES OF 6 WATER LINES AND 1 Co2 LINE
2
4
6. TYPICAL FOR 6 LINES
9
ICE TEA BREWER
DRINK DISPENSER
7.
3
CITY WATER SUPPLY
1 I C E
8. 9.
9 DRINK COUNTER 2 4A
13 11
4B
12
4C 1 7 CARBONATOR MOTOR
SYRUP SYRUP SYRUP
9
BULK CO2 TANK WATER FILTER
ICEMAKER DRAIN
DISPENSER DRAIN
SEE DETAIL SCOPE OF WORK FOR SCOPE DEFINITIONS.
14 - 3/8" SYRUP LINE BUNDLE
3
S639
7
THE FILTER MUST BE PROTECTED AGAINST FREEZING. WATER HEATER B223
3
P452
Nxxx
WATER HEATER PLATFORM PROVIDED BY W.H. MANUFACTURER.
3
FINISHED FLOOR
4
THERMAL EXPANSION TANK BY WATTS - SEE PLUMBING SCHEDULE - STRAP AND SUPPORT TO WALL
5
SCHEDULE 40 PVC, MINIMIZE TURNS AND TRANSITIONS.
6
GAS COCK VALVE WITH FULL SIZE DIRT LEG
7
3/4" DRAIN WITH VALVE & CAP
8
COMBINATION TEMPERATURE AND PRESSURE RELIEF PER LOCAL CODE
9
RUN T&P DISCHARGE FULL SIZE TO HUB DRAIN
P311
10
22" DEEP HEAT TRAP
RETHERMALIZER
C107
11
AIR INTAKE W/ INTERNAL INSECT SCREEN PROVIDED BY MFR.
12
SUPPORT VENT PIPE RUNS EVERY 5'-0" VERTICALLY AND EVERY 3'-0" HORIZONTALLY.
13
OUTLET THERMOMETER PROVIDED BY MFR. LOCATE WITHIN 12" OF W.H. OUTLET.
14
SEE DETAIL 7/P6.0 FOR SCHEDULE OF ITEMS PROVIDED BY W.H. MFR.
15
DRAIN PAN TO HUB DRAIN.
16
P-TRAP AND LINE TO DRAIN PROVIDED BY MANUFACTURER. LEAVE AIR GAP BETWEEN BOTTOM OF TRAP AND DRAIN.
FLOW ARROW
KITCHEN EQUIPMENT # (SHEET A2.0) SYSTEM
POINT OF CONNECTION (GC)
WATER FILTRATION SCHEMATIC
N.T.S.
6
WATER HEATER
NOTE: 1/2" PIPING SHALL BE HARD COPPER LINE, OR BRAIDED STAINLESS HOSE. SOFT COPPER IS NOT ACCEPTABLE.
THERE ARE TWO SELF-SERVE DRINK/ICE SYSTEMS WHICH SHARE A COMMON FLOOR SINK WITH THE D/T DRINK/ICE SYSTEM.
N.T.S.
2
FILTER LINE F1 SUPPLIES BUNDLED TUBE BY PEPSI
FILTER LINE F2 SUPPLIES BUNDLED TUBE BY PEPSI
1. DRIVE THRU DRINK STATION 2. SELF SERVE DRINK STATION
1. ICE MACHINES
ISSUED FOR CONST.
4
5
BUNDLED TUBING CEILING PENETRATION. SEE DETAIL 18/A6.4
7
PRE-SET Co2 REGULATOR
6
STAINLESS CHASE SURFACE MOUNTED FROM CEILING TO TOP OF ICE MACHINE
8
SURFACE MOUNTED S.S. CHASE; ONE FOR EACH BUNDLE. SEE DTL. 15/A6.4
9
10
WATER BOOST MODULAR FILTRATION (WBMF) SYSTEM
3"
2
1/2" COPPER LINE FROM MIXING VALVE ABOVE 1/2" SWEAT W/ 1/2" MALE ADAPTER
F2
F1
1/2" HARD COPPER LINE TO SINK 1/2" WALL STRAP
3/8" SHUT OFF VALVES BARB FITTINGS. TYP @ ALL"Y"s
11
DRINK SYSTEM BUNDLED TUBING. SEE DETAIL 12/P6.0
CO2 LINE TO D/T DRINK DISPENSER
3/8" FILTERED WATERLINE - ICE TEA, FRUITISTA, DRINK MACHINES & ICE MACHINES
12
13
3/8" LINE FOR PRESSURIZE FILTERED WATER
N.T.S.
11
1/4" X 3" TAPCON HEX HEAD SCREW 1/2" SWEAT W/ 1/2" MALE ADAPTER
FOOT PEDAL
N.T.S.
DRINKING
SITE NUMBER: STORE NUMBER:
2014088.06
TACO BELL
KEY NOTES:
LAVATORY
1
3/4" COLD WATER INLET TO 1/2" COPPER LINE AND FITTINGS AT FILTER.
2
3/4" OUTLET W/ INTEGRAL BACKFLOW PREVENTER, EQUAL TO WATTS REGULATOR CO. SERIES 007 AND SERVICE BALL VALVE.
3/8" FILTERED WATER LINE
LIVE MAS MEDIUM40
GENERAL NOTES:
APPROX. 421" DIA.
DRINK SYSTEM SCHEMATIC DETAIL
N.T.S.
16
WATER & Co2 BUNDLE
APPROX. 721" DIA
FLOOR MOUNT UPRIGHT SUPPORT
1. 2. 3.
4x4 WELDED BASE PLATE W/ (4) 1/2" HILTI KWIK BOLT II OR EQUAL
4. 5. 6.
FINISH FLOOR YMF003
FILTERED WATER AND CO2 LINES VIA SYRUP BUNDLE
SEE 11/P6.0 FOR PLUMBING CONNECTIONS OF ADDITIONAL EQUIPMENT TO FILTER SYSTEM.
TPS024
3/8" CO2 LINE
310450 / 427473
1209 RECKEWEG RD. FORT WAYNE, IN
3/8" x 1/4" SHUT OFF VALVE
IF TUBES ARE EXPOSED, PROVIDE STAINLESS STEEL WALL COVER
JUNE 2014
PLAN VERSION:
7
WALL
Co2
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
1
9 FLAVORS & 5 LINES FOR FUTURE
CARB PUMP FROZEN BEVERAGE DISPENSER
CONTRACT DATE:
SINGLE FOOT PEDAL
ELECTRICAL FOR DRINK SYSTEM. SEE SHEET E3.0
ICE MAKER
FILTERED WATER LINE TO D/T DRINK DISPENSER
01.30.15
WB2-M3-22-003
1/2" SWEAT/ 3/8" COMPRESSION
1/2" SWEAT ELBOW 3/8" FILTERED WATER LINE TO DINING & DRIVE THRU A. WATER LINE TO ICE MACHINE B. WATERLINE TO WATER DISPENSER VALVE C. WATERLINE TO CARBONATOR
02/11/15
1/2" ANGLE STOP VALVE
BACK ROOM
DRINK SYSTEM SCHEMATIC
TEE OFF FROM D/T DRINK DISPENSER CO2 LINE AND RUN TO FBD
2
PREP LINES
POINT OF CONNECTION (PEPSI)
EQUIPMENT RATING: ED250 DISPENSER - 115V, 3.5 AMPS ED300 DISPENSER - 115V, 4.0 AMPS CARBONATOR - 115V, 60 Hz, 7.0 AMPS BOOSTER ASSEMBLY - 115V. 60 Hz, 6.5 AMPS
BAG N BOX RACK
DRIVE THRU
1/2 X 3/8 X 3/8 "Y"
TEE OFF FROM D/T DRINK DISPENSER FILTERED WATER LINE AND RUN TO FBD
FLUE THRU ROOF - SEE DETAIL 12/A6.0
N043
LEGEND
SEE THE EQUIPMENT PLAN FOR LOCATION. SEE DETAIL 12 THIS SHEET FOR BUNDLE DETAILS
1
POWER SOAK @ 3 COMP. SINK
UTILITY - GENERAL KITCHEN (HOT)
DO NOT INSTALL WHERE LINE PRESSURE EXCEEDS 125 PSI OR WHERE TEMPERATURE EXCEEDS 100 F.
2
P311
UTILITY - TOILET ROOMS / GENERAL KITCHEN (COLD)
USE ONLY TEFLON (HIGH-LOW TEMPERATURE) TAPE TO SEAL THREADED PARTS; NO PIPE DOPE.
9
14
SYRUP BUNDLE
DRINK MACH. BUNDLE CONFIG.
NTS
12
LAVATORY SUPPORT
N.T.S.
8
7.
OVERALL DIMENSIONS 21" WIDE x 12" DEEP x 48 1/2" HIGH SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION. INSTALLATION MUST COMPLY WITH STATE OR LOCAL PLUMBING CODES. THE UNIT MUST BE PROTECTED AGAINST FREEZING. USE ONLY TEFLON (HIGH-LOW TEMPERATURE) TAPE TO SEAL THREADED PARTS; NO PIPE DOPE. DO NOT INSTALL WHERE LINE PRESSURE EXCEEDS 125 PSI OR WHERE TEMPERATURE EXCEEDS 100 F. SEE SHT. A2.0 FOR LOCATION.
PLUMBING DETAILS TPW001
2
FROZEN BEVERAGE DISPENSER
BUNN HOT WATER
IN-LINE POLY FILTER
INSTALLATION MUST COMPLY WITH ANY STATE OR LOCAL PLUMBING CODES.
TPS030
1
S546
8
16
ROUGH-INS SHALL BE PROVIDED BY THE CONTRACTOR.
KEY NOTES: 3/8" Co2 LINE
ICED TEA BREWER
1"
CHEESE MELTER
OVERALL FILTER DIMENSIONS: 21" WIDE x 12" DEEP x 48 1/2" HIGH
NOTE INSTALL ELECTRICAL, WATER, AND DRAIN IN ACCORDANCE WITH ALL LOCAL, STATE & FEDERAL CODES.
SYRUP SYRUP SYRUP
FLOOR SINK
DINING ROOM
S570
WALL
CO2 SECONDARY REGULATOR 90-100 PSI
3 SYRUP SYRUP SYRUP
OPENING IN WALL FOR DINING ROOM DRINK DRAIN LINE. SEE 11/A6.4
CARBONATOR 2
ALL WORK THIS DETAIL PER DETAILS 6, 11 & 12/P6.0
SYRUP SYRUP SYRUP
7 CARBONATOR MOTOR
S570
6
11. BACKFLOW PREVENTERS FOR FILTER ASSEMBLY ARE PROVIDED.
4C 1 3 9
CARBONATOR 1
G
S284
FACE OF SINK
4B
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
10
1" T
15
4A 1 12
S285
DRY PRODUCTION LINE
10. "Y" FOR ICE MACHINES SUPPLY LINES SHALL BE INSTALLED @ FILTER OUTLET.
3/8" SHUT-OFF VALVE WATER REGULATOR 60PSI
3
2
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
YMF001
1
1/2 I.D. LINE
DRINK COUNTER
13
9
GENERAL NOTES: 10
ICE MACHINE
N.T.S.
SEE 11/P6.0 FOR PLUMBING CONNECTIONS OF ADDITIONAL EQUIPMENT TO FILTER SYSTEM.
DRIVE-THRU DRINK SYSTEM SELF-SERVE DRINK SYSTEM
R.O. SYSTEM
REMOTE ROOFTOP CONDENSER
RTU CONDENSATE
YMR008
YMF002
SEE WASTE PLAN FOR CONDENSATE LINE BELOW ROOF
17
N.T.S.
1"
5 12
DOMESTIC CW
TEMPERING VALVE
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
4
REMOVABLE THREADED CAP FOR CLEAN-OUT & WINTER DRAINING
DOMESTIC HW
S513
13
CD 1/2" LINE
SELF-SERVE ICE MACHINE
1
SHUT-OFF VALVE
FILTER
MV
EQUIPMENT CURB
S513
SERVICE CLEARANCES 18" TOP 4" SIDES 24" FRONT
11
YMF023
THERMOMETER
DRIVE-THRU ICE MACHINE
TPS032
RTU
VALVE MANIFOLD
PRESSURE REGULATOR
FILTER
SHUT-OFF VALVE (TYP)
36" MIN.
S286
12" MIN. AND 12" ABV.AVG SNOW LVL
CONNECTION TO DRAIN PAN
1/2" TEMPERED WATER TO LAVATORIES
SURFLO DRINK/ ICE FILTRATION
SUPPLY MAIN FROM METER
LINE AFTER PRESSURE REGULATOR SHALL BE 3/8" PLASTIC LINE CONNECTING AT THE TOP OF THE PRODUCTION LINE UTILITY CHASE.
WATER FILTER SYSTEM
N.T.S.
4
P6.0
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
1
A
02/11/15 Calculation Summary Label EXTENDED DRIVE-THRU LANE SURFACE PARKING LOT SURFACE
Avg 1.83 3.94 4.93
Max 20.1 9.1 8.4
Min 0.0 2.0 1.9
Avg/Min N.A. 1.97 2.59
Max/Min N.A. 4.55 4.42
LIGHT LEVELS ARE MAINTAINED FOOT-CANDLES, INITIAL LEVELS ARE SLIGHTLY HIGHER
Luminaire Schedule Qty Symbol 3 4 1 7
5 6
Label A B OC TB
Arrangement SINGLE SINGLE SINGLE SINGLE
Total Lamp Lumens 40000 40000 12500 1230
LLF 0.750 0.750 0.700 0.900
Lum. Watts 456 456 185 18
ISSUED FOR CONST.
Description ACCU 95200-FP40PS-FG / 95200-422.5S-11 ACCU 95200-FP40PS-FG / 95200-HSS / 95200-422.5S-11 TACO BELL - ORDER POINT CANOPY ACCU 05247-018 @ 9.17' A.F.G.
01.30.15
LIGHTING RESTRICTIONS: FIXTURES MUST BE FULL CUTOFF FIXTURE MOUNTING HEIGHT NOT TO EXCEED 25' A.F.G. MINIMAL LIGHT TRESPASS BEYOND THE PROPERTY LINES SITE FIXTURES ARE FULL CUTOFF 400W PULSE START METAL HALIDE w/ FLAT LENSES FIXTURE B HAS A HOUSE SIDE SHIELD POLES ARE 22'-6" FOR AN OVERALL FIXTURE MOUNTING HEIGHT OF 25'-0" A.F.G.
B B
NORTH 1
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
1
PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
SITE ELECTRICAL PLAN
1"=20'-0"
1
3/4" C. - 2 #10, #10 GRD. (TYP. FOR ENTIRE CIRCUIT.)
2
NOTE NOT USED.
3
MENU BOARD. REFER TO DETAILS 2&16/C1.0 AND 4/E7.0
4
PYLON SIGNPROVIDE 30A NON FUSED LOCKABLE DISCONNECT SWITCH IN NEMA 3R ENCLOSURE AT BASE OF POLE.
5
UNDERGROUND ELECTRIC SERVICE TO NEW UTILITY CO. TRANSFORMER. REFER TO CIVIL SHEETS FOR LOCATION AND ROUTING. VERIFY AND COORDINATE ALL REQUIREMENTS WITH UTILITY CO, AND PROVIDE MATERIALS & LABOR AS REQUIRED.
6
UNDERGROUND TELEPHONE SERVICE (2) 4" CONDUITS. REFER TO CIVIL SHEETS FOR LOCATION AND ROUTING. VERIFY AND COORDINATE ALL REQUIREMENTS WITH UTILITY CO, AND PROVIDE MATERIALS & LABOR AS REQUIRED.
7
NOTE NOT USED
8
ORDER CONFIRMATION BOARD/ SPEAKER POST.
9
ILLUMINATED CLEARANCE BAR. REFER TO DETAILS 2 & 3/C1.1.
10
REFER TO E4.0 FOR CIRCUITING OF FIXTURE TYPE "TB" (TYPICAL).
11
PROPOSED SENSOR LOOP.
12
OPTICS MUST BE FIELD ROTATED TO PROJECT LIGHT INTO THE PARKING LOT
A
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
KEY NOTES
LIVE MAS MEDIUM40
SITE ELECTRICAL PLAN
E1.0 B
PLOT DATE:
NATIONAL ACCOUNTS: SWITCHGEAR SUPPLY and INSTALL STANDARD PACKAGE CORPORATE AND FRANCHISE DEVELOPMENT
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
YUM NATIONAL ACCOUNT AGREEMENT IS WITH SQUARE-D FOR ELECTRICAL SWITCHGEAR EQUIPMENT FOR COMPANY AND FRANCHISE DEVELOPMENT. CUTLER-HAMMER ELECTRICAL SWITCHGEAR EQUIPMENT IS AN APPROVED ALTERNATE MANUFACTURER FOR FRANCHISE DEVELOPMENT ONLY.
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
3/4"C-1 #2/0 CU BOND TO CONCRETE ENCASED REBAR PER N.E.C. ARTICLE 250.52 (A) (3)
CONCRETE ENCASED REBAR (MIN. 20'-0")
"MSB"
6
#6 CU TO "MSB" GND BUS
OUTDOOR ENCLOSURE NEMA 3R THE SITE ADAPT CONSULTANT IS RESPONSIBLE FOR DETERMINING IF THE SITE SPECIFIC SWITCHGEAR PACKAGE FALLS WITHIN A JURISDICTION THAT REQUIRES EUSERC-COMPLIANT METERING EQUIPMENT.
M MAIN
PNL. "A"
1
4
TO LOCAL PHONE SERVICE
2
400AT 3P #4
2 #5
#6 ELECTRICAL SERVICE SHALL BE 600 AMP, 120/208V,
PNL. "B"
CONDUIT
7
SPACE
2" SPARE
8 CONDUIT
1 #3 CU BOND IN EACH
8
(2) 2"C-4 #3/0 &
OFFICE T.T.B.
8
200AT 3P #3
1 #6 CU BOND & 1 #6 ISOL. GND
3/4"C-1 #2/0 CU GND PER N.E.C. ARTICLE 250.66
2
2"C-4 #3/0 &
NOTE: THE SITE-ADAPT CONSULTANT IS RESPONSIBLE FOR DETERMINING IF THE SITE-SPECIFIC SWITCHGEAR PACKAGE FALLS WITHIN A JURISDICTION THAT REQUIRES EUSERC-COMPLIANT METERING EQUIPMENT.
200AT 3P #2
1 #6 CU BOND
BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL PROJECT DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SPECIFIC DESIGN MAY NOT MATCH PROTOTYPICAL DESIGN.
2
2"C-4 #3/0 &
3/4"C-1 #2/0 CU BOND TO COLD WATER PIPE PER N.E.C. ARTICLE 250.52 (A) (1) AND 250.53 (D)
150AT 3P #1
1 #6 CU BOND & 1 #6 ISOL. GND
CADWELD EXOTHERMIC CONNECTION
2"C-4 #1/0 &
THE SWITCHGEAR PACKAGE CONSISTS OF SERVICE ENTRANCE, SWITCHGEAR, MAIN PANELS, SUB PANELS, LIGHTING CONTACTORS AND ALL ASSOCIATED PRODUCTS TO COMPLIMENT THE SWITCHGEAR PACKAGE.
ENGINEER TO CONFIRM WITH LOCAL UTILITY IF CURRENT TRANSFORMERS CAN BE MOUNTED IN UTILITY TRANSFORMER ENCLOSURE AND IF THE METER CAN BE MOUNTED TO THE UTILITY TRANSFORMER ENCLOSURE. IF ACCEPTABLE WITH THE UTILITY, MOUNT CURRENT TRANSFORMER AND METERS AS INDICATED ABOVE IN LIEU OF PROVIDING SEPERATE CT CABINET.
2" SPARE
PRIMARY CONTACT: BUDDY BOCKWEG PHONE: (877) 707-7378 FAX: (502) 961-0357 EMAIL:
[email protected]
1 #2/0 CU EQUIP. BOND PER N.E.C. ARTICLE 250.92
SINGLE POINT GROUND
CURRENT TRANSFORMER (CT) CAN AND METER SOCKET PER SERVING UTILITY COMPANY SPECIFICATIONS.
5
SPACE
UNDER THIS AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PURCHASE AND INSTALLATION OF THE SYSTEMS DESCRIBED IN THE PLANS. ALL COMPANY AND FRANCHISE PROJECTS SHALL CONTACT ACCUSERVE FOR A PRICE QUOTE AND A BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT. SEE THE SWITCHGEAR SECTION IN THE SCOPE OF WORK FOR ADDITIONAL INFORMATION.
PNL. "D" EVO-LINE EQUIPMENT CABINET (FURNISHED BY OTHERS)
1 3
02/11/15
MAIN CURRENT TRANSFORMER (CT) CAN AND METER SOCKET PER SERVING UTILITY CO. SPEC.
MAIN MAIN
INCOMING SERVICE LATERAL TO UTILITY TRANSFORMER
ISSUED FOR CONST.
TO PANELS "A", "B", "D" & EVO-LINE EQUIPMENT CABINET & 2 - 2" SPARE
01.30.15
UNDERGROUND FEEDERS
NOTE: CONFIRM DIMENSIONS WITH SUPPLIER
SERVICE ENTRANCE EQUIPMENT ELEVATION - NON-EUSERC PACKAGE
E
SINGLE LINE DIAGRAM 1.
2X4 FLUORESCENT FIXTURE
NIGHT LIGHT S
2X4 FLUORESCENT FIXTURE WITH BATTERY PACK
1X4 FLUORESCENT FIXTURE
FUSIBLE DISCONNECT SWITCH WITH STARTER
CEILING MOUNTED SPEAKER
FUSED DISCONNECT SWITCH
2.
S
WALL MOUNTED SPEAKER
J
JUNCTION BOX
J
WALL MOUNTED JUNCTION BOX
PHOTOCELL
3.
TELEPHONE OUTLET
RAIN SENSOR
4.
NON-FUSED DISCONNECT SWITCH
1X4 FLUORESCENT FIXTURE WITH BATTERY PACK
DEDICATED GROUNDED OUTLET
FLUORESCENT WALL MOUNT FIXTURE
DUPLEX GROUNDED OUTLET DOWNLIGHT FIXTURE
DOUBLE DUPLEX GROUNDED OUTLET
SUSPENDED DOWNLIGHT FIXTURE
GROUND FAULT DUPLEX OUTLET
PENDANT MOUNTED LIGHT FIXTURE
GROUND FAULT DUPLEX W/ BOTT. HALF SWITCHED
EMERGENCY LIGHT SINGLE POLE, SINGLE THROW TOGGLE SWITCH
6.
GROUND FAULT DEDICATED OUTLET TRACK MOUNTED PENDANT LIGHT FIXTURE
SINGLE POLE, SINGLE THROW TOGGLE SWITCH W/ PILOT LIGHT
CEILING DUPLEX OUTLET DUPLEX ISOLATED GROUND OUTLET
DIRECTIONAL FIXTURE FIXTURE, TRACK MOUNTED
5.
R
RELAY
7.
DOUBLE DUPLEX ISOLATED GROUND OUTLET
DIRECTIONAL FIXTURE, TRACK MOUNTED TO UNDERSIDE OF INTERIOR CANOPY
CEILING SPECIAL PURPOSE OUTLET
SEE SCOPE OF WORK FOR DETAILS REGARDING OWNER SUPPLIED AND/OR INSTALLED PRODUCTS. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ASPECTS OF THE PROJECT IF UTILITY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACT THE CONSTRUCTION ENGINEER FOR A DECISION BEFORE PROCEEDING. COORDINATE AVAILABLE SHORT CIRCUIT CURRENT W/ LOCAL UTILITY AND PROVIDE CIRCUIT BREAKERS W/ SUFFICIENT INTERRUPTING CAPACITY. COORDINATE CT METERING COMPARTMENT SIZE WITH LOCAL UTILITY COMPANY, THE LOCAL ELECTRICAL INSPECTOR AND THE NATIONAL ELECTRICAL CODE TO MEET ALL REQUIREMENTS BEFORE PURCHASE AND INSTALLATION. NEW METER BY LOCAL UTILITY COMPANY. ALL WIRING SHOWN SHALL BE COPPER TYPE "THHN/THWN" EXCEPT FEEDERS FROM UTILITY TRANSFORMER TO SWITCH BOARD MAY BE ALUMINUM. (SIZE ALL CONDUCTORS & CONDUIT FOR 600AMPS PER NEC)
WIRE ISOLATED GROUND TO ISOLATION GROUND BUS IN PANEL AND LAND ISOLATED GROUND TO SINGLE POINT GROUND. "DO NOT COMBINE COMMON GND TO ISOLATED GROUND".
3
EQUIPMENT CABINET IS FURNISHED WITH EVO LINE.
4
PROVIDE 2" CONDUIT STUBBED INTO BUILDING FROM LATERAL POLE FOR TELEPHONE.
5
VERIFY AVAILABLE FAULT CURRENT AT SERVICE ENTRANCE WITH THE UTILITY CO. AND CONFIRM 65 KAIC RATED EQUIPMENT IS SUFFICIENT.
6
(3) 5/8" DIA. x 10'-0" COPPER CLAD GROUND RODS. INSTALL 10'-0" APART AND CONNECT GROUND SYSTEM PER N.E.C ARTICLE 250.
7
INSTALL UNDERGROUND SERVICE LATERAL TO UTILITY TRANSFORMER PER SERVING UTILITY COMPANY SPECIFICATIONS. 4#350kcmil IN EACH OF (2) 3-1/2"C. TO PAD MOUNT TRANSFORMER. GC / ELECT. CONTRACTOR SHALL COORDINATE SERVICE POLES PER LOCAL UTILITY CODE. IF ALUMINUM CONDUCTORS ARE USED PROVIDE 4#500kcmil IN EACH (2) 3-1/2"C.
ARMOR CABLE ACCEPTABLE FOR ALL APPLICATIONS WHERE ALLOWED BY LOCAL CODES. ALL CONDUIT MUST BE CONCEALED U.N.O..
8
SITE NUMBER:
CONNECTION TO EQUIPMENT
310450 / 427473 2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PROVIDE 600AMP MAIN SERVICE BREAKER OR FUSED SWITCH IF LOCAL JURISDICTION OR POWER COMPANY REQUIRES ONE MAIN DISCONNECT, VERIFY INDOOR/OUTDOOR WHEN REQUIRED.
RISER DIAGRAM AND LEGEND NON-EUSERC
ELECTRICAL MOTOR
c
JUNE 2014
STORE NUMBER:
E2.0
EXTERIOR DECORATIVE WALL FIXTURE
DUCT MOUNTED SMOKE DETECTOR SECURITY STROBE
09/08/14
PLAN VERSION:
EXTERIOR DECORATIVE WALL FIXTURE
HOLD UP EMERGENCY BUTTON
CONTRACT DATE:
BUILDING TYPE: LIVE MAS MEDIUM40
6 BUILDING MAIN DISCONNECT FOR THIS SERVICE: (MAXIMUM 6 MAINS PER N.E.C) LABEL EACH MAIN BREAKER AS INDICATED: "MAIN 1 OF 6" (ENGRAVED LETTERS x 3/4" HIGH) "MAIN 2 OF 6" "MAIN 3 OF 6" "MAIN 4 OF 6" "SPACE" "SPACE"
EXTERIOR WALL FIXTURE
ELECTRICAL PANEL. SEE SHEET E2.1 FOR PANEL SCHED.
EXIT SIGN (CEILING MOUNTED)
THE NFPA-70 'SIX SWITCH' MAXIMUM RULE SHALL APPLY AT THE POINT AT WHICH THE SERVICE ENTERS THE BUILDING AS DEFINED BY NFPA-70 (CURRENT EDITION IN FORCE AT THIS SITE). NOTIFY ENGINEER WHERE LOCAL CONDITIONS REQUIRE ALTERNATE LOCATIONS OR SINGLE POINT DISCONNECT.
SMOKE DETECTOR
SPECIAL PURPOSE OUTLET
EXIT SIGN (WALL MOUNTED)
2
CONDUIT RUN, UNDERGROUND
DEDICATED ISOLATED GROUND
COOLER FIXTURE
1
THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CKT. BREAKERS LOCATED AT THE DISTRIBUTION PANEL AND THE DOWNSTREAM 10k A.I.C. RATED CIRCUIT BREAKERS AT PANELS "A", "B" DUAL-LINE EQUIPMENT CABINET BASED ON THE MAXIMUM FAULT CURRENT AS DETERMINED AT THE SERVICE ENTRANCE AND DOWNSTREAM 22K A.I.C. RATED CIRCUIT BREAKERS AT PANEL "D."
B
WPG
WEATHERPROOF GROUND FAULT
ELECTRICAL LEGEND
F
GENERAL NOTES
D
KEY NOTES
C
PLOT DATE:
-
-
-
SPARE
D-15
-
-
-
SPARE
-
D-17
-
-
-
SPARE
-
D-19
#12 -
D-25 D-27 D-29
#12 #12 #12 #12
2 #12 2 #12 2 #12 2 #12
D-33 D-35
-
-
-
D-39
#8 -
3 #2 -
-
D-41
-
-
-
-
1321 1321
-
1
0 0 0 1169 720 360 540
-
180 5122
H 8880
8880 18473
WATTS: BUS A BUS B BUS C TOTAL
23445 24331 23216 71352
18653
264 1306 1306
20 -
-
- A - B 1 3 C -
90 -
- A 1 - B -
700 0 0 1800 1180 0 0
20 -
540 0 1120
30 -
3120
17844
4972
6430
HVAC EQUIPMENT = KITCHEN EQUIPMENT = 8578 x 0.65 = OTHER LOADS (MISC.) = LIGHTING = 0 x 1.25 = TOTAL LOAD= TOTAL CURRENT=
D-2
A-1
#12
2 #12
S-285 BEVERAGE DISPENSER D/T
K
420
SPARE
D-4
A-3
#12
2 #12
S-284 BEVERAGE DISPENSER S/S
K
SPARE
-
-
-
D-6
A-5
#12 -
2 #12 -
R-038 HALF HEIGHT FREEZER SHUNT TRIP BREAKER
K -
2 #10 -
P-452 HOT WATER DISPENSER -
K K
M MUSIC SYSTEM (MUZAK)
F-131
2#12
#12
D-8
A-7
M ICE MAKERS S/S & D/T (2)
S-513
2 #12
#12
D-10
A-9
M ICE MACHINE CONDENSER
S-513 -
2 #10 -
#10 -
D-12
A-11
#10 -
D-14
A-13
#12
2 #12
S-005 HEATED CABINET
S-513 -
2 #10 -
#10 -
D-16
A-15
#12
2 #12
F-040 OFFICE COMPUTER
D-18
A-17
#12
2 #12 U-052 OFFICE SECURITY SYSTEM
H EF-2 (RESTROOM) - SPARE - SPARE
-
#12 -
D-20
A-19
#12
2 #12
-
2 #12 -
D-22
A-21
#12
2#12
-
-
-
D-24
A-23
#12
2 #12
M UTILITY RECEPTACLE
-
M -
H EF-1 (HOOD) - SPACE - SPACE
#12
E-275 -
2 #12 -
#12 -
-
-
-
M UTILITY RECEPTACLES - SPACE
-
M UTILITY RECEPTACLE/VSAT (F-050 & U-061)
-
-
S-639 -
K -
2 #12
2 #12 2 #12 2#10 -
#12 #12 #10 -
D-26 D-28 D-30 D-32 D-34 D-36 D-38 D-40 D-42
A-25
#12
2 #12
W W W W W A
2013 2013 1920 300 300 540 130
M
0
M M
540
A-29 A-31
-
-
-
A-33
-
-
-
A-37
#10 -
2 #10 -
A-39
-
-
#12
2 #12
SPACE
-
SPACE
-
SPACE
-
P-452 HOT WATER DISPENSER -
0 0
S-004 HEATED CABINET
0 2013 0 1920
PANEL
9001 9115 9430 27546
B-3
GRND # WIRES A&E & WIRE NO. LOAD DESCRIPTION SIZE SIZE #12 2 #12 5 KITCHEN LIGHTS #12 2#12 SPARE
L
1069
COOLER/FREEZER LIGHTS SPARE
2 #10 -
OUTSIDE LIGHTS
B-11
#10 -
-
SPARE
L -
B-13
-
-
-
SPARE
-
B-15
2#10 -
-
MENU BOARD @ D/T
B-17
#10 -
-
SPARE
L -
B-19
#12
2 #12
-
SHOW WINDOW
L
B-21
#12
2 #12
-
SHOW WINDOW
L
2 #12
-
2#12
-
2 #10
-
2 #10
-
2#12
-
2#12
-
B-37
#10 -
2#10 -
-
B-39
-
-
-
2#10
-
B-23 B-25 B-27 B-29 B-31 B-33 B-35
B-41
#12 -
#12 #12 #10 #10 #10 #12
#10
-
-
2
2
PYLON SIGN BUILDING SIGNS
L
2
BUILDING SIGNS
2
L -
2
NOT USED
-
17992
B
30826
-
EQUIP. CABINET
-
47664
D
-
* 5576
TOTAL
30826
71232
1 C 1
20
20
20
30 -
1 A 1 - B 1 2 C -
20
1 A 1
20
20
1 B 1
20
20
1 C 1
20
20
1 A 1
20
20
1 B 1
20
20
1 C 1
20
-
30 -
20
1 A 1 - B 1
B 1200
360 864 1200 0 600 1200 864 864 480 360 -
20
0 -
1 C 1 1 A -
20 -
-
1 B 1 - C -
20 -
-
2 A 1
20
-
1 B 1 1 C -
20 -
0 732 5592
17992 x .65 =
11695 9554 21249 59
NOT USED
APPLICABLE FACTOR
L
LIGHTING
125% **
K
KITCHEN EQUIPMENT
65% ***
H
HVAC
100%
M
MISC. EQUIPMENT
100%
#12
A-4
M SAFE W/AUDIT LOCK IG / FUTURE F-174
F-171
2 #12
#12
A-6
K CARBONATOR
S-570
2 #12
#12
A-8
M POS/ORDER ENTRY TERM (1) & U-070 (1) - SPACE
U-100 2 #12 -
#12 -
A-10
M CCTV DVR & MONITOR
U-054 2 #12
#12
A-14
M POS/ORDER ENTRY TERM (2) & U-070 (1)
U-100 2 #12
#12
A-16
M D/T TIMING SYSTEM
S-204
2 #12
#12
A-18
K CARBONATOR
S-570
2 #12
#12
A-20
M DT COMM SYS BASE STATION
U-024 2 #12
#12
A-22
K RETHERMALIZER - SHUNT TRIP BREAKER - SPARE
C-107 2 #12 -
#12 -
A-24
-
1
SPARE SPARE
-
2
2
10191 7664 8006 25861
TRIP AMPS
TRIP AMPS
-
-
A-28
SHUNT TRIP BREAKER
-
-
-
A-30
SPACE
-
-
-
A-32
#12 -
A-34
M TIMERS (C-400 + P-417) - SPARE - SHUNT TRIP BREAKER
NOTE 2 #12 -
-
-
A-38
K FRYER - SHUNT TRIP BREAKER
C-016 -
2#12 -
#12 -
A-40
W W W A
20
1 A 1
20
0
1 C 1
20
20
1 A 1 1 B -
20 -
1 C 1 A 1 B -
-
20 20
0 1200
20 20
1200
20 1200
1200
20 20
1200
20 1200
1200
20 20
500
20 360
0
20 20
0
20 1200
L 4058
20
1 C 2 1 A 1 B 2 1 C 1 A 2 1 B 1
-
20 20 -
360
1 B 1 C 1 A -
-
1 B 1 C -
-
1623 1080 1080 0 0 0 0 0
#10 -
B-8 B-10
-
-
B-12
-
-
-
B-14
-
2 #10 -
#10 -
B-16
2 #10 -
#10 -
B-20
L - SPARE - SPARE
2 #10 -
#10 -
B-24
-
-
-
B-28
-
-
-
B-30
L CLEARANCE BAR - SPACE - SPACE
-
2 #10 -
#10 -
B-32
-
-
-
B-36
SPACE
-
-
-
B-38
SPACE
-
-
-
B-40
SPACE
-
-
-
B-42
SPACE
0
32327 0 32327 90
3
-
3
-
L -
-
L PARKING LIGHTING
3
-
-
0
2
L -
-
0
-
2 2
2
3
B-6
02/11/15
B-18 B-22 B-26
B-34 ISSUED FOR CONST.
01.30.15
3246 PANEL ELECTRICAL DATA 120/208V PANEL TYPE NQOD B MOUNTING FLUSH MAINS 225A M.L.O. PHASE NEUTRAL BUS AMPACITY GROUND BUS AMPACITY 225A 225A A.I.C. RATING 65KAIC SERIES RATED UTILIZING 10KAIC CIRCUIT BREAKERS
W W W A
H
LIGHTING PANEL
DEMAND LOAD (W)
B CONTRACT DATE:
0
25861
32327
-
2400
50064
33382
LIGHTING CIRCUITS INSIDE THE BUILDING SHALL BE WIRED THRU LIGHTING CONTACTORS. REFER TO DETAILS ON SHEET E6.0.
42700
20074
71352
68350
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION:
KEY NOTES:
1
PROVIDE LOCK-ON BREAKER.
2
CIRCUITS TO BE WIRED THRU EXTERIOR LIGHTING CONTROL RELAY. SEE DETAIL 4/E6.0.
3
FOR PARKING LOT LIGHTS AND OUTSIDE SIGNS: PROVIDE (5) 3/4"C FROM PANEL "B" AND STUB OUT 10'-0" AWAY FROM THE BUILDING. VERIFY EXACT LOCATION OF STUB PRIOR TO ROUGH-IN. LOADS MAY VARY WITH LOCATION -- VERIFY. VERIFY OUTDOOR VOLTAGE DROP FOR ALL PARKING LIGHTING CIRCUITS.
4
CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAY AND SWITCH a. SEE DETAIL 2/E6.0.
5
CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAY AND SWITCH b. SEE DETAIL 2/E6.0.
155308
SITE NUMBER:
310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
PANEL SCHEDULES AND LOAD SUMMARY
***KITCHEN EQUIPMENT DEMAND FACTORS PER NEC 2011 SECTION 220.56 ALLOWS FOR PERCENTAGES WITHIN EACH PANEL ACCORDING TO THE FOLLOWING EQUIPMENT QUANTITIES: 1 - 100%; 2 - 100%; 3 - 90%; 4 - 80%; 5 - 70%; 6 AND OVER - 65%. THESE PERCENTAGES DO NOT CARRY OVER INTO THE LOAD SUMMARY, WHICH IS CALCULATED AT 65% REGARDLESS.
LOAD SUMMARY & LEGEND
B-2
2 #10 -
L PARKING LIGHTING 1623
CIRCUIT NO.
B-4
-
GENERAL NOTE:
174823
A-42
#12 -
L PARKING LIGHTING 1623
LIGHTING = 25861 x 1.25 = OTHER LOADS (MISC.) = TOTAL LOAD= TOTAL CURRENT=
4
0 1623
3606
-
L INTERIOR MENU BOARD & REMOTE ALARM LT L-014 - SPACE - SPACE -
0
4322
SPARE
21249
31428
A-36
2#12 -
-
-
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
A
A&E # WIRES GRND & NO. WIRE SIZE SIZE -
0 0
-
LOAD DESCRIPTION
L DINING ROOM LIGHTS - SPARE
1076
20 20 -
C
0
20 -
1 C 1 1 A -
4760
B
20
20
20 500
1 B 1
WATTS A
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
A-26
-
27546
42700
A-12
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
PANEL ELECTRICAL DATA 120/208V PANEL TYPE NQOD A MOUNTING FLUSH MAINS 225A M.L.O. PHASE NEUTRAL BUS AMPACITY GROUND BUS AMPACITY 225A 225A A.I.C. RATING 65KAIC SERIES RATED UTILIZING 10KAIC CIRCUIT BREAKERS
155308 432 A LARGEST MOTOR LOAD = 2379 W
LOAD DESCRIPTION
M POS/ORDER ENTRY TERMINALS (2) & U-070 (2) U-100 2 #12
1584
* 8570 x 0.65 = 5576
LOAD KEY LEGEND
A-2
S-546
9554
-
CIRCUIT NO.
#12
360
A&E # WIRES GRND & NO. WIRE SIZE SIZE 2#12
K ICE TEA EQUIPMENT
20 -
20
C
1780
4108
20 0
L -
BUILDING SIGNS
658
L
LIGHTING CONTROLS
WATTS: BUS A BUS B BUS C TOTAL
A
20
20
0
L
SHOW WINDOW
C
800
5869
CONNECTED LOAD
20
6846
0
L M
SHOW WINDOW BUILDING SIGNS
5
B
H
-
B-9
MISCELLANEOUS (W)
3523
WATTS A
2 #12 -
B-7
HVAC (W)
1 B 1
KITCHEN EQUIPMENT = OTHER LOADS (MISC.) = TOTAL LOAD= TOTAL CURRENT=
-
B-5
KITCHEN EQUIP. (W) ***
20
A
LOAD DESCRIPTION
KITCHEN EQUIPMENT PANEL
B-1
LIGHTING (W) **
20
WATTS
D CIRCUIT NO.
PANEL
1 A 1
20
K
WATTS: BUS A BUS B BUS C TOTAL
20
20 2013
5433 PANEL ELECTRICAL DATA 120/208V PANEL TYPE NQOD D MOUNTING FLUSH MAINS 400A M.L.O. PHASE NEUTRAL BUS AMPACITY GROUND BUS AMPACITY 225A 400A A.I.C. RATING 65KAIC SERIES RATED UTILIZING 22KAIC CIRCUIT BREAKERS
TRIP AMPS
20
K K -
TRIP AMPS
20 -
0
SPARE -
A-41
600 -
M M
S-540 PEPSI BOOSTER TANK/CO2 MONITOR
-
A-35
1
L-090 ORDER CONFIRMATION BOARD/SWITCH BOX SPACE
-
C
480
M
OFFICE RECEPTACLES
A-27
B
K
5732
42700 5576 20074 0 68350 189
WATTS
-
LOAD DESCRIPTION
LOAD
LOAD
GRND # WIRES A&E & WIRE NO. SIZE SIZE
-
K FROZEN BEVERAGE DISPENSER 3120
CIRCUIT NO.
-
SPACE
M ICE MACHINE CONDENSER 1306
20
-
CIRCUIT NO.
A
M 1306
20
1 B 1 1 C -
3 C 2
500
20 -
20
8880
H
0
20 -
-
-
-
0
15
1 C -
5122
-
0
20
15 -
50 -
C
20
15 -
1 A 1
B
20
1 C 2 - A 1 2 B -
20
5122
H
-
1 A 2 1 B -
20
M
H
20
20
H
RTU-2
3 C -
20
1169
M H
-
20
M M
15 -
3 C 1 - A 1 - B 1
1321
K
B-223 WATER HEATER IGNITION RTU-1 -
3 #4 -
D-37
K
E-275 HOOD FIRE SUPPRESSION SYSTEM IRRIGATION TIMER ROOF RECEPTACLES
#8 -
D-31
1621
M
2 #12 N-043 POWER SOAK -
-
A
A&E # WIRES GRND & NO. WIRE SIZE SIZE -
LOAD DESCRIPTION
LOAD
D-13
M -
M
-
WATTS
POLE PHASE POLE
D-11
-
D-23
3 #10 W-053 WALK-IN FREEZER -
20 -
- A - B 1
1621
M
D-9
D-21
C
1621
M
#10 -
D-7
B
TRIP AMPS
POLE PHASE POLE
M
A
TRIP AMPS
LOAD
D-5
-
3 #12 W-053 WALK-IN COOLER -
WATTS
LOAD
D-3
#12 -
D-1
LOAD DESCRIPTION
POLE PHASE POLE
GRND # WIRES A&E & WIRE NO. SIZE SIZE
LOAD
CIRCUIT NO.
E2.1 NOT USED
C
GENERAL NOTES & KEY NOTES
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
6'-4" 7'-0"
D-26 (+24") A-2 (+38") D-40,42 NEMA L6-20R (+48") 2'-0"
2 B-8 A-4
7'-8" (+24") 6'-11" (+24")
F.O. STUD
6'-10 1/2" (+18")
7'-11 1/2" (@ FRONT EDGE OF HOOD)
10'-5" (+18")
12'-3" (+18")
11'-5" (+78")
13'-921" A
D J
1
6 J
A-13 7'-5 1/2" (CLG MTD)
B-8 (+106")
B
3 4 B-8
A-9:11
J
10'-3"
c A-35:37
1
J
CT & METER
5'-1" (+24") 4'-4" (+24")
F.O. STUD
A-14
c 18'-9"
A-4
MSB
D-19:21 (+18")
5'-6 1/2" F.O. STUD
1'-3 1/2"
D-29
ISSUED FOR CONST.
NOTE: IN LIEU OF GFCI OUTLETS CONTRACTOR CAN USE GFCI
CONTRACT DATE:
CIRCUIT BREAKERS, TO BE "ACCESSIBLE".
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER:
310450 / 427473
STORE NUMBER:
POWER PLAN 2
INSTALL IN CONDUIT RUNNING ON SURFACE OF KITCHEN SIDE OF CABINETRY REAR WALL.
K.
PER SECTION 210.8(B)(3) NEC 2011, ALL 15 AND 20A, 120V RECEPTACLES IN COMMERCIAL KITCHENS ARE REQUIRED TO BE GFCI PROTECTED. THIS INCLUDES ISOLATED GROUND RECEPTACLES.
3
D. CONTRACTOR SHALL VERIFY UNDERGROUND CONDUIT LOCATIONS PRIOR TO POURING SLAB.
L.
DO NOT MEASURE/LOCATE OUTLETS ON DRAWINGS. USE DIMENSIONS PROVIDED.
E.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE LOCATION OF ELECTRICAL ROUGH-INS WITH INFO PROVIDED ON THE ARCH. AND STRUCTURAL DRAWINGS AND THE EQUIPMENT ACTUALLY SUPPLIED, AND TO CONFIRM THE CORRECTNESS OF ANY DIMENSIONS HEREIN.
M. CONDUIT MAY RUN UNDER SLAB AT G.C.'S DISCRETION.
CONNECT PRODUCTION LINE CIRCUIT BREAKER PANEL VIA UTILITY CHASE IN CEILING TO A 3 POLE, 200 AMP CIRCUIT BREAKER IN MAIN SWITCHBOARD. SEE SHEET E2.0. VERIFY ALL REQUIREMENTS WITH ACTUAL EQUIPMENT SPECIFIED. THE MANUFACTURER WILL FULLY PRE-WIRE THE COMPLETE MAPS LINE AT THE FACTORY. THE UNITS WILL THEN BE PULLED APART FOR SHIPPING PURPOSES. ALL CONNECTION POINTS WILL BE MARKED. THE CONDUIT RUNS WILL BE COILED UP FOR FIELD INSTALLATION. SOME ELECTRICAL COMPONENTS MAY BE REMOVED FOR EASE OF DISASSEMBLING THE LINE-UP. THE ELECTRICAL CONTRACTOR WILL BE FULLY RESPONSIBLE FOR MAKING THE PROPER FIELD CONNECTIONS FROM THE ROUGH-IN LOCATION TO THE MANUFACTURER PROVIDED BREAKER PANEL BOX. IN ADDITION, THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY SPLICE POINTS AND/OR JUNCTION BOXES THAT NEED TO BE RECONNECTED. SOME ELECTRICAL COMPONENT ASSEMBLY MAY ALSO BE REQUIRED.
LOCATIONS OF ALL OUTLETS MAY BE RELOCATED TO NEAREST STUD. DO NOT CUT INTO STUDS.
O. PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL UTILITY PENETRATIONS INTO WALLS, CEILING, AND FLOORS. DO NOT USE CAULKS OR EXPANSION FOAM FOR SEALANT.
B.
ALL CONDUIT DROPS ARE INSIDE WALLS U.O.N. SEE ARCH. DWGS FOR WALL DIMS.
C.
ALL J-BOX CIRCUITS, CONDUITS, FIXTURES, ETC. SHALL BE AS INDICATED ON THE ELECT. DWGS AND SPECS.
G. FOR EXACT LOCATIONS OF KITCHEN & MECHANICAL EQUIPMENT AND POINTS OF CONNECTION, REFER TO KITCHEN & MECHANICAL EQUIPMENT DRAWINGS AND MANUFACTURER'S SHOP DRAWINGS.
N.T.S.
E
TACO BELL
REFER TO ROOF PLAN.
H.
ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL BE SIZED BY NEC.
I.
CONTRACTOR SHALL VERIFY CIRCUIT BREAKER, DISCONNECT SWITCH, STARTER AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO PLACING ORDER AND PROVIDE EVERYTHING AS REQUIRED.
J.
N. E.C. SHALL PROVIDE A PREPRINTED SELF-ADHESIVE LABEL ON ALL POS RECEPTACLES STATING "POS USE ONLY".
P.
ARMOR CABLE (BX) ALLOWED WHERE ACCEPTABLE BY CODE. ALL WIRE SHALL BE CONCEALED O.N.U.
POWER PLAN GENERAL NOTES
C
2014088.06
A
1
ALL DIMENSIONS TO J-BOXES ARE FROM FACE OF STUD TO CENTER OF BOX, U.O.N.
F.
NOT USED
1/4"=1'-0"
ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE NEMA-1 FOR INTERIOR AND NEMA 3R FOR EXTERIOR. IN COASTAL REGIONS THE STANDARD FOR OUTSIDE SHALL BE NEMA-4X.
A.
01.30.15
F.O. STUD
F.O. STUD
6'-1 1/2" (+ 18")
D-34
A-25
1'-8" (+72")
5
35'-2" (+15" MIN TO BOTTOM)
4'-6 1/2" (+72")
A-25
F.O. STUD F.O. STUD
02/11/15
6 D-38
2
ENLARGED PLAN
10 F.O. STUD 13'-9 1/2" A-41 9'-8 1/2" (CLG) (CLG MTD)
F.O. STUD
D-38
11'-8" (+15" MIN TO BOTTOM)
3'-6" (CLG MTD)
9'-1" CL OF EVO LINE
D-38
3 E3.1
FACE OF STUD
D-10 (+84") A-1 (+48")
10'-9" (+24") D-34
A-10
5'-1"
A-24
J
J
ADT
D-38
A-8 (+18")
8
1'-0" (+18")
DEMARC
2'-1"
A-10
5'-5" (+84")
A-18 A-16 (+24") A-10 (+24")
3'-2 1/2" (+84")
A-20
A-40
D-10
A-5 D-23
A-3
F.O. STUD D-28
F.O. STUD
F.O. STUD 1'-3" 1'-9"
13'-5 1/2" (+78")
A-10
A-34
A-22 (+66")
26'-5" (+110")
27'-7" (+110")
28'-11" (+110")
30'-9" (+110")
14 A6.4
34'-9" (+18")
36'-3" (+84")
38'-0 1/2" (+48")
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
4
EQUIPMENT CABINET.
5
LOCATED INSIDE SHELL OF HEATER. PROVIDE DISCONNECT SWITCH.
6
INSTALL CONTROL CABLE FROM FREEZER/COOLER FAN COIL TO ROOF MOUNTED CONDENSOR.
7
LOCATE SWITCHGEAR PER GUIDELINES ON SHEET A4.1.
8
PROVIDE BOOST TRANSFORMER (208V, 1-PHASE IN, 240V, 1-PHASE OUT) FOR FROZEN BEVERAGE DISPENSER.
9
ABOVE CEILING FOR WALL MOUNTED HME. SEE 16/E3.1
10
LOCATION OF DEAD FRONT GFCI DEVICES. REFER TO DETAIL 3/E7.0.
KEY NOTES
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
POWER FLOOR PLAN
E3.0 B
PLOT DATE:
GPD GROUP
THE DEDICATED POS POWER CIRCUIT REQUIRES AN ISOLATED GROUND IN ADDITION TO THE NORMAL COMMON BUILDING GROUND. THE ISOLATED GROUND WIRE SERVES TWO PURPOSES: * AS A SAFETY PATH TO GROUND. * AS A ZERO REFERENCE POINT FOR ALL POS DIGITAL LOGIC.
Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
05
S
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
04
T
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
6'-5" (+48")
12 3'-3" (+48") 3'-6" (+48")
* USE AN INSULATED CONDUCTOR FOR THE ISOLATED GROUND WIRE. * RUN THE ISOLATED GROUND WIRE THROUGH THE SAME CONDUIT AS THE HOT AND NEUTRAL WIRES. * INSTALL ONLY ISOLATED GROUND (IG) TYPE RECEPTACLES. * CONNECT THE ISOLATED GROUND WIRE TO BUILDING GROUND ONLY AT THE MAIN SERVICE PANEL. * VERIFY THAT IG RECEPTACLES PRE-WIRED IN OWNER SUPPLIED EQUIPMENT HAVE A TRUE ISOLATED GROUND THAT CAN BE TRACED BACK TO THE BUILDING GROUND AT THE MAIN SERVICE PANEL.
10"
F.O. STUD
BE SURE TO:
S
4'-3" 4'-6" 4'-9" (+48")
10
HM
THE GROUND MUST EXHIBIT THE LOWEST POSSIBLE IMPEDANCE TO MINIMIZE VOLTAGE TRANSIENTS AND NOISE.
03
5'-11" (+48")
T
F.O. STUD
F.O. STUD 8"
DO NOT CONNECT THE ISOLATED GROUND WIRE TO THE CONDUIT, JUNCTION BOXES, THE FRAME ON A SUBPANEL, OR ANY OTHER METAL SURFACE.
M
03
J
A-17 A-17 D-38
A-21
1'-2" (+60")
A-17
A-15
D-8
SECURITY BUTTON ON WALL
ISOLATED GROUND (IG) (#12 WIRE)
N.T.S.
01
1
b a
V
LIGHTING CONTROL SWITCH-FRONT LIGHTING CONTROL SWITCH REAR
5
ISOLATED GROUND (IG) (#6 WIRE) DEDICATED NEUTRAL
01 ADT
2'-8" (+48") 2'-11" (+48")
COMMON GROUND (EQUIPMENT GND) INSTALLED PER N.E.C.
V
A-19
01
H
A-17
DEMARC
2'-2" (+84")
DEDICATED CIRCUITS: DEDICATED CIRCUITS REQUIRE A DEDICATED HOT AND A DEDICATED NEUTRAL THAT ARE NOT SHARED WITH ANY OTHER CIRCUITS. IG RECEPTACLES MUST BE "PHASE ALIGNED" WITH THE "B" PHASE OF BUILDING SUBPANEL "A".
J J
5'-8" (+42") 6'-0" (+18")
A-19
N
TECH-IN-A-BOX
S
02
S
01
T
02
T
01
5'-3" (+24")
A-6 GND
3'-11" (+48") 4'-3" 4'-6"
J
6'-6" (+24")
4 7'-6" (+24")
D-25
F.O. STUD
01
10" 6"
EARTH GROUND
ISO. GND
IG RECEPTACLE
IR
IG RECEPTACLE
1'-4" (+80")
UTILITY NEUTRAL
SUBPANEL (OR EQUIPMENT SERVICE CABINET)
DEDICATED HOT
02/11/15
NOTE: IN LIEU OF GFCI OUTLETS CONTRACTOR CAN USE GFCI CIRCUIT BREAKERS, TO BE "ACCESSIBLE".
P.O.S. ISOLATED GROUND SYSTEM
LV TRANSFORMER SECONDARY WIRING, TYP. IG OUTLET FOR LV TRANSFORMER FOR ETHERNET SWITCH
LV TRANSFORMER SECONDARY WIRING, TYP.
HM
02 HM 07B
N.T.S.
6
ENLARGED POWER AND COMMUNICATIONS PLAN (OFFICE)
P
1
THERMOSTATS CONTROLS.
2
DISPLAY UNIT FOR HM-02.
3
DUAL-OUTPUT DETECTOR FOR HM-02.
4
PHONE JACK FOR MODEM.
1/2" = 1'-0"
3
ISSUED FOR CONST.
01.30.15
02
11
WIRE MOLD TO ABV. CLG, TYP.
LINE OF WORK SURFACE
HM
08
HM
03
IG OUTLET FOR LV TRANSFORMER FOR HM-02
IG OUTLET FOR DT TIMER MONITOR (CLG MT'D.)
CONTRACT DATE: IG OUTLET FOR LOW VOLTAGE TRANSFORMER FOR HME CONTROL UNIT (WHICH IS LOCATED BEHIND MONITOR)
HM 07A
S
P
(CLG MT'D.)
HM
TO ROUTER IN OFFICE
ISOLATED GROUND OUTLET FOR D/T SYSTEM
SECURITY BUTTON UNDER COUNTER
ISOLATED GROUND OUTLET FOR MONITOR (CLG MT'D.)
12 HM
14
N.T.S.
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER:
310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL V
02
1209 RECKEWEG RD. FORT WAYNE, IN
T
05
LIVE MAS
03
04
MEDIUM40
P
07
ISOLATED GROUND OUTLET FOR PRINTER AND POS
HM
04
CONDUIT IN WALL (TYP.) SEE SHEET E5.0 SCHEDULE FOR SIZE & QTY OF CONDUITS
P
04
P
07
ENLARGED POWER PLAN AND DETAILS
ISOLATED GROUND OUTLET FOR VSAT & ALT. PAYMENT ROUTER ISOLATED GROUND OUTLET FOR PRINTER AND POS
E3.1
REFER TO COMMUNICATIONS SCHEDULE ON SHEET E5.0 FOR EQUIPMENT DESCRIPTIONS/MOUNTING HTS.
ENLARGED INTERIOR ELEVATION (D/T WINDOW)
1/2" = 1'-0"
16
NOT USED
N.T.S.
8
KEY NOTES
N.T.S.
A
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
CL
FACE OF TOWER WALL STUD
13
13
CENTER OVER D/T WINDOW
40'-6 3/8" (+152")
51'-8 1/2" (+170")
CENTER BETWEEN WINDOWS
FACE OF TOWER WALL STUD
13
13
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
CL B-35 (SIGN)
B-35 (SIGN)
B-35 (SIGN) 3'-1 1/2" (+160") J
6'-10" (+142")
B-9 (BUILDING ACCENT) J
7 10
B-41 (SIGN) GREEN
RTU
2
RS
c
11 GREEN
RTU
J
GREEN
1
1
2P, 30A SW, 20A FUSES, NEMA-3R
c
5
D-7:9:11
c
4
D-27 WPG
1
D-28
D-27 WPG
D-37:39:41 2 3
c
c
8 D-1:3:5
J
02/11/15
J
D-16:18
c c
J
2P, 30A SW, 20A FUSES, NEMA-3R D-12:14 5
D-31:33:35 2 3 8
c
EF
2
D-20 3
ISSUED FOR CONST.
01.30.15
B-31 (SIGN)
30'-7 1/2" (+151.5")
25'-6" (+151.5")
FACE OF TOWER WALL STUD
B-27 (SIGN)
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 JUNE 2014
PLAN VERSION: SITE NUMBER:
310450 / 427473
STORE NUMBER:
POWER ROOF PLAN
PROVIDE CONNECTION FROM RETURN AIR DUCT SMOKE DETECTORS TO MECH CONTROL CIRCUIT PER DETAIL 2/E6.0, AND FIRE ALARM SYSTEM (IF PRESENT).
B.
2
SPECIFIED RTU IS SUPPLIED WITH THRU THE BASE ELECTRICAL CONNECTIONS AND FACTORY INSTALLED HACR CIRCUIT BREAKER WITH WEATHER TIGHT ENCLOSURES AND ACCESS THRU SWINGING DOOR.
C. REFER TO MECH. DWGS FOR MECHANICAL EQUIPMENT ELECTRICAL REQ'S.
3
POWER AND CONTROL ENTRY FROM BOTTOM OF UNIT.
D.
4
CONNECT TO EF-1 RELAY. SEE LIGHTING PLAN FOR EXACT LOCATION.
5
1/2" C, WITH REQ'D CONDUCTORS TO J-BOX IN CEILING ABOVE ICE MACHINE. MAKE CONNECTION TO ICE MACHINE AND CONDENSING UNIT.
6
REFER TO POWER PLAN FOR CONTINUATION TO COOLER / FREEZER.
7
MOUNT PHOTOCELL ON NORTH SIDE OF RTU-2. CONNECT TO EXTERIOR LIGHTING CONTROL PANEL.
8
RTU'S SHALL BE PROVIDED WITH BUILT-IN DISCONNECT, SINGLE POINT WIRING AND CONVENIENCE OUTLET.
9
CONTRACTOR SHALL VERIFY CIRCUIT BREAKER TYPE, STARTER, DISCONNECT SWITCH, AND FUSE SIZE (IF REQUIRED) WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS PRIOR TO PLACING ORDER AND FURNISH AND INSTALL EVERYTHING AS REQUIRED.
ALL CUTS IN ROOFING MEMBRANE SHALL BE MINIMAL AND IN ACCORDANCE WITH ROOFING MFR'S AND INSTALLER'S REQ'S.
ALL EXPOSED ELECTRICAL CONDUITS SHALL PENETRATE ROOF MEMBRANE AT PIPE HOODS U.O.N.
E.
REFER TO ELECT. EQUIP. SCHEDULE AND ELECT. ROUGH-IN PLAN.
F.
ALL CONDUITS FROM EXHAUST FANS SHALL BE ROUTED INSIDE OF CURB.
I.
J.
NOT USED
E
NOT USED
D
TACO BELL
1
H. REFER TO GENERAL NOTES SHEET E2.0 FOR IMPORTANT INFORMATION.
F
A
A. NO CONDUIT SHALL BE FASTENED DIRECTLY TO OR THROUGH ROOFING MEMBRANE.
G. ALL CONDUITS TO AND FROM RTU SHALL BE ROUTED INSIDE OF RTU CURB. COORDINATE WITH RTU MFR RECOMMENDATIONS.
NOT USED
1/4"=1'-0"
ALL WIRING AND CONDUITS SHALL BE CONCEALED. NO CONDUITS PERMITTED TO RUN EXPOSED ACROSS ROOF DECK. ROUTE ALL CONDUITS THROUGH EQUIPMENT ROOF CURBS OR ARCHITECT SPECIFIED ROOF PENETRATIONS. ARMOR CABLE (BX) ALLOWED WHERE ACCEPTABLE BY CODE.
POWER ROOF PLAN NOTES
C
10
RAIN SENSOR.
11
PIPE HOOD. SEE 9/A6.0
12
ELECTRICAL CONTRACTOR SHALL MAKE ALL ELEC. CONNECTIONS INCLUDING ALL NECESSARY INTERCONNECTIONS BETWEEN THE COMPRESSOR ON THE ROOF & THE EVAPORATOR IN THE ICE MACHINE AS REQ'D. REFER TO THE MFR'S SHOP DWGS FOR EXACT INSTALL. & INTERCONNECTION RQMTS, PRIOR TO ROUGH-IN INSTALL.
13
COORDINATE LOCATION OF J-BOX WITH SIGN VENDOR. SEE SCOPE OF WORK.
GREEN
KEY NOTES
2014088.06
B
1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
POWER ROOF PLAN
E3.2 PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
7 TB B-9
B-21
B-21
EM5/B-4
B-19
B-19
B-9
E B-1
L1 B-4
G1 B-4
L1 B-4
S
E B-1
L1 B-4
L1 B-4
L1 B-4
S
L1 B-4
2
11
6 L1 B-4
R B-4
L1 B-4
EM1 B-1
E B-1
L1 B-4
S
L1 B-4
2
L1
L1 B-4
G1 B-4
R B-4
EM4 B-4
R B-4
R B-4
B-23
B-25
S
L1 B-4
E B-1
L1
EM2 B-1
B-4
L1 B-4
R B-4
a
L1 B-4 B-1 S
EM4 B-4
L1 B-4
B-25
EM4 B-4
L1 B-4
J
a
NL
E B-1
S
L1 B-4
02/11/15
B-1
EM2
L1 B-4
a
E B-1
L1 B-1
EM1 B-1
L1 B-4
3
B-5
L1 B-4
B-23
E B-1
a
E B-1
R B-4
L1 B-4
R B-4
X-1 B-9
EM1 B-1
E B-1
L1 B-4
R B-4 L1 B-4
B-21
14
L1 B-4
EM1 B-1
EM4 B-4
1
4
E B-1
12 L1 B-4
TB B-9
TB B-9
L1 B-4
EM4 B-4 L1 B-4
8 (+114")
B-9
B-19 R B-4
R B-4
R B-4
TB B-9
G B-1
G1 B-4
TB B-9
EM5/B-4 TB B-9
EM5/B-4
14
X-1 B-9
TYP.
13
5
9
ISSUED FOR CONST.
GENERAL NOTES
TB B-9
13
TB B-9
A. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER. B. EMERGENCY AND NORMAL LIGHTING MARKED WITH "NL" SUBSCRIPT SHALL OPERATE CONTINUOUSLY. PROVIDE UNSWITCHED HOT TO NORMAL AND EMERGENCY BALLAST. C. EMERGENCY LIGHTING NOT MARKED WITH "NL" SUBSCRIPT SHALL OPERATE UNDER CONTROL OF LIGHTING SWITCH AS INDICATED. PROVIDE UNSWITCHED CONSTANT HOT TO EMERGENCY BALLAST AND SWITCHED HOT TO NORMAL BALLAST. D. ALL CONDUITS ENTERING OR LEAVING COOLER/FREEZER SHALL BE PROVIDED WITH SEAL-OFF FITTING WITH COMPOUND PER NEC 300-(7a). E. ALL INTERIOR LIGHTING CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAYS. SEE 2/E6.0. F. CONTRACTOR TO FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING HARDWARE. G. ALL FIXTURES SUPPLIED WITH LAMPS.
LIGHTING PLAN NO.
QTY
LOCATION
MFR / CATALOG NUMBER
DESCRIPTION
#
LAMP
BALLAST
TYPE
TYPE
MOUNTING TYPE
HT.
VOLT WATT
REMARKS
NO. QUANTITY
LOCATION
MFR / CATALOG NUMBER
DESCRIPTION
LAMP #
TYPE
BALLAST TYPE
MOUNTING TYPE
HT.
A
VOLT WATT
GREEN
B 18W PAR38 LED 18W
A
CENTER OF BRACKET AT 9'-2" A.F.F.
NA
ALIGN BOTTOM OF FIXTURE'S MOUNTING BRACKET WITH CHANGE IN EIFS THICKNESS
B NA EM5
3
LIGHTALARMS CAMN/LX6-DB
EMERGENCY EXTERIOR EGRESS FIXTURE
2
NA
LED WALL
SEE KEY NOTES
120
18
UNSWITCHED 'HOT'
NA
CENTER OF BRACKET AT 14'-0" A.F.F.
NA
(LED OPTION) X1
VERIFY
EXTERIOR AGILIGHT #LA-APEX-65K-G2 SLAT WALL
LED STRIP LIGHT
1
LED
NA
WALL
CONTRACT DATE:
09/08/14
(LED OPTION)
1
PRE-FABRICATED & PRE-FINISHED SOFFIT. REFER TO A7.1 FOR SPECIFICS.
SITE NUMBER:
2
FOR LIGHTING FIXTURES, CONDUIT, CONDUCTORS AND INSTALLATION RESPONSIBILITIES, REFER TO SCOPE OF WORK.
STORE NUMBER:
3
FIXTURE AND SWITCH FACTORY INSTALLED WITH UNIT. G.C. TO COMPLETE CIRCUITING.
4
EXHAUST HOOD LIGHT FIXTURES SUPPLIED WITH HOOD AND MTD IN PRE-WIRED J-BOX. COMPLETE CIRCUITING PER DETAIL 2/E6.0.
5
COORD. J-BOX LOCATION WITH WOOD FRAMING SO IT REMAINS CONCEALED BEHIND FIXTURE. VERIFY MOUNTING HEIGHT WITH ARCH. DWGS.
6
OUTLET FOR MENU BOARD: SEE SHEET E3.0. VERIFY POINT OF CONNECTION. 10 LIGHT PANELS WIRED IN SERIES. G.C. TO MAKE FINAL CONNECTION.
7
CANOPY DOWN LIGHTS FURNISHED WITH CANOPY. G.C. TO MAKE FINAL CONNECTION.
8
J-BOX FOR CANOPY LIGHTS. VERIFY POINT OF CONNECTION. WIRE VIA EXTERIOR LIGHTING CONTACTOR.
9
REFER TO ARCHITECTURAL EXTERIOR ELEVATIONS ON A4.0 AMD A4.1 FOR DIMENSIONED LOCATION OF FIXTURE.
10
SEAL ALL ELECTRICAL CONDUITS INTO THE WALK-IN COOLER. SEE DETAIL 6/E3.1
11
ALERT LIGHT : ONLY APPLIES WHEN A GEN IV POWER SOAK IS USED. DISREGARD IF GEN III POWER SOAK IS USED. SEE SHEET E3.0 FOR POWER REQUIREMENTS.
12
MOUNT "EM5" AT 8'-6" A.F.G. TO CENTER OF FIXTURE.
EM
(LED OPTION)
13
MOUNT "EM5" AT 8'-0" A.F.G. TO CENTER OF FIXTURE.
EM
(LED OPTION)
14
REFER TO E3.2 FOR POWER TO FIXTURE "X1".
C. 10 THD ELECTRONIC CLASS B CONSUMER END OF LIFE PROTECTED
E. 100W PRESSURE SODIUM HPF
A. 20THD ELECTRONIC T8 THERMALLY PROTECTED C.B.M. APPROVED CLASS P
C. 10 THD ELECTRONIC CLASS B CONSUMER END OF LIFE PROTECTED
E. 100W PRESSURE SODIUM HPF
B. 90 MINUTE EM PRODUCING 350-450 LUMENS
D. F CAN 100W METAL HALIDE HPF 60HZ
F. 100W METAL HALIDE HPF
B. 90 MINUTE EM PRODUCING 350-450 LUMENS
D. F CAN 100W METAL HALIDE HPF 60HZ
F. 100W METAL HALIDE HPF
310450 / 427473 2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
BOLD
LIGHTING PLAN AND SCHEDULE
BALLAST LEGEND
A. 20THD ELECTRONIC T8 THERMALLY PROTECTED C.B.M. APPROVED CLASS P
JUNE 2014
PLAN VERSION:
120 3.28/FT BY SIGN VENDOR
NA
BALLAST LEGEND
A
REMARKS
NA
A
1/4"=1'-0"
BUILDING TYPE: LIVE MAS MEDIUM40
NA
A
EXTERIOR
01.30.15
E4.0 KEY NOTES
B
PLOT DATE:
GPD GROUP Glaus, Pyle, Schomer, Burns & DeHaven, Inc.
03
S
F.O. STUD
HM 07B 02
03
HM
08
P
07
P
04
1'-6" 3'-1"
FACE OF STUD 6"
J
1'-6" 2'-0"
B
3'-1"
H
4'-2"
M
S
05
P
07
01
02
01
M
M
05
S
05
V
02
T S
05 05
04
V
02
3 E3.1
05
B
1'-5" 10"
TV
S
10
AS
S
J
02
S
11
11
02
F.O. STUD TV
ENLARGED PLAN
02
P
F.O. STUD
01
T
P
03
B S
M
P
J
P
07 T
01
B
S
P
2'-4"
13'-0"
HM 07A HM
J
ADT
J
01
O
DEMARC
J
FACE OF STUD 2
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
25'-0"
J
26'-11"
28'-0"
05
29'-4"
T
12
30'-3"
HM
520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
11
HM HM
2" C.O. FROM TELEPHONE COMPANY POINT OF CONNECTION (UNDERGROUND). INSTALL INSIDE REAR WALL AND EXTEND TO ABOVE KITCHEN CEILING LEVEL
FOR FUTURE HIGH SPEED INTERNET. RUN TO ABOVE OFFICE CEILING
B
CL
B S
06
S
09
KP
12'-2" 11'-7"
11'-10"
TV
H
01
02
10'-7" H
01
9'-3" 8'-8"
02/11/15
01 S
S
S
FS
F.O. STUD
07 8'-11"
s
J
F.O. STUD
F.O. STUD
08
S
ISSUED FOR CONST.
04
COMMUNICATIONS PLAN
S
J
HOLD-UP BUTTON (MOUNT 2-1/2" BEHIND COUNTER EDGE)
DOOR CONTACT (LINKED TO AUDIO / VISUAL ALARM)
MUSIC SYSTEM SPEAKERS
"SOUND ALERT" DEVICE
SECURITY STROBE
KP KEYPAD (MTD AT 48" A.F.F.)
J-BOX
AS
2" x 4" J-BOX W/ DATA PORTS
H
01
UNDER COUNTER HOLD-UP BUTTON
H
02
WALL MOUNTED HOLD-UP BUTTON
ELEVATION
+18" A.F.F.
REMARKS
COM. #
ELEVATION
REMARKS
SEE DETAIL 6/E3.1.
S
02
J-BOX SECURITY SYSTEM
+106" A.F.F.
4X4 J-BOX ADJACENT TO T-02 W/ (1) 2" CONDUIT TO S-01.
SURFACE MTD. 2X4 J-BOX ON INSIDE OF WALK-IN COOLER WALL W/ (1) 1/2" CONDUIT TO ABOVE KITCHEN CEILING. BUTTON FACING DOWN. SEE DETAIL 5/E3.1
S
03
J-BOX SECURITY SYSTEM
+30" A.F.F.
2X4 J-BOX W/ (1) 1/2" CONDUIT TO ABV. CLG. FOR HOLD-UP BUTTON SIGNAL WIRE.
S
04
J-BOX SECURITY SYSTEM
+84" A.F.F.
2X4 J-BOX W/ COVER & (1) 1/2" CONDUIT TO ABOVE CEILING.
-
S
05
J-BOX SECURITY SYSTEM
+24" A.F.F.
2X4 J-BOX W/ 3/4" CONDUIT TO S-05 AND TO ABOVE CEILING.
S
06
J-BOX SECURITY SYSTEM
+48" A.F.F.
2X4 J-BOX W/ (1) 1/2" CONDUIT TO ABOVE CEILING FOR SECURITY SYSTEM KEYPAD.
S
07
J-BOX SECURITY SYSTEM
TOP OF JAMB
S
08
"SOUND ALERT" DEVICE
CEILING
CONNECT TO SECURITY SYSTEM.
S
09
SECURITY STROBE LIGHT
CEILING
CONNECT TO SECURITY SYSTEM.
S
10
ALARM SIREN
ABV. CEILING
CONNECT TO SECURITY SYSTEM
HM
01
NOT USED
B
BUMP PAD (MOUNT AT FRONT COUNTER)
HM
02
D/T TIMER SIGNAL PROCESSOR J-BOX
+114" A.F.F.
4X4X4" DEEP (MIN.) J-BOX ABV. CLG. W/ (1) 1" CONDUIT TO HM-07B, (1) 1" CONDUIT TO HM-04, (1) 1-1/2" CONDUIT TO HM-08 & (1) 1" CONDUIT TO HM-12. SEE DET. 16/E3.1.
FS
HOOD FIRE SUPPRESSION SYSTEM PULL STATION
HM
03
D/T BASE STATION J-BOX
+72" A.F.F.
4X4 J-BOX @ D/T BASE STATION W/ (1) 1-1/2" C TO HM-08 & (1) 1-1/2" C TO HM-07A. SEE DET. 16/E3.1.
HM
04
D/T COMM SYSTEM J-BOX
+18" A.F.F.
4X8 J-BOX W/ (1) 1" CONDUIT TO HM-02, (1) 1" CONDUIT TO HM-07A, (1) 1" CONDUIT TO PICK-UP WINDOW D/T LOOP, AND (3) 1" CONDUITS TO D/T MENU BOARD. SEE DET. 16/E3.1.
HM
05
NOT USED
OCCUPANCY SENSOR. CEILING MOUNTED. SEE DETAILS 1 & 2 / E7.0 TECH-IN-A-BOX
COMMUNICATIONS LEGEND
D
A. SUPPLY AND INSTALL OUTLETS AND CONDUIT FOR OWNER SUPPLIED AND INSTALLED CABLE AND LOW VOLTAGE WIRING (U.O.N.) TELEPHONE AND MUSIC SYSTEM WIRING SHALL BE SUPPLIED AND INSTALLED. SEE SCOPE OF WORK SHEETS. SEE SHTS. E3.0 AND E3.1 FOR ELECT. INFO ON POS, SECURITY SYSTEM, CCTV SYSTEM, (OFFICE) COMPUTER, DRIVE-THRU TIMER AND DRIVE-THRU COMMUNICATION SYSTEM.
C. THIS PLAN INCLUDES CONDUITS AND J-BOXES FOR POS, SECURITY SYSTEM, CCTV SYSTEM, (OFFICE) COMPUTER, TELEPHONE SYSTEM, MUSIC SYSTEM, DRIVE-THRU TIMER AND DRIVE-THRU COMMUNICATION SYSTEM. D.
EQUIPMENT ITEM
ALARM SIREN ABOVE CLG
MOTION DETECTOR
B.
COM. #
ALL OUTLETS AND BOXES MOUNTED IN THE SERVING COUNTER CABINETRY ARE TO BE 24" AFF. INSTALL JUNCTION BOXES WITH CONDUIT UNDER CABINET TO NEAREST WALL AND TO ABOVE CEILING.
COMMUNICATIONS NOTES
E
-
EQUIPMENT ITEM
1/4"=1'-0"
D/T TIMER DISPLAY J-BOX
+62" A.F.F.
2X4 J-BOX W/ (1) 1-1/2" CONDUIT TO HM-03 AND (1) 1"C TO HM-04. SEE DET. 16/E3.1.
S
11
MOTION / HEAT DETECTOR
+78" A.F.F.
STUB 1/2" CONDUIT. D5835 OR D5820. MOUNT 90" A.F.F. FOR OFFICE
HM 07B
D/T TIMER DISPLAY J-BOX
+114" A.F.F.
2X4 J-BOX ABV. CEILING W/ (1) 1" CONDUIT TO HM-02. SEE DET. 16/E3.1.
S
12
J-BOX SECURITY DVR
+42" A.F.F.
2X4 J-BOX FOR SECURITY DVR.
T
01
TELEPHONE SERVICE BOX PER LOCAL TELEPHONE COMPANY. PROVIDE 24"X24"X3/4" PLYWOOD PANEL AT CLG. PROVIDE PULL STRING IN 2" CONDUIT.
+48" A.F.F.
PROVIDE (1) 25 PAIR TELEPHONE CABLE. ONLY (2) LINES TO BE USED. LINE ONE FOR VOICE/FAX. LINE (2) FOR COMPUTER MODEM.
T
02
SECURITY SYSTEM PHONE JACK
+106" A.F.F.
2X4 J-BOX ADJACENT TO S-02 W/ RJ-31X PHONE JACK.
T
03
VOICE LINE PHONE JACK
+42" A.F.F.
2X4 J-BOX W/ DOUBLE RJ-11 PHONE JACK & 1" CONDUIT TO ABOVE CEILING.
T
04
COMPUTER LINE PHONE JACK
+42" A.F.F.
2X4 J-BOX W/ RJ-11 PHONE JACK AND 1" CONDUIT TO ABOVE CEILING.
T
05
POS PHONE JACK
+24" A.F.F.
2X4 J-BOX W/ 1" CONDUIT TO ABOVE CEILING.
08
D/T J-BOX
+96" A.F.F.
4X4X4" DEEP (MIN.) J-BOX W/ (1) 1-1/2" CONDUIT TO HM-03 & (1) 1-1/2" CONDUIT TO HM-02. SEE DET. 16/E3.1.
HM
10
OCB SWITCH
+52" A.F.F.
2X4 J-BOX W/ (1) 1" CONDUIT TO ABOVE CEILING
HM
11
D/T CONTROL UNIT J-BOX
+114" A.F.F.
2X4 J-BOX ABV. CEILING W/ (1) 1" CONDUIT TO HM-12 . SEE DET 16/E3.1.
HM
12
D/T ETHERNET SWITCH J-BOX
+114" A.F.F.
2X4 J-BOX ABV. CLG W/ (1) 1" CONDUIT TO HM-11, 1" CONDUIT TO HM-02, AND 1" CONDUIT TO OFFICE ROUTER
IR
01
IRRIGATION TIMER
+80" A.F.F.
4X4 J-BOX W/ 1" CONDUIT TO IRRIGATION VALVES.
M
01
SPEAKER, CEILING MOUNTED
M
03
MUSIC SYSTEM J-BOX
+60" A.F.F.
O
01
(4) 1" DATA CONDUITS
U.G.
P
02
KITCHEN MONITOR J-BOX
@ CLG.
P
03
KITCHEN MONITOR J-BOX
+84" A.F.F.
2X4 J-BOX W/ (1) 3/4" CONDUIT TO ABOVE CEILING.
P
04
BUMP PAD J-BOX
+24" A.F.F.
2X4 J-BOX W/ (1) 3/4" CONDUIT TO P-03.
P
07
POS J-BOX W/ 2-1/2" DIA HOLE IN COVER PLATE
+24" A.F.F.
6X6X4" DEEP J-BOX W/ 2-1/2" CONDUIT IN WALL TO ABV. CEILING, WITH PULL STRING FOR POS.
S
01
J-BOX SECURITY SYSTEM
+48" A.F.F.
4X4 J-BOX AT SECURITY SYSTEM CONTROL PANEL W/ (1) 2" CONDUIT TO S-02.
CEILING
SPEAKER WIRING FROM SPEAKERS IN DINING ROOM TO AMPLIFIER IN OFFICE. FOR EXACT LOCATION OF SPEAKERS, SEE LIGHTING PLAN SHEET E4.0.
CONTRACT DATE:
FROM MENU BOARD/SPEAKER POST TO ABOVE CEILING FOR OCB AND D/T COMM. SYST. SEE DET. 4/E7.0.
PLAN VERSION: SITE NUMBER:
01
CCTV MONITOR
+88" A.F.F.
2X4 J-BOX W/ (1) 1/2" CONDUIT TO ABV. CLG. SEE DTL. 2/E6.0
TV
02
SECURITY CAMERA
+90" A.F.F.
MINI-DOME CAMERA MTD. TO BTM. OF MENU BOARD BULKHEAD. 2X4 J-BOX W/(1) 1/2" CONDUIT TO ABOVE CEILING MTD. ON BACK SIDE OF BULKHEAD.
V
01
ALTERNATE PAYMENT ROUTER BOX
+90" A.F.F.
4X4 J-BOX W/ 1/2" CONDUIT TO ABOVE CEILING FOR ETHERNET CABLES (DOUBLE JACK)
V
02
CREDIT CARD READER (VSAT)
+24" A.F.F.
2X4 J-BOX W/ 1/2" CONDUIT TO ABOVE CEILING FOR ETHERNET CABLES.
COMMUNICATIONS ROUGH-IN SCHEDULE
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
LIVE MAS MEDIUM40
COMMUNICATIONS PLAN
2X4 J-BOX FLUSH @ CEILING. FOR M.A.P.S. LINE MONITOR J-BOX. TV
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40
CCTV INSTALLATION IS BASED ON THE CRIME INDEX AS DETERMINED BY YUM! LOSS PREVENTION MANAGER. THE STANDARD CCTV PACKAGE WILL CONSIST OF (1) CCTV MONITOR W/ WALL BRACKET AND (1) MINI-DOME CAMERA MTD. TO BTM OF MENU BOARD BULKHEAD.
CLOSED CIRCUIT TELEVISION (CCTV)
4X4 J-BOX & COVER W/ (1) 1/2" CONDUIT TO ABOVE CEILING FOR MUSIC SYSTEM. SEE SCOPE OF WORK.
A
2X4 J-BOX W/ (1) 1/2" CONDUIT TO ABOVE CEILING FOR DOOR CONTACT.
HM 07A
HM
01.30.15
E5.0 B
PLOT DATE:
A1 OFF DELAY TD TIMER B1 15 MIN. A2
15 700 AB TIMER
CONTROL BOX
18
EF-1 STARTER
AUX
GPD GROUP
LIGHTING CONTACTOR
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
R1
C1
LC1
13
LC1-1
LC1-2
LC1-3
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
LC1-4
14 OL
TO TERMINALS 1&2 R1-1
120V 5A 9
LC1-4
R1-2 5
12
INTERNAL CONTROL BOX WIRING
8
14AWG BLK WHT E N B L
ORG E 1 B
G
BLK 2
RED 3
BLK 4
RED 5
BLK 6
1" SEPARATION
CONTROL BOX Taco Bell's supplier of the Control Box is Air Care Experts. The Control Box includes the box and all components shown within the box and internal wiring between the components.
7
BLK 8
RED 9
HOOD MOUNTED THERMOSTAT CLOSE ON RISE
20A
20A
RED
11
BLK
12
13
RED
RED
14
INVERTED SWITCH "SW. b" LIGHTING CONTROL SWITCH DINING ROOM IN MGR OFFICE
HOOD LIGHTS
EF-1
BLK
10
INVERTED SWITCH "SW. a" OCCUPIED CONTROL SWITCH REAR IN MGR OFFICE
FIELD GROUND
20A PANEL CIRCUIT BREAKER (TYP)
WHT
20A
16
17
18
LTB6
J1-11
LTB6
J1-11
TRANE RTU-1
20A
E B
TRANE RTU-2
FIELD WIRING
KITCHEN & BATHROOM LIGHTS
DINING ROOM LIGHTS
EF-2
20A
15
20A
Primary Contact: Chuck McCabe Phone: 949 770 2222
R
H
Fax: 949 770 5885 ELECTRICAL SERVICE 120V SINGLE PHASE 60HZ WITH EARTH GROUND
Email:
[email protected] Be prepared at time of order or quote to specify the manufacturer of the package units.
N
120V FOR EF-1 CIRCUIT
H
N
120V HOOD LIGHT CIRCUIT
H
N
120V KITCHEN LIGHTING CONTROL CIRCUIT
H
N
120V FOR EF-2 CIRCUIT
H
N
120V CIRCUIT FOR DINING ROOM
H
02/11/15
N
120V CIRCUIT FOR KITCHEN & BATHROOM LIGHTS
This panel is Listed to applicable UL Standards and requirements by UL. Field wiring or field components are not Listed under this mark.
LIGHTING CONTROL RELAY (REAR) AND HOOD AND HVAC INTERLOCK DETAIL RTU #1
N.T.S.
2
SMOKE TESTRESET
POWER ZONE SENSOR
ISSUED FOR CONST.
01.30.15
1" x 3" WIRE DUCT
REMOTE SENSOR
H N GND
7"
HOOD STAT
DINING ROOM OCCUPIED
16"
CONTROL BOX
16"
HOOD LIGHTS
1" x 3" WIRE DUCT
KITCHEN OCCUPIED
EF-2 EXHAUST
KITCHEN LIGHTS DINING ROOM LIGHTS
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
1" x 3" WIRE DUCT
POWER
CONTRACT DATE:
1" x 3" WIRE DUCT
EF-1 HOOD EXHAUST
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
JUNE 2014 310450 / 427473
STORE NUMBER:
2014088.06
TACO BELL 1209 RECKEWEG RD. FORT WAYNE, IN
R1 TD
LIVE MAS MEDIUM40
SMOKE TESTRESET
RTU #2 POWER
ZONE SENSOR 1" x 3" WIRE DUCT
ELECTRICAL DETAILS
ANSUL REMOTE SENSOR FIELD SUPPLIES HIGH VOLTAGE WIRING
E6.0
FIELD SUPPLIED LOW VOLTAGE WIRING
COMPONENT RELATIONSHIP
N.T.S.
20
FAN & LIGHT CONTROL BOX
N.T.S.
12
EXTERIOR LIGHTING CONTROL RELAY
N.T.S.
4
PLOT DATE:
GENERAL NOTES: 1.
TOP OF SLAB
3/4" C.O TYP.
RIDID STEEL CONDUIT THRU SLAB
PROVIDE 4" OCTAGONAL J-BOX.
FINISH CEILING 3/4" C.O
GRAVEL NO
FIRE SUPPRESSION
EARTH PAD
NO
48" A.F.F.
YES001
FINISH FLOOR
GAS SHUT OFF VALVE
PROVIDE 1/2" C WITH CONTROL CABLE. MAKE INTERCONNECTIONS TO VALVE AND RESET RELAY.
SHUNT TRIP BREAKER
PROVIDE 1/2" C WITH CONTROL CABLE. MAKE INTERCONNECTIONS TO EXHAUST & SUPPLY FAN INTERFACE THROUGH MICROSWITCH ON HOOD.
120 V ELECTRIC GAS VALVE
NC
~
N.T.S.
Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101
MANUAL RESET RELAY FURNISHED WITH UNIT INSTALLED BY E.C.
SAND
UNDER SLAB CONDUIT
GPD GROUP
L O A D
PROVIDE J-BOX , AND 110 V CIRCUIT. REFER TO EQUIPMENT SCHEDULE/FLOOR PLAN FOR CIRCUIT ASSIGNMENT. INTERCONNECT TO MANUAL RESET RELAY THROUGH MICROSWITCH.
SLAB
NOTE: GREEN GROUND WIRE REQUIRED IN ALL CONDUITS, SIZED PER N.E.C. REQUIREMENTS.
NEUTRAL
KEY NOTES:
ELECTRICAL METALLIC TUBING
SCHEDULE 40 PVC
REFER TO SHEET M3.0
RTU -1 RTU -2
N NC S1
17
NEUTRAL
CABLE AND CONNECTION TO FUSIBLE LINKS AT EXHAUST HOOD BY K.E.C. PROVIDE INTERCONNECTION TO "SHUNT TRIP" BREAKER AT PANEL AND MICROSWITCH AT HOOD.
120 V
LINE 120VAC,60Hz
Copyright; Glaus, Pyle, Schomer, Burns & DeHaven, Inc. 2015
LOAD
HOT
SLOT FOR SNAP ACTION MICRO-SWITCH. UP TO FOUR SWITCHES AVAILABLE FOR HOOK-UP. SWITCH 1: GAS SHUT-OFF VALVE. SWITCH 2: EXH/S. SWITCH 3: SHUNT TRIP BREAKER IN ELE PANEL.
FIRE SUPPRESSION SYSTEM WIRING DIAGRAM
N.T.S.
GREEN GROUND
GREEN WATTSTOPPER DW-100 DUAL TECHNOLOGY WALL SENSOR SYMBOL ON PLAN - S
9
WATTSTOPPER DT-355 LINE VOLTAGE DUAL TECHNOLOGY CEILING SENSOR LOAD L O A D
SYMBOL ON PLAN -
HOT NEUTRAL
LINE 120VAC,60Hz
GREEN GROUND GREEN
02/11/15
NOT USED
N.T.S.
18
NOT USED
N.T.S.
14
NOT USED
N.T.S.
10
SHUNT TRIP CIRCUIT BREAKER (TYP.). SEE PANELBOARD SCHEDULES FOR ACTUAL QUANTITY. ST
ISSUED FOR CONST.
01.30.15
ST HOOD FIRE EXTINGUISHER CONTACT
ST SHUNT TRIP CIRCUIT BREAKER COIL (TYP.)
TO PANEL "A" SEQUENCE OF OPERATION: UPON ACTIVATION OF ANY HOOD FIRE SUPPRESSION SYSTEM RELAY, A RELAY IN THAT FIRE SUPPRESSION SYSTEM SHALL CAUSE ALL SHUNT TRIP CIRCUIT BREAKERS TO OPERATE, THUS REMOVING POWER FROM ALL DEVICES CONNECTED TO EQUIPMENT LOCATED UNDER THE GREASE HOOD. EXHAUST FANS SHALL NOT BE AFFECTED BY THIS ACTION AND SHALL CONTINUE TO BE CONTROLLED AS INDICATED IN THE SEQUENCE OF OPERATIONS INDICATED IN DETAIL 2/E6.0.
CONTRACT DATE:
09/08/14
BUILDING TYPE: LIVE MAS MEDIUM40 PLAN VERSION: SITE NUMBER:
JUNE 2014 310450 / 427473
STORE NUMBER:
SHUNT TRIP DETAIL
N.T.S.
2014088.06
11 TACO BELL
SECURITY SYSTEM MONITOR. SEE SHEET A2.0.
1209 RECKEWEG RD. FORT WAYNE, IN
BOTTOM OF MENU BOARD SOFFIT
LIVE MAS
WALL BEHIND SERVICE COUNTER
4"
4"
MIN
MIN
MEDIUM40
SECURITY MONITOR BASE ATTACHMENT. PROVIDE WD. BLKG.
ELECTRICAL DETAILS
DATA OUTLET. SEE SHEET E5.0
NOTES: 1. DEAD FRONT GFCI DEVICES ARE PROVIDED FOR KITCHEN EQUIPMENT REQUIRING BOTH A SHUNT TRIP BREAKER AND GFCI PROTECTION. 2. REFER TO SHEET E3.0 FOR LOCATION OF DEAD FRONT GFCI DEVICES. 3. PROVIDE LABEL ON DEVICES WITH CIRCUIT NUMBER AND LOAD DESIGNATION.
ELECTRICAL OUTLET. SEE SHEET E3.0
DEAD FRONT GFCI DEVICE DETAIL
N.T.S.
3
E7.0
NOTE:
VIEW IS LOOKING UP AT WALL BEHIND SERVICE COUNTER & BOTTOM OF MENU BOARD SOFFIT.
POWER/DATA @ SECURITY MONITOR
N.T.S.
12
DRIVE-THRU COMMUNICATIONS ISOMETRIC
N.T.S.
4
PLOT DATE:
