3601 Orlando Dr - BC08-001628 (KFC) (INTERIOR RENOVATION) (A)A. ALL WORK SHALL CONFORM TO THE 2004 EDITION OF THE FLORIDA BUILDING CODE (2006 REV), AND ALL
OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF SANFORD, FLORIDA.
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 11-28-2007 PREPARED BY TINKLEPAIJGH SURVEYING SERVICES,
INC. AND IS INCLUDED IN THESE DOCUMENTS.
E. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICAL
INVESTIGATION BY PSI. 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.
J. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SETAT 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
NAME ROOM NAME
.I
SHEET NUMBER
44( :AX. >2
�-- ELEVATION NUMBER
3
8' 4" CEILING HEIGHT
BLDG. SECTION LETTER
X
AX.X
BLDG. SECTION SHEET
XELEV. LETTER
AX' ELEV. SHEET
ODOOR NUMBER
O WINDOW NUMBER / DECOR ITEM NUMBER
❑X EXTERIOR WALL FINISH NUMBER
KEY NOTE
X-000 EQUIPMENT NUMBER
XX ROOM FINISH NUMBER
�-- DETAIL NUMBER
425 d�
X
X DIRECTION OF DETAIL
�( INTERIOR ELEVATION DESIGNATION
DETAIL SHEET
15500 NEW BARN ROAD SUITE 106
A REVISION NUMBER
ID SHEAR WALL TYPE (STRUCTURAL)
r0=0 BLDG. HEIGHT
ELEV REFERENCE POINT
XXX 000 EQUIPMENT/ FIXTURE NUMBER (M.E.P,)
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS
GENERAL DRAWING SYMBOLS
LEGAL JURISDICTION: CITY OF SANFORD
BUILDING CODE: FBC 2004 (2006 REV), NEC,2002'�60�
BUILDING AREA: BUILDING 2,517 S,F. (PLUS 298 S.F. WALK-IN COOLER/FREEZER = 2815 S.F, TOTAL)
SEATING: 60
TYPE CONSTRIJCTIO',F(<I;D
a# PHONE LINES: 25 PAIR CABLE IN 2" CONDUIT
.+n�OTtlyp �T�' �rL 4 +Prt�, :<"nA'ns�w4xa iy,
�C,E ,IC
CASE; �N 80 /1[?S / 3 FHP,SE/(120 �08aVOL'
.����
PROJECT SUMMARY
OWNER
425 d�
KFC US PROPERTIES, INC,
CKE GROUP, INC.
a4q 417
4�
15500 NEW BARN ROAD SUITE 106
Orlando, FL 32822
o�
Operating Brand: KFC
Contact: JUAN CARCACHE
o
Phone: (954) 805-7089
CONSTRUCTION MANAGER
q
JMERI CgNA t2< �,
YUM BRANDS, INC.
CKE GROUP, INC,
6200 Lee Vista Blvd,
15500 NEW BARN ROAD SUITE '106
Orlando, FL 32822
PROJECT
Contact: JOHN MCCARTHY
Contact: EDUARDO CARCACHE
LOCATION
Phone: (305) 558-4124
CIVIL ENGINEER
ggULEVERD
CKE GROUP, INC.
TROPIC-KOOL ENGINEERING;,
p� `,�.�
1332 DONEGAN ROAD
MIAMI LAKES , FLORIDA 33014
V�
Contact: EDUARDO CARCACHE
Contact: BILL JOHNSON
LOCATION MAP N
Phone: (727) 581-2824
GEOTECHNICAL ENGINEER
NOT TO SCALE
Pr6fessional Sewice Industries, Inc. (PSI)
BARTL ETT LANDSCAPE, INC.
1748 33rd Street
144117 STIRRUP LANE
VICINITY MAP
LEGAL JURISDICTION: CITY OF SANFORD
BUILDING CODE: FBC 2004 (2006 REV), NEC,2002'�60�
BUILDING AREA: BUILDING 2,517 S,F. (PLUS 298 S.F. WALK-IN COOLER/FREEZER = 2815 S.F, TOTAL)
SEATING: 60
TYPE CONSTRIJCTIO',F(<I;D
a# PHONE LINES: 25 PAIR CABLE IN 2" CONDUIT
.+n�OTtlyp �T�' �rL 4 +Prt�, :<"nA'ns�w4xa iy,
�C,E ,IC
CASE; �N 80 /1[?S / 3 FHP,SE/(120 �08aVOL'
.����
PROJECT SUMMARY
OWNER
ARCHITECT
KFC US PROPERTIES, INC,
CKE GROUP, INC.
6200 Lee Vista Blvd,
15500 NEW BARN ROAD SUITE 106
Orlando, FL 32822
MIAMI LAKES, FLORIDA 33014
Operating Brand: KFC
Contact: JUAN CARCACHE
Phone: (407) 330-5609
Phone: (954) 805-7089
CONSTRUCTION MANAGER
STRUCTURAL CONSULTANT
YUM BRANDS, INC.
CKE GROUP, INC,
6200 Lee Vista Blvd,
15500 NEW BARN ROAD SUITE '106
Orlando, FL 32822
MIAMI LAKES, FLORIDA 33014
Contact: JOHN MCCARTHY
Contact: EDUARDO CARCACHE
Phone: (407) 864-8260
Phone: (305) 558-4124
CIVIL ENGINEER
MECH. / ELEC. ENGINEER
CKE GROUP, INC.
TROPIC-KOOL ENGINEERING;,
15500 NEW BARN ROAD SUITE 106
1332 DONEGAN ROAD
MIAMI LAKES , FLORIDA 33014
LARGO, FLORIDA 33771
Contact: EDUARDO CARCACHE
Contact: BILL JOHNSON
Phone: (305) 558-4124
Phone: (727) 581-2824
GEOTECHNICAL ENGINEER
LANDSCAPE ARCHITECT
Pr6fessional Sewice Industries, Inc. (PSI)
BARTL ETT LANDSCAPE, INC.
1748 33rd Street
144117 STIRRUP LANE
Orlando, FL 32839
WELLINGTON, FLORIDA 33414
Phone: (407) 304-5560
Contact: RICK BARTLETT
`
Phone: (561) 795-0443
PROJECT DIRECTORY
vlreushlea .
N S`&9- Ill VIN IQ
CITY OF SANFORD UTILITY DEPARTMENT
BELLSOUTH
300 SANFORD UTILITY DEPARTMENT
501 WEST 9th STREET
SANFORD, FLORIDA 32771
SAN FORD , FLORIDA 32771
Contact: RICHARD, BLAKE
Contact: COMMERCIALS ALES
Phone: (407) 330-5609
Phone: (407) 323-4720
WATER
CITY OF SANFORD UTILITY DEPARTMENT
300 SANFORD UTILITY DEPARTMENT
SANFORD, FLORIDA 32771
Contact: RICHARD. BLAKE
Phone: (407) 330-5609
GAS
FLORIDA PUBLIC UTILITIES
STRUCTURAL
P,O.BOX 530969
DeBARY , FLORIDA 327510969
Phone: (386) 668-2600
ELECTRIC
FLORIDA POWER & LIGHT
Contact: JOHN TRINIDAD
Phone: (407) 328-1902
UTILITY CONTACTS
PL
r
CKE
pm%q6au rw
DA"51neering-architecture planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
ppb
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
...r- .�.A - - - „- - .. - a,• .� a e.- v / t 9111
ANY ERROR OR OMISSION IN
PLAN REVIEW SHALL NOT BE
>TRUCED TO GRANT APPRO VAL OF
VIOLATION OF ANY ADOPTED
:ENT BUILDING CODES OR
[CIPAL CODES OF THIS
DICTION
0
0
0
0
0
0
,L
CONTRACT DATE:
A
B
C
G
E
F.
G
FI
TITLE/SITE
DRAWING DATE:
3-11-2008
T1.0 TITLE SHEET
STRUCTURAL
S1.0 FOUNDATION PLAN
S2.0 NOT USED
53.0 ROOF FRAMING PLAN
S4.0 STRUCTURAL DETAILS (FOUNDATION)
S4.1 STRUCTURAL DETAILS (ROOF)
S4,2 STRUCTURAL DETAILS (ROOF)
35.0 STRUCTURAL ELEVATIONS
ARCHITECTURAL
A1.0 FLOOR PLAN
A1.1 DOOR &WINDOW ELEVATIONS & SCHEDULES
A2.0 EQUIPMENT AND SEATING PLAN
A2.1 EQUIPMENT SCHEDULE
A3.0 ROOF PLAN
A4.0 EXTERIOR ELEVATIONS
A4.1 EXTERIOR ELEVATIONS
A5,0 WALL SECTIONS
A5.1 WALL SECTIONS - TOWER SECTIONS
A5.2 WALL SECTIONS - TOWER SECTIONS
A6,0 CONSTRUCTION DETAILS - ROOF
A6.1 CONSTRUCTION DETAILS - DOOR & WINDOW
A6,2 CONSTRUCTION DETAILS -WALL
A6.3 CONSTRUCTION DETAILS - INTERIOR FINISH
A7.0 FLOOR FINISH PLAN
A7,1 REFLECTED CEILING PLAN
A7.2 FINISH SCHEDULE
A8.0 INTERIOR ELEVATIONS - DINING ROOM
A8,1 INTERIOR ELEVATIONS, ENLARGED RESTROOM & OFFICE PLAN
A6.2 INTERIOR ELEVATIONS - KITCHEN
A8,3 INTERIOR ELEVATIONS - KITCHEN
ACCESSIBILITY
ADA1.0 ACCESSIBILITY REQUIREMENTS
ADA1.1 ACCESSIBILITY REQUIREMENTS
MECHANICAL
M1.0 MECHANICAL SCHEDULES AND NOTES CODE COMPLIANCE TO BE
M2.0 DUCT AND DIFFUSER PLAN FIELD VERIFIED BY CITY
M3.0 HOOD DRAWINGS - PLANS AND SECTIONS BUILDING INSPECTOR
M3,1 HOOD FIRE SUPPRESSION DETAILS .
`
NOT]
M4,0 MECHANICAL &HOOD DETAILS
THIS
PLUMBING
CON;
P1,0 PLUMBING SCHEDULES AND NOTES CODE COMPLIANCE TO BE
ANY
P2.0 WASTE AND VENT PLAN FIELD VERIFIED BY CITY
CURI
P3.0 WATER AND GAS PLAN BUILDING INSPECTOR
MUN
P4,0 PLUMBING ROUGH -IN PLAN
JURIk,
1`5,0 RISER DIAGRAMS
P6,0 PLUMBING DETAILS
ELECTRICAL
E1.0 SITE ELECTRICAL PLAN
E2.0 RISER DIAGRAM AND LEGEND
E2.1 PANEL SCHEDULES AND LOAD SUMMARY CODE COMPLIANCE TO BE
E3,0 POWER FLOOR PLAN
FIELD VERIFIED BY CITY
E3.1 ENLARGED POWER PLAN AND DETAILS
BUILDING INSPECTOR
E3,2 POWER ROOF PLAN
E4,0 LIGHTING PLAN & SCHEDULE
E5.0 COMMUNICATIONS PLAN
E6,0 ELECTRICAL DETAILS
SCOPE OF WORK
SEE SPECIFICATIONS
SPECIFICATIONS
IN BOOK FORMAT
e
j Diva.
PL
r
CKE
pm%q6au rw
DA"51neering-architecture planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
ppb
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
...r- .�.A - - - „- - .. - a,• .� a e.- v / t 9111
ANY ERROR OR OMISSION IN
PLAN REVIEW SHALL NOT BE
>TRUCED TO GRANT APPRO VAL OF
VIOLATION OF ANY ADOPTED
:ENT BUILDING CODES OR
[CIPAL CODES OF THIS
DICTION
0
0
0
0
0
0
,L
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE .`
SANFORD, FLORIDA
K -y07
(Cmu)
TITLE SHEET
SHEET INDEX I PLOT DATE: 2008
A
11 6" 70'-B" (FACE OF MASONRY TO FACE OF MASONRY)
2' 0' h' 0" 171-61
10'-0"
M.O. M.O.
- - _F_ - - - -
SLAB TO BE 6" WIDER
THAN VV,I.C. ON EXPOSED SIDES
v
VERTICAL TIES REMARKS
AARK SIZE
REINFORCENG
7
REBAR
MARK SIZE REMARKS
CROSSBAR
PROTECTION. SEE SPECIFICATIONS SECTION 02362.
(WOOD)
2. ALL TIMBER WOOD IN CONTACT WITH CONCRETE SHALL BEPRESSURE TREATED
3. SEE SITE PLAN FOR LOCATION ON WALKS, CURB, ACCESSIBLE
c 1 C-1
��
8" x '12"
4 #5 VERT
#3 cco 8;; c/c
TIE COLUMN TO BE PO
V',(/ MASONRY IN PLA J
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RAMPS AND ALL OTHER MISCELLANEOUS SITE WORK
W REINFORCED
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;.............._..,
74 0
WF-2
12" x 32"
3#5 CONT.
#3 @ 36" ac.
r
��
_....
14
MASONRY WALL 6
TYP.
4. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OF MINIMUM
1,- CON CRE fE S TF3E TfH = :3,000 PSI.
2.- LAP ALL VERTICAL R IF.: 36 BAR 0 (U.O.N,)
F-1
4'-0" x 4'-0" x 12"
6#5 EACH WAY
FRONT PIERS
S4.0
RTI FS
S4.0
5. TOP OF FOOTINGS ARE SHOWN AS BEING 1' 4" MIN. BELOW GRADE,
F-2
3'-0" x .3 0 x 12
405 EACH WAY
4.- NO SPLICE ALLOWED AT 1 RMEDIATE BM. OR TB„
VERIFY SOILS STRENGTH, FROST PROTECTION AND OTHER LOCAL
5.- ALL CONCRETE TIE COLUMNS S L BE'OURED IN DIRECT OQi CT w,BLOCKING BEARING'iVALL.
CODE REQUIREMENTS PRIOR TO POURING CONCRETE
AT 32' Cie (TYP _ _
-. _
FD
; ...... ._ F
F-3
FF -3
F-2
2#5 CONT.
-
6. COMPACTION TEST, AS REQUIRED BY THE SOILS REPORT AND YUM BRANDS,
CONCRETE MASONRY:
ALL CONCRETE MASONRY CONSTRUCTION SHALL ONFOR 0 THE REOUIRENIENTS OF
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,
CD
5
L
"SPECIFICATIONS FOR THE DESIGN AND CONSTRUCT F LOAD BEARING CONCRETE MASONRY:
PROVIDE BUILDING DEPARTMENT WITH TEST RESULTS,.
OF THE NATIONAL CONCRETE MASONRY AS50CIATI A ACI 530-88 & ACI 530,1-88.
�FD
7, CONCRETE BLOCK SHALL BE NORMAL WEIGHT
6.--'.; FD l
1, AT EXTERIOR DOOR OPENINGS: 5,- ALLOWABLE SOIL BEARING;
` :'
j FD
HAVE AN ULTIMATE NET COMPRESSIVE STR TH OF 2,000 P51 IMIJNI TO GIVE A MINIMUM
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PROVIDE HORIZONTAL JOINT REINFCEMENT EVERY OTHER COURSE (1 /c)-DUPOWALL-9 GA. -LADDER TYPE,
AS INDICATED ON FOUNDATION PLAN FOR 2,500 P.S.F.
PROVIDE CONTROL JOINT CENTERED ON WALLn
SOIL BEARING PRESSURE, VERIFY
9. CONCRETE IS DESIGNED FOR P = 3000 PSI MINIMUM
COMPRESSIVE STRENGTH, POURED CONCRETE SHALL
MORTAR SHALL BE ASTM C-270. RTLAND CEIV:ENT/LIME TYPE "S" FRESHLY P PARED AND UNIFORMLY
MIXED WITH MINIMUM CUNIR ESSIVE STRENGTH OF 18,00 PSI @28 DAYS- FACE v . LL OF BED JOINTS TO
2- MONOLITHIC SLAB EDGE PER DETAIL SOIL BEARING CAPACITY
BE EQUAL TO f' = 3000 P.S.I, MINIMUM COMPRESSIVE STRENGTH.
SIM.
IS TYPICAL UNLESS NOTED OTHERWISE. BEFORE PLACING FOOTINGS.
3.- TOP FOOTING TO BE VA" BELOW TOP 7,- VERIFY EXACT SLAB DIMENSIONS
FLOOR SLAB, UNLESS NOTED OTHERWISE, 1N1 FREEZER MANUFACTURER
4.- CONCRETE BLOCK COURSING STARTS AT TOP PRIOR TO CONSTRUCTION
10. REINFORCING STEEL TO LAP WHERE SPLICED 48 DIA.
MINIMUM LAP 24".
11. ALL INTERIOR SILL PLATES FOR WOOD STUD WALLS SHALL BE FASTENED
TO SLAB WITH 0.145 DIA. POKIER DRIVEN FASTENERS WITH (2) 7/8" WASHERS
FILL ALL CELLS WTT ONCRETE GROUT CONTAINING REINFORCING STEEL. (NEXT TO 0 JINGS)
GROI-IT USED IN C .i CRETE BLOCKS SHALL HAVEA MNIMUM COMPRESSIVE STRENGTH OF2,500 PSI @ 28 S•
GROUT MUSTH' !E A SLUMP BEPIVEEN 3" MIN. AND 12' MAX.
_......."
B-OTTO� F CELLS TO BE FILLED. ALL GROUT SHALL BE PUDDLED WITH GROUT STICK IMMEDIATRLY AFTER POURING.
5'-0"
5'-0" '
EYE
FOOTING SCHEDULE
E
GENERAL NOTES
0o
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i
FD
TERMITE PROTECTION -
ALL SOIL AND FILL UNDER FLOORS AND/OR"WITHIN OR UNDER BUILDING SHALL HAVE
HD
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PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST TERMITES. THE
STANDARDS OF NATIONAL PEST CONTROL ASSOCIATION SHALL BE DEEMED AS
\-CD
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14
-
:
S4 0
APPROVED IN RESPECT TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION
_
54.0
i
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TYP.
AGAINST TERMITES. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY LICENSED PEST CONTROL AGENCY THAT CONTAINS THE FOLLOWING
STATEMENT "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
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SOILS REPORT
;
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SCHEDULE NOTE
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-
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SCHEDULE NOTE #1
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2'-4" I VA"
70'-B" (FACE OF MASONRY TO FACE OF MASONRY)
10'-0"
1_> I 11 I 10 I 9 1 8 1 7
VERTICAL TIES REMARKS
AARK SIZE
REINFORCENG
1. CONTRACTOR TO TREAT SOIL UNDER SLAB WITH PROPER TERMITE
REBAR
MARK SIZE REMARKS
CROSSBAR
PROTECTION. SEE SPECIFICATIONS SECTION 02362.
(WOOD)
2. ALL TIMBER WOOD IN CONTACT WITH CONCRETE SHALL BEPRESSURE TREATED
3. SEE SITE PLAN FOR LOCATION ON WALKS, CURB, ACCESSIBLE
c 1 C-1
��
8" x '12"
4 #5 VERT
#3 cco 8;; c/c
TIE COLUMN TO BE PO
V',(/ MASONRY IN PLA J
WEE
12" x 24'
3#5 CONT.
03 @ 36" ac.
RAMPS AND ALL OTHER MISCELLANEOUS SITE WORK
WF-2
12" x 32"
3#5 CONT.
#3 @ 36" ac.
4. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OF MINIMUM
1,- CON CRE fE S TF3E TfH = :3,000 PSI.
2.- LAP ALL VERTICAL R IF.: 36 BAR 0 (U.O.N,)
F-1
4'-0" x 4'-0" x 12"
6#5 EACH WAY
FRONT PIERS
2,500 PSF BEARING CAPACITY.
3 HOOK COL. VERTICAL S AT FOOTING &TOP BEAM
5. TOP OF FOOTINGS ARE SHOWN AS BEING 1' 4" MIN. BELOW GRADE,
F-2
3'-0" x .3 0 x 12
405 EACH WAY
4.- NO SPLICE ALLOWED AT 1 RMEDIATE BM. OR TB„
VERIFY SOILS STRENGTH, FROST PROTECTION AND OTHER LOCAL
5.- ALL CONCRETE TIE COLUMNS S L BE'OURED IN DIRECT OQi CT w,BLOCKING BEARING'iVALL.
CODE REQUIREMENTS PRIOR TO POURING CONCRETE
6,- FOOTING DOWELS, SAME SIZE & NU ER OF COLUMN ABOV , P=36 B,AR DIA. 8' (U.0•�'.)
F-3
16" x 16"
2#5 CONT.
-
6. COMPACTION TEST, AS REQUIRED BY THE SOILS REPORT AND YUM BRANDS,
CONCRETE MASONRY:
ALL CONCRETE MASONRY CONSTRUCTION SHALL ONFOR 0 THE REOUIRENIENTS OF
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,
"SPECIFICATIONS FOR THE DESIGN AND CONSTRUCT F LOAD BEARING CONCRETE MASONRY:
PROVIDE BUILDING DEPARTMENT WITH TEST RESULTS,.
OF THE NATIONAL CONCRETE MASONRY AS50CIATI A ACI 530-88 & ACI 530,1-88.
7, CONCRETE BLOCK SHALL BE NORMAL WEIGHT
CONCRETE MASONRY UNITS SHALL CONFORd�I ASTM C-90. qLL CONCRETE BUCKS SHALL
1, AT EXTERIOR DOOR OPENINGS: 5,- ALLOWABLE SOIL BEARING;
UNITS A5 PER ASTM C-90 SPECIFICATIONS.
HAVE AN ULTIMATE NET COMPRESSIVE STR TH OF 2,000 P51 IMIJNI TO GIVE A MINIMUM
PROVIDE #4 BARS A'T '12" ON CENTER PRESSURE 2,500 P.S.I.
COMPRESSIVE STRENGITH OF MASONRY SEMBIAGE (Nn) OF `,500 1 UNLESS NOTED OTHERWISE,
x 6-0 LONG, (10 AT COOLER)
WITH e" PROJECTION 6.- ALL FOOTINGS ARE DESIGNED
8, REINFORCING STEEL f0 BE INTERMEDIATE GRADE DEFORMED
BARS AS PER ASTM A615 (GRADE 60) 60,000 P.S.I. MIN. YIELD.
PROVIDE HORIZONTAL JOINT REINFCEMENT EVERY OTHER COURSE (1 /c)-DUPOWALL-9 GA. -LADDER TYPE,
AS INDICATED ON FOUNDATION PLAN FOR 2,500 P.S.F.
PROVIDE CONTROL JOINT CENTERED ON WALLn
SOIL BEARING PRESSURE, VERIFY
9. CONCRETE IS DESIGNED FOR P = 3000 PSI MINIMUM
COMPRESSIVE STRENGTH, POURED CONCRETE SHALL
MORTAR SHALL BE ASTM C-270. RTLAND CEIV:ENT/LIME TYPE "S" FRESHLY P PARED AND UNIFORMLY
MIXED WITH MINIMUM CUNIR ESSIVE STRENGTH OF 18,00 PSI @28 DAYS- FACE v . LL OF BED JOINTS TO
2- MONOLITHIC SLAB EDGE PER DETAIL SOIL BEARING CAPACITY
BE EQUAL TO f' = 3000 P.S.I, MINIMUM COMPRESSIVE STRENGTH.
BE FULLY MORTARED,W ` SHALL BE FULLY MORTARED WERE AAD,jACENT CELLS A, TO BE GROUTED/FILLED
IS TYPICAL UNLESS NOTED OTHERWISE. BEFORE PLACING FOOTINGS.
3.- TOP FOOTING TO BE VA" BELOW TOP 7,- VERIFY EXACT SLAB DIMENSIONS
FLOOR SLAB, UNLESS NOTED OTHERWISE, 1N1 FREEZER MANUFACTURER
4.- CONCRETE BLOCK COURSING STARTS AT TOP PRIOR TO CONSTRUCTION
10. REINFORCING STEEL TO LAP WHERE SPLICED 48 DIA.
MINIMUM LAP 24".
11. ALL INTERIOR SILL PLATES FOR WOOD STUD WALLS SHALL BE FASTENED
TO SLAB WITH 0.145 DIA. POKIER DRIVEN FASTENERS WITH (2) 7/8" WASHERS
FILL ALL CELLS WTT ONCRETE GROUT CONTAINING REINFORCING STEEL. (NEXT TO 0 JINGS)
GROI-IT USED IN C .i CRETE BLOCKS SHALL HAVEA MNIMUM COMPRESSIVE STRENGTH OF2,500 PSI @ 28 S•
GROUT MUSTH' !E A SLUMP BEPIVEEN 3" MIN. AND 12' MAX.
MAXIMU FIGHT OF GROUT POUR SHALL BE ,I'-0' UNLESS CLEAN OUT OPENINGS ARE PROVIDED THE
B-OTTO� F CELLS TO BE FILLED. ALL GROUT SHALL BE PUDDLED WITH GROUT STICK IMMEDIATRLY AFTER POURING.
OF FOOTING WITH COURSE #1
COLUMN SCHEDULE
FOOTING SCHEDULE
E
GENERAL NOTES
3'-10" I'-4"
N1,0.
6-2"
5 1 4
SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS
5
ALL FILL MATERIALS SHOULD BE FREE OF ORGANIC MATERIALS,
SUCH AS ROOTS AND VEGETATION. AS A GENERAL GUIDE TO AID
,THE CONTRACTOR, WE RECOMMEND USING FILL WITH 3 TO 10 PERCENT BY
DRY WEIGHT OF MATERIAL PASSING THE 19.5, STANDARD No. 200 SIEVE SIZE
ALL STRUCTURAL FILL SHOULD BE PLACED IN LEVEL FIFTS NOT
'TO EXCEED 12 INCHES IN UNCOMPACTED THICKNESS,EACH LIFT
SHOULD BE COMPACTED TO AT LEAS F 95 PERCENT OF THE
MODIFIED PROCTOR (A,aTM D--1557) MAXIMUM DRY DENSfTY
VALUE. THE FILLING AND COMPACTION OPERATIONS SHOULD
CONTINUE IN LIFTS UNTIL THE DESIRED ELEVATION (S), IS ACHIEVED,
IF HAND-HELD COMPACTION EQUIPMENT IS USED, THE LIFT
THICKNESS SHOULD BE REDUCED -TO 6 INCHES.
FOUNDATION SUPPORT BY SPREAD FOOTINGS AND FOUNDATfON
COMPACTION CRITERIA
EXCAVATE -THE FOUNDATIONS TO THE PROPOSED BOTTOM OF
FOOTING ELEVATIONS AND, THEREAFTER, VERIFY THE IN-PLACE
COMPACTION FOR A DEPTH OF ONE FOOT BELOW THE FOOTING
BOTTOMS, IF NECESSARY. COMPACT THE BOTTOM OF THE
EXCAVATIONS TO ACHIEVE A MINIMUM DRY DENSITY EQUIVALENT
TO 95 PERCENT OF -THE MODIFIED PROCTOR MAXIMUM DRY
DENSITY (ASTM D-1557) FOR A DEPTH OF 2 FEET BELOW THE
FOOTING BOTTOMS. BASED ON THE EXISTING SOIL CONDITIONS
AND, ASSUMING THE ABOVE OUTLINED PHOOF-ROLLING AND
COMPACTION CRITERIA IS IMPLEMENTED, AN ALLOWABLE SOIL
BEARING PRESSURE OF 2,500 POUNDS PER SQUARE FOOT (PSF)
MAY BE USED IN THE FOUNDATION DESIGN.
REFER TO SOILS REPORT BY:
P51, INC, TELE.: (407) 304-5560
3
INCORPORATED
engineering
�r�r
terJ
tu
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idnninJ
15500 NEW BARN ROAD
SUITE '106
MIAMI LAKES, FLORIDA 33014
PHONE: X305) 558-4124
E FAX: (305)826-0619
EB#0004432
0�
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
D JACK D. RAUDENBUSH
ARCHITECT -AR 2808
C
EOG�EU,.UvTH 6' t 6 Q
VAPO�a'��E��� Q
,VER W�LI�GU,pQBECTEQ:;�ICL Q
CD
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CONTRACT DATE: 10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
2 1 STORE NUMBER: W750279
DRAWING`; DATE: 3-1'I-2008
FOUNDATION PLAN 1/4"=1'-0" A
KFC
`�! J SLAB SHALL BE PITCHED 112" FOR 5'-0" DIA. AT ALL FLOOR DRAINS U.O.N. 3601 S ORLANDO DRIVE
REFER TO PLUMBING DRAWINGS FOR LOCATIONS, SANFORD , FLORIDA
D PROVIDE HUB DRAIN (HD) UNLESS REQUIRED BY LOCAL CODE TO HAVE FLOOR
SINK (FS)
CJ INDICATES INSIDE SURFACE OF FOOTING. SEE SHEET S4.0
4 FLOOR DRAIN FOR MOP SINK.
`�5 1 #6 IN CONCRETE FILLED CELL AT EACH SIDE OF MASONRY OPENING
BAR TO BE CONTINUOUS FROM FOOTING TO BEAN] TERMINATING WITH K -y07
STANDARD HOOK, ALL SPLICES TO BE MIN. 48" LAP (TYPICAL) SEE 7%34.0
�J COORDINATE PAD SIZE WITH WALK-IN BOX MANUFACTURERS SHOP DRAWINGS.
7 THICKEN PIER, MATCH DEPTH OF BLDG, FOOTING, PROVIDE #5 BOT. C
PERIMETER OF PIER (MAINTAIN MIN, 3" COVER),
8" FOUNDATION RECESS FOR CMU, TYP. FOUNDATION
30"x3U" FOOTING av/ (3) #5 REBAR EW, BOT. PLAN
10 ELECTRICAL STUBS THRU SLAB. SEE ELECT. DRAWINGS FOR LOCATIONS.
1/2" WATER LINE THRID FLOOR, SEE PLUMBING DRAWINGS FOR LOCATION.
PROVIDE PVC SLEEVE THRU SLAB. Im 1114 AN
KEY NOTES N.T.S.
PLOT DATE: 2006
1. SHADED AREAS INDICATE DECK IS TO BE OMITTED AT DUCT AND
EQUIPMENT PENETRATIONS.
2. TRUSSES ARE DIMENSIONED ON CENTER. DOUBLED TRUSSES UNDER
ROOFTOP UNITS AND AT THE CUPOLA PLATFORM ARE DIMENSIONED TO THE
CENTER OF THE COMBINED 3' WIDTH.
3. ROOF DECKING & NAILING:
A. AT BLOCKED DIAPHRAM (23 FT. MIN, FROM EACH END -HATCHED AREA)
19/32 APA RATED PLYWOOD, EXP. 1, V//10d NAILS AT 21/2"r� c
ALONG PERIMETER, 4" ALONG PANEL EDGES AND 6" o.c. AT
INTERMEDIATE SUPPORTS.
B. ELSEWHERE_
10/32 APA RATED PLYWOOD, EXP, 1, W/1Od NAILS AT 2 '1/2"ac.
ALONG PERIMETER, 4" ALONG PANEL EDGES AND 6" c.c. AT
INTERMEDIATE SUPPORTS,
4. CEILING HUNG SHELVING SHOWN ON SHEET EQI REQUIRES SUPPORTAT
TRUSS. SEE CEILING HUNG SHELF DETAIL ON WALL SECTION SHEET
5. ALL DIMENSIONS SHOWN ON ROOF PLAN ARE FOR ROUGH OPENING
ROOF FRAMING NOTES
A I rAINtL tUutS ANU T c/c A I IN I tHIUH �31JF IJUH 113 & 2 1/2"
AT PERIMETER WALLS - CROSS HATCHED AREA =18 FT. MIN.
II II Il II II II II II II 11 I 11 11 11 II I II
�c> 3 c 3E+" 3L 3E"" 3
rS
MARK
10-28-2007
BUILDING TYPE:
K -y07
STIRRUPS
REMARKS
SITE NUMBER:
DEPTH
BOTTOM
TDP
DRAWING DATE:
ELEV.
PROVIDE 2 #5 CORNER BARS 3'-0"
BB -1
8��
16"
12' 0"
-1 #7
1 #7
LONG EA. LEG AT ALL CORNERS
B-1
8"
24"
12'-0"
1 #7
'1 #7
PRECAST CONCRETE LINTEL - 81`24 RATED AT 2698 PLF
"CASTCRETE"
BY NOA 03-0605.05
B-2
8"
32"
12` 0"
1 #7
1 #7
PRECAST CONCRETE LINTEL 81`24 RATED AT 3685 PLF
"CASTCRETE"
BY NCA 03-0605.05 '
B-3
0
8"
8"
8' 4 1/�"
PRECAST LINTEL
PRECAST CONCRETE LINTEL RATED AT 1599 PLF - BY "CAti=)TCRETE"
NOA 03-0605.05 (250 PLF ACTUAL LOAD)
F8" ?
PRECAST LINTEL
PRECAST CONCRETE LINTEL RATED AT 1599 PLF - BY "CASTCRETE'
NCA 03-0605.05 (250 PLF ACTUAL LOAD)
1,- BOTTOM BARS SHALL EXTEND 6" MIN. INTO ANY
4.- DROP BOTTOM OF TIE BEAM OR BEAM TO TOP
COLUMN, ALL WAY INTO END COLUMNS,
OF DOOR OR WINDOW HEAD AND ADD 2 #5 BOTTOM
BARS. EXTEND DROP & REBARS 8" EA. SIDE OF
2.- TOP BARS SHALL EXTEND '1/4 SPAN INTO
OPENING.
ADJACENT BEAMS, HOOK AT END BEAMS,
5.- CAMBER BEAM FORMS 1/4" PER EA. 10 FT. SPAN.
3- TOP & BOTTOM BARS TO BE CONTINUOUS ONLY
IF SO CALLED IN BEAM SCHEDULE BY A NOTE
6- PROVIDE 2 45 BEND BARS,, 3"' AT ALL CORNERS
OR HEAVY DOT ( ), TOP BARS SPLICED AT
OF TIE BEAMS OR BEAMS, cOF INA #3 TIES
MIDDLE THIRD OF SPAN, BOTTOM BARS SPLICED
@ 12" c/c (AT TB) WHERE 13END BARS OCCURS.
BEAM SCHEDULE __F_C
A I rtHIPVIL I tH WALL i - l; tU HA I (jHtU AHtA = 1 b t 1. MIM.
D11II II II I! II II 11 II I! II !I II II II II li II
r- I rcl- r- CV 1 r 1 `-- r I
STARTING-, POINT OF TRUSS LAYOUT - REAR EDGE OF TRUSS.
VERIFY NECESSITY OF DOUBLE TRUSSES V1IrH TRUSS mFR. DUE TO POINT LOADING,
TYPICAL. SECOND TRUSS (IF REQ'D.) SHALL BE LOCATED ON THE FRONT SIDE OF
I LLI JSTRATED TRUSS,
COORDINATE BLOCKING WITH EXHAUST AND SUPPLY DUCT.
SATELLITE DISH PIPE SUPPORT. SEE DETAIL 2/A6A
C _5 CONT 2XII WD BRIDQ',ING ON TOP OF BOTTOM CHORD. ADJUST AS REOIRED FOR DUCT
PLENUMS, MAX SPACING AT 4B" O.C, OR TIC?,HTER SPACING AS REQUIHED BY TRUSS
DESIGN. SEE 12 & I6/S4.1 FOR CONFIGURATION,
F� SIMPSON M TA 24 AT CORNER DBL TOP PLATE CEN TER S TRAP ON CORNER.
(2) 2x6 BLOCKING W/ U26-2 HANGERS. TYP. ALL ROOF OPENINGS - SEE DETAIL 15/84.2
Q LOCATION OF HOODS, SEE HOOD DRAWINGS FOR HOOD ATTACHMENT DETAILS.
2x6 ,JOIST W/ U26 EACH END FOR LENGTH OF CONDENSER CURB. VERIFY LENGTH W/ M
OPENING FOR SUPPLY FAN DUCT.
C,11 EXHAUST DUCT OPENINGS SIZED FOR "DUCT WRAP", ADJUST ROUGH OPENINGS AS
REQUIRED WHERE 'l -HR DUCT SHAFT CONSTRUCTION IS REQUIRED BY LOCAL CODE,
REFER TO MECH, DWGS,
12 SEE DETAILS ON SHEET S4,3 FOR TOWER SUPPORT.
.-13 NOT USED
114 HVAC HOOF OPENING FOR DUCT, VERIFY SIZE WITH HVAC MFR. & MECHANICAL DWGS,
2x4 BLOCKING FOR ROOF DRAIN AREA. SEE DETAIL 13/A6,0.
2X6 CEILING JOISTS C '16" O.C. @ 10' 4" A,F,F. SEE 1/A6,4,
�_'I 7> 2x6 a 2'-0" O.C. W/ IJ -26 @ EA. ENE
CD NOT USED
(-19–) LOCATION OF STEAM HOOD (NOT SUSPENDED FROM TRUSSES).
KEY NOTES
ROOF PLAN 1r1 I'IJ° I A
TRUSS TO WALL ANCHORAGE SCHEDULE
REACTIONS NIAXIPJUIvI)
MK UPLIFT CAPACITY STRAP
UPLIFT = 3,117 LBS. NU-VUE INDUSTRIES NXHTA-16H
L1 = '1,575 LBS. WITH DOUBLE NVHTA-20 STRAPS &
L2 = 2,175 LBS, INTO STRAP & 6-10d x 1 112" NAILS
INTO SEAT PER
NOA 04-0510.03
O 6224 LBS. (2 PLY)
6224 LBS. (3 PLY OR GREATER)
4945 LBS. HORIZONTAL (L-2)
UPLIFT = 1,117 LBS.
L = 520 LBS.
L2 = 630 LBS.
SEE DETAIL 2/S4.2
NU -VIDE INDUSTRIES NVTA-16/NVTAS 212
WITH 8-10d NAILS x 1 1/2" INTO STRAP PER
NOA 03-0327.14
ROOF NAILING SCHEDULE
MARK EDGE NAILING (E,N.) BOUNDARY NAILING (B,N) FIELD NAILING (F.N.)
0 10d @ 4' 10ci @ 2 1/2" 1 O Co 6"
NOTES: 1. 19/32' STRUC. I, EXTERIOR GLIDE, 5 PLY PL"NOOD SPAN INDEX (40/20) MINIMUM,
2. BLOCK ALL UNSUPPORTED EDGES.
1i A° rIv11 I WAI I I i (`r)r1RIf IATA PI F-PTRI aI rV mni IIT pPmNE=TRLT1r)r J !�
F
E
D
C
B
A
INCORPORATED
enginearing • architecture . planning
1.5.500 NEW BARN ROAD
SurrE ,iw
MIAMI LAKES, FLORIDA 32014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARGHITECT-AR 2808
0
A
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-1 I-2008
KFC
3601 S ORLANUO DRIVE
SANFORD , FLORIDA
K -y0_7
3/4" DIA. ANCHOR BOLTS @
24" C.C. EMBED 7" INTO
PROVIDE #3CONC, FOOTING,
DOWELS ? 241 "19/32" 5 13/32" _ SILL PL.
IF CONST, EXPANSION JOINT MATERI/
JOINT IS USED
4" GONG. SLAB
SIDEWALK � PER PLAN
PROVIDE #3 -
DOWELS @ 24"
IF CONST.
JOINT IS USED
SIDEWALK —
4' x4' x,1211 CONC. FOOTING .
WITH 6#5 CONT. & 6#5
PERPENDICULAR.
OPTIONAL
CONST, JOINT
3/4' DIA, ANCHOR BOLTS @
24" C.C. EMBED 7" INTO
CONC. FOOTING,
19/32" 5
13/32/"SILL PL.
EXPANSION JOINT MATERI/
/ 41' CONC. SLAB
PER PLAN
10 MIL. POLYETHYLENE
MOISTURE BARRIER -
IT
N
FOOTING @ FRONT TOWER 3/4" = V-0" 141
REINFORCED MASONRY - CONSTRUCTION NOTES N,T.s. 12
EXPANSION JOINT
MATERIAL
'1 1' x 16" CONC, CURB
WITH 2#5 CONT.
FINISHED GRADE,
6" BELOW FINISHED
FLOOR, MIN,—\
a, EL. 0'-0"
TOP OF SLAB
c�
�4
SLAB @ MOP SINK v=1'-0" F51
4" CONCRETE SLAB
10 MIL, POLYETHYLENE
MOISTURE BARRIER
8" CONCRETE
BLOCK (FILLED)
'12" x 26" CONC. FTG.
w/ 3 /A5 CONT& #3 @
36" c/o ACROSS
FOOTING @ DRIVE THRU 3/4" = 1'-0" I 6
RY
.. ,. ...w uv vinivvniw livvn
NOTE:
GROUT FOR USE IN MASONRY SHALL CONFORM TO ASTM C476. 2500 PSI AT
28 DAYS. COURSE SAND OR PEA GRAVEL WITH SLUMP NOT GRATER THAN 8".
JAMS AT MASONRY OPENING N.T.S.
EXTERIOR INTERIOR
#4 @ 12" O.C.
16" x,l 6" MONO�LITHI(EXPANSION JOINT MATERIAL
16" x '16" NIUNULITHIC
CONCRETE FOOTINGCERAMIC TILE OVER CONC,
WITH 2#5 CONT. SEE ROOM FINISH SCHEDULE
i, 5'-U" �. 5'-0" ,
EL. 0'-0"
"FOP OF SLAB Y
8" C.M.U.
GROUT SOLID
12" x 24" CONC. FTG,
w/ 3 #5 CONT & #3 @
36" c/o ACROSS
FOOTING @ REAR WALL �?a WALK-IN 3/4°
NOTE:
DEPTH OF FOOTING TO BE ESTABLISHED BY SITE-SPECIFIC SOILS REPORT,
8" MASONRY BLOCKw/
9 GA. LADDER TYPE HORIZ,
WALL REINF. (DUROWALL)
@ 16" c/c
FINISHED GRADE 6" BELLOW
FINISHED FLOOR, MIN.
OR SIDEWALK -SEE CIVIL DWGS
EL, 0'-0"
TOP OF SLAB
m
EXPANSION JOINT MATERIAL
4" CONCRETE SLAB
10 MIL. POLYETHYLENE
MOISTURE BARRIER
8" CONCRETE
BLOCK (FILLED)
'12" x 24" CONC. FTG.
w/ 3 #5 CONT & #3 C)
36" c/o ACROSS
TYP. FOOTING 3/4" = 1'-0"
EXTERIOR INTERIOR
8" C.M.U.
GF30UT SOLID
'12" x 24" CONC. FTG.
w/3#5CON'r@
36" c/o ACROSS
FOOTING @ FRONT & SIDE ENTRY 314`=P -O`
HOLD REINFORCEMENT IN POSITION AT INTERVALS OF 96
CONCRETE MASONRY
W/ "REBAR POSITIONERS" AS MANUFACTURED BY
VERT. RFINF. FULL HEICHT OF WALL
A.
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
ALL REINFORCEMENT SHALL BE ANCHORED
HORIZONTAL JOINT REINFORCEMENT
IN POSITION PRIOR TO PLACING GROUT.
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-02/
SPLICE VERTICAL BARS WITH MECHANICALCONC.
- TWO COURSE (16") MAXIMUM SPACING
COUPLERS WHICH DEVELOP 125% OF ASTM
ASCE 5-92) AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-02/
- AT TWO COURSES IMMEDIATELY ABOVE AND BELOW ALL WALL OPENINGS
ASCE 5-95).
DIA. LAPS. (LAP W/ FTC. DOWELS 12" MIN.)
L�\
#6 @ 32" U.C. REINF.
MORTAR JOINT THICKNESS
B.
COMPRESSIVE STRENGTH OF THE MASONRY SHALL EQUAL OR EXCEED
- THEORETICAL = 3/8"
Cm = 1500 PSI. DETERMINATION OF COMPRESSIVE STRENGTH SHALL BE
1 #6 AT OPENINGS & CORNERS
- MAXIMUM ACTUAL = 1/2"
BASED ON THE UNIT STRENGTH METHOD,
VERTICAL CONTROL (SHRINKAGE) JOINTS
C.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 TYPE N -II, NORMAL
- AT 26 FEET MAXIMUM HORIZONTAL SPACING
DUROWALL HORIZ. 9 GA.
WEIGHT. THE COMPRESSIVE STRENGTH OF THE UNITS SHALL BE 1900 PSI
- AT CHANGES IN WALL HEIGHT OR THICKNESS
MINIMUM ON THE NET AREA. SAMPLING AND TESTING OF UNITS SHALL BE
- AT CONSTRUCTION JOINTS IN FOUNDATION, ROOF OR FLOORS
-;
IN ACCORDANCE WITH ASTM C140 FOR ALL REQUIREMENTS OF ASTM C90
�--
- AT CHASES AND RECESSES FOR PIPING, COLUMNS, FIXTURES, ETC,
PLACE METAL CAP
EXCEPT MOISTURE CONTENT. FOR GROUTING APPLICATIONS, THE MINIMUM
- AT ABUTMENTS OF WALLS AND COLUMNS
GROUT SPACE DIMENSIONS SHALL BE IN ACCORDANCE WITH TABLE 4.3.3.4
OR WIRE SCREEN
- AT RETURN ANGLES OF "L", "T" OR "U" SHAPED STRUCTURES
OF ACI 530.1-92/ASCE 6-92.
- AT ONE OR BOTH SIDES OF WALL OPENINGS
D.
MORTAR SHALL CONFORM TO ASTM C270. TYPE S SHALL BE USED FOR ALL
\N
CONCRETE MASONRY BOND BEAMS REINFORCED WITH A MINIMUM OF 2-#5
WORK IN CONTACT WITH THE GROUND, TYPE S SHALL BE USED FOR ALL
REBARS EXTENDING 24" PAST EDGES OF OPENINGS FILLED WITH GROUT
TO CONFINE CONCRETE
EXTERIOR WALLS AND ALL INTERIOR LOAD BEARING WALLS. PRIOR TO
- BELOW SILL IN WALLS WITH OPENINGS
THE START OF MASONRY WORK, THE CONTRACTOR SHALL SUBMIT MORTAR
- AT THE TOP OF WALLS U,N.O.
MATERIAL SPECIFICATIONS AND PROPORTIONS INTENDED FOR USE IN THE
CONSTRUCTION.
J.
WHERE VERTICAL CELLS ARE SHOWN REINFORCED AND FILLED, CONSTRUCT
WITH CELLS ALIGNED AND ADJACENT WEB JOINTS MORTARED SOLID TO
PRE -CONSTRUCTION AND CONSTRUCTION EVALUATION OF MORTARS SHALL BE
PREVENT THE SPREAD OF GROUT BEYOND GROUTED CELLS.
DONE IN ACCORDANCE WITH ASTM C780. COMPRESSIVE STRENGTH REQUIRE-
K.
ALL MASONRY SHALL BE LAID IN RUNNING PATTERN, IN EACH WITH OF
MENTS LISTED IN ASTM C270 NEED ONLY BE MET FOR THE LABORATORY
MASONRY, HEAD JOINTS IN SUCCESSIVE COURSES SHALL BE OFFSET. A
SAMPLES MIXED TO THE CONSISTENCY OF THAT SPECIFICATION.
MINIMUM OF ONE QUARTER THE UNIT LENGTH
E.
FOR GROUTED MASONRY, THE STRENGTH OF GROUT DETERMINED IN ACCOR-
DANCE WITH THE PROVISIONS OF ASTM C1019 SHALL BE AT LEAST EQUAL TO
L.
INTERSECTING WALL UNITS SHALL BE LAID IN AN OVERLAPPING MASONRY
Cm BUT NOT LESS THAN 2500 PSI. THE SLUMP OF THE GROUT SHALL BE
BONDING PATTERN ON 50% OF THE UNITS WITH ALTERNATE UNITS HAVING
BETWEEN 8 AND 11 INCHES,
A BEARING OF NOT LESS THAN 3 INCHES ON THE UNIT BELOW,
F.
REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS NOTED
M.
ALL CONCRETE MASONRY WALLS NOT SUPPORTED LATERALLY AT INTER -
OTHERWISE.
SECTING WALLS, FLOORS OR OTHER STRUCTURAL MEMBERS BY BOND ACTION
G.
HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO ASTM A82
SHALL BE ANCHORED TO THESE MEMBERS WITH HOOKED WIRE DOVETAIL
MANUFACTURED IN A TRUSS TYPE CONFIGURATION. COATINGS FOR CORROSION
ANCHORS INTO THE GROUTED CELL OR BOND BEAM.
PROTECTION SHALL CONFORM TO SECTION 3.2.1.4 OF ACI 530.1-88/ASCE 6-92.
N.
DOVETAIL ANCHORS, WALL PLUGS, ACCESSORIES AND OTHER MISCELLANEOUS
H.
MOVEMENT JOINTS
ITEMS SHALL BE INSTALLED AS THE MASONRY WORK PROGRESSES.
CONTROL JOINTS
0.
ALL WALLS SHALL BE GROUTED SOLID FROM THE FOOTING'TO THE FINISHED
ACI 530.1-02/ASCE 5-95 SECTION 2.2.6.1
SLAB ON GRADE AND SHALL INCLUDE 1-#5 CONTINUOUS AT THE FLOOR LEVEL.
EXPANSION JOINTS
P.
STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN,
ACI 5:50.1-02/ASCE 5-95 SECTION 2.2.6.2
Q.
USE ALL MORTAR WITHIN 2 HOURS OF MIXING AT TEMPERATURES OF 80 DEG. F.
(2-1/2 HOURS AT TEMPERATURES BELOW 50 DEC. F.)
I.
UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE FOLLOWING MINIMUM
LOCATIONS AND MAXIMUM SPACINGS OF THE LISTED ITEMS SHALL APPLY:
REINFORCED AND FILLED VERTICAL CELLS (#7 TYP. U.N.O.)
- ONE CELL AT 32" O.C. IN EXTERIOR WALLS U.N.O.
- ONE CELL EACH SIDE OF OPENING
- ONE CELL IN EACH CORNER
- ONE CELL IN EACH INTERSECTION
- ONE CELL EACH SIDE OF VERTICAL WALL JOINTS
REINFORCING BAR SPLICES WHERE REQUIRED = 48 BAR DIAMETERS
REINFORCED MASONRY - CONSTRUCTION NOTES N,T.s. 12
EXPANSION JOINT
MATERIAL
'1 1' x 16" CONC, CURB
WITH 2#5 CONT.
FINISHED GRADE,
6" BELOW FINISHED
FLOOR, MIN,—\
a, EL. 0'-0"
TOP OF SLAB
c�
�4
SLAB @ MOP SINK v=1'-0" F51
4" CONCRETE SLAB
10 MIL, POLYETHYLENE
MOISTURE BARRIER
8" CONCRETE
BLOCK (FILLED)
'12" x 26" CONC. FTG.
w/ 3 /A5 CONT& #3 @
36" c/o ACROSS
FOOTING @ DRIVE THRU 3/4" = 1'-0" I 6
RY
.. ,. ...w uv vinivvniw livvn
NOTE:
GROUT FOR USE IN MASONRY SHALL CONFORM TO ASTM C476. 2500 PSI AT
28 DAYS. COURSE SAND OR PEA GRAVEL WITH SLUMP NOT GRATER THAN 8".
JAMS AT MASONRY OPENING N.T.S.
EXTERIOR INTERIOR
#4 @ 12" O.C.
16" x,l 6" MONO�LITHI(EXPANSION JOINT MATERIAL
16" x '16" NIUNULITHIC
CONCRETE FOOTINGCERAMIC TILE OVER CONC,
WITH 2#5 CONT. SEE ROOM FINISH SCHEDULE
i, 5'-U" �. 5'-0" ,
EL. 0'-0"
"FOP OF SLAB Y
8" C.M.U.
GROUT SOLID
12" x 24" CONC. FTG,
w/ 3 #5 CONT & #3 @
36" c/o ACROSS
FOOTING @ REAR WALL �?a WALK-IN 3/4°
NOTE:
DEPTH OF FOOTING TO BE ESTABLISHED BY SITE-SPECIFIC SOILS REPORT,
8" MASONRY BLOCKw/
9 GA. LADDER TYPE HORIZ,
WALL REINF. (DUROWALL)
@ 16" c/c
FINISHED GRADE 6" BELLOW
FINISHED FLOOR, MIN.
OR SIDEWALK -SEE CIVIL DWGS
EL, 0'-0"
TOP OF SLAB
m
EXPANSION JOINT MATERIAL
4" CONCRETE SLAB
10 MIL. POLYETHYLENE
MOISTURE BARRIER
8" CONCRETE
BLOCK (FILLED)
'12" x 24" CONC. FTG.
w/ 3 #5 CONT & #3 C)
36" c/o ACROSS
TYP. FOOTING 3/4" = 1'-0"
EXTERIOR INTERIOR
8" C.M.U.
GF30UT SOLID
'12" x 24" CONC. FTG.
w/3#5CON'r@
36" c/o ACROSS
FOOTING @ FRONT & SIDE ENTRY 314`=P -O`
HOLD REINFORCEMENT IN POSITION AT INTERVALS OF 96
DIA'S (MAX.) NOTE:
W/ "REBAR POSITIONERS" AS MANUFACTURED BY
VERT. RFINF. FULL HEICHT OF WALL
AA WIRE PRODUCTS OR EQUAL, (MIN. OF 2 PER BAR.)
PROVIDE STANDARD 90 HOOKS
ALL REINFORCEMENT SHALL BE ANCHORED
AT EACH END
IN POSITION PRIOR TO PLACING GROUT.
W750279
SPLICE VERTICAL BARS WITH MECHANICALCONC.
BOND BEAM
COUPLERS WHICH DEVELOP 125% OF ASTM
SPECIFIED YIELD STRENGTH, OR 48 x BAR
DIA. LAPS. (LAP W/ FTC. DOWELS 12" MIN.)
L�\
#6 @ 32" U.C. REINF.
CENTERED IN BLOCK
CAVITY (U.N.O.)
1 #6 AT OPENINGS & CORNERS
DUROWALL HORIZ. 9 GA.
LADDER TYPE EVERY
-;
�--
PLACE METAL CAP
OTHER COURSE (16"O.C.)
OR WIRE SCREEN
MIN. LAP OF 12 INCHES �''
UNDER BOND BEAM
\N
TO CONFINE CONCRETE
EXCEPT AT FILLED CELLS
PROVIDE INSPECTION
HOLES AT BOTTOM OF
FOUR/LIFT
'- FOOTING
CELLS CONTAINING STEEL ARE
FILLED W/ GROUT; VERT. CELL
SHOULD PROVIDE A CONTINUOUS
CAVITY FREE OF MORTAR
DROPPINGS, AND AT LEAST
PLACE MORTAR ON CROSS 3"X4" IN SIZE. AT TOP OF
WEBS ADJACENT TO CELLS INTERMEDIATE GROUT LIFT, HOLD
WHICH WILL BE GROUTED, GROUT 2" BELOW TOP OF BLOCK
TO PREVENT LEAKAGE.
TYP. REINF, MASONRY CONSTRUCT'N N.T.S. 1 $
GRADE
CONFIRM SLAB EXTENSION WITH
W.I.C./W.I.F. BOX MFR, (6" iVIIN.)
CONT, ANGLE SUPPLIED
BY FREEZER MAUNF•
* I WALK-IN UNIT
#4 AT 12"c/c x 5'-0" LONG
WITH STANDARD HOOK
I1= II—I r= 4" CONCRETE SLAB
-III — I=I 1 I—III—I' WITH 6"x6" VVI A x WI A W.VPLF.
III—I ——III' OVER 10 MIL VAPOR BARHER
16" x 16" MONOLITHIC
FOOTING WITH 2#5 CONT.
r
FOOTING @ WALK-IN N. -T. S 1 4 I
INCORPORATED
engineering. architecture. planning
15500 NEVA/ BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-41124
FAX: (305) 826-0619
EB#0004432
L�
C0
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING-; DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
DETAILSSTRUCTURAL
X(2) 2x6 DBL PLATE
2x6 VERT. BLOCKING 24" O/C. W/ (2) 16d —
EA. END, EA. SIDE (SEE SPLICE
DETAIL '15/S4.1
18'-10'
J t, 0 ROOF TRUSSES, TYP. —�� '1810 DBL PLATE ' C
A35, TYP.
SIMPSON OTC ROOF TRUSS
CLIP ON BOTH SIDES
PARALLEL TO FRAMING CKF=
11 - 811x 3/8" 0 LAG ��U�
BOLTS C 16"O.C. IN 0.145".B @ 32" 0, 0. POWDER ACTUATED 2x6 MIN. TRUSS PARAPET LEC;
1/4" DRILLED FASTENER WITH (2)-7/8" WASHERS W/ B`( TRUSS MANUF.
HOF,IZONTAF L INCORPORATED
x 6 BRACING
GHU
HOLES. MIN 1 I/2 EMBED AT 32' O.C. AT ALL ROOF LEVELS engineering
AT TOP PLATE AND AT • architecture .planning
SILL PLATE MID-POINT BETWEEN SAID 2x6 BLOCKING '15500 NEW BARN ROAD
LOCATIONS OR AT PLYWD, SUITE 106
PANEL POINTS (EDGES) MIAMI LAKES , FLORIDA 330'14
SPLICES NOT TO
i EXCEED 16' c/c (VERT.) 19/32' APA RATED PLYWOOD
PHONE: (305) 558 4124
y A c Q
FAX: (305) 826-0619
/-r - - -
PERPENDICULAR TO STUDEᅐ
� - - - - - -
rfj
BUILD-OUT ATTACHMENT N.T.S, 17SUPPORT- PARALLEL TO TRUSS I/2" = 1' U" 13 NOT USED N.T.S. �
S4.1 � lj
2x6 HORIZ. BRACING
AT 'I G" o.c. MAX. SEAL
(STA(:,(,ERED TO ALLOW LE FOR END NAILS) EDUARDO L. CARCACHE
o o
CJJ CKIVIL D�RAUDENBUSHLt
ROOF TRUSSES, TYP. SHEA-I I-iIN(:�
TRUSS ANCHOR PER SCHEDULE ARCHITECT-AR 2808
16
(3) -16d NAILING THRU ON SHEET S-3 m--n 54.1
SIMPSON OTC ROOF TRUSS VERTICAL TRUSS WEB (& I I
INTO END OF HORIZ.
CLIP ON BOTH SIDES I I
BRACE —� 12-0-0' _
T.O. BOND BEAM —
T & TRUSS BEARING �►:' —
0.145"0 a 32" O.C. POWDER ACTUATED 24 MIN, TRUSS PARAPET LEG—
FASTENER WITH (2)-7/8" WASHERS W/ — `---
BY TRUSS MANUF,
MEN
MIN 1 1/2" EMBED AT 32" O.C. -
8"X24" BEAM WITH (1)
c - NOTE:
cv #7 ci> TOP &- TRUSS MANUF. TO DESIGN WEB OF ALL
SIL_ PLATE BOTTOM �,,, �,
TRUSSES BEARING A'f EXTERIOR WALL.
2x6 HORIZ. BRACIN(a ' - TO TRANSFER HORIZONTAL FORCE OF
A 16" o.c, MAX. G75 LBS. FROM PLYWOOD DIAPHRAGM
(S fAGGERED TO ALLOW TO TRUSS BEARING.
FOR END NAILS)
Ln
Co CL
r
>- ca
r
NOT USED 1 1/2" =1' o° 1 SUPPORT PERP. TO TRUSS I/2" =1' o° 14 NOT USED N.T3,
1101 N BRIDGING DETAIL 3° = 1' 0" E REAR AND FRONT WALL @TRUSS 3/4° = V-01'
21
(3) 1 End NAILS Al- EACH x
JOINT CONNECTION - TYP. N
61-0" MIN. G-0" MIN. Y T.0, DBL PLATE
0
(2) 2x6 PLATE (.`EE SPLICE Q
DETAIL 15/54.1)
ELEVATION 2x6 DOUBLE TCP PLATE, TYP.
or F1 _4
(2) 24 STUDS EACH SIDE OF T.O. DBL PLATE .10d g 41' BETWEEN TRUSS AND Q
LOWERED PARAPET AREA
(2) 2x6 —�-1-8-10_DB
TYP. PLYWOOD -TYPICAL
T.O. DBL PLATE �
16d
(3) 16d NAILS AT EACH
JOINT CONNECTION - TYP. 0
+ + 3.1 31, +
Q
PLAN - NAILING STAGGER 19/32" APA RATED PL`MJOOD
HORIZONTAL 2 x 6 BRACING CONTRACT DATE: 10-28-2007
AT ALL ROOF LEVELS 24 MIN, TRUSS PARAPET LEG
AT TOP PLATE AND AT BY TRUSS MANUF. BUILDING TYPE: K-y07
MID-POINT BETWEEN SAID 2x6 BLOCKING
TYPICAL - ALL DOUBLE PLATE CONDITIONS - U.O.N. LOCATIONS OR AT PLYWD, PLAN VERSION: 2007 D
PANEL POINTS (EDGES)F=,l
PREFABRICATED WOOD TRUSS SITE NUMBER: 297909
>_ r SPLICES NOT TO
EXCEED 1h" 0, (VERT,)9/32" APA RATED PLYWOOD STORE NUMBER: W750279
N®$' USED 1 PLATE LAP DETAIL N.T.S. 1 5 PARAPET STEPDOWN ELEVATION N,T,S.1 1 DRA1�lING DATE: 3-1'I-2008
VARIES
--- -- --- -
ROOF DEC KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
TRUSS ANCHOR
TRUSS PER SCHEDULE
ON SHEET S-3 171
2x4 II
7z
II
+ II
—' T.O. BOND BEAM _ —TO
+ &TRUSS BEARIiNO "''`:'-
r<: Al
NOTE:
H (3) 16d - = TRUSS MANUF, TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALL.
2x WD, BLOCKING - - TO TRANSFER HORIZONTAL FORCE OF STRUCTURAL A
BETWEEN TRUSSES - 675 LBS. FROM PLYWOOD DIAPHRAGM
- TO TRUSS BEARING.
2x4\\_8"x
DETAILS 1BOND BEAM W/2#7
PROVIDE 2#7 CORNER BARS ������
AT EACH CORNER, BEND
3'-U" EACH LENGTH
8" MASONRY
n
NOT USED BRIDGING LAP DETAIL N,T.S. 1161 NOT USED N. r.s, F12 NOT USED N.T.S._ PLOT DATE: 2008
8 SIDE WALL @TRUSS 3/4„ - 1L-L4
CONNECTION TYPE,
NAILING:
1. JOIST TO SILL OR GIRDER, TOENAIL
(3 8d)
2. BRIDGING TO JOIST, TOENAIL EACH END
(2-8d)
3. 1"x6" (25MMx152MM) SUBFLOOR OR LESS TO JOIST, FACE MAIL
(2-8d)
4. WIDER THAN 1" X 6"(25MMx-152MM) SUBFLOOR TO JOIST, FACE NAIL
(3-8c1)
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
(2-16d)
9, STUD TO SOLE PLATE
(2-16d END NAIL)
'10. DOUBLE STUDS, FACE NAIL
(16d @ 24", O.C.)
'I'1. DOUBLE TOP PLATES, TYPICAL FACE NAIL
('16(j @ 16" O.C.)
12• DOUBLE TOP PLATES, LAP SPLICE
(8-16c1)
13. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL
(3-8d)
-14. RIM JOI ST TO TOP PLATE, TOENAIL
(8d C 61' O.C.)
15. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
(2-1 CD)
16. CONTINUOUS HEADER, TWO PIECES (16d a 16" U.C.
ALONG EDGE)
17. CEILING JOISTS TO PLATE, TOENAIL
(8-8d)
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)
2'1. 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)
25. BUILT-UP CORNER STUDS
(16d r- 24" O.C.)
26. 2" PLANKS (2-16d AT EACH SPLICE)
27. 2x6 BOX BEAM / HEADER
(12d @ 12" O.C.)
U
28, BUILT-UP GIRDER AND BEAMS (20d @ 32" O.C. AT TOP & BOTTOM AND CC
STAGGERED 2-20d AT ENDS AND AT EACH SPLICE) y_'
NAILING SCHEDULE N.T.S,
NOTE:
REFER TO DETAIL 4/S4.1
FOR 2 x 6 CATS A( 16" c/c
AND PLYWOOD INFORMATION
FOR PARAPET WALL
LEW; m
EL. 11'-0" - TRUSS D
v � U
NOTE:
TRUSS MANUF. TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF 675
LBS. FROM PLYWOOD DIAPHRAGM TO
TRUSS BEARING. (TYPICAL EACH END)
TRUSS DIAGRAM "3" N.T.s. 19
BOUNDARY NAIL (B.N.)
FOR BLDG. PERIMETER
2x4 FLAT BLK'G
UNSUPPORTED EDGES
PER PLAN - WHEN EN•
IS LESS THAN 4" O.C.
USE 3x4 BLKG MIN.
LONG DIMENSION OF
PLYWOOD TO RUN
PERPENDICULAR TO
JOISTS
EDGE NAIL (E.N.) @
PLYWD. PERIMETER
STAGGER PLYWD,
JOINTS
FIELD NAIL (F.N.) a ALL
INTERMEDIATE
MEMBERS �
NOTES: x
1. MIN. PLYWD• SHT. SIZE SHALL BE 2-0"X 4'-0" N
2, MIN. 3/8" NAILING EDGE DISTANCE. a
3. EDGE NAIL (E.N) 0/ BEAMS AND AROUND ALL OPENINGS. cr�
v�
ROOF NAILING PLAN N.T.S, 13
1/8" GAP
J
I
PLYWOOD ROOF
DECK SHEATHING
1 O EDGE NAIL,
STAGGER, U.0•N•
2x BLOCKING
(2) 4 x 19" x 3/81
BENT PLATE
BONI
3/4'' DIA. THRU
DLT FOR THREE
F FOUR TRUSS
ISOMETRIC
SCHEDULE
2x6
REO'D.
EQUAL EQUAL
MARK
DESCRIPTION
<
1
4°x19"x3/8" BENT STEEL PLATE (Fy=36 ksi). SEE
DETAIL 1/S4.2
2
TWO (2), 3/4" DIA. THRU BOLT FOR TWO & THREE
PLY TRUSS
3
5/8" DIA., "HILTI KWIK BOLTS II, 2 REWD.
EL. 11'-0" - TRUSS D
v � U
NOTE:
TRUSS MANUF. TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF 675
LBS. FROM PLYWOOD DIAPHRAGM TO
TRUSS BEARING. (TYPICAL EACH END)
TRUSS DIAGRAM "3" N.T.s. 19
BOUNDARY NAIL (B.N.)
FOR BLDG. PERIMETER
2x4 FLAT BLK'G
UNSUPPORTED EDGES
PER PLAN - WHEN EN•
IS LESS THAN 4" O.C.
USE 3x4 BLKG MIN.
LONG DIMENSION OF
PLYWOOD TO RUN
PERPENDICULAR TO
JOISTS
EDGE NAIL (E.N.) @
PLYWD. PERIMETER
STAGGER PLYWD,
JOINTS
FIELD NAIL (F.N.) a ALL
INTERMEDIATE
MEMBERS �
NOTES: x
1. MIN. PLYWD• SHT. SIZE SHALL BE 2-0"X 4'-0" N
2, MIN. 3/8" NAILING EDGE DISTANCE. a
3. EDGE NAIL (E.N) 0/ BEAMS AND AROUND ALL OPENINGS. cr�
v�
ROOF NAILING PLAN N.T.S, 13
1/8" GAP
J
I
PLYWOOD ROOF
DECK SHEATHING
1 O EDGE NAIL,
STAGGER, U.0•N•
2x BLOCKING
(2) 4 x 19" x 3/81
BENT PLATE
BONI
3/4'' DIA. THRU
DLT FOR THREE
F FOUR TRUSS
ISOMETRIC
BENT PLATE DETAIL N.T.S. I 9 1
N OTE:
TRUSS MANUF, TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF
675 LBS, FROM PLYWOOD DIAPHRAGM TO
TRUSS BEARING.
N U -VU E- NVTA-'16/
NVTAS212 STRAP WITH
8-1 Od x 1.5" NAILS TO
TRUSS
CD
c
cn
PLYWOOD EDGE BLOCKING N.T.S. 14 DETAIL FOR TRUSS CONNECTION 3 N.-T.s.
V -( i _ - �-?T- PLYWOOD SHEATHING
JOIST,RAFTERS OR
TRUSS U.N.O.
• •1
f +
JOIST HANGERS -
OPENING SEE NOTE BELOW
' PER PLANS
+
* p- FUND. EDGE 1 7 -
NAILING (E,N.)
t AROUND
l
OPENING
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 @1211 O.C. STAGGERED
2. MORE THAN 10" - (2)16d a 12" O.C.
DOUBLE 2x HEADER
SAME SIZE AS JOIST
OR RAFTER U•N•O.
4
a
O
a
co
TYPICAL ROOF OPENING
ROOF SCHEMATIC BRACING DETAIL N.T.S,
TRUSS
SCHEDULE
DOUBLE
TRUSS
MARK
DESCRIPTION
T1
1
4°x19"x3/8" BENT STEEL PLATE (Fy=36 ksi). SEE
DETAIL 1/S4.2
2
TWO (2), 3/4" DIA. THRU BOLT FOR TWO & THREE
PLY TRUSS
3
5/8" DIA., "HILTI KWIK BOLTS II, 2 REWD.
0
4
PREFABRICATED TWO OR THREE PLY TRUSS
5
MIN. 19/32" EXTERIOR GRADE PLYWOOD. SEE PLAN
FOR NAILING REWMTS.
6
MIN. 8"x12" CONCRETE TIE BEAM (f = 3,000 psi,
MINIMUM)
7
CONCRETE MASONRY BLOCK
X
BENT PLATE DETAIL N.T.S. I 9 1
N OTE:
TRUSS MANUF, TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF
675 LBS, FROM PLYWOOD DIAPHRAGM TO
TRUSS BEARING.
N U -VU E- NVTA-'16/
NVTAS212 STRAP WITH
8-1 Od x 1.5" NAILS TO
TRUSS
CD
c
cn
PLYWOOD EDGE BLOCKING N.T.S. 14 DETAIL FOR TRUSS CONNECTION 3 N.-T.s.
V -( i _ - �-?T- PLYWOOD SHEATHING
JOIST,RAFTERS OR
TRUSS U.N.O.
• •1
f +
JOIST HANGERS -
OPENING SEE NOTE BELOW
' PER PLANS
+
* p- FUND. EDGE 1 7 -
NAILING (E,N.)
t AROUND
l
OPENING
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 @1211 O.C. STAGGERED
2. MORE THAN 10" - (2)16d a 12" O.C.
DOUBLE 2x HEADER
SAME SIZE AS JOIST
OR RAFTER U•N•O.
4
a
O
a
co
TYPICAL ROOF OPENING
ROOF SCHEMATIC BRACING DETAIL N.T.S,
TRUSS
SINGLE
TRUSS
DOUBLE
TRUSS
BEARING
POINT
COMMENTS
T1
X
0
T2
X
J
0
T3X
0
SEE NOTE %� I BELOW
T4
'10-28-2007
K -y07
2007-D
297909
W750279
3-'11-2008
X
SEE NOTE #1 BELOW
T5
X
END JACKS
NOTES:
1. T-3 &T-4 SHALL BE DOUBLE THICKNESS TRUSS AS REQUIRED BY TRUSS DESIGN,
2. HOLDD OWN CONNECTORS SHALL BE SPECIFIED BY SITE SPECIFIC ARCHITECT/
ENGINEER BASED UPON LOADING DATA PROVIDED BY TRUSS DESIGNER.
3. PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION,
4. TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY. ACTUAL SIZE SHALL BE.,
DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS
AND CODES.
L
TRUSS SCHEDULE
NOTE:
TRUSS MANUF. TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF
675 LBS. FROM PLYWOOD WOOD DIAPHRAGM TO
TRUSS BEARING.
NU-VEU INDUSTRIES
NVHTA-16H WITH DOUBLE
NVHTA20 STRAPS & 20G SEAT
WITH 16-10d X 1 1/2" NAILS
INTO STRAPS & 6-10d x 1 1/2"
NAILS INTO SEAT PER
PER NOA-04.0510.03
BOND BEAM
RAP CAPACITY:
UPLIFT = 3,117POUNDS
HORZ. SHEAR (L-1) = 1,575 POUNDS
(L-2) = 2,175 POUNDS
DETAIL FOR TRUSS CONNECTION 1 N.T.S. 12
18'-10' _
T•0, TRUSS
TRUSS MANUFACTURER TO DESIGN
VERTICAL LEGS AS PART OF TRU S S -
INCREASE SIZE AS NECESSARY -
2°X6° MINIMUM,
SECTION
TWO PLY TRUSS
(MAX. UPLIFT=6,224#)
HORIZ. = 4945#
4 3/4"--�
THREE PLY TRUSS
(MAX. UPLIFT=6,224#)
HORIZ. = 4945#
DETAIL FOR TRUSS CONNECTION 2 N.T.S,
MIN, 16" DIAMETER CLEARANCE
AREA REQUIRED FOR HVAC DUCT
& INSULATION, SLOPE: 1/4" PER FT.
I- -1 f
m s -�
i` 12'-0" �❑
TRUSS BEARING
�� / "--MIN, 16" SQUARE CLEARANCE
U 'L-C2J 7 EQUAL SPACES AREA REQUIRED FOR HVAC
DUCT & INSULATION.(TYP)
CONT 2X4 LATERAL BRACING AT 48"O.C,
MIN. OR PER TRUSS DESIGN LAID FLAT &
NAILED TO TOP OF BOTTOM CHORD.
NOTE: ALL WEBS MUST ALIGN BETWEEN TRUSSES, APPLY MOST STRINGENT STANDARD.
X
T.O. TRUSS -
v
12'-0"
TRUSS BEARING
.Q
X
TRUSS MANUFACTURER TO DESIGN
VERTICAL LEGS AS PART OF TRUSS -
INCREASE SIZE AS NECESSARY -
2"X6" MINIMUM.
MIN. 16" DIAMETER CLEARANCE
AREA REQUIRED FOR HVAC DUCT
&INSULATION.
SLOPE: -1/4" PER FT.
NOTE:
TRUSS MANUF. TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF 675
LBS FROM PLYWOOD DIAPHRAGM TO
TRUSS BEARING. (TYPICAL EACH END)
T2 TRUSS ELEVATION N.T.s.
2x6 MIN.
O2x4
MIN,
NOTE:
TRUSS MANUF. TO DESIGN WEB OF ALL
TRUSSES BEARING AT EXTERIOR WALLS
TO TRANSFER HORIZONTAL FORCE OF 675
LBS FROM PLYWOOD DIAPHRAGM TO
TRUSS BEARING. (TYPICAL EACH END)
T2 TRUSS ELEVATION N.T.s.
-MIN. 1t" SQUARE CLEARANCE
7 EQUAL SPACES AREA REQUIRED FOR HVAC I
DUCT & INSULATION,(iYP)
ROUGH OPE NGS ARE NOT
CONT 2X4 LATERAL BRACING AT 48"O.C.
MIN. OR PER TRUSS DESIGN LAID FLAT & TRj"E N , Y��{{To ST 1■ 2x6 MIN,
NAILED TO TOP OF BOTTOM CHORD. TR j IC719�i *H d
APPLY MOST STRINGENT STANDARD. LO �,d� TA N� 2 2x4 MIN.
NOTE: ALL WEBS MUST ALIGN BETWEEN TRUSSES. �V ��
71 TRUSS ELEVATION 1/4" =1'-0"
30 PSF
LIVE LOAD
15 PSF
DEAD LOAD
(APPLY TO TOP CHORD)
10 PSF
DEAD LOAD
NOTE: (APPLY TO BOTTOM CHORD)
ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS.
WEIGHT AND LOCATION OF UNITS ARE SHOWN ON THIS
SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING
DIAGRAM, VERIFY THESE LOADS WITH MECHANICAL
SUPPLIER BEFORE DESIGNING TRUSS,
co
n
ccs
-4- APPLY TO END VERTICAL
LEG OF TRUSSES (PARAPET WALL)
TRUSS DESIGN CRITERIA N.T.s, I 4 I
CK
GROUW
INCORPORA-FED
engineering . architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-06'19
EB -%0004432
v
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
IL
0
0
J
-MIN. 1t" SQUARE CLEARANCE
7 EQUAL SPACES AREA REQUIRED FOR HVAC I
DUCT & INSULATION,(iYP)
ROUGH OPE NGS ARE NOT
CONT 2X4 LATERAL BRACING AT 48"O.C.
MIN. OR PER TRUSS DESIGN LAID FLAT & TRj"E N , Y��{{To ST 1■ 2x6 MIN,
NAILED TO TOP OF BOTTOM CHORD. TR j IC719�i *H d
APPLY MOST STRINGENT STANDARD. LO �,d� TA N� 2 2x4 MIN.
NOTE: ALL WEBS MUST ALIGN BETWEEN TRUSSES. �V ��
71 TRUSS ELEVATION 1/4" =1'-0"
30 PSF
LIVE LOAD
15 PSF
DEAD LOAD
(APPLY TO TOP CHORD)
10 PSF
DEAD LOAD
NOTE: (APPLY TO BOTTOM CHORD)
ALSO, APPLY ROOF TOP MECHANICAL POINT LOADS.
WEIGHT AND LOCATION OF UNITS ARE SHOWN ON THIS
SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING
DIAGRAM, VERIFY THESE LOADS WITH MECHANICAL
SUPPLIER BEFORE DESIGNING TRUSS,
co
n
ccs
-4- APPLY TO END VERTICAL
LEG OF TRUSSES (PARAPET WALL)
TRUSS DESIGN CRITERIA N.T.s, I 4 I
CK
GROUW
INCORPORA-FED
engineering . architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-06'19
EB -%0004432
v
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
I
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
0
0
0
0
0
0
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
'10-28-2007
K -y07
2007-D
297909
W750279
3-'11-2008
I
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
EL, 12'-0" -
---------------------------------------------------------------------------T1 - - EL. 16-10'
II II
II II
II II
II II
II II
II II
IL--------- ----------- JI
1 h rl A l rl Mf A K A T /n
IvI\JV IV I v iklu I V MVV I V
— — — EL. 121-0"
— — — EL. 10''-0' DRIVE THRU WINDOW
- — — EL. 9'-4"
EL. 0'-0" TOP OF SLAB
LEFT SIDE ELEVATION 3/1611 _ .11
EL. 21'-4"
F----------------------------------------------- I
� I
I
I I
EL. 18'-10' — - - - — rT------- --------------------------------------------
I I I I I I
II I I II
6x8x15 CMU THIS AREA€
6x8x16 CMU THIS AREA
IL-------------- - - - - - - - --------------------------__ J
-------------------------------------------�
I
#
#6 g, 32" TYP. BOND BEAM TYP. i #5 C�� 40" TYP. BOND BEAM TYP. 5 Cn) 40" TYP.
I TOP OF WALL ae-i I
2 #4 CONT, WALL as I I I I
I c7 BEAM TOP OF
EL. 12'-0" #3 HOOKED I I I
i f
EL, 12'-0"
..w.ww/:,»e M F- ..:.>h. yym+ .y c, « .� :;.r.n n ...:^.mow:; - .+r=', hi i 1, c »yaf...,w' .:;ty ..u..ay v,; .,* . ,•F p i ,.;:,::�::� t t,:.
2,06 CONT,
I
i
8IX 8ICONC
».
w�
„E1
.,�
E
COLUMN - = f:. _.: f:: ».# 3 ..N>.:::: -.. :.. , ....:::H .. .€ .
EL 0'-011 - -
MC816
- EL, U-0" TOP OF SLAB
\\—MC816B \—MC816B i \—MC816 \—MC824 �MC824 LMC816 �MC816
EL.2'1'-4" -
EL. '12'-0" -
EL, 9'-4" -
EL. 2'-8" -
------------------------I
I I
I I
I I
I
�r--I------------------------ ---------------------------------------
II I I II
6x8x16 CMU THIS AREA
II I I II
#6 @ 32" O.C. TYP. @ BEAMI __�
IL__I------- t--------------------------------------- I
RIGHT SIDE ELEVATION 3-16" = 11
- — EL. 18'-10"
I 6x8x l6 CMU THIS AREA
#5 @ 40" TYP,i BOND BEAM TYP.
TOP OF WALL Fa -a --Il 1 _,,--2 #4 CONT.
`MC816 �MC816 MC815 �MC816 MC824B
---
I I I
I I I I
I I I I
r�-------------- -----------------
I I I `--F�
I I I I I
I I I I I
I I I I I
I I I I I
I I L__------____
II
�vlvV i`J MVV �V MVV IV
MVV IV IVI I.:U IV Iv11..V Itj
EL. 21'-4"
EL. 18'-10"
EL, 121-01'
)CATE GAS LINE ABOVE HOOD
� D METAL PROTECTIVES
EL. 8'-0"
EL. 0'-0" TOP OF SLAB
REAR ELEVATION 3/1611= 11
EL. 9'-4"
EL. U-0" TOP OF SLAB
FRONT ELEVATION 3/16"
A. SOME ELECTRICAL JUNCTION BOXES / CONDUIT (REQUIRED FOR EXTERIOR LIGHT
FIXTURES AND SIGNAGE) ARE LOCATED WITHIN CONCRETE POURS. INSTALL BOXES
AND CONDUIT IN SUCH LOCATIONS PRIOR TO POURING OF CONCRETE. COORDINATE
BOXES /CON DU IT WITH LOCATION OF STEEL REINFORCING. REFER TO ELECTRICAL
SHEETS E3,2 AND E4.0.
GROUP
INCORPORATED
engineering. architecture . planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES , FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
E B #0004432
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
�+
A
:o�.nas�ssw
sit- ramm
0
wrmr...►rsnswWArArMIRA
HO8"O.C.
2 #6 CONT.
tai
0
�M�
m0via
0
1111mmill
��1�f
CONTRACT DATE:
BUILDING, TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
'10-28-2007
K -y07
2007-D
297909
W750279
3-11-2008
malloommall
�msam+�wr�row�
-
EACH
`MC816 �MC816 MC815 �MC816 MC824B
---
I I I
I I I I
I I I I
r�-------------- -----------------
I I I `--F�
I I I I I
I I I I I
I I I I I
I I I I I
I I L__------____
II
�vlvV i`J MVV �V MVV IV
MVV IV IVI I.:U IV Iv11..V Itj
EL. 21'-4"
EL. 18'-10"
EL, 121-01'
)CATE GAS LINE ABOVE HOOD
� D METAL PROTECTIVES
EL. 8'-0"
EL. 0'-0" TOP OF SLAB
REAR ELEVATION 3/1611= 11
EL. 9'-4"
EL. U-0" TOP OF SLAB
FRONT ELEVATION 3/16"
A. SOME ELECTRICAL JUNCTION BOXES / CONDUIT (REQUIRED FOR EXTERIOR LIGHT
FIXTURES AND SIGNAGE) ARE LOCATED WITHIN CONCRETE POURS. INSTALL BOXES
AND CONDUIT IN SUCH LOCATIONS PRIOR TO POURING OF CONCRETE. COORDINATE
BOXES /CON DU IT WITH LOCATION OF STEEL REINFORCING. REFER TO ELECTRICAL
SHEETS E3,2 AND E4.0.
GROUP
INCORPORATED
engineering. architecture . planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES , FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
E B #0004432
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
KFC
3601 S ORLANDO DRIVE
P.)ANFORD , FLORIDA
K -yo 7
�-1
A
0
A
0
0
0
CONTRACT DATE:
BUILDING, TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
'10-28-2007
K -y07
2007-D
297909
W750279
3-11-2008
KFC
3601 S ORLANDO DRIVE
P.)ANFORD , FLORIDA
K -yo 7
�-1
12
11 1 .10 1 9 1 8 1 7 I 6 1 5 1 4 1 3 I 2
Em
TYPICAL EXTERIOR SHELL WALL: II 8x8x16 (NOM.) CMU. ALL CELLS FILLED VV/ FOAM, FOAMED IN PLACE
INSULATION. PROVIDE 6" CMU RECESS (WHERE APPLICABLE).
EXTERIOR FINISH ASSEMBLY:
- EXTERIOR FINISH SYSTEM (SPEC. SECT. 09540).
INTERIOR FINISH ASSEMBLY:
INTERIOR SURFACE N DINING ROOM & RESTROOMS -
STO "LEVELER SYSTEM", COMPLYVA// MANUFACTURERS
SPECIFICATIONS. FINISH TEXTURE - SMOOTH
TYPICAL EXTERIOR TOWER WALL:
2x6 WD STUDS AT '16" O.C. V// '1/2" EXTERIOR GRADE PLYUIU (CDX)
SHEATHING.
DRAINABLE EXTERIOR INSULATED FINISH ASSEMBLY:
FLUID APPLIED AIR AND MOISTURE BARRIER (SPEC. SECT. 07195)
REINFORCING MESH (SPEC. SECT. 07195),
- RIGID INSULTATION (SPEC. SECT. 07210).
EXTERIOR FINISH SYSTEM (SPEC. SECT. 07240),
CONTACT FOR STO CORP.:
TIM SALERNO
800-628-2738 x8502 (phone)
321-978-0267 (fax)
tsalerno@stocorp. com
TYPICAL INTERIOR WALL:
4" NOMI. METAL STUDS AT 16" O.C. (6" NOM. OR 8" NOM.
WHERE NOTED).
AT RESTROOMS: NATIONAL GYPSUM - 5/8" HI -IMPACT
BRAND XP WALLBOARD. TYPE X CORE. NO
SUBSTITUTIONS ALLOWED.
AT KITCHEN: 1/2" CDX PLYWOOD W/ FRP SURFACE FINISH
AT ALL OTHER FRAME WALL CONDITIONS: 1/2" GYPSUM
WALLBOARD FINISHED AS SCHEDULED.
'_�---,r�_, INTERIOR SOUND -RATED WALL:
%'lef`V y 'CONSTRUCT TYPICAL INTERIOR WALL W/ 3-1/2" UNFACED
r " FIBERGLASS BATT INSULATION.
HOODWALL:
TYP, CMU WALL WITH 20 GAGE S.S. PANEL BEHIND HOOD.
REFER TO DETAIL 2/M3.0 FOR EXTENTS OF S.S. PANEL.
SEE SCOPE OF WORK SHEET 1 1425,
--------- DASHED LINE INDICATES INTERIOR SUBSTRATE
LOCATION, ALL WALLS SHALL BE AS INDICATED EXCEPT
FROM TOP OF SLAB TO 12" ABOVE SLAB SHALL BE 1/2"
MOISTURE RESISTANT GYPSUM BOARD, U.0, N. THIS
NOTE DOES NOT APPLY TO INTERIOR FACE OF
RESTROOM WALLS.
WALL LEGEND
DIMENSIONS:
A, ALL DIMENSIONS ARE TO FACE OF STUD OR CMU 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 FROV FACE
OF WALL. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING.
WINDOWS / DOORS:
A. SEE SHT. Al.1 FOR WINDOW TYPES AND DOOR SCHEDULE.
B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING,
FINISH SUBSTRATES:
A. PROVIDE 1/2' THICK MOISTURE RESISTANT GYP. BD. FROM FLOOR SLAB TO 12' A.F.F. MIN. IN
LIEU OF GYP. BD,, 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.
D. PROVIDE SOLID BLOCKING FOR WALL SUPPORTED ITEMS
DECOR:
A, SEE A2.0 FOR SEATING PLAN AND DETAILS.
B. SEE A7.2 FOR FLOOR & CEILING 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 Ib, BC and (1),10 Ib. ABC - TO COMPLY WITH
LOCAL FIRE CODE, LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING
AGENT,
B. DRAWINGS ARE BASED UPON CMU AND UTILIZATION OF METAL STUDS ON NON-BEARING
INTERIOR PARTITIONS, BULKHEADS AND SOFFITS.
C. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO
THE FINISH, PER 13/A6.2.
D. ALL PENETRATIONS THROUGH EJ,F.S. SHALL BE SEALED USING MFR'S, APPROVED
METHOD.
FLOOR PLAN NOTES I D
(_!_/ STARTING POINT, ALL SUB -TRADES SHALL USE THIS POINT AS A BEGINNING LAY -OUT
(INSIDE FACE OF EXT. CMU.
�� INDICATES 2" DRAINABLE E.LF.S,
PIPE BOLLARD, REFER TO SITE DWGS, COORDINATE WITH LOCATION OF GAS METER.
D HOOD WALL, SEE WALL LEGEND,
. 5 ELECTRICAL MAIN SWITCH BOARD, REFER TO ELECT. DWGS,
C� CO2 FILL BOX LOCATION.
`_! J METAL THRESHOLD,
SPLASH GUARD, SEE DETAIL 7/A6,3, INSTALLATION SHALL BE COORDINATED WITH
HAND SINK INSTALLATION. PROVIDE BLOCKING o> WALLS,
(D DOWNSPOUT.
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 10/A6,3,
,..,11 ELECT. PANELS IN 6" FURRED OU -r WALL. SEE DETAIL 18/A6.2.
12 SYRUP BUNDLE IN WALL,
13- 8"xB" HORIZONTAL OPENING FOR SYRUP TUBES, COORDINATE WALL PENETRATION
WITH COUNTER INSTALLER. SEAL CHASE TO COUNTER. SEE 19/A6.3.
Its -101 It , NO
F
E
D
C
A
14 LIGHTING CONTROL PANEL, SURFACE MOUNTED. REFER TO ELECTRICAL DRAWINGS.
15 CHASE WALL,
16 LOCATION OF VERTICAL TRIM, SEE DETAIL 19/A6,2 AND SHEET A41.
FOR INFILL BEHIND P.O.P. PANEL, SEE DETAILS 11/A6,'I, 12/A6.2 AND SHEET A8.0.
�✓j PROVIDE HORIZONTAL DOOR SWEEPS AT ALL EXTERIOR DOORS, SEE SHEETAI.1.
KEY NOVAS
INCORPORATED
engineering. architecture *planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
E:Qtrnnnnnan
SEAL
EDUARDOL,CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
PLOT DATE: 2008
9'-411
R.O.
8
A6.2
b L
A6.2
U A 1
,' SLL\b
,-Jk 14'-0" _
1V R.O.
Kik 'IG -o"
RLO. L
/ )I, 9'-411
lkj R. 0.
0'-0"
SLAB
O
I I
"17 1 BUILDING---�I
A6.1 I CORNER
14'-0"
R. 0.
I I
1
A6,1
I
9141
R.O.
16
A6,1
I I
I
17
A6.1
141011
R.O.
9'-4"
R. 0.
8
A6,2
D
U-10%" CMU CONST, I 6'-10Y2' CMU CONST,
4 4
A6.2 A6,2
NOTE:
THE OUTSIDE FACE OF FRAME FOR WINDOW TYPES'6' and'7'
SHALL FLUSH -OUT WITH THE OUTSIDE FACE EXTERIOR FINISH
SYSTEM (CORNER WINDOW ONLY).
CV
8'-0"
3'-0'
R. 0.
co c?
17
A6.1
5 6D 18
A6,1 A6,1 S A6,1
I
!_/
A D
B
D
2
GLASS SCHEDULE
�j
KICKPLATE
THRESHOLD
1" INSULATED GLASS; TYPE GL -3 OPENING FOR P.O.P. NO GLASS
8
A6.1
4'-0%2"
2'-11 X"
MISCELLANEOUS
1" INSULATED TEMPERED GLASS; TYPE GL -3 G 1" INSULATED SPANDREL GLASS; TYPE GL -5
1/4" TEMPERED GLASS; TYPE GL -2 Q LEXAN PANEL (AROUND P.O.P.).
w
NO.
DOOR SIZE
GRAY HIGH PERFORMANCE TINT. SUPPLIED BY SIGN VENDOR.
W
r,--
0
0 1/4" OPAQUE SOLID WHITE SPANDREL,
NOTE:
STOP
SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS,
DETAIL LOCATIONS
DOOR NOTES
DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED.
n
«
❑
NOTE:
J
a
REFER TO SECTION 08800 OF THE SPECIFICATIONS MANUAL FOR GLAZING
I
2
3
TYPES (GL-#).
1
2
3
4
GLAZING TYPES N."r,s,
7
I I
"17 1 BUILDING---�I
A6.1 I CORNER
14'-0"
R. 0.
I I
1
A6,1
I
9141
R.O.
16
A6,1
I I
I
17
A6.1
141011
R.O.
9'-4"
R. 0.
8
A6,2
D
U-10%" CMU CONST, I 6'-10Y2' CMU CONST,
4 4
A6.2 A6,2
NOTE:
THE OUTSIDE FACE OF FRAME FOR WINDOW TYPES'6' and'7'
SHALL FLUSH -OUT WITH THE OUTSIDE FACE EXTERIOR FINISH
SYSTEM (CORNER WINDOW ONLY).
CV
8'-0"
3'-0'
R. 0.
co c?
17
A6.1
5 6D 18
A6,1 A6,1 S A6,1
I
SEE SCOPE OF WORK
SHEETS FOR DRIVE-THRU
WINDOW INFORMATION
3'-4" I. 3'-0"
0 3
A6,1
N
N
1. DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE, REFER TO SHEETS A1.0 AND A5
SHEETS FOR ROUGH OPENING DIMENSIONS.
2. SEE SCHEDULE FOR GLASS TYPES.
3. REFER TO FLOOR PLAN, ELEVATIONS AND WALL SEC; TIONS FOR ROUGH OPENING
DIMENSIONS,
4. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C,
U,O.N,
5. STOREFRONT FRAMES SHALL BE CLEAR ANODIZED (SILVER). DRIVE THRU WINDOW
SHALL BE CLEAR ANODIZED.
6. LEXAN PANEL (SEE WINDOW TYPE 1 / THIS SHEET) IS PROVIDED BY THE SIGN VENDOR
AND INSTALLED BY G,C, REFER TO GLASS SCHEDULE, NOTE E / THIS SHEET,
PREFERRED SUPPLIER
INTERIOR DOORS, FRAMES & HARDWARE
LOCKNET
MIKE MOYNAHAN
'100 COURCHELLE DRIVE
NICHOLASVILLE, KY 40356
800-887-4307 FAX : 859-887-4958
NOTES N.T.S.
REFERENCE NOTES:
1. LAMINATE DOORS 5,6 & 8 AND PAINT FRAMES 5,6 &8. REFER TO FININSH SCHEDULE SHEET A7,2.
2. ALL HARDWARE SHALL BE US32D U,O,N.
3. ALL HM FRAMES SHALL BE 16 GA STEEL 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,
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
f#DU3670L52VED (1-800-887-4307).
8 "VISION" STOREFRONT DOORS SHALL HAVE BUCKET HANDLES BOTH INTERIOR AND EXTERIOR, FLUSH
BOLT ON INACTIVE LEAF, DEAD BOLT ON ACTIVE LEAF,
9. MOUNT KICKPLATE ON PUSH SIDE ONLY.
'10. MAXIMUM DOOR OPERATING PRESSURE: 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT 90 DEGREES
TO THE DOOR AT THE STRIKE EDGE.
11, ADA COMPLIANT ACCESSIBILITY SlCiNAGE, INCLUDE BRAILLE AS REQUIRED BY LOCAL JURISDICTION - (1)
MEN; (1) WOMEN
12, RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS,
13. FRAMES SHALL BE PAINTED.
14. ENSURE THE DOOR OPENS A MAXIMUM OF 90 DEGREES TO MITIGATE POTENTIAL DAMAGE TO THE TOWER
LEG (E.I.F.S.) CORNER.
15. EXTERIOR DOOR PUSH / PULLS TO BE INSTALLED BY THE STOREFRONT WINDOW INSTALLER,
16. PROVIDE BRUSH TYPE DOOR SWEEPS AT ALL EXTERIOR DOOR LOCATIONS. DOOR SWEEPS FINISH TO
MATCH DOOR FINISH. SWEEPS SHALL BE PROVIDED BY SEALEZE, PART /AD48CCLA09BL. '1-800-SEALEZE.
DOOR _ n
DOOR
!_/
A D
B
D
2
LOCKS
�j
KICKPLATE
THRESHOLD
2'-1-1'x/4"
8
A6.1
4'-0%2"
2'-11 X"
SEE SCOPE OF WORK
SHEETS FOR DRIVE-THRU
WINDOW INFORMATION
3'-4" I. 3'-0"
0 3
A6,1
N
N
1. DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE, REFER TO SHEETS A1.0 AND A5
SHEETS FOR ROUGH OPENING DIMENSIONS.
2. SEE SCHEDULE FOR GLASS TYPES.
3. REFER TO FLOOR PLAN, ELEVATIONS AND WALL SEC; TIONS FOR ROUGH OPENING
DIMENSIONS,
4. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C,
U,O.N,
5. STOREFRONT FRAMES SHALL BE CLEAR ANODIZED (SILVER). DRIVE THRU WINDOW
SHALL BE CLEAR ANODIZED.
6. LEXAN PANEL (SEE WINDOW TYPE 1 / THIS SHEET) IS PROVIDED BY THE SIGN VENDOR
AND INSTALLED BY G,C, REFER TO GLASS SCHEDULE, NOTE E / THIS SHEET,
PREFERRED SUPPLIER
INTERIOR DOORS, FRAMES & HARDWARE
LOCKNET
MIKE MOYNAHAN
'100 COURCHELLE DRIVE
NICHOLASVILLE, KY 40356
800-887-4307 FAX : 859-887-4958
NOTES N.T.S.
REFERENCE NOTES:
1. LAMINATE DOORS 5,6 & 8 AND PAINT FRAMES 5,6 &8. REFER TO FININSH SCHEDULE SHEET A7,2.
2. ALL HARDWARE SHALL BE US32D U,O,N.
3. ALL HM FRAMES SHALL BE 16 GA STEEL 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,
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
f#DU3670L52VED (1-800-887-4307).
8 "VISION" STOREFRONT DOORS SHALL HAVE BUCKET HANDLES BOTH INTERIOR AND EXTERIOR, FLUSH
BOLT ON INACTIVE LEAF, DEAD BOLT ON ACTIVE LEAF,
9. MOUNT KICKPLATE ON PUSH SIDE ONLY.
'10. MAXIMUM DOOR OPERATING PRESSURE: 5 LBS INTERIOR : 8.5 LBS EXTERIOR MEASURED AT 90 DEGREES
TO THE DOOR AT THE STRIKE EDGE.
11, ADA COMPLIANT ACCESSIBILITY SlCiNAGE, INCLUDE BRAILLE AS REQUIRED BY LOCAL JURISDICTION - (1)
MEN; (1) WOMEN
12, RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS,
13. FRAMES SHALL BE PAINTED.
14. ENSURE THE DOOR OPENS A MAXIMUM OF 90 DEGREES TO MITIGATE POTENTIAL DAMAGE TO THE TOWER
LEG (E.I.F.S.) CORNER.
15. EXTERIOR DOOR PUSH / PULLS TO BE INSTALLED BY THE STOREFRONT WINDOW INSTALLER,
16. PROVIDE BRUSH TYPE DOOR SWEEPS AT ALL EXTERIOR DOOR LOCATIONS. DOOR SWEEPS FINISH TO
MATCH DOOR FINISH. SWEEPS SHALL BE PROVIDED BY SEALEZE, PART /AD48CCLA09BL. '1-800-SEALEZE.
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CLOSERS
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X
X
X
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X
X
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X
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11/A6.3
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NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING,
WINDOW TYPES u4" =1'0"T-9
LEVER
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FRAME FOR TYPE
A&B DOORS
SHOWN IN 9/A1,1
INCORPORATED
engineering. architecture. planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: ( 305) 558-4124
FAX: (305) 826-0619
E13#0004432
vJ v
SEAL
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBU SH
ARCHITECT -AR 2808
0
A
0
0
0
0
0
CONTRACT DATE: 10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
/ D D \ _ _ / D
Q K-yo7
IL11 noniq j; wimnnw
FINISH FLOOR
KICKPLATE KICKPLATE E VAT' S
ON O N PUSH
SID p0NLY O USH SIDE ONLY O O
KICKPLATESTOREFRONT AN
KITCHEN SIDE STOREFRONT
ONLY
SYSTEM SYSTEM C m E "L ES
NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING OR OUTSIDE ROOM Ai mi
®®®R TYPES 1/4" = 1' U" 3 PLOT DATE: 2008
ul
CORE DRILLS A BE MADE FROM
APPROVED VEND!
TRAWINGS. DO NOT UTILIZE OR
-OCATE PER THESE DRAWINGS.
7 I 6 I I 4 I 3 2 I I
FOUIPRAFNTIRVATINe., 01 AN
Ci
QTY.
ITEM
REMARKS
INCLUDES KNEE WALL
PLAN VERSION:
0
SITE NUMBER:
297909
STORE NUMBER:
<
QTY,
ITEM
REMARKS
2
SERVING COUNTER
VI -A9
1
KFC CANVAS COLLAGE ART 36" X 84"
SEE A8.0 FOR LOCATION
VI -A1
1
KFC CANVAS WALL ART 27" X 52"
SEE A8,0 FOR LOCATION
3
4
DINING SCREEN PARTIAL H'F,
G3.1
1
KFC ART BUCKET (SET'A')
SEE A6.0 FOR LOCATION
4
1
WAITING BENCH
G3.2
1
KFC ART BUCKET (SET'A')
SEE A8.0 FOR LOCATION
O
1 SET
TABLE PACKAGE
INCLUDES TABLES, FRAMES, BOOTHS
[5% (3 SEATS) SHALL BE ACCESSIBLE,
G 3,3
1
KFC ART BUCKET (SET'A')
SEE A8.0 FOR LOCATION
G4,1
1
LADIES SIGN
SEE A8.0 FOR LOCATION
O
1 SET
CHAIR PACKAGE
G4.2
1
GENTLEMEN SIGN
SEE A8,0 FOR LOCATION
�7
1
TRASH RECEPTACLE/TRAY RETURN SINGLE
MIA
1
KFC "OMNOVA" ART/WALL PANEL
SEE A8.0 FOR LOCATION
0
1
TRASH RECEPTACLE/TRAY RETURN DOUBLE
MIB
1
KFC "OMNOVA" ART/WALL PANEL (3 SEGS)
SEE A8.0 FOR LOCATION
0
2
WOOD SLAT BENCH
C10
1
NUTRITION POSTER *
SEE A8.0 FOR LOCATION
Gil
1
PLEDGE (ON PLEXIGLASS)
SEE A8.0 FOR LOCATION
O
1 SET
ARTWORK PACKAGE
REFER TO PLAN AND SCHEDULE (THIS SHEET) AND INTERIOR ELEVATIONS SHEET A8.0 FOR LOCATIONS
51,1
1
SUNDAY DINNER NEON SIGN
SEE A8.0 FOR LOCATION
* THE NUTRITION MATERIALS (ACRYLIC HOLDER, NUTRITION POSTER ANDBRAND
—]
NUTRITION BROCHURES) ARE PART OF A NEW RESTAURANT'S GRAND OPENING KIT AND
ARE PROVIDED BY YUM FORMS.
SEATING PACKAGE - BY SEATING VENDOR U.O.N. (TOTAL SEATS = 60) E ARTWORK SCHEDULE D
DECOR
1. REFER TO SC SHEETS FOR SCOPE OF WORK RESPONSIBILITIES.
2. (H) -SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS.
3.HC - SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE.
GENERAL NOTES
0
HOOD FIRE SUPPRESSION SYSTEM (ANSIJL R-102)
SPLASH GUARDS. SEE 7A6.3.
MAINTAIN 44" MIN CLEAR AISLE EGRESS PATHS TO EXIT DOORS.
C 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 6/A6.3 AND SCOPE OF WORK.
�j PULL STATION @ 3'-8" A.F.F.
GAS LINE DOWN TO EQUIPMENT.
COORDINATE LOCATION OF HORIZ PVC SYRUP CHASE THROUGH WALL TO
COUNTER.
9 SEE SHEET At'I FOR SECURITY DOOR PACKAGE,
SAUCE DISPENSING+ BRACKET,
111 GAS METER.
1D SWITCHGEAR / ELECTRIC PANELS.
KEYNOTES
F
E
D
C
INCORPORATED
engineering. architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
dv
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 3'1914
JACK D. RAUDENBU SH
ARCHITECT -AR 2608
A
CONTRACT DATE:
10-28-2007
B
K -y07
PLAN VERSION:
0
SITE NUMBER:
297909
STORE NUMBER:
0
DRAWING DATE:
0
0
0
A
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
PLOT DATE: 2006
- L
EQUIPMENT SCHEDULE
NO.
QTY
G.C. INST.
ITEM DESCRIPTION
MFR. & MODEL NUMBER PLUMB
ELECT GAS REMARKS NO.
GAS
REMARKS
NO.
B CONTRACTOR BUILDING ELEMENTS
DRAWING DATE:
N SINKS/DISHWASHERS
B-120
1
X
DRIVE-THRU WINDOW
QUICKSERV #SC4030CR
CLEAR ANODIZED B-120
B-215
1
X
WATER HEATER
BRADFORD WHITE #EF-100T-199E-3N(A) X
X X B-215
B-241
6
X
SOAP DISPENSER (WALL MOUNT)
KAY 3675
SURFACE MOUNTED B-241
B-251
4
X
SANITIZER DISPENSER
KAY 3741
SURFACE MOUNTED B-251
B-265
2
X
MIRROR, 18" X 36"
BOBRICK #B-165-1836
SURFACE MOUNTED B-265
B-275
2
X
TOILET PAPER DISPENSER
BOBRICK #2890
SURFACE MOUNTED B-275
B-290
4
X
PAPER TOWEL DISPENSER
BOBRICK #13-262
SURFACE MOUNTED B-290
B-291
2
X
PAPER TOWEL DISPENSER / TRASH RECEPTACLE
BOBRICK #13-38034
RECESSED B-291
B-300
2
X
GRAB BAR 1-1/2"DIA X 36" S.S. FIN.
BOBRICK #136806X36
SURFACE MOUNTED B-300
B-305
2
X
GRAB BAR 1-1/2"DIA X 42" S.S. FIN.
BOBRICK #B6606X42
SURFACE MOUNTED B-305
B-400
2
X
WASTE BASKET - 32 GALLON
RUBBERMAID #2632 (GREY)
B-400
B-405
4
X
WASTE BASKET
RUBBERMAID SLIM JIM #3541 (GREY)
B-405
B-406
I
X
WASTE BASKET"
RUBBERMAID 28 QT #2956 (BLACK)
B-406
B-410
'1
X
SANITARY NAPKIN RECEPTACLE
RUBBERMAID #0140
INCLUDES ACCESSORY KIT & MOUNTING HARDWARE B-410
B-599
1
X
MOP SINK STATION
ISS #WST806Y
B-599
B-620
1
X
CHICKEN MOP SINK arATION
ISS #MOPCHICKMB
B-620
P-001 1
X
60" HEATED DISPLAY UNIT
HENNY PENNY #HCW5
X
X
P-001
C COOKING EQUIPMENT
X
HEAT SINK TABLE 27"W x 34"H
C-001
2
X
8 HEAD PRESSURE FRYER
HENNY PENNY 4HP690
X X W/ RACK KIT, ACCESSORY KIT & GAS HOSE KIT #C-503 0-001
C-023
1
X
SINGLE OPEN FRYER W/ CONTROLLER
PITCO #SGF 18WKS
X X COMES WITH GAS HOSE KIT C-023
C-024
1
X
DUAL OPEN FRYER W/ CONTROLLER
PITCO #SGF18-2WKS
X X COMES WITH GAS HOSE KIT C-024
C-025
I
X
6 HEAD FRYER
PITCO #SG6HNG
X X COMES WITH GAS HOSE KIT C-025
C-1130
1
X
CONVECTION OVEN W/ CONTROLLER
BLODGETT #CTBRAP
X C-130
C-183
2
X
MICROWAVE OVEN 2100 W
SHARP #R-25JT
X 0-183
C-198
2
X
STAR SPLIT LID TOASTER
STAR # GR 14SPTA
X FOR C-024 C-198
C-375
I
X
FRYER LANDING TABLE 24.5" X 36.511
ISS #536FRYACCMBA
0-375
0-503
2
X
GAS HOSE KIT 3/4"
DO R MONT 'I 675BPOBS48
FOR (2) C-001 C-503
FASTRON #KFCMT300
X
P-361
P-460 1
X
AIR CURTAIN PASS-THRU WARMER
HATCO #FSHAO-2PT
X
X
NO HUMIDITY
P-460
P-500 1
X
MIXER
HOBART #HL200
X
P-500
P-532 1
X
SHORTENING SHUTTLE
WORCESTER SS -709
P-532
P-575 1
X
CAN OPENER
E EXHAUST HOODS/FIRE SUPP.
E-234
1
X
KFC HOOD
GEN. VENTILATION
X SEE HOOD N1FR. DRAWINGS (INCLUDES PRE -PIPING) E-234
AYRKING #BBS-EC1-4830BPC
X
P -60'I
P-650 1
X
CONVECTION OVEN TABLE 32"W x 31 "D
APW/AMERICAN WYOTT #4857700
P-650
F OFFICE/EMPLOYEE/MUSIC/MISC.
X
WORK STATION FOR HOT WATER 18"W x 30"D x 76"H
F-008
'1
X
FILE CABINET (2 DRAWER HIGH)
LOUISVILLE MILL - HON R532PL
F-008
F-019
'1
X
CHAIR - OFFICE
HON 5831
F-019
F-025
1
X
CHAIR - EMPLOYEE ROOM
VIRCO #162
F-025
F-030
1
X
COAT HOOKS
ISS #HOOK246R2Y
F-030
F-036
1
X
EMPLOYEE WORKSTATION
ISS #WST754E
LOCKERS TO BE WALL MOUNTED F-036
F-040
1
OFFICE COMPUTER
POS PROVIDED
X F-040
F-050
1
CREDIT CARD SATELLITE ROUTER JUNCTION
YUM
X F-050
F-060
1
BUCKET DISPENSER 46
MONITOR -OFFICE
YUM
F-060
F-080
1
P-909
OFFICE PRINTER/ COPIER/ FAX/ SCANNER
POS PROVIDED
X F-080
F-090
1
UPS (IDN-INTERUPTABLE POWER SUPPLY)
POS PROVIDED
X F-090
F-131
I
PLATE HOLDER (4 PACK)
MUSIC SYSTEM
MUZAK #6848. LOCAL LEASE
X MUZAC (LOCAL LEASE), W/ 4 SPEAKERS F-131
F-170
I
X
SAFE WITH AUDIT LOCK
FIREKING #BSD2920AAXRKF
X F-170
F-21'1
1
X
CLOCK
EQUITY TIME #87220
F-211
F-250
I
X
"RUN A GREAT RESTAURANT" BOARD, 34'W x 40"H
B& B SYSTME9 #02010200
F-250
F-270
1
X
FIRST AID KIT
SWIFT #68-UFPC
F-270
F-341
1
X
VIDEO TRAINING UNIT WORKSTATION 24"x24"
ISS 42424MOT1EA
F-341
F-360
1
X
VIDEO TRAINING UNIT
COBY #TFDVD15911
X MUST ORDER RESTRAINING CABLE F-360
F-506
2
X
STACKABLE HIGH CHAIR
OLD DOMINION #SI
F-506
F-915
3
X
FLOOR MAT 3' x 5'
ENTRANCE, INC. #41150012
RUBBERIZED F-915
S SERVING/DRIVE-THRU
K WORKSTATIONS/SHELVING/CARTS
S-002 2
X
HEATED CABINET -FULL SIZE R/H HINGE
HENNY PENNY #HHC-900 (R/H)
X
K-130
2
X
MOBILE FRONT COUNTER CART 18"X24"
ISS #FC18242MYA
K-130
K-'13'1
1
X
MOBILE CONDIMENT CART
ISS #CONDDPSSA
K-131
K-198
1
X
PREP SINK WORKSTATION 361
ISS #WST756E
K-198
K-227
1
X
3 COMP, SINK WORKSTATION, 961
ISS #WST808E
K-227
K-269
1
X
BREADER WORKSTATION (DOUBLE) '18" x 48"
ISS #WST758Y
K-269
K-274
1
X
BREADING WORKTABLE, 30"D x 24%
ISS #WST1141YA
K-274
K-280
1
X
48" MICROWAVE WORKSTATION
ISS #WST760E
K-280
K-281
I
X
48" PREP WORKSTATION
ISS #WST789E
K-281
K-282
1
X
MIXER WORKSTATION
ISS #WST757E
K-282
S-283
5-346 1
X
PICK-UP DRIVE-THRU COUNTER (30" x 54")
K-300
7
X
CHICKEN DOLLY
YESS #PE84065
K-300
K-320
1
X
SALAD DOLLY
APW #21639000
K-320
S-358
8-383 1
X
SELF SERVE DRINK COUNTER (47" x 90")
K-420
I
X
CARBONATOR PLATFORM SHELF 18" X 24"
ISS #WST34Y
K-420
K-425
1
X
BAKERS RACK 20.5" x 26" x 69"
NEW AGE INDUSTRIAL #1331
K-425
K-437
1
X
VEGGIE MODULE, 24" X 36"
ISS #WST 1139Y
K-437
K-495
1
X
SHELVING UNIT 18" x 30" x 74"H (4 TIER)
ISS #SU183074Y
K-495
K-496
2
X
BULKHEAD SHELF 18" x 48" X1 5" ('1 TIER)
ISS #BHWS1846Y
MOUNTED AT +7'-0" A.F.F. (AT BOTTOM OF LOWER BRACKET) K-496
K-497
6
X
SHELVING UNIT 18" x 36" x 74" (4 TIER)
ISS #SU 183674Y
K-497
K-498
6
X
SHELVING UNIT 18" x 48" x 74" (4 TIER)
ISS #SU184874Y
K-498
K-499
4
X
SHELVING UNIT 18" x 60" x 74" (4 TIER)
ISS #SU'186074Y
K-499
K-502
4
X
SHELVING I_JNTT 24" X 36" X 74"H (4 TIER)
ISS #SI-J243674Y
K-502
K-504
5
X
SHELVING UNIT 24" x 48" x 74"H (4 -TIER)
ISS #SU244874Y
K-504
K-506
3
X
SHELVING UNIT 24" x 60" x 74"H (4 "TIER)
ISS #SU246074Y
K-506
LOCATED ON SHELF BENEATH DRINK MACHINE
3-570
S-580 I
CO2 (BULK) TANK
MVE #11805373
WITHOUT IMPURITY RING
S-580
S-592 1
X
WATER FILTER SYSTEM
L LIGHTING/SIGNAGE/MENUBOARDS
X
L-042
I
X
INTERIOR MENU BOARD PACKAGE, 7 -PANEL
POSTERLOID
SEE SCOPE OF WORK L-042
L-150
1
X
SECURITY DOOR DANGER SIGN
ADVERCO#ADVCUSTOM
ORDERED DIRECT FROM YRFS L-150
L-'15'1
1
X
CHAMPS BOARD 31 "W x 23"H
ORDERED DIRECT FROM YRFS L-151
S-813
S-814 'I
X
2x3 INFRA RED HOLDING:, UNIT
PRINCE CASTLE #DHB2P-F-46KFC
X
5-814
S-808 1
X
4x3 HOLDIN(_a CABINET
DUKE #FWM34-43KF 1 -208
X
EQUIPMENT SCHEDULE
NO. QTY
C.C. INST.
ITEM DESCRIPTION
MFR & MODEL NUMBER
PLUMB
ELECT
GAS
REMARKS
NO.
W750279
DRAWING DATE:
N SINKS/DISHWASHERS
N-0'13 1
X
3 -COMP POWER SOAK 108"R x 34"D
METCRAFT #200PSB108R1 P
X
X
W/ T& S B-2466 FAUCET & SPRAY RINSE
N-013
N-053 4
X
HAND SINK (KITCHEN)
AERO #HS -MOD
X
N-053
N-071 2
X
MOP SINK FAUCET
T&S #13-2465
X
N-071
N-130 1
X
1 COMP. SINK FAUCET
T&S FAUCET B-2463
X
FOR N-702
N-130
N-131 1
X
PRE -RINSE KIT
T&S B-2466
X
FOR N-014
N-131
N-133 4
X
HAND SINK FAUCET
T&S FAUCET B -2456-W
X
SPLASH MOUNTED, FOR N-053
N-'133
N-150 4
X
HAND SINK FOOT PEDAL
T&S B-0501
X
FOR N-053
N-150
N-171 1
X
1 COMP. SINK WASTE DRAIN LEVER
AERO #S-20
X
2" TWIST TYPE, FOR N-702
N-171
N-202 2
X
MOP SINK 24"X24" FLOOR MOUNT SINK
AERO MANUFACTURING CO., INC. #3MP-2121-6
X
INCLUDES (2) 24"X36" WALL PANELS
N-202
N-702 1
X
1 COMP PREP SINK 381W X 27"D X 35 1/2"H
AERO #2F1211618L
X
N-702
P FOOD PREPARATION
P-001 1
X
60" HEATED DISPLAY UNIT
HENNY PENNY #HCW5
X
X
P-001
P-028 1
X
HEAT SINK TABLE 27"W x 34"H
APW WYOTT #4882300
P-028
P-034 1
X
M A,P.S, 60" BASE UNIT 34"H
APW WYOTT #K60BU4882825
P-034
P-054 1
X
HOTWELL TABLE 34"H
APW #K46HS4883500
X
X
W/ UC STORAGE/OVERSHELF
P-054
P-105 1
X
POST PACK TABLE 32"W x 52 5"D x 34"H
APW WYOTT #K32POST
P-105
P-164 1
X
COLDWELL TABLE 34"H
APV/ #K35.5CS4883525
X
X
VV/ UC STORAGE/OVERSHELF
P-164
P-206 1
X
OVERSHELF W/ RACEWAY
APW WYOTT #4883550
P-206
P-361 1
X
MIXER TIMER
FASTRON #KFCMT300
X
P-361
P-460 1
X
AIR CURTAIN PASS-THRU WARMER
HATCO #FSHAO-2PT
X
X
NO HUMIDITY
P-460
P-500 1
X
MIXER
HOBART #HL200
X
P-500
P-532 1
X
SHORTENING SHUTTLE
WORCESTER SS -709
P-532
P-575 1
X
CAN OPENER
EDLUND G-2
P-575
P-60'1 2
X
BREADER (SINGLE) 481 x 30"W x 36"H
AYRKING #BBS-EC1-4830BPC
X
P -60'I
P-650 1
X
CONVECTION OVEN TABLE 32"W x 31 "D
APW/AMERICAN WYOTT #4857700
P-650
P-674 1
X
WORK STATION FOR HOT WATER 18"W x 30"D x 76"H
ISS #WST790E
HOT WATER DISPENSER STATION
P-674
P-721 1
X
5 GAL HOT WATER MACHINE
BUNN H5X-60-208
X
X
P-721
P-864 I
X
STAINLESS STEEL WORK TABLE 30"W x 30"D
ISS #WTO3030Y
P-864
P-909 2
X
BUCKET DISPENSER 46
AJ, ANTUNES #9900342
W/ PREPACK 24"
P-909
P-910 2
X
BUCKET DISPENSER #8
A.J. ANTUNES #9900346
In// PREPACK 24"
P-910
P-911 1
X
PLATE HOLDER (4 PACK)
APW #4875680
P-911
P-912 1
X
ACCESSORY KIT
APW #4883575
P-912
R REFRIGERATION
R-002 1
X
SINGLE SPLIT DOOR FREEZER (LH)
TRAULSEN #012001
X
29-7/8"W x 34-15/16"D x 83-1/4"H
R-002
R-029 1
X
1/2 HT. FREEZER (LH) STD, CASTERS
DELFELD 403CA, LH
X
W/ WORK TOP
R-029
S SERVING/DRIVE-THRU
S-002 2
X
HEATED CABINET -FULL SIZE R/H HINGE
HENNY PENNY #HHC-900 (R/H)
X
W/ GLASS DOORS ON FRONT AND BACK
S-002
S-200 I
DRIVE -THRID TIMER
ERC #DTT-KFCNT
X
S-200
5-220 1
X
HEADSET HOOKS
HME #321006
5-220
S-250 1
DUAL OUTPUT VEHICLE DETECTOR
ERC #9172
X
5-250
S-251 1
DRIVE=THRID TIMER DISPLAY UNIT
ERC TM -05
X
S-251
S-260 1
X
DRIVE THRU CONDIMENT TOWER
ISS #CONDTOW24LA
S-260
S-283 1
X
DRIVE THRU DRINK STAGER
ISS #WST788E
S-283
5-346 1
X
PICK-UP DRIVE-THRU COUNTER (30" x 54")
IS5 #W5T1140Y
S-346
S-358 1
X
BEVERAGE COUNTER -DRIVE THRU 7011 x 32"D x 34"H
DELFIELD #
S-358
8-383 1
X
SELF SERVE DRINK COUNTER (47" x 90")
CARTER HOFFMANN #(_,H'3- TB590
5-383
S-453 2
X
T-SHIRT BAG HOLDER
FRANKE #27012973
(ATTACH TO PO`TPACK)
5-453
S-477 2
X
DUAL SIDE CIDP DISPENSER
A,J. ANTUNES #9900350
S-477
S-482 2
X
CUP DISPENSER 30-1/16" x 15-1/16" x 23-3/4"D
A.J. ANTUNES #DACS60
S-482
S-512 2
X
ICE CUBEB
MANITOWOC #SY0674C
X
X
5-512
S-532 2
BEVERAGE DISPENSER (SELF SERVE/DRIVE THRID)
CORNELIUS #ED 250
X
X
S-532
S-550 1
BAGI-N-BOX SYRUP RACK
CORNELIUS/REMCOR BNB12B8P
X
FLO-3REG-2CRB
5-550
S-570 2
CARBONATOR
CORNELIUS/REMCOR
X
X
LOCATED ON SHELF BENEATH DRINK MACHINE
3-570
S-580 I
CO2 (BULK) TANK
MVE #11805373
WITHOUT IMPURITY RING
S-580
S-592 1
X
WATER FILTER SYSTEM
SELECTO #TB5/620-5
X
S-592
S-600 2
X
BUNDLED SYRUP LINES
CORN ELI US/REMCOR TUBE BUNDLE
X
SEE SCOPE OF WORK
S-600
S-813 1
X
2x2 INFRA RED HOLDING UNIT
PRINCE CASTLE #DHB2PT-33KFC
X
S-813
S-814 'I
X
2x3 INFRA RED HOLDING:, UNIT
PRINCE CASTLE #DHB2P-F-46KFC
X
5-814
S-808 1
X
4x3 HOLDIN(_a CABINET
DUKE #FWM34-43KF 1 -208
X
S-808
U SECURITY/COMM,/FIRE PROT./POS
U-022 1
X
CCTV DVR & MONITOR
MARTCO, INC,
X
U-022
U-024 I 1
X
BASE STATION - D/T COMM. SYSTEM
HME SYSTEM #0113466 IQ SYSTEM
X
6 COMMUNICATORS & BATTERY CHARGER, +7'-0" A.F.F.
U-024
U-048 1
X
'SECURITY SYSTEM
ADT #E53200094
X
U-048
U-070 3
RECEIPT PRINTER
POS PROVIDED
X
2 FOR F/C AND I D/T
U-070
U-100 4
POS/ORDER ENTRY TERMINAL
POS PROVIDED
X
U-100
U-121 2
CASH DRAWER HOLDER
POS PROVIDED
SEE SCOPE OF WORK
U-121
U-152 3
=CASH DRAWER
POS PROVIDED
SEE SCOPE OF WORK
U-152
U-197 2
X
MONITOR WALL BRACKET
POS PROVIDED
U-197
U-198 6
X
17" MONITOR (FLAT SCREEN)
POS PROVIDED
X
SEE SCOPE OF WORK
U-198
U-199 4
X
MONITOR BRACKET
POS PROVIDED
SEE SCOPE OF WORK
U-199
U-250 6
BUMP BAR
POS PROVIDED
U-250
W WALK-IN COOLERS/FREEZERS
W-037 1
X
WALK-IN COOLER/FREEZER
ICs
X
X
W-042
NOTE: ITEMS NOTED AS "CURRENTLY UNDER A FIELD VALIDATION PROGRAM" ARE PART OF A LARGE SCALE EVALUATION AND MAY NOT BE APPROVED FOR CONITNUING USE FOLLOWING COMPLETION OF THE
EVALUATION. PLEASE CONTACT YOUR DISTRIBUTOR IF YOU HAVE ANY QUESTIONS.
B DCr CLEARANCE BAR, SECURITY DOOR, WATER HEATER, D%r WINDOW, RESTROOM ACCESSORIES, AIR
DOOR/CURTAIN, MOP SINK, HAND SINK ACC., CORNER GUARDS, MATS
C FRYERS, OVENS, GRILLS, RETHERMALIZERS, TOASTERS, MICROWAVE
E KITCHEN EXHAUST HOOD`;, FIRE SUPPRESSION EQUIPMENT
F SAFE, OFFICE EQUIPMENT, EMPLOYEE STORAGE/BREAK
K SHELVING, WORKSTATIONS, CARTS, RACKS, DOLLIES
L SITE LIGHTING, SIGNAGE, MENUBOARDS
N POWERSOAK, KITCHEN HAND SINKS, PREP, SINKS, DISHWASHERS
P M,A.P.S. LINES, I -LINES, PACK LINES, BREADERS, MARINATORS, HOT WATER, WORKTABLES, CHEESE
MELTERS
R REFRIGERATORS AND FREEZERS (NOT WALK-IN)
S DRINK SYSTEMS & EQUIP., HEAT CABINETS, STAGERS, WARMERS, SERVING EQUIP„ D/T EQUIP,
U SECURITY SYSTEM, LOCKS, CCTV, D/T COMMUNICATIONS/POS SYSTEM, POS EQUIP.
W WALK-IN COOLERS/FREEZERS
INCORPORATED
engineering. architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AP, 2808
0
0
0
0
0
CONTRACT DATE:
'10-28-2007
BUILDING -TYPE
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
PLOT DATE: 2008
yll,
21'-4"
TO. WALL i II II
I II II
I II II
i IldI 3'-2"
9
III
16 III I �
W,
18'-10"
T.O. WALL
OVERFLOW SCUPPER CALCULATIONS:
1 V-7`
18'-10"
T,O. WALL
TYP.
14
9
1, MINIMUM SIZE 3 TIMES SIZE OF GRAIN: 3x 12.586 = 37.76 in 2 < CONTROLS
2, MINIMUM SIZE PER FBC '1 107.3 (PLUMBING): 6"0 30i12= 28.269 in 2
3. MINIMUM SIZE PER FBC. FIG. 1616.3 = 30412
13..
AREA PROVIDED: 3 x13 = 39 IN 2
�c
ROOF
'12
4"0 ROOF DRAIN
(AREA= 945.79 S.F.)
4"0 ROOF DRAIN—
(AREA= 878.90 S.F.)
NOTE:
TRIBUTARY AREA INCLUDES FLAT
ROOF AREA PLUS HALF VERTICAL
AREA OF 4 FF. PARAPET WALL
PER SECTION 1106.4 F.B.C.-2004
4"0 AT 1/4 IN/FT
6"0 DOWN
r (2,770.48 S.F.)
4"0 AT 1/4 IN/FT
INCO. � .?II➢�-
5" AT 1/4 IN/FT
TO CATCH BASIN
4"0 ROOF DRAIN
(AREA= 945.79 S.F.)
10
ROOF DRAINAGE ISOMETRIC n
22
f YP.
6" .0 TO CATCH BASIN
(TRIB. AREA = 2,770.48 S.F.)
23'-'I"
1 1 '-7"
—4" x 13" OVERFLOW SCUPPER 4" x 13" OVERFLOW SCUPPER 4" x 13" OVERFLOW SCUPPER
(TRIB, AREA = 945.79 S.F.)r — — — — — — (TRIB. AREA = 878.90 S.F.) (TRIB, AREA = 945.79 S.F.)
23'-1 1/4" x 34'-0" + (23'-1 1/4" +3111 + 23'-1 1/4") I I 23'-1 1/4" x 34'-0" + (23'-1 1/4" -h 23-1 1/4") 23'-1 1/4" x 34'4" + (23-1 1/4"+34'+23'-1 1/4")
x 4'/ 2 = 945.79 S.F. I 4 I x 41/ 2 = 878.90 S.F. x 4' / 2 = 945,79 S.F.
I 18'-1 p••
16
I '13 TYP. T.O. WALL
— I
4"0 AT 1/4 IN/ CoQ \ ��/ 4'0 AT 1/; IN/FT - `� �2� 2� �, 4"0 AT 1/4 IN,/FT
01Y y
<p <r�
------ �- ---- ------------ -- - - - -
CD -
21 J 21
17� . ......... .........
i TYP. __
12
O 12 CEF EF
15 — _ — —
2`0 PVC CONDENSATE DRAIN TO
ROOF DRAIN TIE TO CATCH A6 0 I F-1
BASIN (TYP. ALL UNITS)
tt 5
I� TYP,
/ I 12 \ — — — \ 7 — —
Lu
0- �- / ---N1,LL�
"I
L�------__ 1-
I i it
----.__
Ak
'14
I I- — � � � � / — — — RTIJ 2 A6,0
\ / CID
Ir 14
L 0-
TYP.
\ TYP. — — — — —
\ -- — — — — V
,-� 12
j I TYP. \ 12 \ I 20
III-
- --------------- LL- -- ------ ----- --- __-___ "/ �_ == =- —JJ
= �� -_ 13 TYP,
18' 10" 16 I g 114 16 18' 10°
T,O, WALL L21W T.O. WALL
T.O. WALL
9
8
7
CRICKETS MUST BE LOCATED AT THE
EQUIPMENT AS INDICATED. MINIMUM
CRICKET SLOPE; 1/2" PER FOOT.
6
WATERPROOFING:
A. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED.
B. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS
INDICATED ON THE DRAWINGS OR SPECS.
SEE SPECIFICATIONS FOR SEALANT SPECS,
C. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN.
MISCELLANEOUS:
A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL NOT BE ALLOWED.
B. EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE/ SUPPLY.
ROOF INSULATION:
A. RIGID BOARD, INSULATION TYPE 3. REFER TO SPECIFICATION SECTION 07210.
B. BOARD THICKNESS TO BE DETERMINED BY SITE-SPECIFIC REGIONAL REQUIREMENTS;
1/2" MINIMUM (PER ROOFING SYSTEM STANDARD).
ROOFING SYSTEM:
A. SINGLE -PLY SYSTEM. REFER TO SPECIFICATIONS SECTION 07523,
B. G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS.
ALTERNATE ROOFING SYSTEM:
A. MODIFIED BITUMEN MEMBRANE SYSTEM. REFER TO SPECIFICATION SECTION 07550.
B. G.C. SHALL COORDINATE ALL INSTALLATION REQUIREMENTS.
ROOF CRICKETS:
A. CRICKETS Co)) ROOFTOP EQUIPMENT SHALL BE FORMED WITH TAPERED INSULATION TO
SUCH AN EXTENT AS TO PROVIDE A POSITIVE MIN, 1/2" SLOPE TO THE VALLEY.
ROOF PLAN NOTES 1 D
5
4
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.
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.
LL
1 If - - -1
�C:�:
fir'---iI
'LL—_—I l
13 L1— u
A6.0
7
3
F
E
D
NOTE:
ROOF DRANIAGE, INCLUDING OVERFLOW
SCUPPERS, HAVE BEEN DESIGNED
AND SIZED IN ORDER TO PREVENT
ACCUMULATION OF MORE THAN 5"
OF WATER ON ANY PORTION
OF THE ROOF PER F.B.C. 1616.2
NOTE:
ROOF CONDENSER TO BE MOUNTED ON C
ENGINEERED ROOF STANDS WITH CLEARANCES
EQUAL TO 1/2 THE DIMENSION OF THE
SHOTEST SIDE OF UNIT PER F.B.C. 2004—SECTION
NOTE:
TOP NAILING AT PARAPET WALL CAP
FLASHING WILL NOT BE ACCEPTED. —
NOTE:
ALL ROOFTOP UNITS SHALL BE
SECURED TO ROOF AS INDICATED
ON SHEET M-3. ALL CONNECTIONS
HAVE BEEN DESIGNED TO RESIST
DESIGN LOADS AND WIND OF 146 MPH. B
DESIGN
LOADS:
SLAB -ON -GRADE LIVE LOAD
125 PSF.
ROOF DEAD LOAD
25 PSF.
ROOF LIVE LOAD
30 PSF.
ALLOWABLE BEARING
2,500 PSF.
BASIC WIND SPEED
146 MPFI,
WIND IMPORTANCE FACTOR
1.0
WIND EXPOSURE
IV,
INTERNAL PRESSURE COEFFICIENT Y 0.18
NET UPLIFT AT ROOF DECK
ASCE-7-98
DRAWING DATE:
51.0 PSF. rP 4' OF TRUSS END
24x36 WALK MATS. SEE ROOF SPECS.
37.10 PSF. (1 MID—TRUSS SPAN
REFER TO BUILDING ELEVATIONS
FOR WINDOWS AND DOOR
DESIGN PRESSURES.
20
2
ROOF PLAN
GROUP
INCORPORATED
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
C)4
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBU SH
ARCHITECT -AR 2808
0
O
0
0
0
0
0
A
HVAC UNIT. INSTALL PLUMB AND LEVEL.
15
WASTE VENT THRU ROOF. SEE DETAIL 12/A6,0,
CONTRACT DATE:
10-28-2007
16
BUILDING TYPE:
K -y07
DETAILS '18 ,et 19/A6.0
PLAN VERSION:
2007-D
SITE NUMBER:
297909
NOT USED
STORE NUMBER:
W750279
A
DRAWING DATE:
3-11-2008
KEY NOTES
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
HVAC UNIT. INSTALL PLUMB AND LEVEL.
15
WASTE VENT THRU ROOF. SEE DETAIL 12/A6,0,
KITCHEN HOOD EXHAUST FAN, SEE SHEETS M3.0 a M31 AND
16
TRANSITION BETWEEN PARAPETS TYPES/ HEIGHTS.
DETAILS '18 ,et 19/A6.0
17
PIPE HOOD FOR SATELLITE DISH AND ICE MACHINE CONDENSERS. SEE DETAIL 9/A6.0,
RESTROOM EXHAUST FAN VENT PIPE. SEE DETAIL 2/M4.0.
18
NOT USED
_
CANOPIES. SEE SCOPE OF WORK.
24x36 WALK MATS. SEE ROOF SPECS.
19
ROOF LADDER. SEE DETAILS 2,4/A6,0.
ICE MACHINE CONDENSERS.
20
WATER HEATER INTAKE. SEE DETAIL 20/A6.0 FOR BRACING DETAIL.
WALK-IN COOLER / FREEZER CONDENSERS. SEE SCOPE OF WORKSHEET.
21
410 ROOF DRAIN
OUTSIDE AIR INTAKE FOR HVAC UNIT, MAINTAIN MIN. 10'-0" SEPARATION FROM
22
WATER PLY BELOW BASE PLY. NO PENETRATIONS BETWEEN DASHED LINES,
PLUMBING VENTS, FLUES AND BUILDING EXHAUST,
LINE OF KFC PARAPET CAP. SEE DETAILS I, 6/A6.0.
10
PREFERRED LOCATION FOR SATELLITE DISH SLED. SEE SCOPE OF WORK,
111
NOT USED
ROOF CRICKET.
13
DURO-LAST FLASHING CAP. SEE DETAIL 5/A6.0.
14
KFC TOWER RETURN LEG. BRACE WALL (COMPOSED OF 2X6 FRAMING) BACK TO
KFC TOWER MAIN WALL WITH (2) 3x3 ANGLES, BOLTED TO RETURN LEG WALL AND
MAIN WALL (AT TOP AND MIDPOINT OF RETURN LEG).
KEY NOTES
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
• I-41 �.
T.O. WALL
111011
T.O. WALL
T.U. SIGNAGE FRAi`
�11
T,41-0—
`` O. TRANSOM PNI
�./ T.O. LGUVERS
.
T.U. VVINDUWS /
B.U. TRANSOM LIGI
T.O. STAB
SYMBOL
AREA
MANUFACTURER
COLOR
ALTERNATE IVIFR.
ALTERNATE COLOR
SITE NUMBER:
KFC MAIN WALL
BENJAMIN MOORE
MOOREGARD "HERITAGE RED" #096-25
NO ALTERNATE ALLOWED FOR THIS COLOR
U
KFC PARAPET BAND, ACCENT COLOR
SHERWIN WILLIAMS
SW 2123 "KFC WHITE"
3
ACCENT COLOR
SHERWIN WILLIAMS
SW "HUNTINGTON BEIGE"
KFC ACCENT COLOR
BENJAMIN MOORE
MOORGARD "CLASSIC BURGUNDY" #096-26
NO ALTERNATE ALLOWED FOR THIS COLOR
5
KFC ACCENT COLOR
PITTSBURG PAINT
PPG 321-6 "CHAPS"
❑6
KFC BLDG. BASE COLOR
SHERWIN WILLIAMS
SW 7020 " BLACK FOX"
aBOLLARDS
DOT YELLOW
F-81 I
DRIVE-THRU TILE
DAL -TILE
LESLIE S. LIKINS
(502) 637-2750
LESLIE.LIKINSnDALTILE.CONI
PORCEALTO PORCELAIN TILE
#CD85 OSSIDIANA / UNPOLISHED
121lx 12"
DRIVE-THRU TILE GROUT
HYDROMENT
JEANNE ATKINSON
BIDS. (248)478-3958
MOBILE: (8,10)459-1009
H'144 MISTY GRAY, UNSANDED
SEE SHEETA7.2 FOR MORE CONTACT INFORMATION EXTERIOR FINISH SCHEDULE
1
MISCELLANEOUS
A. SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS.
B. SEE SCOPE OF WORK FOR RESPONSIBILITIES.
C. PAINT COLOR SHOWN ARE COLOR REFERENCES ARE FOR THE E.I.F.S. SUPPLIER
D. E.I.F.S. SHALL HAVE SATIN FINISH, TYPICAL.
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.
EXTERIOR WALL INSULATION:
A. EXTERIOR WALL INSULATION SHALL BE INJECTED FOAM FROM EXTERIOR SIDE OF CMU,
cid GROUT JOINT.
LEGEND:
A. VENDOR SCOPE INCLUDES SUPPLY AND INSTALLATION OF AWNINGS,
V//ACANOPIES, SIGNAGE AND ARTWORK.
B. SPANDREL LOCATIONS.
CRITICAL FINISH OPENINGS:
A. BUILDING FINISH OPENINGS THAT ARE DESIGNATED AS 11CRITICAL" SHALL BE
MAINTAINED TO PROVIDE FOR THE STANDARD INSTALLATION OF STANDARD SIGNAGE/
BUILDING ELEMENTS, REFER TO SHETS A4. IAND A5.1.
GENERAL NOTES I F
BM'HERITAGE RED', RM
'CLASSIC BURGUNDY', &
SW 'BLACK FOX' SHALL
RECEIVE A UV
PROTECTION FINISH COAT
OF SHERWIN-WILLIAMS
SHER-CLEAR 1KACRYLIC
CLEAR COAT.
O E.I.F.S, BASE COAT W/ 20 OZ. HIGH IMPACT MESH (AT TOWER ENTRIES) TO BE
APPLIED, WHERE NO"FED, FROM STARTER TRACK TO 7'-0" A.F.F. REFER TO
SPECIFICATION MANUAL FOR E.I.F.S. MANUFACTURER'S ASSEMBLY DETAILS.
EXTERIOR FINISH NOTE N.T.S. D I
2" DRAINABLE E.15,8, REFER TO SPECIFICATIONS MANUAL FOR E.I.F.S,
MANUFACTURER'S ASSEMBLY DETAILS.
(2) DRIP EDGE FLASHING. SEE DE'T'AIL 5/A6.0.
(a) KFC TOWER CAP/ PARAPET CAP: PAINT COLORS SHALL BE APPLIED TO TOP,
BOTTOM AND FACE OF CAP. SEE DETAILS 1, O/A6.0.
CANOPY BY SIGN VENDOR. SEE SCOPE OF WORK,
BUILDING SIGN BY SIGN VENDOR. SEE SCOPE OF WORK,
WALL LIGHTING. HT. AS INDICATED. SEE SHEET E4.0.
SYNTHETIC STUCCO OVER CMIJ, REFER TO SPECIFICATIONS MANUAL FOR E.I.F.S.
MANUFACTURER'S ASSEMBLY DETAILS.
C� HOSE BIB - REFER TO DETAIL 20/A6.2. ALIGN W/ ADJACENT PERPENDICULAR
INTERIOR WALL.
CO2 FILLER VALVE & COVER.
WALK-IN COOLER/FREEZER UNIT, PROVIDED WITH FACTORY FINISH (SEE EXTERIOR
FINISH SCHEDULE), SEE SCOPE OF WORK.
11 SWITCHGEAR.
(:D,2 -INDICATES ROOF BEYOND.
1 TOWER RETURN LEG. REFER TO KEYNOTE -14/A3.0 FOR ADDITIONAL INFORMATION
1 GAS METER. DO NOT PAINT METER.
15 -.-FEEL BOLLARD. SEE SITE DETAILS,
16 TOP OF RTU IF TRANE IS USED (STANDARD)
17 EXHAUST FANS ON ROOF.
RICHT SIDE ELEVATION 1/4"=V-0"
1 g PRE -FINISHED ALUMINUM LOUVERS BY SIGN VENDOR. SEE SCOPE OF WORK,
19 GUTTER, DOWNSPOUTS. - SIZE PER LOCAL REQUIREMENTS.
20 WATER HEATER VENT. SEE DETAIL 2/P6.C.
21 LED LIGHTING.
22 LINE OF PAINT COLOR CHANGE, -rYP.
23 "V" GROOVE IN 21' EIFS ONLY. SEE DETAIL 14/A6 2
24 1" E.I.F.S, AT TOWER RECESS ONLY.
25 WALL TO ROOF FLASHING. SEE DETAIL 15/A6.2,
26 TOP OF RTU IF CARRIER IS USED (NON STANDARD),
27 SURFACE APPLIED TRIM, SEE DETAIL 19/A6.2.
�28 BREAKME-FAL - FINISFI'r0 MATCH `� FOREFRONT, SEE DETAILS 15 & '16/A6.1.
29) 42" H SAFETY GUARD RAIL ON ROOF. SEE SHEET A3.0 FOR LOCATION AND
DIMENSIONS.
30 ROOF ACCESS LADDER. SEE DETAILS 2, 4/A6.0
31 E.I.F.S, CONTROL JOINT - PER MANUFACTURER'S SPECIFICATIONS. COORDINATE
WITH CHANGE IN SUBSTRATE FROM CMU WALL TO WOOD FRAME WALL.
32 OUTSIDE FACE OF WINDOW FRAME and BREAK METAL COLUMN COVER SHALL
FLUSH -OUT WITH OUTSIDE FACE OF EXTERIOR FINISH SYSTEM (CORNER WINDOW
ONLY).
33 WALL TILE,
34 STAINLESS STEEL CORNER GUARDS,
5 HANDICAP SIGNAGE.
6 UNI STRUT "H11 FRAME.
K�
GROUP
INCORPORATED
engineering . architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 8260619
EB#0004432
nke�
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 3'1914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
A
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-'11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y0 7
PLOT DATE: 2008
T.O—
..O WALL
2Y
T.O. WALL
18' 101
T,O, WALL
T.O. SIGNAGE
9'-4" _
B.O. TRANSO
"ih-0'-0" _
FIS' N. FLOOR
18'-10"
WALL
14'-0"
PANEL Y
UVERS Y
OIL
NOPY
,,NSOM
_21'-4"
.I-.0. WALL
'181-10"
T.O. WALL IF
14'-0"
0, TRANSOM PNL`r
9'-4'
TRANSOM LIGHT
FIN. FL.
SEE SHEET A4.0 FOR
KEYNOTES.
LEFT SIDE ELEVATION I/4" = V-01' I A
FRONT ELEVATION 1/4" = P-01'
18'-10"
F.O. WALL
.0. WALL `P
01-011J \
3.0., CANOPY
)/T (CLEARANCE
FIN. FL.
REAR ELEVATION 1/4" =1'-0° 1 R
INCORPORATED
engineering * architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
�Ij6
�
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
CONTRACT DATE: 10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y0 7
PLOT DATE: 2008
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
5
A6.0
EL.18'-10" _ _ _ _
TOP OF PARAPET —
HORIZONTAL 2x6 BRACING AT ALL ROOF
LEVELS AT TOP PLATE
AND AT MID -POINT BETWEEN SAID LOCATIONS
OR AT PLYWOOD PANEL POINTS (EDGES)
SPLICES NOT TO EXCEED 16"c/c (VERT.)
3/4° STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
('K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B,C..
19/32" APA RATED PLYWOOD SHEATHING
32/15 EXTERIOR EXP, 1 NAILED WITH '10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
6" BATT INSULATION (R-19 MIN,)
BUILDING PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN, (TYP,)
EL. 12'-0" _ _ _ _
TOP OF BOND BEAM — — —
& TRUSS BEARING a,
8'x 16" BOND BEAM WITH 2#7 -
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
J -BOX - COORDINATE
WITH VENDOR
EL.7'-4" _ _ _ _
B.C. HEADER (M.O.)
8" x 8" CONC, LINTEL
WITH 1 #7 CONT.
SECURITY DOOR SEE
SHEET A2.0.
14
A6.1
�j -0'-0" _ _ _
`Y TOP OF SLAB
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAB DETAILS
ROOF SYSTEM -TY P,
DURO-L-AST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK,
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT, REFER TO
SPECIFICATION SECTIONS
07210, 07523.
13
A6.1
z
WALL SECTION AT SERVICE DOOR 3/4"
EXTEND TRUSS MEMBER (24
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF, TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
1
A6.0
EL, 18'-10" _ _ _ _
TOP OF PARAPET
LED LIGHT BAND
17
A6.1
TOP OF TRANSOM
2" ALUMINUM STOREFRONT
WITH SPANDREL GLASS
EL. 12'-0' _
s
TOP OF BOND BEAM
r ii
& TRUSS BEARING
�n
FINISH GRADE
I n
r
ALUMINUM SUNSHADE
1,
BY SIGN VENDOR (SEE
OR AT PLYWOOD PANEL POINTS (EDGES)
SCOPE OF WORK)
SPLICES NOT TO EXCEED 16"c/c (VERT.)
t ✓ ii
3/4" STUCCO FINISH OVER 2 LAYERS
TRANSOM LIGHT BY
10-28-2007
K-yQ7
2007-D
297909
W750279
3-11-2008
SIGN VENDOR (SEE
SCOPE OF WORK)
_A-
19/32" APA RATED PLYWOOD SHEATHING
8" x 8" CONC, LINTEL
32/16 EXTERIOR EXP. 1 NAILED WITH 10d
WITH 1 #7 CONT.
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
STOREFRONT WINDOW SYSYEM
NOTE:
OUTSIDE FACE OF FRAME FOR
CORNER STOREFRONT WINDOW
TYPES'U and'T (ONLY) SHALL
FLUSH -OUT WITH OUTSIDE FACE
OF EXTERIOR FINISH SYSTEM.
- SEE HEAD DETAIL 5/A6.2
- SEE JAMB DETAIL 8/A6.2
- SEE SILL DETAIL 4/A6.2
SYNTHETIC STUCCO
OVER CMU
0'-0"
TOP OF SLAB
SEE STRUCT, DWGS. FOR
FOUNDATION AND SLAB DETAILS
ROOF SYSTEM - TYP,:
DURO-LAST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK.
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT. REFER TO
SPECIFICATION SECTIONS
07210, 07523.
6" C!\/IU, SEE
STRUCTURAL
_ _ _ _ _ _ _ _.EL. 9'-4°
B.O. HEADER (M.0.)
18
A6.1
13
A6.3
WALL SECTION AT DINING 3/4"
EXTEND TRUSS MEMBER (24
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
EL. 18'-10" _ _ .-0-— — — — ——
—
TOP OF PARAPET
C)
EL. 0'-0" _
TOP OF SLAB — — — —
HORIZONTAL 24 BRACING AT ALL ROOF
FINISH GRADE
LEVELS AT TOP PLATE♦.
10" x 16" CONCRETE CURB
AND AT MID -POINT BETWEEN SAID LOCATIONS
WITH 2 95 CONT,
OR AT PLYWOOD PANEL POINTS (EDGES)
A
SPLICES NOT TO EXCEED 16"c/c (VERT.)
FOUNDATION AND SLAB DETAILS
3/4" STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
10-28-2007
K-yQ7
2007-D
297909
W750279
3-11-2008
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F,B.C,
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP. 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
CANOPY MOUNTING PLATE
BY VENDOR
OVERLAP BOND BEAM 8" MIN, (TYP,)
CANOPY BY SIGN VENDOR
(SEE SCOPE OF WORK)
_ _
TOP OF BOND BEAM — — — — — —
r,
EL. 12'-0'
QO
TOPOF BOND BEAM
CORNER BARS AT EACH CORNER,
& TRUSS BEARING
BEND 3'-0" EACH LENGTH
r,
r r
-
r� r
11 ------------------------------
----------------
�If1-1----------------
-
-
i
-----------------
EL. 10'-0" _ _ _
♦�
B.O. LINTEL (M.O.)
BUILDING'S PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN. (TYP.)
SPANDREL GLASS
i
6
A6.1
DRIVE-THRU WINDOW
PASS-THRU UNIT, SEE
SCOPE OF WORK, —
EL. 3'-0" _
DRIVE THRU WDVV. M.O. — — _
10"
COORD.
W/ CIVIL
DWGS.
WALL SECTION / DRIVE-THRU AREA
L
ROOF TRUSS
REFER TO STRUCT
DWGS. FOR SIZES,
LOCATIONS AND
PROFILES
- 8" x 8' CONC. LINTEL
WITH 1 {>E7 CONT.
5
A6,1
SUSPENDED CEILING I
Cn 8'-4"A. F. F.
8" X 8 CONC. SILL
WITH 2#5 CONT.
HORIZONTAL WALL
REINF, AT 16"o.c.
VERTICAL TYP, OF
ALL BLOCK WALLS
(9 GA, LADDER TYPE)
#6 DOWELS WITH
STANDARD HOOK
AT 32" o.c.
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
EL. 18'-10" _ _
TOP OF PARAPET — —
—
A
C)
EL. 0'-0" _
TOP OF SLAB — — — —
O
U
— —
FINISH GRADE
LEVELS AT TOP PLATE
10" x 16" CONCRETE CURB
AND AT MID -POINT BETWEEN SAID LOCATIONS
WITH 2 95 CONT,
OR AT PLYWOOD PANEL POINTS (EDGES)
A
SEE STRUCT. DWGS, FOR
FOUNDATION AND SLAB DETAILS
3/4" STUCCO FINISH OVER 2 LAYERS
WALL SECTION / DRIVE-THRU AREA
L
ROOF TRUSS
REFER TO STRUCT
DWGS. FOR SIZES,
LOCATIONS AND
PROFILES
- 8" x 8' CONC. LINTEL
WITH 1 {>E7 CONT.
5
A6,1
SUSPENDED CEILING I
Cn 8'-4"A. F. F.
8" X 8 CONC. SILL
WITH 2#5 CONT.
HORIZONTAL WALL
REINF, AT 16"o.c.
VERTICAL TYP, OF
ALL BLOCK WALLS
(9 GA, LADDER TYPE)
#6 DOWELS WITH
STANDARD HOOK
AT 32" o.c.
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
EL. 18'-10" _ _
TOP OF PARAPET — —
—
A
A
HORIZONTAL 2x6 BRACING AT ALL ROOF
�
LEVELS AT TOP PLATE
`
AND AT MID -POINT BETWEEN SAID LOCATIONS
A
OR AT PLYWOOD PANEL POINTS (EDGES)
A
SPLICES NOT TO EXCEED 16"c/c (VERT.)
3/4" STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
10-28-2007
K-yQ7
2007-D
297909
W750279
3-11-2008
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.C.
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP. 1 NAILED WITH 10d
NAILS AT 611c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
6" BATT INSULATION (R-19 MIN.)
BUILDING PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN, (TYP,)
EL, 12'
f'I`}
_ _
TOP OF BOND BEAM — — — — — —
—
TRUSS BEARING
QO
8' x '16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
3/4" STUCCO FINISH
8" MASONRY BLOCK
HORIZONTAL WALL REINF. AT 16"o.c.
VERTICAL TYP. OF ALL BLOCK WALLS
(9 GA. LADDER TYPE)
5/8" GYPSUM BOARD
FI -FOIL B-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER (R-4 MIN,)
PROVIDE DRAFTSTOPS AT CEILING
& 8 FT.c/c (MAX.) ALL EXTERIOR WALLS
EL. U-0°
T,O. SLAB — — —
FINISH GRADE — — — —
SEE STRUCT, DWGS. FOR
FOUNDATION AND SLAB DETAI
ROOF SYSTEM - TYP,:
DURO-LAST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK.
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT. REFER "f0
SPECIFICATION SECTIONS
07210, 07523,
ROOF TRUSS
REFER TO STRUCT.
DWGS.
SUSPENDED CEILING
(WHERE OCCURS)
#6 DOWELS AT 32" o,c,
(36" LAPS) GROUT CORES
SOLID
#6 DOWELS WITH
STANDARD HOOK
AT 32" o.c,
NOTE:
SECTION NOTES SHALL APPLY TO ALL BUILDING SECTIONS UNLESS NOTED
OTHERWISE (U.N.O.).
TYPICAL WALL SECTION aid NOTES 3/4" = 1'-0" A
G R0 U
INCORPORATED
engineering. architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 330'14
PHONE: (305) 558-4124
FAX: (305) 826-0619
E B #0004432
�l
SEAL
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 319'14
JACK D. RAUDENBIJSH
ARCHITECT -AR 2808
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
WALL
SECTIONS
A
A
A
A
A
A
A
A
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
10-28-2007
K-yQ7
2007-D
297909
W750279
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
WALL
SECTIONS
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
8 lU —
T,U. PARAPET
3/4" STUCCO FINISH OVER BUILDING
PAPER BACKED METAL LATI I
BEAM
& TRUSS BEARING
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.C.
.
19/32" APA RATED PLYWOOD SHEATHING
II
32/16 EXTERIOR EXP. 1 NAILED WITH -loci
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
0
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
C
SIGN VENDOR (SEE
6" BATT INSULATION (R-19 MIN.)
SCOPE OF WORK).1'1111
8'x 16" BOND BEAM WITH 2#7
1 'B() HEADER (M.O.)
CORNER BARS AT EACH CORNER,
8" x 8" CONC. LINTEL
BEND 3'-0" EACH LENGTH
BUILDING PAPER & METALLATH TO
OVERLAP BOND BEAM 8" MINT.
---EIL 12-0—
_
TOP OF BOND BEAM
CANOPY BY SIGN
& TRUSS BEARING ori
BY VENDOR, SEE
#6 DOWELS' AT 32" o.o.
SCOPE OF WORK
(36" LAPS) GROUT CORES SOLID
2" E.LF.S,
1" E,I.F.S.
WALK IN COOLER / 15
FREEZER (SEE SCOPE A6.2
OF WORK)
100,
-__.-_-�
--
- -- --.--
---------------
}
B0,
.G. HEADER (M.U.)
-I
8" x 8" CONCRETE LINTEL
WITH 1 #7 CUNT.
I
I
I I
OPENING �{
i
I
I
I
I
I
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAD DETAILS
TOP OF PARAPET
BEYOND
3/4" STUCCO FINISH
OVER BUILDING PAPER
BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER
25 OF THE F.B.C.
""PHINGLOCK" FLASHING;
AS MANUF. BY "FRY REGLET
CORP." OR EQUAL
CANT, STRIP
ROOFING MEMBRANE
2 1/2" RIGID INSULATION
(R-19 MIN.)
ROOF TRUSS
HEIFER TO STRUCT.
DWGS.
SUSPENDED CEILING
WALL SECTION AT REAR OF BUILDING 3/4" = 11-0" H
_L' 2114" , — . — . —
�' TOP OF WALL
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET -TRUSS 1
MANUF, TO SUBMIT SHOP A6.0
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
rIIIIIk EL—'18' '10"
�' T.O. PLATE -f-
1 ' 11 TYP.
A6.0
LED LIGHT BAND
3/4" STUCCO FINISH OVER BUILDING
PAPER BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.G.
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP. 1 NAILED WITH 10d
NAILS AT 61'c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
17
A6,1
2" ALUMINUM STOREFRONT
WITH SPANDREL GLASS -
8'x -16" BOND BEAM WITH 2#7
BEAM
& TRUSS BEARING
CORNER BARS AT EACH CORNER,
BEND 3'-D" EACH LENGTH
/-6 EL_ 121-011
OF`JBOND BEAM
II
& TRUSS BEARING
ALUMINUM SUN SHADE
BY SIGN VENDOR (SEE
0
SCOPE OF WORK)
TRANSOM LIGHT BY
C
SIGN VENDOR (SEE
SCOPE OF WORK).1'1111
r�
1 'B() HEADER (M.O.)
I�
LA—
8" x 8" CONC. LINTEL
WITH '1# 7 CONT.
ENTRY STOREFRONT
T.O, SLAB
SEE STRUCT. DWGS, FOR
FOUNDATION AND SLAB DETAILS
1 10
,j A6.1
6" CMU, SEE
STRUCTURAL
WALL SECTION AT FRONT ENTRY 3/4" =1'-0"
T
z
z
Lu
0-
Q
n
z
LL
r.>
F--
/rw1\
TOP OF WALL -f
� r
LED LIGHT BAND
2" E,I.F.S. OVER WD FRAMING
2 x 6 FRAMING
� TOP OF WALL — —
1/4" V -GROOVE DRIP SII
rillilk EL. 17'-4" �I
q' TOP OF WALL - I IIi171
II
II
Er r I III
1 .LF.S, BEHIND
SIGNAGE ELEMENT
2x4 FRAMING @ 16" o.c, I III
BEHIND SIGNAGE, SEE
EXTERIOR ELEVATIONS I II
SIGNAGE ELEMENT I IIi
(SEE SCOPE OF WORK) a I II
I III
CANOPY MOUNTING; BRACKET I III
BY SIGN VENDOR, SEE I III
SCOPE OF WORK I III
pl
I
�EL . 121_-011
TOP OF BOND
0
BEAM
& TRUSS BEARING
0
0
SLOPE E.I.F.S. %
II
II
0
�/
0
---�1------T-
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
10 28 2007
K -y07
2007-D
297909
W750279
3-11-2008
III--------------I--II
CANOPY BY SIGN
BY VENDOR, SEE
SCOPE OF WORK
2" E.LF.S,
1" E,I.F.S.
ENTRY STOREFRON-r-
TOWER LEG (BEYOND)
12
A6.1
rik EL. 01-011
\
T.O. SLAB
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAB DETAILS
CONTINUOUS DBL
PLATE W/ A35 CLIP TOP
& BOTTOM TO FULL
HEIGHT 2X6 STUD
BEYOND
H3 HORIZ. @ EA. STUD
ROOF TRUSS
REFER TO STRUCT. DWGS,
B.O, HEADER (M.O.)
\`- 8" x 8" CONC. LINTEL
20 WITH 1 #7 CONT.
A&I
HEADER -SEE
STRUCTURAL
WALL SECTION AT SIDE ENTRY 3/4" = v -(y T F
/r-1\
- 21'-4"
TO _ . . — -
TOP OF V�/ALL -� - -
� r
LED LIGHT BAND \
Ile
2" E,1.F.S. OVER WD FRAMING
2x6 FRAMING @ 16" o.c.
EL: 18'-8"
1 TOP OF WALL
li
1/4" V -GROOVE DRIP
I
I
'1" E.I.F.S. BEHIND
SIGNAGE ELEMENT
I
2x4 FRAMING @ 1
611 O.C.
BEHIND SIGNAGE, SEE
EXTERIOR ELEVATIONS
Lu I
SIGNAGE ELEMENT
v (SEE SCOPE OF WORK)
z II�
Q I
L)
U
8'x '16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
n BEND 3'-0"EACH LENGTH I
L
EL.
TOP OF BOND BEAM
&TRUSS BEARING
HEADER -SEE STRUCTURAL
I
SLOPE E.I.F.S,
EL. 9'-41'
I L
B.O. HEADER (M.O.)
TRANSOM LIGHT BY SIGIVENJDOR
(SEE SCOPE OF WORK)
2" E.I,F,S,
-1" E.1,F.S.
ENTRY STOREFRONT -
TOWER LEG (BEYOND)
8" x 8" CONCRETE SILL
WITH 2 IA5 CONT.
1-6 21-811
1 SILL M.O. —
3/4" STUCCO FINISH
HORIZONTAL WALL REINF. AT -I Ub.c.
VERTICAL TYP. OF ALL BLOCK WALLS
(9 GA. LADDER TYPE)
8" MASONRY BLOCK
01-0"
TOP OF SL -B—
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAB DETAILS
CONTINUOUS DBL
PLATE W/ A35 CLIP TOP
& BOTTOM TO FULL
HEIGHT 2X6 STUD
BEYOND
H3 HORIZ. @ EA, STUD
DURA -LAO T ROOFING
MEMBRANE OVER RIGID
INSULATION
ROOF TRUSS
REFER TO STRUCT. DWGS.
-r - 8" x 8" CONC, LINTEL
WITH 1 #7 CONT,
2
A6.1
4
_(
A6.1
1
5/8" GYPSUM BOARD
FI -FOIL B-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER
(R-4 MIN.)
WALL SECTION AT KFC TOWER (FRONT) 31T= E
CK�
GROUP
INCORPORATED
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 626-0619
EB#0004432
o�
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
0
0
0
0
0
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
10 28 2007
K -y07
2007-D
297909
W750279
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
EL. 12-0" — JI
TOP -OF BOND BEAM
& TRUSS BEARING
SLOPE E.I.F.S.
I- - - - - - - - - - - - - -i-
CANOPY BY SIGN
BY VENDOR. SEE
SCOPE OF WORK
2" E.I.F.S.
1" E,1.F.S.
TOWER LEG (BEYOND)
OPENING FOR P.O.P. NO GLASS,
GC TO VERIFY REQUIREMENTS
WITH SIGN VENDOR
I�
1-1/2" METAL FURRING fc7 16" o.c.
n-
11 ��
6
A6,0
CONTINUOUS DBL
PLATE W/ A35 CLIP TOP
& BOTTOM TO FULL
HEIGHT 2X6 STUD
BEYOND
H3 HORIZ, @ EA. STUD
2'-8" \
I SILL HEIGHT (M.O.) — — — � I
12
A6.1
F.O. SLAB
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAB DETAILS
ROOF TRUSS
REFER TO STRUCT, DWGS.
_ EL. Y-41'
B.O. HEADER
8" x 8" CONC. LINTEL
20WITH 1 IA7 CONT.
A6.1
HEADER -SEE
STRUCTURAL
WALL SECTION @ P.O.P. PANEL 3/4" = 11-0II
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) 'f0
FORM PARAPET -TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
1
LED LIGHT BAND A6.0
r6 EL. 181-101,
rOPOF PARAPET
HORIZONTAL 2x6 BRACING AT ALL ROOF \ /
LEVELS AT TOP PLATE ♦ /
AND AT MID -POINT BETWEEN SAID LOCATIONS 1 -ft -
OR AT PLYWOOD PANEL POINTS (EDGES)
SPLICES NOT TO EXCEED 16"c/c (VERT.)
3/4" STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.C.
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP, 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
6" BATT INSULATION (R-19 MIN.)
BUILDING PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN. (TYP.)
L. 12'-0" — 'r—TOP OF BOND BEAM
& TRUSS BEARING
ALUMINUM SUN SHADE BY SIGN
VENDOR. (SEE SCOPE OF WORK)
8'x '16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
3/4' STUCCO FINISH
8" MASONRY BLOCK
HORIZONTAL WALL REINF, AT 16"o,c,
VERTICAL TYP. OF ALL BLOCK WALLS
(9 GA. LADDER TYPE)
5/8" GYPSUM BOARD
FI -FOIL B-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER (R-4 MIN.)
PROVIDE DRAFTSTOPS AT CEILING
& 8 FT.c/c (MAX.) ALL EXTERIOR WALLS
ROOF SYSTEM TYP.:
DURO-LAST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK.
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT. REFER TO
SPECIFICATION SECTIONS
07210, 07523,
r1h EL. 01-01
T.Q. SLAB
FINISH GRADE— —
SEE STRUCT. DWGS, FOR
FOUNDATION AND SLAB DETAILS
SUSPENDED CEILING
(WHERE OCCURS)
#6 DOWELS AT 32" o.c.
(36" LAPS) GROUT CORES
SOLID
#6 DOWELS WITH
STANDARD HOOK
AT 32" o.c,
WALL SECTION AT FRONT 3/4" = 1' o" K
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQ! TIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
1
LED LIGHT BAND --.',".
AND A6.0
EL. 18'-10" /
�' TOP OF PARAPET I 1
HORIZONTAL 2x6 BRACING AT ALL ROOF
LEVELS AT TOP PLATE
AND AT MID -POINT BETWEEN SAID LOCATIONS
OR AT PLYWOOD PANEL POINTS (EDGES)
SPLICES NOT TO EXCEED '16"c/c (VERT.)
3/4" STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F,B.C,
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP, 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 411c/c AT PARAPET
CORNERS
6" BATT INSULATION (R-19 MIN.)
BUILDING PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN. (TYP.)
rilkj EL, '12'-0" _
TOP OF BOND BEAM
& TRUSS BEARING
ALUMINUM SUN SHADE BY SIGN
VENDOR. (SEE SCOPE OF WORK)
8' x 16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
3/4" STUCCO FINISH
8" MASONRY BLOCK
HORIZONTAL WALL REINF, AT 1611b.c.
VERTICAL TYP. OF ALL BLOCK WALLS
(9 GA. LADDER TYPE)
5/8" GYPSUM BOARD
FI -FOIL 13-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER (R-4 MIN,)
PROVIDE DRAFTSTOPS AT CEILING
& 8 FT.c/c (MAX.) ALL EXTERIOR WALLS
1�- EL . —. . —. . — . — . — . —
�-' T.O. SLAB
FINISH GRADE_ —
SEE STRUCK f. DWGS. FOR
FOUNDA'T'ION AND SLAB DETAILS
ROOF SYSTEM - TYP.:
DURO-LAST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK,
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT, REFER TO
SPECIFICATION SECTIONS
07210, 07523,
L
ROOF TRUSS
REFER TO STRUCT.
DWGS.
SUSPENDED CEILING
(WHERE OCCURS)
#6 DOWELS AT 32" o.c.
(36'' LAPS) GROUT- CORES
SOLID
#6 DOWELS WITH
STANDARD HOOK
AT 32" o,c,
WALL SECTION AT SIDE 3/4" =1'-0" J
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF, TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
18'-10'
TOP OF PARAPET
LED LIGHT BAND
1
A6.0
1 — 3/4" STUCCO FINISH
\ / OVER BUILDING PAPER
\ / BACKED METAL LATH
3/4" STUCCO FINISH OVER BUILDING
PAPER BACKED METAL LATH
(''K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.C,—r
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP. 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS I
SIGNAGE '
(SEE SCOPE OF WORK) /
k
17
2" ALUMINUM A6.1
STOREFRONT WITH
SPANDREL GLASS
EL. 12'-01' _
147T P OF BOND BEAM
& TRUSS BEARING
6" x 16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
C411
HEAD HOT. ('M —0,)
TRANSOM LIGHT
SIGN VENDOR. (S
SCOPE OF WORK)
STORE -FRONT
WINDOW SYSTEM
I r
L
_V
BY
EE
8" x 8" CONCRETE SILL
WITH 2 /A5 CONT.
2' 8"
0`�' SILL HEIGHT (M.O,)
1
E -L—, 2 VA" _
—4—
—LED
3/4" STUCCO FINISH
IOP OF WALL
HORIZONTAL WALL REINF AT 16"o,c,
VERTICAL TYP, OF ALL BLOCK WALLS
(9 GA, LADDER TYPE)
\
8" MASONRY BLOCK
LED LIGHT BAND
0' 0"
TOP OF SLAB
2" E,I.F,S, OVER WD FRAMING
2x6FRAMING Cc716"oc.
TOP OF WALL
1/4" V -GROOVE DRIP
-Ilr
i�_ELL 1 / �4; — _ — _ I
-fOP I
OF WALL
I
II
I
1" E.I.F.S. BEHIND I
I�
II
SIGNAGE ELEMENT
2x4 FRAMING (�-,v 16" o.c.
II
BEHIND SIGNAGE, SEE
EXTERIOR ELEVATIONS
SIGNAGE ELEMENT I
I�
II
(SEE SCOPE OF WORK) I
Ill
II r
<
CANOPY MOUNTING BRACKET I
II
i
BY SIGN VENDOR, SEE
I
��
i
SCOPE OF WORK
I
I
II
<
I
�
i
EL. 12-0" — JI
TOP -OF BOND BEAM
& TRUSS BEARING
SLOPE E.I.F.S.
I- - - - - - - - - - - - - -i-
CANOPY BY SIGN
BY VENDOR. SEE
SCOPE OF WORK
2" E.I.F.S.
1" E,1.F.S.
TOWER LEG (BEYOND)
OPENING FOR P.O.P. NO GLASS,
GC TO VERIFY REQUIREMENTS
WITH SIGN VENDOR
I�
1-1/2" METAL FURRING fc7 16" o.c.
n-
11 ��
6
A6,0
CONTINUOUS DBL
PLATE W/ A35 CLIP TOP
& BOTTOM TO FULL
HEIGHT 2X6 STUD
BEYOND
H3 HORIZ, @ EA. STUD
2'-8" \
I SILL HEIGHT (M.O.) — — — � I
12
A6.1
F.O. SLAB
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAB DETAILS
ROOF TRUSS
REFER TO STRUCT, DWGS.
_ EL. Y-41'
B.O. HEADER
8" x 8" CONC. LINTEL
20WITH 1 IA7 CONT.
A6.1
HEADER -SEE
STRUCTURAL
WALL SECTION @ P.O.P. PANEL 3/4" = 11-0II
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) 'f0
FORM PARAPET -TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
1
LED LIGHT BAND A6.0
r6 EL. 181-101,
rOPOF PARAPET
HORIZONTAL 2x6 BRACING AT ALL ROOF \ /
LEVELS AT TOP PLATE ♦ /
AND AT MID -POINT BETWEEN SAID LOCATIONS 1 -ft -
OR AT PLYWOOD PANEL POINTS (EDGES)
SPLICES NOT TO EXCEED 16"c/c (VERT.)
3/4" STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.C.
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP, 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS
6" BATT INSULATION (R-19 MIN.)
BUILDING PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN. (TYP.)
L. 12'-0" — 'r—TOP OF BOND BEAM
& TRUSS BEARING
ALUMINUM SUN SHADE BY SIGN
VENDOR. (SEE SCOPE OF WORK)
8'x '16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
3/4' STUCCO FINISH
8" MASONRY BLOCK
HORIZONTAL WALL REINF, AT 16"o,c,
VERTICAL TYP. OF ALL BLOCK WALLS
(9 GA. LADDER TYPE)
5/8" GYPSUM BOARD
FI -FOIL B-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER (R-4 MIN.)
PROVIDE DRAFTSTOPS AT CEILING
& 8 FT.c/c (MAX.) ALL EXTERIOR WALLS
ROOF SYSTEM TYP.:
DURO-LAST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK.
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT. REFER TO
SPECIFICATION SECTIONS
07210, 07523,
r1h EL. 01-01
T.Q. SLAB
FINISH GRADE— —
SEE STRUCT. DWGS, FOR
FOUNDATION AND SLAB DETAILS
SUSPENDED CEILING
(WHERE OCCURS)
#6 DOWELS AT 32" o.c.
(36" LAPS) GROUT CORES
SOLID
#6 DOWELS WITH
STANDARD HOOK
AT 32" o.c,
WALL SECTION AT FRONT 3/4" = 1' o" K
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQ! TIRED) TO
FORM PARAPET - TRUSS
MANUF. TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
1
LED LIGHT BAND --.',".
AND A6.0
EL. 18'-10" /
�' TOP OF PARAPET I 1
HORIZONTAL 2x6 BRACING AT ALL ROOF
LEVELS AT TOP PLATE
AND AT MID -POINT BETWEEN SAID LOCATIONS
OR AT PLYWOOD PANEL POINTS (EDGES)
SPLICES NOT TO EXCEED '16"c/c (VERT.)
3/4" STUCCO FINISH OVER 2 LAYERS
BUILDING PAPER BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F,B.C,
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP, 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 411c/c AT PARAPET
CORNERS
6" BATT INSULATION (R-19 MIN.)
BUILDING PAPER & METAL LATH TO
OVERLAP BOND BEAM 8" MIN. (TYP.)
rilkj EL, '12'-0" _
TOP OF BOND BEAM
& TRUSS BEARING
ALUMINUM SUN SHADE BY SIGN
VENDOR. (SEE SCOPE OF WORK)
8' x 16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
3/4" STUCCO FINISH
8" MASONRY BLOCK
HORIZONTAL WALL REINF, AT 1611b.c.
VERTICAL TYP. OF ALL BLOCK WALLS
(9 GA. LADDER TYPE)
5/8" GYPSUM BOARD
FI -FOIL 13-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER (R-4 MIN,)
PROVIDE DRAFTSTOPS AT CEILING
& 8 FT.c/c (MAX.) ALL EXTERIOR WALLS
1�- EL . —. . —. . — . — . — . —
�-' T.O. SLAB
FINISH GRADE_ —
SEE STRUCK f. DWGS. FOR
FOUNDA'T'ION AND SLAB DETAILS
ROOF SYSTEM - TYP.:
DURO-LAST SINGLE PLY ROOF
MEMBRANE OVER RIGID
INSULATION BOARDS OVER
CORRUGATED METAL DECK,
SEE STRUCTURAL FOR DECK
SIZE AND LAYOUT, REFER TO
SPECIFICATION SECTIONS
07210, 07523,
L
ROOF TRUSS
REFER TO STRUCT.
DWGS.
SUSPENDED CEILING
(WHERE OCCURS)
#6 DOWELS AT 32" o.c.
(36'' LAPS) GROUT- CORES
SOLID
#6 DOWELS WITH
STANDARD HOOK
AT 32" o,c,
WALL SECTION AT SIDE 3/4" =1'-0" J
EXTEND TRUSS MEMBER (2x6
MIN 2x8 IF REQUIRED) TO
FORM PARAPET - TRUSS
MANUF, TO SUBMIT SHOP
DRAWINGS FOR APPROVAL
PRIOR TO FABRICATION
18'-10'
TOP OF PARAPET
LED LIGHT BAND
1
A6.0
1 — 3/4" STUCCO FINISH
\ / OVER BUILDING PAPER
\ / BACKED METAL LATH
3/4" STUCCO FINISH OVER BUILDING
PAPER BACKED METAL LATH
(''K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25 OF THE F.B.C,—r
19/32" APA RATED PLYWOOD SHEATHING
32/16 EXTERIOR EXP. 1 NAILED WITH 10d
NAILS AT 6"c/c AT EDGES & INTERMEDIATE
SUPPORTS (FIELD) & 4"c/c AT PARAPET
CORNERS I
SIGNAGE '
(SEE SCOPE OF WORK) /
k
17
2" ALUMINUM A6.1
STOREFRONT WITH
SPANDREL GLASS
EL. 12'-01' _
147T P OF BOND BEAM
& TRUSS BEARING
6" x 16" BOND BEAM WITH 2#7
CORNER BARS AT EACH CORNER,
BEND 3'-0" EACH LENGTH
C411
HEAD HOT. ('M —0,)
TRANSOM LIGHT
SIGN VENDOR. (S
SCOPE OF WORK)
STORE -FRONT
WINDOW SYSTEM
I r
L
_V
BY
EE
8" x 8" CONCRETE SILL
WITH 2 /A5 CONT.
2' 8"
0`�' SILL HEIGHT (M.O,)
1
\
3/4" STUCCO FINISH
HORIZONTAL WALL REINF AT 16"o,c,
VERTICAL TYP, OF ALL BLOCK WALLS
(9 GA, LADDER TYPE)
8" MASONRY BLOCK
0' 0"
TOP OF SLAB
SEE STRUCT. DWGS. FOR
FOUNDATION AND SLAB DETAILS
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER
25 OF THE F.B.C.
"SPRINGLOCK` FLASHING
AS MANUF. BY "FRY REGLET
CORP." OR EQUAL
CANT. STRIP
ROOFING MEMBRANE
2 1/2" RIGID INSULATION
(R-19 MIN.)
6 CMU, SEE
STRUCTURAL
8" x 8" CONC. LINTEL
WITH 1 #7 CONT.
18
A6.1
5/8" GYPSUM BOARD
FI -FOIL B-3 SILVER SHIELD
REFLECTIVE INSULATION
& RADIANT BARRIER
(R-4 MIN.)
WALL SECTION @ DINING N.T.S.
GROUP
INCORPORATED
engineering - architecture - planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FA/X: 1305) 826-0619
EB#0004432
l
(v�
'J
SEAL
EDUARDOL,CARCACHE
CIVIL ENGINEER -PE 31914
,JACK D. RAUDENBLJSH
ARCHITECT -AR 2808
0
0
0
0
0
CONTRACT DATE: 10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-1'1-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -yo 7
WALL
SECTIONS
2" DRAINAE
E,1.F.S.
BOLTS and
SPACERS -T
E.I.F,S. BY
VENDOR (E
SCOPE OF
SIGN VEND
SCOPE OF
REFER TO
SECTIONS;
ELEVATION
SIMPSON A34
FRAMING ANCHOR
(TOTAL OF 4)
3 - 2x'10 BLOCKING
(2) - 2x6 STUDS
EACH SIDE OF
BLOCKING W/
2- 12d NAILS INTO
EACH OF THE 2x10
BLOCKING MEMBERS
>TANDARD CURB BASE,
As TEN PER MFR'S
iECOMMENDA-I-IONS
:LECTRICAL CONDUrr
:{ALVANIZED NAILS (c�
i" O.C.
)CREW THRU NEOPRENE
VASHER , 3 PER SIDE
'REFABRICATED CUSTOM
'URB FLASHING
2) TAPERED 2x'12 VVD
'URB OVER 2x
>ECURED TU DECK
IOOFING MATERIAL
NOTE:
EXHAUST FAN SHALL
BE LEVEL WITHIN 1/8"
OVER WIDTH OF
CURB
`-N HOOD EXHAUST FAN
BASE FOR SERVICING/
G.
'ITH APPROVED MATERIAL
BRICATED VENTILATED CURB
)ION
IR FUSED DISCONNECT,
" TO HINGED BASE, SEE EL EC.
METAL COUNTER FLASHING -
TOP & OUTSIDE OF CURB,
)ING OVER BASE FLASHING
)RICArED GALV, STEEL CURB
J LATI ON
JOTE:
:XHAUST FAN SHALL BE
.EVEL WITHIN '1/8" OVER
MDTH OF CURB
/RAP -SEE MECHANICAL
1vIII, Iv GA. WELUED DUCT
EXHAUST FAN CURB N.T.S. 1 S I
BUILDING PARAPET
2x2x1/8" ANGLE - LAG BOLT TO
PARAPET @ BLK'G & CUT & BEND @
90° ANGLE
PIPE CLAMP -BOL r ,rO ANGLE, TYP,
OF 2
HOT WATER INTAKE OR EXHAUST
FLUE
NOTE:
FLUES TO BE SEPARATED BY 18"
MIN,
EXHAUST TO BE 6" HIGHER THAN
I NTAKE,
WATER HEATER, FLU SUPPORT N,T.s, 20
X111
611
LADDER PLATFORM TOPS
LANDING
3/4
3/8, –
'Cv
0
(2) LADDER UPRIGHTS
BAR
GUTTER & DOWNSPOUTS
SHALL BE SIZED BY
LOCAL REQUIREMENTS
-
MMERCIAL
.036 SEAMLESS
ALUMINUM BOX
GUTTER
GUTTER DETAIL 3" =11-0" 113
I
HVAC UNIT
UNIT OQUNTERFLASHING W/
NEOPRENE PERIMETER GASKET
1" HEAD NAILS AT 6" O.C.
MIN, 24 GA. G,I. CAP FLASHING
SECURE W/ SCREW THRU
rEEL/NEOPRENE WASHER AS
NEEDED FOR PROPER
SECUREMENT (4 SLUES)
2x8 @ 16"0.C.
CD
NOTE:
SET SUPPORTS ON SOLID NON -RIBBED
NEOPRENE, AND SECURE LAG BOLTS
THROUGH s rEEUNEOPRENE WASHER
KNOCK -DOWN FLAT METAL CURB -
SEE SCOPE OF WORK
5/8" PLYWOOD SECURED TO CURB
CURB FLASHING
TAPERED SLEEPER TO LEVEL CURB
ROOFING MATERIAL OVER RIGID
INSULATION W/ COVER BOARD
NOTE:
RTU SHALL BE LEVEL
WITHIN 1/8" OVER LENGTH
OF EQUIPMENT
HVAC CURB 3°=1' o° 14
5/8" CDX PLYWOOD
(2)2x12, RIP FOR LEVEL
PLATFORM
BITUTHENE CAP SHEET
OVER TOP OF SLEEPER
EXTEND DOWN SIDES BY
211
EASE FLASHING
ROOFING MATERIAL
ROOFDECK
SLEEPER SUPPORT 1 1/2°=1' o° 15
ROOF TOP APPLIANCE EMITTING
GREASE
SHEET METAL FLASHING- WRAPS
TOP & SIDES OF CURB,
EXTENDING OVER BASE
FLASHING
BASE FLASHING
ROOFING MEMBRANE
ROOFING PROTECTION 1-1/2"=1' o" 16i
"/IULTI PIPE GROUPING -
'IPE SLOPING DOWN
SWAY FROM SHROUD
/LIN. 24 GA. G,I. PIPE
:NCLOSURE COVER
"HEAD NAIL @6"O.0
)CREW THRU NEOPRENE
VASHER 3 PER SIDE
�) 2x12 WD CURB OVER 2x
)ECURED TO DECK
(ASE FLASHING
MULTIPLE PIPE FLASHING 1 1/2" =1'-0" S
L—JI
% % 7
////////7"-
/
111111_L_z Z_ Z_
GC TO PROVIDE SIX (6)
ADDITIONAL CEILING GRID
WIRE HANGERS C EACH
CEILING CLOUD, REFER TO
REFLECTED CEILING PLAN
SCHEDULED CEILING, TILE
(W/-rEGULAR EDGE)
NEOPRENE WASHER (FOR
TEGULAR TILE OFFSET)
UNISTRUT and ALL -THREAD
ROD BY ARTWORK VENDOR
CEILING CLOUD BY
ARTWORK VENDOR
CEILING CLOUD ATTACHMENT N.T.s, 1 p
(OUTSIDE FACE)>00< _J17
2" DRAINABLE b --
E.I,F.S.
-LAST"
NATION BAR
LLED PER
PEC.
BREAKMETAL�-
NG
LAST"
NG MEMBRANE--►
PLYWOOD
HIND
"DURO
TERM(
INSTA
MFR. S
CONT.
FLASHI
"DURO-
ROOF(
'19/3211
SHEAT
(INSIDE FACE)
3/4" STUCCO
FINISH
19/32" PLYWOOD
SHEATHING
2x6 CONT. WOOD
BLOCKING
TOWER RETURN LEG 3° = 1'-011 11
TALL PIPE OR CLOSED
PIPE LINE
STAINLESS STEEL BAND
PRE -FAB, VENT STACK
FLASHING FLASHING
ROOFING MATERIAL
OVER RIGID INSUL W/
COVER BOARD
2x SOLID BLOCKING
STACKED W/ DRILLED
HOLE FOR PIPE
PENETRATION
SEALANT @
PENETRATION
SEALED PIPE FLASHING 11/2"=1' 0�12
FIELD PAINTED MIN, 24 GA.
GALVANIZED COPING
ROLLED BITUTHENE 60 MIL
CONT. OVER CANT,
ANCHORS WITH NEOPRENE
STEEL WASHERS AT 16"o,c.
THROUGH VERTICAL SLOTS
1 x WOOD NAILER
FIBER CANT
DBL. TOP PLATE
CONTINUOUS CLEATS WITH
#12 x1 1/2" WOOD SCREWS
AT 24"o c.
3/4" STUCCO FINISH OVER
2 LAYERS BUILDING PAPER
BACKED METAL LATH
("K -LATH" OR EQUAL)
INSTALL PER CHAPTER 25
OF THE F.B.C,
19/32" APA RATED PLYWOOD
SHEATHING
32/16 EXTERIOR EXP. 1 NAILED WITH
10d NAILS AT F,"c/c AT EDGES &
INTERMEDIATE SUPPORTS (FIELD) &
PARAPET CAP 311= .11.011
FIBER CANT WELD
,— "DURO-LAST" ROOFING MEMBRANE
I CJ
22 GA. GALVANIZED r
METAL DRIP EDGE -
INSTALLED PER MFR.
SPEC, N -
24 GA, ALUM, SOFFIT
W/ HEMMED EDGE
611
LED LIGHT BAND
2'' DRAINABLE E.I.F.S.
2x6 WOOD
FRAMING_-;
(2) 2x4 WOOD
BLOCKING
KFC TOWER CAP
'19/32" PLYWOOD
SHEATHING
TE, P,T,
2X4 TOWER
FRAMING
a -- '19/32" PLYWOOD
SHEATHING
1" E.I.F.S.
(AT TOWER)
"DURO-LAST" ROOFING
MEMBRANE
(1) - H3 SIMPSON
u EA, STUD
AND (2) - H3 SIMPSON
CONNECTIONS AT
EACH TOWER STUD.
FIBER CANT
CONN. @ STUD AND @ BLOCKING 3" =11_x11
FIBER CANT—.,
r�
22 GA. GALVAN12
METAL DRIP I_
INSTALLED PER 1`
SPEC.
24 GA. ALUM, SC
W/ HEMMED EDC
LED LIGHT BAND
3/4" STUCCO FIN
WELD
MST16 cc -16" O,C,
"DURO-LAST" ROOFING MEMBRANE
EXPANSION ANCHORS
WITH FLAT WASHER
(TYP,)
LADDER BRACKET: WELD
TO UPRIGHT AT MAX 241-
O.C.
4"U.C. VERTICAL SPACING
LADDER RUNGS AT T-0"
0.0, VERTICAL SPACING
ALUMINUM BAR
GRATING LADDER
PLATFORM TOP
LANDING
LADDER FRAME
EDGE OF HOOF
ALUMINUM BAR GRADING
LADDER PLATFORM TOPS
LANDING
(2) LADDER UPRIGHTS
BAR
ALUMINUM ANGLE
FASTENED TO HORIZ,
2x6 FRAMING
.'rcv L
�� -- -
-I" 0 LADDER RUNG`; AT
------
ED
`-
SPACING
r
'i
E -
TO UPRIGHTS AT MAX 24"
O.C. VERTICAL SPACING
1FR.
FFIT
O
(2) 2x4
E —
WOOD
5-1/2" A.1/2"
BLOCKING
SH
a
EXPANSION ANCHORS
WITH FLAT WASHER
(TYP,)
LADDER BRACKET: WELD
TO UPRIGHT AT MAX 241-
O.C.
4"U.C. VERTICAL SPACING
LADDER RUNGS AT T-0"
0.0, VERTICAL SPACING
ALUMINUM BAR
GRATING LADDER
PLATFORM TOP
LANDING
LADDER FRAME
EDGE OF HOOF
ALUMINUM BAR GRADING
LADDER PLATFORM TOPS
LANDING
(2) LADDER UPRIGHTS
BAR
ALUMINUM ANGLE
FASTENED TO HORIZ,
.'rcv L
-I" 0 LADDER RUNG`; AT
------
'1 1-0"
'1'-0" O.C. VERTICAL
`-
SPACING
r
LADDER BRACKETS: WELD
TO UPRIGHTS AT MAX 24"
O.C. VERTICAL SPACING
V
KFC PARAPET _CA_ P 3° = 1' o" 1
ifilf6111®YP A
VERIFYLOCATIONOF
VERTICAL PIPE RAIL
7" MIN. IN FIELD
2 x 2 ALUMINUM
ANGLE
VERTICAL
r PIPE RAIL
PIPE RAIL CLAMP, FIELD r
WELD / MECHANICALLY "D
FASTEN TO LADDER Q
FRAN iF >
ltflqllw�10I
STAINLESS STEEL THRU
BOLT WITH FLAT
WASHER (TYP,)
---------------�
II
r —
i
RAIL
BEYOND
VERTICAL
PIPE RAIL
PIPE RAIL
r1I AN An
VERTICAL
PIPE RAIL
EXPANSION
ANCHORS WITH
FLAT WASHER
THRU WOOD
BLOCKING
LADDER AND RAILING NOTES:
1, SUBMIT DRAWINGS AND CALCULATIONS IN COMPLIANCE WITH OSHA STANDARDS
2. MATERIALS: ALUMINUM ALLOY WITH STAINLESS STEEL HARDWARE - GRIND WELDS
SMOOTH,
3 RUNGS SHALL BE DESIGNED FOR A SINGLE CONCENTRATED LOAD OF 250 LBS APPLIED
IN MIDDLE. RUNGS SHALL BE KNURLED OR PROVIDED WITH A SKID -RESISTANT
MATERIAL TO MINIMIZE SLIPPING,
4, LADDER BRACKETS SHALL SUPPORT TWO 250 LB LOADS.
5, RAILING SHALL BE DESIGNED TO SUPPORT A LOAD OF 50 P.LF, APPLIED IN ANY
DIRECTION. A TOP RAILING LOAD OF 200 LB IN ANY DIRECTION ON ALL PARTS OF THE
QVC -rt NA IC Al Qr) Df7r_)l 11M7 ) r\Ir)T QINZI II TAN4.:ni ic�i v �-
R®®F LADDER 111=.11.011 � I
INCORPORATED
engineering. architecture *planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB -/0004432
U"
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
CONTRACT DATE: 10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
2X4 Ff
W/ 191
PLYWI
I" Ell'
SIGNP
ELEI`A[
CNIU
WALL
LIiNTEI
HEADI
SEE
STRU(
2" E.I.F
SYNTHETIC STUC(
FINISH OVER CMU
19/32" APA RATED
PLYWOOD SHEATI
PARAPET TRUSS L
SHIM AS REQUIRE
SEALANT AS REQI
SPANDREL GLASS
2" ANODIZED ALUM
WINDOW FRAME -
WINDOW SCHEDUI
SPANDREL GLASS
2" ANODIZED ALUMINUM
WINDOW FRAME -SEE
WINDOW SCHEDULE,
MTL. "Z" FLASHING \All END
DAM - NO SEALANT AT
FLASHING TO ALLOW
WEEPAGE WITHIN FRAME
i
LINTEL - SEE
STRUCTURAL
SYNTHETIC STUCCO
FINISH OVER CMU
I
I
I
LIGHT BOX, --�
CONNECTION TO WALL
BY SIGN VENDOR --_---
SEALANT AS REQUIRED —�
ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE.
SILL @ SPANDREL 3 _ V-011
-0 FIB]
CANOPY, CONNECTION TO WALLAND SPACERS THROUGH
E.I.F.S. BY SIGN VENDOR. G.C. TO COORDINATE CONDUIT
PENETRATION OF HEADER and E.I.F.S. (FOR POWER TO
CANOPY) WITH STRUCTURAL/ ELECTRICAL.
WINDOW HEAD AT ENTRY TOWER
3/16" 0 TA
FASTENER
MAX. FROP
MAX, 16"ch
ALONG FI7
INTO CON(
SYNTHETIC
FINISH OVE
SEALANT A
SERVICE D(
SCHEDULE
LINTEL - SEE
STRUCT,
20 GA. S.S.
WALL GUARD
@ HEAD AND
JAMBS -
ATTACH W/
CONST.
ADHESIVE
SERVICE DOOR HEAD/JAMB 3"=1'-0" 13
NOTE:
SEE FLOOR FINISH PLAN FOR
FLOOR FINISHES
SERVICE DOOR - SEE DOOR
SCHEDULE AND SCOPE OF
WORK
FINISH FLOOR OVER
CONCRETE SLAB
ADA COMPLIANT ALUMINUM
THRESHOLD -SET IN SEALANT
L
cV
c=
PRE -MOLDED
EXPANSION JOINT
SERVICE DOOR THRESHOLD 3"-1' o" 14
Lr\VI\LI 111�� VVINDUVV FRAME -SEE
MATCH WIDTH OF COL.
SURROUND BELOW &CAULK WINDOWSCHEDULE.
3 3/16"
-£E- -
JAMBS @ SPANDREL 3" =1'-0" 15
ANODIZED ALUMINUM WINDOW
FRAME - SEE WINDOW SCHEDULE
I
8" x 8" CONCRETE COLUMN
REFER TO STRUCTURAL
DRAWINGS FOR REINF.
3/16" 0 ''TAPCON" MASONRY
3/4" STUCCO FINISH \L FASTENERS LOCATED 5 3/4" MAX.
FROM CORNERS & MAX. 16"c/c
ALONG FIXED RAIL (MIN. 3" INTO
CONCRETE)
JAMBS @ COLUMN 3" = 1'-0" 16
ILEUTT
. .....................
ANODIZED ALUMINUM 3/16" 0 "TAPCON" MASONRY
WINDOW FRAME - SEE FASTENERS LOCATED 5 3/4"
WINDOW SCHEDULE. M.0. MAX. FROM CORNERS
MAX. -1 U'c-/c
SEALANT AS REQUIRED ALONG FIXED RAIL (MIN. 3"
INTO CONCRETE)
STUCCO FINISH OVER
CMU
SHIM AS REQUIRED
WINDOW JAMB 3" _ ,' o" 9
FINISH PER
SCHEDULE
SEALANT A
REQUIRED
SHIM AS RE
----------
XX----------'J
CMU -----Tl , i t
n
III
--------1
LINTEL - SEE
STRUCTURAL Ii
---j
SYNTHETIC STUCCOXX
FINISH OVER CMU �i
II -
CANOPY,
I- E
CANOPY, CONNEC"PION
I
TO WALL BY SIGN
VENDOR
I
------r--- JJ ..
'1 3/4"
LANT AS
IRED
SEA
LA
DRIVE■THRU WINDOW HEAD
CMU 1/2" PLYWOOD
is SPANDREL GLASS PANEL
2x6 WOOD
ANODIZED ALUMINUM XX> FRAMING
WINDOW FRAME - SEE19/32" PLYWOOD
WINDOW SCHEDULE
SEALANT AS REQUIRED
1>00
2" E.I.F.S.
ng <
"]IT
WINDOW JAMB @ TOWER 3"=V-0" 110
ANODIZED
X
N
r
ANODIZED ALUMINUM DOOR -
SEE DOOR SCHEDULE
PRE -MOLDED EXPANSION JOINT
ADA COMPLIANT ALUMINUM
THRESHOLD - SET IN SEALANT
CONCRETE SLAB
STOREFRONT DOOR SILL °=.1 0° 1 2
WINDOW
SOLID
3LOCKING
DRIVE-THRU WINDOW HEAD 3"=1' 0" 6
ANODIZED ALUMINUM 3/16" 0 "TAPCON" MASONRY
WINDOW FRAME -SEE FASTENERS LOCATED 5 3/4"
WINDOW SCHEDULE. AA „ MAX, FROM CORNERS &
SEALANT AS REQUIRED --7 ALONG FIXED RAIL (MIN. 3"
INTO CONCRETE)
STUCCO FINISH OVER
CMU
SHIM AS REQUIRED
DRIVE-THRU WINDOW ,JAMB 3"=I o" 7
2x4 FF
W/ 119/
PLYWC
1" E,I.F
SIGMA
ELEME
CMU
WALL
LINTEL
SEES]
1 2" E.I.F,
ANC
WINI
MTL.
1/4"
SIDE
I
LIGHT BOX, CONNECTION TO WALL AND SPACERS THROUGH
E.I.F.S. BY SIGN VENDOR, G.C. TO COORDINATE CONDUIT
PENETRATION OF HEADER and E.I.F.S. (FOR POWER TO LIGHT
BOX) WITH STRUCTURAL/ ELECTRICAL.
WINDOW HEAD @ FRONT TOWER
WINDOW SILL @ SIDELITE
ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE—
SEALANT AS REQUIRED
SHIM AS REQUIRED
STUCCO FINISH
8" CONC. SILL
3/16" 0 "TAPCON" MASONRY
FASTENERS LOCATED 5,3/4" MAX.
FROM CORNERS & MAX. "1611c/c
ALONG FIXED RAIL (MIN. 3" INTO
CONCRETE)
CAULK JOINT
SOLID SURFACE
SILL
1/2°
1x2 CHAIR
RAIL WHERE
OCCURS
WINDOW SILL @ SYNTH. STUCCO 3"=1'-0"
GROUP
INCORPORATED
engineerinU .architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 3.3014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
P.O,P. PANEL,
I I
n_\
L�
0
NOT IN G.C.
0
0
SCOPE OF WORK
0
0
CONTRACT DATE:
BUILDING, TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
10-28-2007
K -y07
2007-D
297909
VV750279
3-11-2008
5/8" GYP BD.
1 'I/2" MTL, STUDS rp
24" ac. U.O.N.
LEXAN PANEL BY SIGN
VENDOR, SEE SCOPE
OF WORK
ANODIZED ALUMINUM
WINDOW FRAME - SEE
L ..............::::;'
I
WINDOW SCHEDULE
{
CHAIR RAIL
I
CMU
SILL AT
P...
ANODIZED
X
N
r
ANODIZED ALUMINUM DOOR -
SEE DOOR SCHEDULE
PRE -MOLDED EXPANSION JOINT
ADA COMPLIANT ALUMINUM
THRESHOLD - SET IN SEALANT
CONCRETE SLAB
STOREFRONT DOOR SILL °=.1 0° 1 2
WINDOW
SOLID
3LOCKING
DRIVE-THRU WINDOW HEAD 3"=1' 0" 6
ANODIZED ALUMINUM 3/16" 0 "TAPCON" MASONRY
WINDOW FRAME -SEE FASTENERS LOCATED 5 3/4"
WINDOW SCHEDULE. AA „ MAX, FROM CORNERS &
SEALANT AS REQUIRED --7 ALONG FIXED RAIL (MIN. 3"
INTO CONCRETE)
STUCCO FINISH OVER
CMU
SHIM AS REQUIRED
DRIVE-THRU WINDOW ,JAMB 3"=I o" 7
2x4 FF
W/ 119/
PLYWC
1" E,I.F
SIGMA
ELEME
CMU
WALL
LINTEL
SEES]
1 2" E.I.F,
ANC
WINI
MTL.
1/4"
SIDE
I
LIGHT BOX, CONNECTION TO WALL AND SPACERS THROUGH
E.I.F.S. BY SIGN VENDOR, G.C. TO COORDINATE CONDUIT
PENETRATION OF HEADER and E.I.F.S. (FOR POWER TO LIGHT
BOX) WITH STRUCTURAL/ ELECTRICAL.
WINDOW HEAD @ FRONT TOWER
WINDOW SILL @ SIDELITE
ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE—
SEALANT AS REQUIRED
SHIM AS REQUIRED
STUCCO FINISH
8" CONC. SILL
3/16" 0 "TAPCON" MASONRY
FASTENERS LOCATED 5,3/4" MAX.
FROM CORNERS & MAX. "1611c/c
ALONG FIXED RAIL (MIN. 3" INTO
CONCRETE)
CAULK JOINT
SOLID SURFACE
SILL
1/2°
1x2 CHAIR
RAIL WHERE
OCCURS
WINDOW SILL @ SYNTH. STUCCO 3"=1'-0"
GROUP
INCORPORATED
engineerinU .architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 3.3014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
0
n_\
L�
0
0
0
0
0
0
CONTRACT DATE:
BUILDING, TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
10-28-2007
K -y07
2007-D
297909
VV750279
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
8" CMU WALL
24 @ 22"O.C.
FINISH PER PLAN
ELECTRICAL PANELS
ELECTRICAL PANELS 1.. — .1 �, 1 8 1
STUCCO FINISH
FOAM ACCENT BAND
FAM ME0Nawat-a1lyj a wam
"'ITHETIC STUCCO
SH OVER CMU
J STRUCTURE
JLK
XER ROD ALL AROUND BOX
CESSED HOSE BIB BOX. SEE
.UMBING FOR SPEC.
ALL CLAMP
VOID WITH SELF EXPANDING
�M AFTER BOX IS INSTALLED
:KWRAP OPENINGS
BOX IN SEALANT BEAD
DOSE BIB 3' _,, 1201
EIFS
71p
EXTERIOR
SHEATHING=
E.I.F.S.
WASHER
PVC (SCH 40) BUSHING - FILL WIT
SEALANT
FASTENER AS REQUIRED
E.I.F'.S. V -GROOVE 6"=1' o" 1 14 1
2" DRAII
PLYWO(
2x6 WO(
E.I.F.S. (
MANUF�
6" CMU
FINISH
SHALL I`
DRAINA
PLYWOOD SHEATHING
E.I.F.S.
WASHER
BLOCKING AS REQUIRED
PVC (SCH 40) BUSHINGl - FILL WITH
SEALANT
FASTENER AS REQUIRED
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,
REFER TO SPECIFICATIONS MANUAL
FOR E.I.F.S, MANUFACTURER'S
ASSEMBLY DETAILS.
CONNECTIONS THRID EIFS =1'-o" 13
SPANDREL GLASS
2" ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE.— ------_
MTL. "Z" FLASHING W/ END—\
DAM - NO SEALANT AT
FLASHING TO ALLOW = —
WEEPAGE WITHIN FRAME
LINTEL - SEE
STRUCTURAL—
STUCCO FINSH
LIGHT BOX,
CONNECTION TO WALL
BY SIGN VENDOR = _
SEALANT AS REQUIRED
ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE,—
REFER TO DETAILS 4, 8 / A6.2
SILL HEAD @ CORNER WINDOW 3" =1'-0" s I
JAMBS "P.O.P." 3"
aYPSUM BOARD
DVER 3/4" P.T.
=URRING
MU
2x WOOD
=RAMING
19/32" PLYWOOD
SASE @ EXT. TOWER WALLS 3" _ .1 0 7
ANODIZED ALUMINUM
3/16" 0 "TAPCON" MASONRY
WINDOW FRAME -SEE
FASTENERS LOCATED 5 3/4"
WINDOW SCHEDULE.
M.O. MAX. FROM CORNERS &
SITE NUMBER:
MAX. 16"c/c
SEALANT AS REQUIRED
ALONG FIXED RAIL (MIN. 3"
DRAWING DATE:
INTO CONCRETE)
STUCCO FINISH OVER
CMU
,HIM AS REQUIRED
WINDOW JAMB a'= 1'-0"
13
ANODIZ
WINDOV
WINDOV
STUCCO
8" CMU
FINISH: 60
ALCOVE SECTION 1 1/2" =1' o" 12 I
STUCCO FINISH
BACKER ROD & SEALANT
CAULK
WEATHER TIGHT J -BOX. MOUNT TO
SUPPORTING STRUCTURE,
SET IN SEALANT
AIR SEAL
CONDUIT
CMU STRUCTURE
J■SOX IN E.I.F.S. OR STUCCO 3" = 1' o" 3 I
\I T
:FACE
"OVE
SET
=LOOK
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 626-0619
EBt,E0004432
_.......
J�
SEAL
EDUARDO L. CACACHE
CIVIL ENGINEER -PE 31914
JACK D, RAUDENBU SH
ARCHITECT -AR 2808
0
0
0
A
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2006
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
WIN®CfW SILL ®ETAIL 3" = 1'-0° 4, � PLOT DATE: 2UU8
PROTECT SYRUP LINES
FROM TRUSS PLATES
BUNDLED SYRUP LINES
AND FILTERED WATER LINES
BOTTOM CHORD
OF ROOF TRUSS
OPTIONINSTALLATION,"
AL . I
WIDE GALV. STRAPS @ EA.
TRUSS (MAX. 6-0" U.C.)
NOTE:
SEE SCOPE OF WORK FOR
SCOPE DEFINITIONS
co
SYRUP LINE IN CEILING N.T.S.
FASTEN 2X BLOCKING TO FACE OF
ADJACENT WALL OR TRUSS
PLUMBER'S TAPE STRAP
7" DIA. OPENING IN CEILING TILE
6" PVC
SECTION VIEV/
SYRUP LINE BUNDLE THRU CLG,
SYRUP BUNDLE CLG. PENETRATION N.T.S.
WALL SECTION
FUD WALL
DINING ROOM DRINK
COUNTER
4" DIA, PVC CHASE
DRIVE-THRU DRINK COUNTER
FRAMED OPENING THRID WALL
FIN. FLOOR
SYRUP CHASE IN WALL N.T,S. 19
-- I/2" GYP, BD. FINISH PER
PLAN,
I I
I
1/2" MOISTURE RESISTANT
I GYP, BD. TO 12" A.F.F.
FINISH PER PLAN,
I
I
COVE BASE TILE - SET
I I FLUSH W/ FLOOR TILE
BASE @ DINING ROOM PARTITIONS 3" =1'-o" 20
ANODIZED ALUMINUM
WINDOW FRAME - SEE
WINDOW SCHEDULE -
3/'16" O "TAPCON"
MASONRY
FASTENERS LOCATED 5
3/4" MAX. FROM
CORNERS & MAX. 16"c/c
ALONG FIXED RAIL (MIN.
3" INTO CONCRETE) 7.
STUCCO FINISH
8" CMU
CAULK JOINT
SOLID SURFACE
SILL
3/4"
Typ CAULK
SANITARY COVE
BASE TILE - SET
FLUSH W/ FLOOR
TILE
WINDOW SILL DETAIL 3" = v -a" 13
CHAIR RAIL.
/—PARGE COAT
NOTE: SEE INTERIOR
ELEVATIONS FOR
FINISHES AND
MOUNTING HT,
SECTION AT CHAIR RAIL 3" =1' 14
WATER HEATER
CORNER GUARD BEYOND
FRP TO TERMINATE IN J -MOULD SET
IN SILICON SEALANT (NO BASE)
PROVIDE SILICONE CHAULK BEAD
ALL AROUND WATER HEATER TO
SEAL TO THE FLOOR
6" CONCRETE CURB (COLD ,JOINT
TO SLAB)
COVE BASE WITH SURFACE
BULLNOSE
FINISHED TILE SURFACE
WATER HEATER PLATFORM N.T.S. 15
30ARD OVER
NG STRIPS
COVE BASE TILE -
1 W/ FLOOR TILE
BASE @ DINING ROOM EXT. WALLS 1161
I—■- SAFE - SEE SCOPE OF WORK FOR
SCOPE DEFINITIONS
5/8" CEMENT BD. SIZE '1/2"
SMALLER THAN SAFE FOOTPRINT.
GROUT TO MATCH ADJ. FLOOR,
FINISHED CONC. SURFACE
ANCHOR BOLTS - SEE SCOPE OF
WORK BOLT HOLES = 3/4" DIA x 3"
DEEP
SAFE PEDESTAL 1-1/2"=1' o" 9
2"
20 GA. S. S. CORNER GUARD -TOP
OF BASE TO BOTTOM OF CLG. -
ATTACH W/ CONST, ADHESIVE
CAULK
WALL FINISH OVER SUBSTRATE PER
PLAN
TILE WHERE OCCURS
20 GA. S.S, END WALL GUARD - "FOP
OF BASE TO BOTTOM OF CLG. -
ATTACH W/ CONST, ADHESIVE
TILE WHERE OCCURS
CORNER GUARD 1 0
DOUBLE STUDS AT JAMB
AND HEAD WITH ANCHOR
STRAP.
H.M. FRAME
co �.
CV
Lo
H.M. DOOR
SEALANT
SUBSTRATE AS NOTED ON
SHEET A1.0
JAMB @ H.M. DOOR (HEAD SIM.)
30ARD OVER
NG STRIPS
COVE BASE TILE -
1 W/ FLOOR TILE
BASE @ KITCHEN EXT. WALLS 3"=1'-o" 12
47 BOT. OF CLG.
LIGHT FIXTURE —
(WHERE OCCURS)
WALL FINISH OVER
1/2" PLYWOOD
_E "FOP HEIGHTS".
TOP HGT. = 30"A. F. F. HIGH
OP HGT. = 42" A.F.F,
JNTER TOP HGT. = 42" A.F.F
SUPPORT PLATE
SUPPORT
30UT
10CK
"FILE
TETE SLAB
CORE DRILL 1 1/2"=1'-0" s
NOTE: CAULK ALL SEAMS AT WALL
SURFACE,
I I
I
I
I
I I
I
I I
I
I I .
I I •
I
I
(4) #12 S,S. WOOD
SCREWS 3/4" LG. W/ S.S.
WASHERS,
1/2" HAD. EASED
CORNER (TYP.)
EXTEND FRONT OF PANEL
TO FRONT EDGE OF ADJ.
SINK. APPROX. 24" (SEE
PLAN)
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,
NATIONAL GYPSUM - 5/8" HI -IMPACT
BRAND XP WALLBOARD. TYPE X CORE.
NO SUBsTiTUTIONS ALLOWED.
WALL TILE
SANITARY COVE
BASE TILE - SET
FLUSH W/ FLOOR
'FILE
PTO - - p
Tk M��n
L. —I
I+ +I
L ±I
3 5/8" MTL. BRACE 16" O.C. TO
t f / STRIJC, ABOVE
/ 6" MTL, JOISTS LTJ 15" O.C.
MENU BOARD & MOUNTING BRACKET
I + ` FURNISHED BY OWNER / INSTALLED BY GC
6 MTL. STUDS Ca)16" 0,C.
FRP OVER 1/2" PLYWOOD
I
-6 e -4
BOIi". OF KITCHEN CLG.
8-0"
B'OT. OF SOFFIT
FRP OVER PLYWOOD
MENU BOARD SECTION 3/4" = V-0"
FEND FRP BEYOND
G. GRID
ILING TILE & GRID
BLOCKING o CLG.
IP
IBSTRATE PER PLAN
KITCHEN FINISH CEILING =1'0" 2
I
I -�--- FRP
D
— 1/2° CDX PLYWOOD - PROVIDE '1/4"
GAP BETWEEN SUBSTRATE &
mois,rURE RESISTANT GYP, BD.
I
0
BELOW.
0
1/2" MOISTURE RESISTANT
D
GYP. BD. TO 12" A.F,F,
CONTRACT DATE:
BUILDING TYPE
PLAN VERSION:
81 -FE NUMBER:
STORE NUMBER:
DRAWING DATE:
FINISH PER PLAN,
II --� J MOLD SE'r IN SILICON SEALANT -
FILL J -MOLD W/ SILICON PRIOR TO
INSTALLING FRP, WIPE OFF EXCESS
SANITARY COVE BASE TILE -
SEI" FLUSH W/ FLOOR "FILE
BASE KITCHEN PARTITIONS
— HEAVY DUTY DUAL TRACK WALL STANDARDS
Ccs 16" O.C. SECURED TO WALL AT STUD
LOCATIONS PER MFR.'S SPECIFICATIONS
12" DEEP, WHITE MELAMINE SHELVING
SECURED TO 11.5" HEAVY DUTY DUAL TRACK
BRACKETS PER MFR.'S SPECIFICATIONS.
OLT, STUD & ANGLE 1x4 SPLASH W/ P. LAM TO MATCH
2-1/4" 21_0.1 COUNTERTOP,
1-3/4" SOLID CORE DOOR COUNTERTOP WITH
LAMINATE PER SHEET A8,1 ON TOP AND
FRONT EDGE.
MITRE & GRIND SHARP EDGES/
1-21/4 1 POINTS
u.
\\- I 7 3/4" 2 x 2 x ,a" ANGLE FRAME, TYP. OF (4). Q
�? SEE PLAN A/A8.1 FOR LOCATIONS N
N I (4) 1/4" O x 1-1/2" LAG BOLTS @ EA, ANGLE BRACKET
1x4 LEDGER W/ P, LAM TO MATCH COUNTERTOP.
1/2" O THRID BOL"F,
` BRACKET AT U.C. KEYBOARD TRAY LOCATION SHALL BE
HELD AT 1'-0" FROM EDGE OF COUNTERTOP.
OFFICE COUNTER 3/4"=1'-0" 4
INCORPORATED
engineering . architecture . planning
15500 NEW BARN ROAD
SUITE '1 U6
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FA>C: (305) 826-0619
EB#0004432
20
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D, RAUDENBUSH
ARCHITECT -AR 2808
i
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
D
0
0
D
CONTRACT DATE:
BUILDING TYPE
PLAN VERSION:
81 -FE NUMBER:
STORE NUMBER:
DRAWING DATE:
10-28-2007
K -y07
2007-D
297909
W750279
3-11-2008
i
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
I
PANEL WALL
FOOD GRADE HTV SEALANT
1 1/4" TEK SCHEU INTERIOR BASE COVE TRIM
THINSET TILE
��-
- GROUT
HIT FASTENER
SCREED -
4
n
DYNATROL
SEALANT
n
CONCRETE PAD
a
WALK-IN TILE/BASE 1-1/2" = V-0" I E I
6
A. = DENOTES FINISH MATERIAL. REFER TO SHT A7.2 FOR FINISHES.
B. TILE JOINTS (U, 0.N.):
1. QUARRY FLOOR TILE: 1/4"
2. GLAZED WALL TILE : 1/8"
3. BASE, TRIM AND ACCESSORIES: MATCH ADJOINING TILE UNITS
C. TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDED CORNERS
AT BOTH INSIDE AND OUTSIDE CORNERS, AND BULLNOSE AT TOP OF TILE WAINSCOT
(RESTROOM WALL).
D. ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN RADIUS, U.O.N.
E. SEE SCOPE OF WORK FOR RESPONSIBILITIES.
F. PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS A'T TOP OF COVE BASE.
G. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING WILL NOT BE ACCEPTED.
FINISH NOTES I D
4
6" SANITARY COVE TILE BASE (BACK OF HOUSE), SEE DETAILS &I
PROVIDE FLOOR TILE INSIDE WALK-IN COOLER & STORAGE. FLOAT FLOOR TILE IN
COOLERS TO DRAIN TO KITCHEN. COORD. WITH WALK-IN WALL CONFIGURATION.
(___.) PLATFORM FOR SAFE, -SEE DETAIL WA6.3,
�44D FLOOR TILE SHALL TRANSITION AT SERVICE COUNTER WALL
START POINT FOR FLOOR TILE,
METAL BASE IN COOLER; SEE SCOPE OF WORK AND DETAIL E, THIS SHEET,
REFER TO STRUCT DRAWINGS FOR CONC FLOOR SLOPES AROUND FLOOR DRAINS.
FLOAT FLOOR TILE TO MEET COOLER & STORAGE FLOORS FLUSH. COORD WITH
COOLER & STORAGE THRESHOLD INSTALLATION.
SANITARY COVE TILE BASE (REs TROOMS). SEE DETAIL 8/A6.3 FOR INSTALLATION.
10� FACTORY FLOOR FINISH (GALV. STL.) W/ INTEGRAL COVE BASE AND BUILT-IN INT, RAMP
IN WALK-IN FREEZER.
(7t1) DIMENSION STRING REPRESENTS LINE OF FLOOR TILE TRANSITION.
(—I6" (-.OVE "FILE BASE (DINING ROOM). SEE DETAILS 16, 20/A6,3 FOR INSTALLATION.
x.'13 OMIT TILE AND BASE AT MOP SINK LOCATIONS.
14 CONCRETE WATER HEATER PLATFORM, SEE DETAIL 15/A6,3.
TRANSITION FROM KITCHEN TILE T
WALK-IN TILE AND FREEZER RAMP
MUST BE FLUSH I
E
FLOOR FINISH PLAN 1/4'=1-0"
KEY NOTES
FI
E
a
C
0
A
INCORPORATED
engineering. architecture . planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES , FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB%E0004432
(014 610�
SEAL
EDUARDOL CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
PLOT DATE: 2008
.............................................................................
I
.10
V-0" x 4-0"
FLUORESCENT LIGHT
FIXTURE
2'-0" x 4'-0"
FLUORESCENT LIGHT
_ FIXTURE
DOWNLIGHT @ WALK-IN
(BY WALK-IN MFR.)
SUSPENDED PENDENT
AT OPEN TRUSS
O PENDANT FIXTURE
O DOWNLIGHT
PENDANT OR DIRECTIONAL
FIXTURE, TRACK MOUNTED
I
EXTERIOR WALL FIXTURE
SPEAKER
12" EXHAUST FAN
HVAC RETURN GRILLE
HVAC SUPPLY DIFFUSER
HVAC SUPPLY DIFFUSER
HVAC PERFORATED
SUPPLY DIFFUSER
BACK DOOR SECURITY
STROBE LIGHT
CEILING SYMBOL LEGEND I E
................................ --- --- ---- ---- --- ---- ---- --- -- - ............._ . - - _ _....-..............._ ..__l
7
6
DIMENSIONS:
A. ALL DIMENSIONS ARE TO FACE OF FINISH AND � OF FIXTURES U,0,N.
CEILING FINISHES:
A. REFER TO ROOM FINISH SCHEDULE (SHTA7.2) FOR CLG. FINISHES.
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
LOADS, 2' MAX.
D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS
OF HANGERS WITH RELATED WORK.
E. SEE SPECS FOR ADDITIONAL INFORMATION.
GYPSUM BOARD CEILING:
A. SUBSTRATE SHALL BE 1/2" THICK GYP BD
ELECTRICAL:
A. SEE ELECT, DWGS. FOR FIXTURE SCHED.
GENERAL NOTES:
A. PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL PENETRATIONS INTO WALLS,
CEILINGS, AND FLOORS, DO NOT USE CAULKS OR EXPANDING FOAM FOR SEALANT.
REFLECTED CEILING PLAN NOTES D
CEILING GRID STARTING POINT.
WALK IN COOLER BULKHEAD AT
NON -INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM, SEE DETAIL 17/A6,3.
ALSO SEE SCOPE OF WORK,
C7D 6" DIA PVC STUB THROUGH CEILING, SEE DETAIL 18/A6,3.
5 HOOD,
FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHED. (TYP. AT RE TROOMS),
�D AWNINGS & CANOPIES. SEE SCOPE OF WORK
BOTTOM OF BULKHEAD @ 8'-0" A.F.F. 1/2" GYP. BD, OVER 2x6 FRAMING_, - REFER TO
1/A6.3 FOR SIMILAR ASSEMBLY DETAILS.
`::9:�) MENU BOARD, SEE SCOPE OF WORK.
10 BOTTOM OF MENU BOARD BULKHEAD @ 8'-0" A.F.F. SEE DETAIL 1/A6.3.
1� BOTTOM OF BULKHEAD @ T-0"
SPEAKER,
(_„13 PENDANT LTG - CENTER OVER TABLE TOP (TYP).
.� EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS AND ELECT. DV/G_",S,
l KFC "CLOUD" BY ARTWORK VENDOR, SEE SCOPE OF WORK, REFER TO 10/AG.0 FOR
MOUNTING INFORMATION,
REFLECTED CEILING PLAN 1/4"=1'-0°
(E6) EMERGENCY DUAL HEAD FIXTURE, SEE ELECT, DWGS,
17 SECURITY STROBE LIGHT, SEE ELECT. DWGS.
16� FAN COIL.
19' 6” X 6" STAINLESS STEEL CHASE ALONG WALL FOR ICE MACHINE REFRIGERANT LINES:
CEILING TO TOP OF ICE MACHINE,
20 PUB SIGN. SEE ELECTRICAL SHEETS. CASE CEILING PENETRATIONS FOR A CLEAN
INSTALLATION.
21 CEILING DIFFUSER (TYP.). SEE MECHANICAL
22 PAINT DUCTWORK, SEE ELEVATION 8/A8.0,
KITCHEN WALL FINISH C, CEILING_-,, SEE DETAIL 2/A6.3.
4 M.A.P.S, LINE VERTICAL CHASE THRU CEILING,
WALL R.A, DIFFUSER SEE MECHANICAL, SEE ELEVATION 6/A8.0,
KEY NOTES
F
E
m
C
0
0
INCORPORATED
engineering . architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA .33014
PHONE: ( 305) 558-4124
FAX: (305) 626-0619
E B#0004432
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBIJSH
ARCHITECT -AR 2808
O
IL
CONTRACT DATE:
EMERGENCY LIGHTS
(�
EXIT LIGHT
PLAN VERSION:
(WALL MOUNTED)
SITE NUMBER:
EXIT LIGHT
STORE NUMBER:
(CEILING M(-.)[JNTED)
PENDANT OR DIRECTIONAL
FIXTURE, TRACK MOUNTED
I
EXTERIOR WALL FIXTURE
SPEAKER
12" EXHAUST FAN
HVAC RETURN GRILLE
HVAC SUPPLY DIFFUSER
HVAC SUPPLY DIFFUSER
HVAC PERFORATED
SUPPLY DIFFUSER
BACK DOOR SECURITY
STROBE LIGHT
CEILING SYMBOL LEGEND I E
................................ --- --- ---- ---- --- ---- ---- --- -- - ............._ . - - _ _....-..............._ ..__l
7
6
DIMENSIONS:
A. ALL DIMENSIONS ARE TO FACE OF FINISH AND � OF FIXTURES U,0,N.
CEILING FINISHES:
A. REFER TO ROOM FINISH SCHEDULE (SHTA7.2) FOR CLG. FINISHES.
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
LOADS, 2' MAX.
D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS
OF HANGERS WITH RELATED WORK.
E. SEE SPECS FOR ADDITIONAL INFORMATION.
GYPSUM BOARD CEILING:
A. SUBSTRATE SHALL BE 1/2" THICK GYP BD
ELECTRICAL:
A. SEE ELECT, DWGS. FOR FIXTURE SCHED.
GENERAL NOTES:
A. PROVIDE ESCUTCHEON PLATES AND SEALANT AT ALL PENETRATIONS INTO WALLS,
CEILINGS, AND FLOORS, DO NOT USE CAULKS OR EXPANDING FOAM FOR SEALANT.
REFLECTED CEILING PLAN NOTES D
CEILING GRID STARTING POINT.
WALK IN COOLER BULKHEAD AT
NON -INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM, SEE DETAIL 17/A6,3.
ALSO SEE SCOPE OF WORK,
C7D 6" DIA PVC STUB THROUGH CEILING, SEE DETAIL 18/A6,3.
5 HOOD,
FOR ROUGH FRAMING OPENINGS SEE AIR DEVICE SCHED. (TYP. AT RE TROOMS),
�D AWNINGS & CANOPIES. SEE SCOPE OF WORK
BOTTOM OF BULKHEAD @ 8'-0" A.F.F. 1/2" GYP. BD, OVER 2x6 FRAMING_, - REFER TO
1/A6.3 FOR SIMILAR ASSEMBLY DETAILS.
`::9:�) MENU BOARD, SEE SCOPE OF WORK.
10 BOTTOM OF MENU BOARD BULKHEAD @ 8'-0" A.F.F. SEE DETAIL 1/A6.3.
1� BOTTOM OF BULKHEAD @ T-0"
SPEAKER,
(_„13 PENDANT LTG - CENTER OVER TABLE TOP (TYP).
.� EXTERIOR WALL LIGHT FIXTURES, SEE ELEVATIONS AND ELECT. DV/G_",S,
l KFC "CLOUD" BY ARTWORK VENDOR, SEE SCOPE OF WORK, REFER TO 10/AG.0 FOR
MOUNTING INFORMATION,
REFLECTED CEILING PLAN 1/4"=1'-0°
(E6) EMERGENCY DUAL HEAD FIXTURE, SEE ELECT, DWGS,
17 SECURITY STROBE LIGHT, SEE ELECT. DWGS.
16� FAN COIL.
19' 6” X 6" STAINLESS STEEL CHASE ALONG WALL FOR ICE MACHINE REFRIGERANT LINES:
CEILING TO TOP OF ICE MACHINE,
20 PUB SIGN. SEE ELECTRICAL SHEETS. CASE CEILING PENETRATIONS FOR A CLEAN
INSTALLATION.
21 CEILING DIFFUSER (TYP.). SEE MECHANICAL
22 PAINT DUCTWORK, SEE ELEVATION 8/A8.0,
KITCHEN WALL FINISH C, CEILING_-,, SEE DETAIL 2/A6.3.
4 M.A.P.S, LINE VERTICAL CHASE THRU CEILING,
WALL R.A, DIFFUSER SEE MECHANICAL, SEE ELEVATION 6/A8.0,
KEY NOTES
F
E
m
C
0
0
INCORPORATED
engineering . architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA .33014
PHONE: ( 305) 558-4124
FAX: (305) 626-0619
E B#0004432
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBIJSH
ARCHITECT -AR 2808
O
IL
CONTRACT DATE:
10-28-2007
BUILDING TYPE
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y0 7
CEILING
PLAN
PLOT DATE: 2008
FLOORS
WALLS LAMINATES
WALLS
CEILINGS
SYM
DESCRIPTION
ALTERNATE / NOTE
,YM
DESCRIPTION
ALTERNATE / NOTE
SYM
DESCRIPTION
ALTERNATE / NOTE
DESCRIPTION
ALTERNATE / NOTE
T-1 MFR.: DAL -TILE
WC -1 MFR.: FORBO
WAINSCOT PANELS, ALUMINUM CORNER TRIMS
P-12 MFR.: SHERWIN-WILLIAMS
LOCATION: DINING ROOM LOWER WALLS,
CL -1 MFR,:
TYPE: SURETREAD QUARRY
TYPE: MARMOLEUM
AND J -MOLDS BY DECOR VENDOR
"TYPE:
RESTROOM PASSAGE WALLS
TYPE: OPEN TO STRUCTURE
COLOR: RED 0081
COLOR: 3174 SAHARA
LOCATION: DINING ROOM WALLS
COLOR: SW#61'17 "SMOKEY TOPAZ"
COLOR: P-20
SIZE: 6"x6"
TRIM: BRONZE
FINISH: LATEX SATIN/EGG SHELL
GROUT: MAPEI #47 CHARCOAL
T-2 MFR.: CROSSVILLE
TYPE: COLOR BLOCK SERIES PORCELAIN TILE
WC -2 MFR.: FORBO
"TYPE: MARMOLEUM
WAINSCOT PANELS, ALUMINUM CORNER TRIMS
P-13 MFP.: SHERWIN-WILLIAMS
LOCATION: DINING ROOM WALLS
CL -2 MFR.;
NOTE: 1/2" GYPSUM BOARD OVER 2x FRAMING
COLOR: A11077 "MUD PIE"
COLOR: 3127 BLEEKERSTREET
AND J MOLDS BY DECOR VENDOR
TYPE:
COLOR: SNI/A6362 "TIGER EYE"
TYPE: GYPSUM BOARD
COLOR: P-11
a) 24" O.C. COORDINATE FRAMING WITH
SIZE: 12" X '12"
TRIM: BRONZE
LOCATION: DINING ROAM WALLS
FINISH: LATEX SATIN/EGGSHELL
MECHANICAL and ELECTRICAL FIXTURES.
GROUT: LATICRETE #35 MOCHA, SANDED
T-3 MFR.: CROSSVILLE
TYPE: COLOR
COLOR BLOCK SERIES PORCELAIN TILE
COL
�,
P-13 MFR.: .�HERNJIN-WILLIAM:
"TYPE:
LOCATION: DOOR FRAMES
CL -3 MFR.: ACOUSTIFLEX CORP.
MFR.: US GYPSUM CO.
"CAMPING OUT"
TYPE: CAPAUL VINYL ROUT(, #1140, WASI!ABLE NON -PERFORATED, 24'k4TH2"
TYPE: PANEL #3270 -2 -MIL
SIZE: 12" X 12"
COLOR: SW#6362 "TIGER EYE"ALTERNATE:
SVS/ #6117 "SMOKEY TOPAZ"
COLOR: WHITE
COLOR: WHITE VINYL
GROUT: LATICRETE #35 MOCHA, SANDED
FINISH: ENAMEL
(ENAMEL)
GRID: WHITE SUSPENSION GRID W/ ALUMINUM FACE
NOTE: FIRE CODE C
NOTE: FLAME SPREAD RATING 0-25, CLASS
NOTE: SEE SPECIFICATIONS
P-14 MFR.: BENJAMIN MOORE
LOCATION: DINING ROOM WALLS, KITCHEN
CL -4 MFR.: USG
NOTE: FACTORY PAINT TO MATCH P-16 "CAVIAR"
TYPE:
WALLS.
TYPE: 24" x 24"
(GRID, TILES AND VENTS)
COLOR: BM #2152-40 "GOLDEN TAN"
COLOR: FROST CLIMA PLUS 414-205
FINISH (DININ(3): LATEX SATIN/EGGSHELL
GRID: PRELUDE ML EXPOSED TEE, BLACK
FINISH (KITCHEN): EPDXY/ HIGH -GLOSS
NOTE: FLAME SPREAD RATING 0-25, CLASS
P-16 MFR,: SHERWIN WILLIAMS
LOCATION: DINING=, CEILING
TYPE:
GRID
COLOR: SW #6990 "CAVIAR"
FINISH: LATEX SATIN/EGGSHELL
P-'17 MFR.: BENJAMIN MOORE
LOCATION: RESTROOM CEILING
TYPE:
COLOR: BM READY MIX SUPER WHITE
FINISH: LATEX SATIN/EGGSHELL
P-18 MFR.: BENJAMIN MOORE
LOCATION: DINING ROOM BULKHEAD, MENU
TYPE:
BOARD SOFFIT, ORDER AREA WALL
COLOR, BM #310 "COUNTRY REDWOOD"
FINISH: AQUA PEARL
P-19 MFR.: SHERWIN WILLIAMS
TYPE: STAIN
COLOR: SW #312.1-8 "PEARWOOD"
TYPE: 1X2 WOOD TRIM
LOCATION: DINING ROOM CHAIR RAIL
P-20 MFR.: BENJAMIN MOORE
LOCATION: LOBBY (OPEN CEILING),
TYPE:
RESTROOM WALLS
COLOR: BM #HC -85 "FAIRWEIN TAUPE
FINISH: LATEX SATIN/EGGSHELL
FRP1 N1FR.: MARLITE
TYPE: FIBERGLASS REINFORCED PANEL
COLOR: FP -100 WHITE
NOTE: NO COLOR VARIATIONS ACCEPTED
WALL RASE
DOORS
DOORS
IFR.: MARLITE
FRP-2 TY
LOCATION: CHICKEN BREADING AREA ONLY.
MILLWOIK
E: FIBERGLASS REINFORCED PANEL
,M�
COLOR, FP -100 WHITE
NOTE: NO COLOR VARIATIONS ACCEPTED
TEXTURE: SMOOTH
SYD/1
DESCRIPTION
ALTERNATE / NOTE
aYM
DESCRIPTION
ALTERNATE / NOTE
n
,GYM
DESCRIPTION
ALTERNATE / NOTE
B-1 MFR.: DALTILE
"TYPE:
DL -'1 MFR.: WILSONART
SANITARY COVE
"r
TYPE: LAMINATE
PL -1 MFR.: WILSONART
COLOR: REDTo MATCH '1
COLOR: #10776-60 KENSINGTON MAPLE
TYPE: LAMINATE
SIZE: 5''x6"
FINISH: #60
COLOR: #9721-38 TUSCAN WALNUT
GROUT: MAPEI !>E47 CHARCOAL
B-2 MFR.: CROSSVILLE
S-1 NIFR.: FORMICA SIGNATURE
TYPE: COLOR BLOCK SERIES PORCELAIN TILE
TYPE: SOLID SURFACE MATERIAL
COLOR: A11071 `MUD PIE"
COLOR: #742 BLANCO TERRAZZO
SIZE: 6" X 12" COVE BASE
GROUT: LATICRETE #35 MOCHA, SANDED
WT -I MFR.: CROSSVILLE
LOCATION: ONE WALL EACH RESTROOM. SEE
TYPE: COLOR BLOX SERIES PORCELAIN TILE
A8,1 FOR LOCATION.
COLOR: #AI 15 "CAMPING OUT'
SIZE: 12' X '12"
GROUT: LATICRE"rE #35 MOCHA, SANDED
OPTIONAL GROUT: TEC COFFEE 969
WT -2 MFR.: CROSSVILLE
LOCATION: "TOP COARSE OF WALL TILE, ONE
TYPE: COLOR BLOX SERIES PORCELAIN TILE
WALL EACH RESTROOM. SEE
COLOR: #A115 "CAMPING OUT"
A8.1 FOR LOCATION,
SIZE: 3-1/2' X121 BULLNOSE
GROUT: LATICRETE #35 MOCHA, SANDED
OPTIONAL GROUT: TEC COFFEE 969
DALTILE L.M. SCOFIELD COMPANY
1. INSTALL FRP ON KITCHEN SIDE OF SERVING-{ COUNTER WALL,
LESLIE S. LIKINS 800-900-9900
502-637-2750
2. GALV STEEL WALL AND CEILING FINISHES BY WIC / WIF BOX MFR,
LESLIE. LIKINS@DALTILE.COM HYDROMENT
JAENNE ATK INSON
3. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND FRP.
MARLITE 248-478-3958
TM -1 MFR.: MILLWORK CONTRACTOR
MFR.: UALEY'S V/OOD CAIN
DAN EGBERS CELL 810-459-1009
TYPE: CHAIR RAIL
TYPE:
4. FOR FINISH LOCATION; REFER TO:
330-343-6621
COLOR: STAINEG'TO MATCH
COLOR: LIGHT CHERRY
SHEETS A4,0 & A4.1 - EXTERIOR ELEVATIONS
WWW.MARLITE.COM OMNOVA SOLUTIONS
WILSONART #7909-60 FUSION MAPLE
CONTACT: 800-735-7019
SHEET A7.0 - FLOOR FINISH PLAN
175 GHENT ROAD
NOTE: 1 X 2 SOLID MAPLE
LOCATION: DINING ROOM.
SHEET ATI - REFLECTED CEILING PLAN
SHERWIN-WILLIAMS FAIRLAWN, OH 44333
SHEETS A8.0 TO A8,3 - INTERIOR ELEVATIONS
BRAD HARRINGTON MATT ORLY
216-341-5553 ext 115 330-869-4385
5, APPROVED PAINT MANUFACTURERS:
Cell: 216-210-2723
BENJAMIN MOORE, PORTER, SHERWIN WILLIAMS, ICI, & PITTSBURGH PAINTS.
BRAD. E. HARRINGTON(�OSHERWIN.COM BENJAMIN MOORE
ALTERNATE MFRS. SHALL MATCH SPECIFIED SCHEDULE COLORS EXACTLY.
DOROTHY HAZINSKI
CROSSVILLE 800-635-5147 ext, 1841.
6. ALL PAINTED SURFACES SHALL HAVE A SPRAY APPLIED "LIGHT ORANGE PEEL"
MIKE MATHEWS
TEXTURE,
LOUISVILLE TILE DISTRIBUTOR
4520 BISHOP LANE
LOUISVILLE, KY40218
502-452-2037
NATIONAL ACCOUNT DIVISION
800-369-7671
ROOM FINISH NOTES
D
CONTACTS
C
ROOM FINISH SCHEDULE
LEGEND
A
INCORPORATED
engineering. architecture. planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: 0305) 558-4124
FAX: (305) 826-0619
EB#0004432
v
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
A
A
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y0 7
PLOT DATE: 2006
I
0
r
I
®I N I N G 3/8"=1'-o°
w
rrQ
0
aj
ORDINATE TRUSS ELEVATION
FH CMU or WOOD FRAME
,NSTRUCTION TYPE,
I
c
c
4'-8-2"
a
PASSAGE 3/8"=I' -o"
DINING
I
INCORPORATED
engineering • architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-41124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
Q WINDOWSILL. SEE 4/A, ,A, CONTRACT DATE: '10-28-2007
H.C. SIGNAGE BUILDING TYPE: K -y07
Q PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS / PLAN VERSION: 2007-D
EQUIPMENT ABUT WALL SURFACES. WHERE GAP BETWEEN WALL AND COUNTER SITE NUMBER: 297909
SPLASH/ EQUIPMENT EXCEEDS 1/4", PROVIDE S.S. CLOSURE ANGLE. STORE NUMBER: W750279
Q 18 GAUGE STAINLESS STEEL CHASE, DRAWING DA"rE: 3-11-2008
6 DROP PENDANT LIGHT FIXTURE, SEE SCOPE OF WORK AND SHEET E4.0. KFC
6 TRACK MOUNTED LIGHT FIXTURE. SEE SCOPE OF WORK AND SHEET E4.0, 3601 S ORLANDO DRIVE
8"x8" OPENING FINISHED WITH FRP FOR SYRUP TUBES. SEE 19/A6.3 AND SHEETAI,O. SANFORD ,FLORIDA
8 NOT USED.
FOR ARTWORK DESCRIPTION, REFER TO ARTWORK SCHEDULE ON SHEET A2.0.
10 BOTTOM OF BEVERAGE AND ICE DISPENSING LEVERS SHALL BE NO HIGHER THAN
42" A.F.F. E 11 CHAIR RAIL, REFER TO DETAIL 14/A6.3, K -y07
.12 SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 10/A6.3.
NOT USED, INTERIOR
.14 MENUBOARD BULKHEAD, ELEVATIONS
15) KFC PUB SIGN. OWNER SUPPLIED.
1: 6�) GYP. BD. OVER FURRING STRIPES @ 16" U.C. BETWEEN DOOR FRAME AND CORNER DINING
OF DINING ROOM, THIS AREA ONLY, SEE DETAILS I VAG.1 and 12/A6.2.
17 KFC NEON SIGN. OWNER SUPPLIED, Aa'"�'m 0
KEY NOTES A PLOT DATE: 2006
WOMEN'S RESTROOM 3/8I'= 1'-0" J I
MEN'S RESTROOM 3/81,
q
FvTFE-g
F /VT -1
ICJ ,
MEN'S RESTROOM 3/&'= 1'-o" I L
\\-- =B-2 �—/
WOMEN'S RESTROOM 3/8" =1'-0" 1 F I
WOMEN'S RESTROOM 3/8" =1'-3" O I
B-265
BB-24�
WOOD FRAME CONSTRUCTION
10.) ONLY
MEN'S RESTROOM 3/a" =1'-0" I I
-050
`r I
WOMEN1--._ __
- '>
4'0" �: `.
I B-305 WK =- - --
...... ..........
------J-------- ------
I I
...—............. ... --,— �— B-275
MEN L — PROVIDE 2x BLOCKING AT ALL WALL MOUNTED
A8.0 5 B 300 ACCESSORIES,
PASSAGE P : A8.1 H ? - GRAB BARS, FASTENERS AND MOUNTING DEVICES
7 SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER
TO SH FET ADA1,0,
N Z ....... -------- ._..._.. _..._., .. I _
- REFER TO FLOOR PLAN NOTES FOR BLOCKING AND
................ _....
....:...............
SUBSTRATE NOTES.
....... ......... .......... .......... .......... ..__ . ....... _
REFER TO SHEETADAI.0 FOR MOUNTING HEIGHTS AND
g� CLEARANCES OF ACCESSORIES AND FIXTURES.
_.
ALCOVE i_- L _. ......-... _........ ........ ....._.. .......:::_----. ... ...:. ''" B 241,,,—\ ALL DIMENSIONS THIS DRAWING ARE TO FINISH
c? SURFACE.
FOR DESCRIPTIONS, REFER TO ARTWORK SCHEDULE ON
SHEET A2.0.
7NLARGED RESTROOM/OFFICE PLAN / GENERAL NOTES N.T.S
OFFICE ELEVATION 3/8"=1' o" 1 ® I
OFFICE ELEVATION 3/8"=1'-o" 7I
OFFICE ELEVATION 3/8"=1'-o" R I
(._D THERMOSTAT CONTROLS.
<~ 2 LIGHTING CONTROL SWITCHES.
'TELEPHONE TERMINAL BOARD
4 j HOLD UP BUTTON
12" DEEP WHITE MELAMINE SHELVING W" 16" SHELF BRACKETS. SEE DETAIL 4/A6,3,
6� UNDER COUNTER KEYBOARD TRAY.
'12" X1 2" PHONE DISTRIBUTION BOX: OWNER PROVIDED & INSTALLED.
<__8) ANGLE BRACKETS PER DETAIL 4/A6,3 (TYP. OF 4).
BRACKET A-FfACHED TO STUD PER DETAIL 4/A6.3, SHALL BE A MAXIMUM OF 16"
FROM END OF COUNTERTOP.
( 10.) 1/2" METAL REVEAL (WOOD FRAME CONSRUCTION ONLY),
NOTE: SEE DETAIL 1/ADA1.0 FOR
ACCESSIBILITY MOUNTING HEIGHTS AND
CLEARANCES,
INC— ORPOF�ATE D
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106 _
MIAMI LAKES, FLORIDA 33014
PHONE:305 558 4124
FAX: 305 826 0619
E13#0004432
(0,
-........._SEAL l
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
q
W750279
DRAWING DATE:
I
-f�
-Y
WOOD FRAME CONSTRUCTION
10.) ONLY
MEN'S RESTROOM 3/a" =1'-0" I I
-050
`r I
WOMEN1--._ __
- '>
4'0" �: `.
I B-305 WK =- - --
...... ..........
------J-------- ------
I I
...—............. ... --,— �— B-275
MEN L — PROVIDE 2x BLOCKING AT ALL WALL MOUNTED
A8.0 5 B 300 ACCESSORIES,
PASSAGE P : A8.1 H ? - GRAB BARS, FASTENERS AND MOUNTING DEVICES
7 SHALL BE INSTALLED PER ADA REQUIREMENTS. REFER
TO SH FET ADA1,0,
N Z ....... -------- ._..._.. _..._., .. I _
- REFER TO FLOOR PLAN NOTES FOR BLOCKING AND
................ _....
....:...............
SUBSTRATE NOTES.
....... ......... .......... .......... .......... ..__ . ....... _
REFER TO SHEETADAI.0 FOR MOUNTING HEIGHTS AND
g� CLEARANCES OF ACCESSORIES AND FIXTURES.
_.
ALCOVE i_- L _. ......-... _........ ........ ....._.. .......:::_----. ... ...:. ''" B 241,,,—\ ALL DIMENSIONS THIS DRAWING ARE TO FINISH
c? SURFACE.
FOR DESCRIPTIONS, REFER TO ARTWORK SCHEDULE ON
SHEET A2.0.
7NLARGED RESTROOM/OFFICE PLAN / GENERAL NOTES N.T.S
OFFICE ELEVATION 3/8"=1' o" 1 ® I
OFFICE ELEVATION 3/8"=1'-o" 7I
OFFICE ELEVATION 3/8"=1'-o" R I
(._D THERMOSTAT CONTROLS.
<~ 2 LIGHTING CONTROL SWITCHES.
'TELEPHONE TERMINAL BOARD
4 j HOLD UP BUTTON
12" DEEP WHITE MELAMINE SHELVING W" 16" SHELF BRACKETS. SEE DETAIL 4/A6,3,
6� UNDER COUNTER KEYBOARD TRAY.
'12" X1 2" PHONE DISTRIBUTION BOX: OWNER PROVIDED & INSTALLED.
<__8) ANGLE BRACKETS PER DETAIL 4/A6,3 (TYP. OF 4).
BRACKET A-FfACHED TO STUD PER DETAIL 4/A6.3, SHALL BE A MAXIMUM OF 16"
FROM END OF COUNTERTOP.
( 10.) 1/2" METAL REVEAL (WOOD FRAME CONSRUCTION ONLY),
NOTE: SEE DETAIL 1/ADA1.0 FOR
ACCESSIBILITY MOUNTING HEIGHTS AND
CLEARANCES,
INC— ORPOF�ATE D
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106 _
MIAMI LAKES, FLORIDA 33014
PHONE:305 558 4124
FAX: 305 826 0619
E13#0004432
(0,
-........._SEAL l
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2003
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
L�SS Ni:
K -y07
INTERIOR ELEV
ENLARGE
RESTROOMS
OFFICE PLAN
KEY NOTES N.T.S. PLOT DATE: 2008
C
F
T
ib
7
Co
DRIVE-THRU 3/8" _ "1' o" DRY STORAGE 3/8" - 1
KEG COOK
PREP 3/8" = V-0°
D
MOP SINK 3/8" = 1'-0"
FR7`21
K 269
K-274
P-6( 1
B-1 (2)
Fm
DPEN
KFC GOOK 3/811 =1-a
WARE WASHING
®RIVE•THRU 3/8"=1'-0"
INCORPORATED
engineering. architecture . planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
1
L,
SEAL
EDUARDOL CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
Q 6" STAINLESS STEEL CHASE FOR ICE MACHINE REFRIGERANT LINES.
CONTRACT DATE: 10-28-2007
Q ANSUL CABINET.
BUILDING "TYPE: K -y07
Q 8" x 8" OPENING FINISHED WITH FRP FOR SYRUP TUBES, SEE 19/A6.3. PLAN VERSION: 2007-D
Q SS CORNER/ END WALL CHANNEL GUARD, FULL HEIGHT. SEE 10/A6.3. SITE NUMBER: 297909
STORE NUMBER: W750279
HOLD-UP BUTTON, SEE S/5.0. DRAWING DATE: 3-11-2008
SS CORNER GUARDS AT PERIMETER OF D/T WINDOW, SEE 8/A6,1, Q,
KFC
HAND SINK FOOT PEDAL. SEE 7/P6,0 P�
5� Q� 3601 5 ORLANDO DRIVE
Q EDGE OF 20 GAGE STAINLESS STEEL PANEL BEHIND HOOD. t— ' �Q J�Q�Q�,� SANFORD , FLORIDA
f�("� SPLASH
r SEE
n �`� �� G)o
D SS SPLASH GUARD. SEE DETAIL 7/Aa.3,
FC-) Q
0 FRP AT BOTTOM OF iMENUBOARD BULKHEAD, �O
1 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. K
12 5 1/2" X 5 1/2" '18 GA SHROUD FROM CEILING TO TABLE TOP FOR SYRUP BUNDLE, ' —y0 l%
SCREWED TO WALL.
13 GAS RISER.
14 WALL -MOUNTED SAUCE DISPENSER BRACKET. INTERIOR
15 ANSUL PULL STATION. ELEVATIONS
16 SS END SKIRT, KITCHEN
N
17 SECURITY SYSTEM KEYPAD, SEE E5.0.
2
KEY NOTES PLOT DATE: 2008
..........
FF1P-2
� FRP-2
F
I—
K-274
P-6( 1
B-1 (2)
Fm
DPEN
KFC GOOK 3/811 =1-a
WARE WASHING
®RIVE•THRU 3/8"=1'-0"
INCORPORATED
engineering. architecture . planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
1
L,
SEAL
EDUARDOL CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
Q 6" STAINLESS STEEL CHASE FOR ICE MACHINE REFRIGERANT LINES.
CONTRACT DATE: 10-28-2007
Q ANSUL CABINET.
BUILDING "TYPE: K -y07
Q 8" x 8" OPENING FINISHED WITH FRP FOR SYRUP TUBES, SEE 19/A6.3. PLAN VERSION: 2007-D
Q SS CORNER/ END WALL CHANNEL GUARD, FULL HEIGHT. SEE 10/A6.3. SITE NUMBER: 297909
STORE NUMBER: W750279
HOLD-UP BUTTON, SEE S/5.0. DRAWING DATE: 3-11-2008
SS CORNER GUARDS AT PERIMETER OF D/T WINDOW, SEE 8/A6,1, Q,
KFC
HAND SINK FOOT PEDAL. SEE 7/P6,0 P�
5� Q� 3601 5 ORLANDO DRIVE
Q EDGE OF 20 GAGE STAINLESS STEEL PANEL BEHIND HOOD. t— ' �Q J�Q�Q�,� SANFORD , FLORIDA
f�("� SPLASH
r SEE
n �`� �� G)o
D SS SPLASH GUARD. SEE DETAIL 7/Aa.3,
FC-) Q
0 FRP AT BOTTOM OF iMENUBOARD BULKHEAD, �O
1 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. K
12 5 1/2" X 5 1/2" '18 GA SHROUD FROM CEILING TO TABLE TOP FOR SYRUP BUNDLE, ' —y0 l%
SCREWED TO WALL.
13 GAS RISER.
14 WALL -MOUNTED SAUCE DISPENSER BRACKET. INTERIOR
15 ANSUL PULL STATION. ELEVATIONS
16 SS END SKIRT, KITCHEN
N
17 SECURITY SYSTEM KEYPAD, SEE E5.0.
2
KEY NOTES PLOT DATE: 2008
2
F_E-234��
I \rlREj—/
CMU CONSTRUCTION P-14
4
M.A.P.S. LINE (WALK UP SIDE) 3/8" =1'-o,,
CNIU CONSTRUCTION P-14
rc��
CMU CONSTRUCTION P-'14
5
K 269
C)PEN
BUILDING TYPE:
K -y07
PLAN VERSION:
CMU CONSTRUCTION P-14
4
M.A.P.S. LINE (WALK UP SIDE) 3/8" =1'-o,,
CNIU CONSTRUCTION P-14
rc��
CMU CONSTRUCTION P-'14
5
C-001 P-601
B-1
OPEN
U-070
U-"100
�----_--_-_
i7O O O --r,------F-1 I
11'
F7
10
B 1 B-'1
[a]
M.A.P.S. LINE (®RIVE-THRU SIDE) 3/8 '11-01
KITTEN 3/8" =1' o" UTILITY 3/8"='I '-o"
SERVING AREA 3/8" =1'-o"
UTILITY 3/8"-11-01
(") WATER HEATER VENT SEE PLUMB DWGS.
HOLD-UP BUTTON,
NOT USED.
SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 10/A6.3.
FAN MOTOR STARTERS, SURFACE MOUNTED. TYP, OF 2
'=6 SS CORNER GUARD @ SERVICE DOOR HEAD & JAMB. SEE -13/A61.
LIGHTING CONTROL PANEL.
=8J LIGHTING CONTROL RELAYS (CONTACTORS).
16" W X 4" D CONTINUOUS STAINLESS STEEL CHASE. EXTEND 2" ABOVE CEILING.
10 ELECTRICAL PANELS IN FURRED WALL, SEE '18/A6.2,
KEY NOTES
GROUP
INCORPORATED
engineering. architecture. planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDOL CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
j
F1 F
L
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
EN
I jill I
C-001 P-601
B-1
OPEN
U-070
U-"100
�----_--_-_
i7O O O --r,------F-1 I
11'
F7
10
B 1 B-'1
[a]
M.A.P.S. LINE (®RIVE-THRU SIDE) 3/8 '11-01
KITTEN 3/8" =1' o" UTILITY 3/8"='I '-o"
SERVING AREA 3/8" =1'-o"
UTILITY 3/8"-11-01
(") WATER HEATER VENT SEE PLUMB DWGS.
HOLD-UP BUTTON,
NOT USED.
SS CORNER / END WALL CHANNEL GUARD, FULL HEIGHT. SEE 10/A6.3.
FAN MOTOR STARTERS, SURFACE MOUNTED. TYP, OF 2
'=6 SS CORNER GUARD @ SERVICE DOOR HEAD & JAMB. SEE -13/A61.
LIGHTING CONTROL PANEL.
=8J LIGHTING CONTROL RELAYS (CONTACTORS).
16" W X 4" D CONTINUOUS STAINLESS STEEL CHASE. EXTEND 2" ABOVE CEILING.
10 ELECTRICAL PANELS IN FURRED WALL, SEE '18/A6.2,
KEY NOTES
GROUP
INCORPORATED
engineering. architecture. planning
'15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDOL CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -yo 7
,� � PLOT DATE: 2008
TOTAL SEATS ACCESSIBLE SEATS
1 -20
1
21 - 40
2
4'1 - 60
3
61 -80
4
81 -100
5
101 -120
6
121 -140
7
NUMBER OF ACCESSIBLE SEATS
3U" MIN
ELEVATION
CORRISPONDING REACH HEGHTS
FOR GIVEN DEPTHS;
WHEN
D
= 10"
OR LESS, H = 54" MAX.
WHEN
D
= 10",
H
= 53.5" MAX,
WHEN
D
= 12',
H
= 53.0" MAX.
WHEN
D
= 13",
H
= 52.5" MAX
WHEN
D
= 14",
H
= 51.5" MAX,
WHEN
D
= 15",
H
= 51.0" MAX.
WHEN
D
= 16",
H
= 50.5" MAX,
WHEN
D
= 17",
H
= 50,0" P11AX.
WHEN
D
= 18",
H
= 49.5" MAX.
WHEN
D
= 19",
H
= 49.0" MAX.
WHEN
D
= 20"
H
= 48.5" MAX.
WHEN
D
= 21",
H
= 47.5" MAX,
WHEN
D
= 22",
H
= 47.0" MAX.
WHEN
D
= 23" ,
H
= 46.5" MAX.
WHEN
D
= 24",
H
= 46.0" MAX,
1011 MAX. 301'
I
24�
CONDIMENTS
REACH RANGES N.T,S, 114]
ACCESSIBLE RESTROOM DOORS N.T,S. 15
59-3/4"
RECOMMENDED
MOUNTING HEIGHT,
OFF FLOOR FOR
BARRIER -FREE DESIGN
PROTRUDING OBJECT
FREESTANDING OBJE
MOUNTED ON POSTS
PYLON MAY OVERHA
MAX FROM 27" TO 80"
ABOVE FINISH FLOOR
OBJECT PROJECTION
WALL BETWEEN; 27" T
ABOVE FINISH FLOOR
PROTRUDE NO MORE
4"
ACCESSIBLE ROUTE
OBJECT PROJECTION
FROM WALL LESS TH
27" ABOVE FINISH FLO
MAY PROTRUDE'ANY
AMOUNT
FLOOR SHALL BE
SLIP -RESISTANT SURF
AND LEVEL WITH MAX
CHANGE IN LEVEL
FINISH FACE
OF WALL
91 S I
I• COMBINATION PAPER
TOWEL DISPENSER/
TRASH RECEPTACLE
[nLl i
711J
r)
a° -
r G
cl)F-
1:9 r
LI 1/16"
co
CT
NG
1 4 811
1911
3UII CLEAR
OR
X a
CLEAR
U
12"
f' -
1211
NOTE: MAINTAIN 44" MIN.
�F
FROM
O 80"
SHALL
19
THAN
LL
z
36" MIN, CLR.
co
AN
OR
,,\
�
of
ACE
\.'.;
1/41'
INT. ACCESS. ROUTE CLEARANCES1101
SIGN POST OBSTRUCTION
ACCESSIBLE ROUTE WALK
PROTRUDING HAZARDS 1/211 = V-0" 111 I
MIRROR MTD @ 40"A.F.F.
MAX TO BOTTOM OF
REFLECTING SURFACE
LAV.
INSULATE HOT WATER & DRAIN
3'-0" S.S. GRAB BAR
PIPES OPTIONAL CUP T.S. COVER DISPENSER
DISPENSER PAPER TOWEL DISPENSER
CONTROLS MOUNTED ON PULL STATION
\WIDE SIDE OF TOILET AREA 14" MIN, PROJECTION FROM
WALL URINAL
\�3'-6" S.S. GRAB BAR
J
F ) CE
�F ? x u 2
- N N g 1 Ti
I2 c
7" - 0 Eli I
�6" MAX. DEPTH x 30" MIN. WIDTH TOE
CLEARANCE SWITCHES
8" MIN. DEPTH x 30" MIN, THERMOSTAT
WIDTH KNEE SPACE FIRE ALARM
2
L
cc
r
Z
r
BABY CHANGE
STATION
MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED 3/8"
ACCESSIBLKE URNIAL 3/4" =1'-0"6 I
GRAB BAR SHALL BE 1-1/2" MAX.,
OUTSIDE DIA.- TYPICAL
CLR.
2- 1/4"x3' EXPANSION ANCHORS AT —
MASONRY OR CONC. WALL 2- #10x2"
SCREWS AT WOOD OR STEEL STUD
WALL- TYP.
,1/8"x2" BENT PLATE WELDED TO RAIL
AND 1/8"x3" DIAMETER MOUNTING
PLATE Co) 11'-0"
2"x6" BLOCKINc;1 AT WOOD ,13 TUD WALLS
(OMIT BLOCKING AT MASONRY OR
CONC. WALL) - TYPICAL
GRAB BAR 3° I' 0" 7
CLEAR
foo -i
Lu
rr
J
rn
u
0
<L
ACCESSIBLE ROUTE
1 4 811
1911
3UII CLEAR
X a
CLEAR
U
f' -
co
NOTE: MAINTAIN 44" MIN.
CLEAR AISLE EGRESS PATHS TO EXIT DOORS,
CHANGES IN LEVEL N.r.s, 1 � I DINING R®®M ���1TINt� �L�AR®NC�� N.-r.s.
5'01 MIN. (1525)
3'-0" MIN.
\PER
(455)
6" MAX. (150)
ro
Tz0
J
Z CL
D_
J
ACCESSIBLE LAVATORY
1. 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.
■
INCORPORATED
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FA <: (305) 826-0619
EB#0004432
vs
�v
SEAL
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
0
CONTRACT DATE: '10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD FLORIDA
K=y0 7
Q
X a
r
U
f' -
co
O
19
:;T
LL
ro
Tz0
J
Z CL
D_
J
ACCESSIBLE LAVATORY
1. 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.
■
INCORPORATED
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FA <: (305) 826-0619
EB#0004432
vs
�v
SEAL
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
0
CONTRACT DATE: '10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD FLORIDA
K=y0 7
DOOR CLOSER IF
PROVIDED, SHALL
HAVE AT LEAST A
3 -SECOND
CLOSING_-; TIME
PERIOD FROM 701E
OPEN POSITION
TO 3" FROM LA'T'CH
DOOR HANDLE, '
SEE HARDWARE
NOTES
1, 3'-0" DOOR WIDTH 1.
T`7P, ENTRANCE / EXIT DOOR N.T.S. 17
GUIDE RAIL
._j a =C
.X ❑
m W T
Q CE r
G TI
(j J .o
0
GUIDE RAIL DETAIL
HANDRAIL ;r HANDRAIL
& CURBS & CURB_r
I l 0
[� :;T—
WHEEL (_:lUIDE
WHEEL GUIDE WHEEL GUIDE DETAIL
WHEN DOOR SWINGS WHEN NO DOOR
ONTO LANDING - 42" SWINGS ONTO
MIN, PLUS DOOR LANDING-;.
WIDTH, 60° MIN.
SEE NOTE
72" MIN,
qS--------
FSE-(�UIF� p
72"
2, MIN.
NOTE: MAXIMUM HORIZONTAL DISTANCES
OF EACH RAMP AND RUN VARY.
RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM
CLEAR FLOOR SPACE AT DOOR
STRIKE SIDE
THRESHOLD -SEE
DETAILS 12, 14 / A6.1
DOOR AND HARDWARE
PER SHEETA1,1
CLEAR SPACE FINISH ELEVATION TO
MATCH FINISH FLOOR ELEVATION AT
DOOR
SLIP RESISTANT SURFACE (MEDIUM ---�-
BROOM FINISH)
60"
CROSS -SLOPE 1:50 OR 2% MAX. n
NOTE: EXTERIOR DOOR PRESSURE CANNOT EXCEED
8.5 LBS., INTERIOR DOOR PRESSURE CANNOT EXCEED
5 LBS.
EXTERIOR DOOR REQUIREMENTS 1/2" __ V-0" 113]
MIN. 60 DEGREE SI_
BOTTOM RAIL OF C
ALUMINUM THRESI
#10 S.M. IN PLASTI,
EXPANSION ANCH(
BOTTOM RAIL (EXTERIOR DOOR) 3" = I' -o" 14
NOTE 1:
WHEN DOOR SWINGS
ONTO LANDING 42"
MIN, PLUS DOOR WIDTH
NOTE 2: 60" MIN. WHEN NO
MAXIMUM HORIZONTAL DOOR SWINGS ONTO
DISTANCE OF EACH LANDING
RAMP AND HUN VARY
SEE NOTE 2 �l SEE NOTE 1
sEE NO`rF_ 2 —1 60MIN. I-----
7211 MIN,
f O"IIVf�N.
r
TOP PLATFORM
As }-' INTERMEDIATE LEVEL
�f-G�IJIf��� BOTTOM LEVEL PLATFOFHI TFORM
STRAIGHT RAMP RUN
24" MIN, EXTERIOR AND —
18" MIN. INTERIOR BEYOND
THE STRIKE EDGE OF A
GATE OR DOOR ON THE
SIDE TOWARD WHICH IT
SWINGS.
I
60" MIN.
RAMP LANDING AT DOORWAY
NOTE]: NOTE 2:
WHEN DOOR SWINGS MAXIMUM HORIZONTAL 60" MIN. WHEN NO
ONTO LANDING, 42" DI>IANCE OF GEACH DOOR SWINGS ONTO
MIN, PLUS DOOR WIDTH RAMP AND RUN VARY LANDING
SEE NOTE 2 ISEE NOTE NOTE
E NOTE 2
�E j 60" MIN• TOP PLATFORM
72"
" INTERMEDIATE LEVEL
f�J f'f=QUlf,�O PLATFORM
"�-- INTERMEDIATE LEVEL AS REQUIRED TURNING PLATFORM
RAMP WITH TURNING PLATFORM
RAMPS N.T.S.
Lu
III
Cc
CIa
_Z
Q
PATH OF TRAVEL RLOUIHE D -
"' FROM PUBLIC SIDEWALK l0 DETECTABLE WARNINGS WHEN
E
ACCESSIBLE ROUTE CROSSES STORE ENTRANCE @05% AX.
RUNNING SLOPE AND 2% AX. HAZARDOUS VEHICULAR WAY xG
m CROSS SLOPE. (I.E, A DRIVEWAY) — y ir `S
Jf
:.:........... m� ..::
7„ \ z 5% MAX. 5%
MAX. MAX.
-.y o
co cQ
EXIT
ONLY
----NO---
PARKING
WHERE A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE
WALKING SURFACES ARE: NOT SEPARATED BY CURBS, RAILINGS, OR
OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND
VEHICULAR AREAS, THE BOUNDRY BETWEEN THE AREAS MUST BE
DEFINED BY A CONTINUOUS, YELLOW, 36” WIDE DETECTABLE
WARNING STRIPE THAT DIFFERS FROM ADJOINING WALKING
SURFACE IN RESILIENCY OR SOUND ON CANE CONTACT.
11' MIN. I, 5' MIN 8' MIN
T
(1) VAN ACCESSIBLE STALL & (1) STANDARD ACCESSIBLE STALL
1.
Lu
w
r,0,
c-
0rr w
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U U
U Q
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zz
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z
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CONCRETE
ACCESSIBLE PARKING STALL N.T.S. 11 I
HANDICAP SIGN
Y!N
NOTE: VAN ACCESSIBLE
SIGN NOT REQUIRED ON
UNIVERSAL OR STANDARD
STALLS,
GALVANIZED METAL SIGN POST
FINISH GRADE
NOTE:
l C, DETAIL IS MEANT AS A GENERAL GUIDELINE. REFER TO
LOCAL MUNICIPALITY FOR SIGN TYPE, VERBAGE AND
a; P FENSIONS.
SIGNS SHALL BE LOCATED SO THAT THEY
CANNOT BE OBSCURED BY A VEHICLE PARKED IN
I. I. THE SPACE,
ACCESSIBLE PARKING SIGN N•-r.s, 12
RETAINING CURE'
(IF NECESSARY;
POST MOUNTED ISA SIG N
WITH ADDITIONAL "VAN
ACCESSIBLE" LANGUAGE
BOTTOM LANDING, 60" LONG
ELEVATION 2% SLOPE, WITH
SMOOTH TRANSITION (NO 1/2
LIP;
WHEEL -STOP (AWAY FROM
AISLE)
DIAGONAL 3" STRIPE`;, 36"
O.C, WHITE OR BLUE
PARKING AND AISLE SLOPE
2% MAX. IN ANY DIRECTION
VAN -ACCESSIBLE STALL,
'I V WIDE, 18' LONG
LEFT OF ACCESS AISLE
DEPRESSED CURB RAMP AT ACCESSIBLE PARKING
6" CURB
SIDE FLARES SLOPED
AT 10% MAX,
CURB CUT AT ACCESSIBLE PARKING
L
NO
PARKING
EXTERIOR PATH OF TRAVEL N,T•s. �
RAMPS DOWN �IDEV/ALK
POST MOUNTED
ISA PARKING
SIGN 1:12 1:12
SIDEWALK 4' CLEAR MIN, MAX. AMAX.
RAMP DOWN, USE LEAST
POSSIBLE SLOPE, 8.3% MAX. BOTTOM LANDING 60" MIN,
ACCESS AISLE 8' WIDE FOR
P 'r)IInnnr-
VAN (5' FOR REGULAR) DEPRESSED CURB RAMP
REGULAR ACCESSIBLE
STALL, 8' WIDE, 18' LONG
36" SQUARE ISA PAVEMENT
SIGN
NOTE: LOCAL MUNICIPALITY MAY HAVE
ADDITIONAL REOUIREMENTS FOR RAMPS
THAT SHOULD BE REFERENCED.
CURB
RAMPS N.T,S
CURB RAMPS N.T.S.
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 330'14
PHONE: (305) 558-4124
FAX: (305) 826-06.19
EB -#0004432
SE L
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBU SH
ARCHITECT" -AP, 2808
co
-+7.9"
0 �
0
0 10% AT `o
CURB —p- o
0
N
10-28-2007
K -Y07
2007-D
297909
W750279
3-11-2008
6.0" +1.2"
48' WIDE RAMP T
z
(0.0" PREFERRED)
SLOPED AT 8.3% MAX.
o 'i'
TYP. CURB RAMP ELEVATIONS
NOTE: LOCAL MUNICIPALITY MAY HAVE
ADDITIONAL REQUIREMENTS FOR RAMPS
THAT SHOULD BE REFERENCED.
CURB RAMPS N.T.S.
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 330'14
PHONE: (305) 558-4124
FAX: (305) 826-06.19
EB -#0004432
SE L
EDUARDO L, CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBU SH
ARCHITECT" -AP, 2808
I _
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
0
0
0
0
0
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
DRAWING DATE:
10-28-2007
K -Y07
2007-D
297909
W750279
3-11-2008
I _
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
I
CMM
E N E R A Us 1
1. LOCATE, CUT AND FRAME ROOF OPENINGS AS SHOWN FOR ALL HVAC EQUIPMENT AND EXHAUST FANS
2, IT IS VERY IMPORTANT THAT ACCURATE MEASUREMENTS ARE UtiED WHEN E_OCAiING EXHAUST FAN ROOF OPENINGS TO ENSURE THAT NO ADDITIONAL OFF -SETS S ARE REQUIRED IN -HE EXHAUST Dt-CTWORK. COORDINATE ROOF
OPENINGS WITH THE KITCHEN EOUIF%MEN'T.
3. PROVIDE. ANY FRAMING REQUIRED FOR DIFFUSER INSTALLATION IN HARD CEILING
N O/ e
1. INSTALLATION SHALL CONFORM TO THE F'_ORIDA ENERGY CODE= & FLORIDA BUILDING, PLUNIBING & ME-CHANICAL CODE:2004 EDIY!ON" FOR COMVERCIAL CONSTRUCTION
2. ALL WORK AND MATERIALS SHALL COMPLY WITH GOVERNING CODES. SAFETY OFDERS AND REGt.,LA T IONS
3. OBTAIN AND PAY FOR ALL NECESSARY PERMITS FEES AND INSPECTIONS REQUIRED B`/ GOVERNING AUTHORITIES.
4. ELECTRICAL SHALL DROVIDE CONDUIT FOR LINE AND LOW VOLTAGE WIRING, LINE VOLTAGE WIRING. SWITCHES, VOL"AGE OVERLOAD DEVICES AND FINAL CONNECTIONS ON HIGH VOLTAGE CONNECTIONS OTHER THAN t NIT
HEAT E
ALL LOW VOLTAGE WIRING & CONNECTIONS PERTAINNG TO HVAC SHALL BE BY MECHANICAL CONTRACTOR FOR OTHER ELECTRICAL RESPONSIBIL TIES SEE WF -ERE SHOWN ON PLAN:3
J.
ANY EQUIPMENT THAT IS SUBSTITUTED SHALL F T IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING) INCLUDING SUBSTITUTE EQUIPMENT NAMED IN THE SPECIFICATIONS. SUBEC A 1 !4" SCALE CRA4I NG OALL
L
6. EQUIPMENT SUBSTITUTED FOR APPROVAL. PRIOR TO INSTA_LATION, INCUCAG BUT NOT LIMINTED TO, STRUCTURAL AND ARCHITECTURAL IMPACT CLEARANCE REQUIREMEN'S AND IJTILITY PEOUIRIEMENTS
FOR INSTALLATION OF RECHARGEABLE REFRIGERANT LINES FRCDM ICE MACHINE TO CONDENSER ON ROOF, SEE SCOPE OF WORK
7.
HVAC UNITS SHALL BE MOUNTED LEVEL CN ROOF CURBS
a.
ALL DUCTWORK SHALL BE EXTERNALLY INSULA -ED
9.
ALL SUPPLY/ I tETURN DUCTS SHALL BE RIGID, WITH THE EXCEPTION OF THE LAST 14'-G WHICH MAYBE -,LEX,
10.
SMOKE DETECTOR ;HALL. BE INSTALLED IN THE RETURN AIR DUCT, PRIOR TO ANY CUTSIDE AIR CONNECTIOINS, AND SHAD.. DIEACTI'VATE ROOFTOP I,NIT UPON SENSING SMOKE INCLJDE SMOKE DETECTOR IN THE SUPPLY AIR
DUCT ONLY IF REOJiRED BY LOCAL CODE:
11.
12. ALL HOOD EXHAUST DUCTS SHALL BE RIG D 16 GA MINIMUM WELDED DUCT GRIND AA -L WELDS SMOOTH PROVIDE 3M FRE DARRIER D:,CT WRAP FOR ALL HOOD EXHAUST DUCTS SEE 15/M4 0
13. ALL BRANCH DUCTS FEEDING INiJIVID.JAL DIFFUSERS SHALL HAVE DAMPERS AT TAKEC FFS FOR A!R BALANCING PROVIDE ACCESS PANELS TO DAMPERS SEE 8/M4 0
ALL UTILITY PILING E=:OR RTU'S SHALL. RUN JP TF -ROUGH ROOF INSIDE EACH !JNIT,S ROOF CURB
14,
ALL OUT: AIR !N-AKE:> SHALL BE A MINIMUM OF 10'-0" FROM EXHAUST FANS AND / OR VENTS
15
E 8W. 1, 0 AND SCOPE Cl;: WORK FC7R DESCRIPTION OF HVAC PACKAGE TO BE PURCHASED THROUGH YUMI BRANDS NATI0NA! CONTRACT
I Fi.
FINAL HVAC S/STE/I TESTING AND BALANCING SHALT_ BE PERFORMEC BY INDEPENDENT AGENT CONTRACTED DIR=CTI-V BY T HE OWNER A REE -TESL- IS MANDATORY FOR A FALSE START (I E NO POWER,0' ON A3ENT'S ARRIVAL
EQUIPMi ENT NOT WIRED, ETC.) AND SHALL. BE A COST INCURRED BY THE G C !N THE EVENT A SYSTEM % STORIE RECEIVES A GRADE OF 5 OR BEELCW AS A RESULT OF THE HVAC SYSTEEM PERFOR MANIC FE P' T ON
AL
OPE � I O. dAL
17. DEFICIENCIES, OWNER WILL REQUEST A RETEST AND THE COST FUR SAME SHALL BE ALSO INCURRED BY Tri- GENERAL. CONTRAC rCR Nps'
TRANS PROGFIAMMABLE-HERMOSTA'r MODEL ibBAYSENSC3198 PROVIDED VVITH TRANEE PACKAGE
18. �
TRANE THERMOSTAT SENSOR (REMOTE) MODES_ #14190-7015. PROVIDED WITH TRANE PACKAGE
TRANE DUCT MOUNTED HUMIDITY SENSOR MODEL #8AYSENS037A, PROVIDED W TH TRANE PACKAGE O
I
OUTSIDE AIR CALCMATION
NOTE
A.5•H R.A.h. 62-1989 REQUIRES OUTSIDE
AIR FOR INDOOR AIR QUALITY:
DINING ROOMS -20 CFM PER PERSON
KITCHEN - 15 CFM PER PERSON
CALCULATIONS:
DINING - 50 PEOPLE X 20 CFM = 1000 CFM
KITCHEN - 8 PEOPLE X I5 CFM = 120 CFM
TOTAL REQUIRED = 1120 CFM
OUTSIDE AIR PROVIDED = 3350 CFM BY ROOFTOP EQUIP.
r
SYMBOL & ABBREV.
DESCRIPTION
A/C, AC
SA/SUP
SUPPLY AIR (RISE/DROP)-
NO
RA/RET
RETURN AIR DUCT (RISE/DROP)
���
EA/EXI I
E=XHAUST AIR DUCT (RISE/DROP) -- -
.4
CD/SR
CEILING DIF=FUSEER/SUPPLYREGISTER
x i
FIRE RATED ROOF CEILING ASSEMBLY
(ARROWHEAD REPRESENTS NUMBER OF THROW)
x ,
RR/RG
�-
RETURN REGISTEERJGF;ILLE
- �
ER/EG
E=XHAUST REGISTER/GRILLE !�
-
:C
RECTANGULAR DUCT ELBOW WITH TURNING VANES
FLEXIBLE
OA,'OSA
-
OUTSIDE AIR
CONNECTION
-
S/S
STAINLESS STEEL__-
TYP.
UON
UTR
MVD
MANUAL VOLUME DAMPER �-
_
UNIT.
CURB - .
FD
FIRE DAMPER
CFM CFM
FSP HP
REAM
(MI3H)
TONS EER
(L)
DUCT LINING (1" -THICK. UNLESS OTHERWISE NOTED)
WEIGHT
MODEL NUMBER
REMARKS
HEIGHT
WEIGHT` ' ..
SINGLE LINE DUCT BRANCH TAKEOFF
i
DUCT TRANSITION (RE CTANGULAR TO ROUND) --
FLEX
FLEXIBLE DUCT (14-0 MAXIMUM)
(Dr
T -STAT
� -�
PROGRAMMABLE THERMOSTAT PROVIDED WITH T I` �
RA IE PACKAGE.
(;ts�
THERMOSTATSENSOR (REMOTE), PRONDED WITH TRANE PACKAGE.
(
RTU -1
HUMIDITY SENSOR (REMOTE), PROVIDED WITH TRANE PACKAGE,
T�
D
-t-DIA.
D
CONDENSATE DRAIN
O
40.5/54 138,186 2 N/A
DIAMEETER
- DL
DL
DOOR LOUVER
-UC-----R- I
UC
DOOR UNDERCU-T (3/4" MINIMUM;
X X OOOU '
7200
MECHANICAL EQUIPMENT DESIGNATION
I
5
811
GENERAL NOTES
r EAC DESIGN REQUIRES:S
DESCRIPTION
A/C, AC
AIR CONDITIONING
(Eu
NO
DUCE SMOKE DETEC1TOR-�
X
DTR
-
FIRE DAMPER("))
EF
x
FIRE RATED ENCLOSURES
-�
x i
FIRE RATED ROOF CEILING ASSEMBLY
UC _
x ,
FIRE STOPPING _
- -y
x
SMOKE CONTROL
MECH
x
-
(N)
--
NEW ^, --
OA,'OSA
-
Florida Building Code (F.B.C) March 2004
Chapter 8 Sx3ction 8-10
Miami Dade Ordinance 01-112
w
SYMBOL & ABBREV.
DESCRIPTION
A/C, AC
AIR CONDITIONING
BDD
CB
CEG.
CONN.
I CONT.
CONTR
CFM
DET. �^
BACK DRAFT DAMPER
CIRCUIT BREAKER ---^
CEILING
CONNECT/CONNECTION
CONTINUATION-
CONTRACTOR-� �-
CUBIC FEET PER MINUTE
DETAIL -
DISC.
DISCONNECT
DTR
-
DOWN THRU ROOF
EF
EXHAUST FAN -
,E)
-
EXISTING
GA.
GAGE/GAUGE
UC _
GENERAL CONTRACTOR
HVAC
HEATING, VENTILATING, AND AIR CONDITIONING
MFR.
_
MANUFACTURER
MECH
MECHANICAL
-
(N)
--
NEW ^, --
OA,'OSA
-
OUTSIDE AIR
013D
OPPOSED BLADE DAMPER
S/S
STAINLESS STEEL__-
TYP.
UON
UTR
TYPICAL
UNLESS OTHERWISE NOTED -
UP THRU ROOF
NOTES:
1. DIFFUSERS IN SURFACE_ MOUNTED CEILINGS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPERS. SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
PLAN VERSION 2007-D
'SITE NUMBER: 297969
!� STOHE NUMBER:. 352900"
L - +•
KFC:
I t»m 5A RA OA EA` PRESSURE , ODV I ORLANDO DRIVE;
D; F C)RIDA
SAI�IFOR
EF -1 -
FOR COMPLETE ININFORMATION AND PRICING ONTHE TRANE HVAC PACKAGE 2200CFM -2200 CFM
CONTACT MARTY CUSICK, THE YUM! BRANDS ACCOUNT EXECUTIVE AT TRANE
NATIONAL ACCOUNTS. EF -2 2006 CFM 20QO CFM ;
TOLL-FREE PHONE: (866) YUM-HVAC or (866) 986.4822
FAX: (502) 499-7870 r�
EMAIL: mlcusick@trane.aorn 75 CFM' - 75 CFM
TRANE HAS AGREED TO SUPPLY AN HVAC PACKAGE CONSISTING OF THE R OF -TOP ----r -_---
UNITS, CURBS, THERMOSTATS, TEMPERATURE SENSORS (REMOTE), AND HUMIDITY EP.4 .- 75 CFM X
�/75 CFP/1SENSORS REP�IOTE}. RTU'S Aa SPECIFIED INCLUDE AN UNPOWEREDD CONVENIENCE^'IY, "�
OUTLET (SEE ELECTRICAL) AND AN HACK CIRCUIT BREAKER WHICH PROVIDES UNIT
DISCONNECT. TRANE ALSO
0 HAV E AVAILABLE OPTION PACKAGES WHICH
tINCLUDE
SMOKE DETECTORS AND ENUNCIATORS, ECONOMIZERS, AND RTU VARIATIONS SUCH
AS HIGH -EFFICIENCY MODELS. �"-- --- --
:
BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL PROJECT MECHANICAL
DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SPECIFIC DESIGN - •< •
MAY NOT MATCH NATIONAL DESIGN.
' .
SEE THE SCOPE OF WORK SHEETS FOR ADDITIONAL INFORMATION. - . • .
CHEIRM
TIRANE PACKAGE N.T.S.
PLOT` DATE; ,• 10,19.0%
', .' � its �1���,. �'i� ,,, � • + ,
FAN DATA
COOLING CAPACITY.
HEATING CAPAQrrY
UNIT ELECT DATA
-
_
''MAX
MANUFACTURER
r
GREASE, IVSD
SUPPLY MlN 0 A.
MIN CAP
NOM MIN
INPUT "•
OUTPUT HTR;,
VOLTS/
UNIT.
AND
UNIT.
CURB - .
MARK
CFM CFM
FSP HP
REAM
(MI3H)
TONS EER
STAGE AFUE
(MBH) (STAGES)
MCA MOCd
PH
WEIGHT
MODEL NUMBER
REMARKS
HEIGHT
WEIGHT` ' ..
TOT/SEN
( ) @20E3V
(LESS)
RTU -1
DINING
6000 2290
1.0 5
9-40
17.5 206,/151 9.8
40.5/54 138,186 2 N/A
208/`x'30
3 162/184 1.75/200
1654
TCD210C3L0
SEE NOTES 1 3,4,Fi,7,
50
RTU -1
DINING
7200
2290
1,0
5
811
20
245/174
9,7
40.5/54
138,186
2
N/A,
3�J
162/184
1;75/200
203.1
TCD241'03LM
SEE NOTE$1-3 5 7
54
14 _
SCHEDULE NOTES:
1. LISTED CAPACITY IS THE STANDARD UNITS GROSS COOLING CAPACITY AT 80 DEG. F. DB / 6-1 DEG. F. WB EATAND 95 DEG. F, AM BIEN T, OUTDOOR DESIGN ;
CONDITION, SUMMER 95 DEG. F. & 14 DEG. F WB, WINTER 17 DEG, F. (AAI STANDARD CONDITIONS,)
2. SPECIFIED RTUS ARE DOWN DISCHARGE PACKAGED GAS / ELECTRIC ROOFTOP UNITS WITH MINUMUM`2-STAGE COOLING. INCLUDES THROUGH THE ROOF CURB
POWER, GAS & CONDENSATE DRAIN. GAS PIPING SHALL BE FACTORY PIPED WITH SHUT-OFF ..0UTSIDE•OF,UNIT. .
3. SPECIFIED UNIT INCLUDES HINGED ACCESS DOORS, 2" PLEATED FILTERS, LOW AMBIENT CONTROL TOO DEG, F., MOTORIZED OUTDOOR AIR DAMPER,
CIRCUIT BREAKER WITH SINGLE POINT WIRING, HAIL GUARD, AND FACTORY FABRICATED, KNOCK DOWN ROOF CURES,
4. HOT GAS REHEAT 13 NOT AVAILABLE ON A1 7.5 TON UNIT
5. SPECIFIED UNIT INCLUDES FACTORY INSTALLED HOT GAS REHEAT OPTION INCLUDING REMOTE MOUNTED TEMPERATURE AND HUMIDITY'SENSORS AS INDICATED ON THE DRAWINGS
6. SPECIFIED UNIT INCLUDES SUPPLY AIR TEMPERING CONTROL
7. PROJECT LOCATIONS NEAR COASTAL AREAS MAY REQUIRE EPDXY COATED COILS,
HVA i 1T 8 I 0U LE
ACCESSORIES
1. UL 762 LISTED (GREASE)
MANUFACTURER 2. VENTED ROOF CURB
t X XXX) CFM SP RPM HP ELECT LU J AND 'REMARKS3:
ROOF CURB
UJ LU
cn CC
MARK cn a MODEL NUMBER it. GREASE TROUGH
v� - 5. ,' HINGED ROOF CURES
6, WEATHEROR:OOF DISCONNECT SWITCH
COOK 180VH7B
EF -1 2200 1.5 1358 1 208/3 - X X X SEE NOTES 1,2,3,4,5 &'6 7., SOLID STATE SPEED CONTROLLER
�- -� - OR EQUIVALENT 8: BACKDRAFT DAMPER
E F-2 2000 1.5 1:350 1 208/3 X x X COOK
SEE NOTES 1,2,:1,4,5 & 6
OR EQUIVALENT
. _ VAL' "
EF -4 750.5 1050 129W 120/1 X X X COOK GC -160 SEE NOTES 7,8
-- _ OR EQUIVALENT
- COOK GC -160
EF -5 75 0.5 1050 129W -1201.1 x X X SEE NOTES,7,8
- OR EOUtVALENT
EXHAUST FANSCHEDULE,
warri�+�o�1c+aW1Mr*�uartam,®s+®Grp+�rirera�amp�l��ife�„uss+®u�auW�mp+rs�,am�mosml�wwi.saa+u�am�+tm�600rameirviyawl�RWs
�2j
�MI�tW�q�oemivw 1a�W t#dM®N�wsa1�V>+�YFwr
.-
DIFFUSER FACE - TYPE (NO.) & AIR MOUNTING DUT`G MATERIAL
r PATTERN
XX XXX NECK OR (z � i u r H
LU
SIZE CEILING GRID � `-;- n ct = MANUFACTURER, MODEL NUMBER REMARK:;
a r -)LU
CrIM D vyJ
MARK V SIZE u"'.. w c7
RANGE
�5 LU
:� 1 4 10x4 11.5x5.7:1 X r
(4) 1 W x x ME TAL-AIRE / TITUS V4004 / S300FS- FURNISH. DAMPER/EXTRACTOR, REGISTER TO BE DUCT MOUNTED
0-200
S•2 1 10,10 18"Td XX X X METAL-AIRE / TITUS' 3100A / TMA -AA ` ADJUSTABLE GONE DIFFUSER HORIZONTAL POSITION
0-450
•- ..-.�.-.. - ..--_ ,• ,
(3)3W,(6)4
S-3 9 12x-12 24x24 X x X X METAL-AIRE / TITUS 500(1-6 / TDC-AA. FRN SQR TO FIND ADAPTER
�
0-600
S-4
4
9x9
1 4x1 4
XX
�f
X
METAL.-AIRE/TITUS
6000-1 /TQC -AA
_
0-250
S-5
2
22x72
24x24
x
(2) NO DIR
X
x
x
METAL.-AIRE/TITUS
�65oRAL,-6I13FF
PERFORATED HINGED FACE, NO FILTER, SEE DETAIL 6/M4.0
- -
785-1266
FF IN SQR TO RNID ADAPTER
S-6
6
18x18
24x24
X
(1)`?W'(3)3W'(2)
,/
0-1000
/
x
X
X
_
METAL-AIRE-/ TITUS
5000 6/TOC-AA
FpN SQR TO FIND ADAPTER
R-1
4
22x12
24x24
x
X
X
X
METAL -AIRF; / TITUS
GC5-FB-TB / 50FF
FULLY REMOVABLE FACE
0-1900
:.
F-1-2
1
54x-18
56x20
X
X
X
X
PASTAE AIRE /TITUS
SRH/350RL
_
PAINT TO MATCH WALL
- 0-5000
NOTES:
1. DIFFUSERS IN SURFACE_ MOUNTED CEILINGS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPERS. SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
PLAN VERSION 2007-D
'SITE NUMBER: 297969
!� STOHE NUMBER:. 352900"
L - +•
KFC:
I t»m 5A RA OA EA` PRESSURE , ODV I ORLANDO DRIVE;
D; F C)RIDA
SAI�IFOR
EF -1 -
FOR COMPLETE ININFORMATION AND PRICING ONTHE TRANE HVAC PACKAGE 2200CFM -2200 CFM
CONTACT MARTY CUSICK, THE YUM! BRANDS ACCOUNT EXECUTIVE AT TRANE
NATIONAL ACCOUNTS. EF -2 2006 CFM 20QO CFM ;
TOLL-FREE PHONE: (866) YUM-HVAC or (866) 986.4822
FAX: (502) 499-7870 r�
EMAIL: mlcusick@trane.aorn 75 CFM' - 75 CFM
TRANE HAS AGREED TO SUPPLY AN HVAC PACKAGE CONSISTING OF THE R OF -TOP ----r -_---
UNITS, CURBS, THERMOSTATS, TEMPERATURE SENSORS (REMOTE), AND HUMIDITY EP.4 .- 75 CFM X
�/75 CFP/1SENSORS REP�IOTE}. RTU'S Aa SPECIFIED INCLUDE AN UNPOWEREDD CONVENIENCE^'IY, "�
OUTLET (SEE ELECTRICAL) AND AN HACK CIRCUIT BREAKER WHICH PROVIDES UNIT
DISCONNECT. TRANE ALSO
0 HAV E AVAILABLE OPTION PACKAGES WHICH
tINCLUDE
SMOKE DETECTORS AND ENUNCIATORS, ECONOMIZERS, AND RTU VARIATIONS SUCH
AS HIGH -EFFICIENCY MODELS. �"-- --- --
:
BE PREPARED AT TIME OF ORDER OR QUOTE REQUEST TO PROVIDE ALL PROJECT MECHANICAL
DETAILS REGARDING SPECIFICATIONS AND QUANTITIES AS SITE SPECIFIC DESIGN - •< •
MAY NOT MATCH NATIONAL DESIGN.
' .
SEE THE SCOPE OF WORK SHEETS FOR ADDITIONAL INFORMATION. - . • .
CHEIRM
TIRANE PACKAGE N.T.S.
PLOT` DATE; ,• 10,19.0%
', .' � its �1���,. �'i� ,,, � • + ,
LJ
LaJ
Q
z
FLANGE @ ROOF LINE
FOR SUPPORTING CURB
FAN DI CHARGE MIN. 12'1
AE30VE ROOF= SURFACE
AND CORROSION RESISTANT
BIF30 SCREEN WITH MESH SIZE
NO LARGER THAN 1/2"
17 X 17 HOOF FAN
/ CURB W/DROP IN
PLENUM & GRAVITY
DAMPER RESTING ON
TOP OF FAN CURET.
8" FIND. (SHEET METAL
DUCT OVER TO EXHAUST
AIR TERMINAL AS SHOWN
10 X 10 PLENUM ✓ ��
VOLUME DAMPER - TYP.
NOTE: DUCTWORK MAY VARIE: INFIELD APPLICATION
EF --3 FAN/PLE1N11 M DETAIL NO SCALE
12
NOTE:
FOR WIRING OF AUXILIARY
DEVICES E ES R - 'T
R FE 0
MANUFACTURER'S
INSTALLATION INSTRUCTIC
OR CONTACT MANUFACTL
I
I 1
Y
t'
,
i
CIEND 1�ii00 PM}
1 0
ALARM,TROUBLE
ANNUNCIATOR
e
:,
REMOTE F�FESEl
_- - _ .. -... .. ...... .. .. w.,. .v. ry yr •..vr l •i L,. L,.• Lit-Ir\It 1 1-f
>
_
A _ � v va iH��u4urVlVVAIkH HtAlLH FLUE: VEh1
>�•^/ ,TER, M(
IO_N`RUN THRU WEB S TJ OU AT ONEXTERIOR
FA.,.L
FOR
��9
LOCATETHERMOSTAT DrWALL IN OFFICEICE s18A..F. COORDINATE
.
EXTEFI]R EL VATlON FR l6T.SEEQETAILWP6,C
OCOORIDDJNAT W AK lTH
:
ZONI- SMKE DETECTOR
D
LOCATION WITH SHEET 3/E3.1 and B/A8.1.STqT10N
MOUNT THERMOSTAT HE SENSOR AT 60A ABOVE FINISHED FLOOR
ALL TRA DES.
_ ..R.
t
AUDIONISUAL REMO E ALARM STATION NO SCALE
r�
00
Cl
W
f-
0
J
n
S
cel
I
I
0
r
0
Q0
r -r)
O
r -
V)
r_
C)
,
W
W
_..J
LL.
AIR SCOOP
EXTRACTOR
SUPPLY DUCT
ROUND DUCT CONNECTION
AIRFLOW
t
AIRFLOW
'PIN -IN FITTING WITH VOLUME
CONTROL DAMPER - INSULATE
f0 MATCH DUCT
INSULATED
SHEET METAL SCREWS
MIN. OF (1) EACH QUADRANT
AT ALL RIGID PIPE CONNECTIONS.
APPLY LOW VELOCITY MASTIC
AT ALL JOINTS OF METAL DUCT.--
i
ROUND BRANCH l
---- DUCT TO
DIFFUSER
ITAINLESS STEEL DRAW BAND
DR APPROVED EQUAL) IN
IETURN AIR PLENUM
ADJUSTMENT ROD
SPLriiER UAPAPER tiV,�
MITERED TEE FITTING
r
VANES & FRAME
DOULBLEWALL TURNING
AIRFLOW
BRANCH DUC'RVORK
NOTES:
1. DOVETAIL
S
ALL BE MIN. 24 GA WITH DOUBLE G BALANCING C
AAPE
R
2. FLEXDUCT;;HALL BE C:ERTAINTEED CERTAFLEX OR APPROVED EQUAL, CLASS 1
AIR DUCT UL_ '181 APPROVED. PERFORMANCE CHARACTERISTICS AS FOLLOWS:
THERMAL PERFORMANCE: CONDUCTANCE 0=0.18 BTUH/S0,FT.r'F AT 75°
MEAN TEMPERATURE. RESISTANCE R==6.
FLAME SPREAD INDEX: NOT GREATER THAN 25.
SMOKE DEVELOPED INDEX: NOT GREATER THAN 50.
STATIC PRESSURE: 1,0" WG POSITIVE, 1-1/2" WG NEGATIVE
ALL FLEXIBLE DUCT SHALL BE SUPPORTED IN ACCORDANCE: WITH SMACNA
STANDARDS 30 AS NOT TO RESTRICT AIR FLOW NOR CAUSE: EXCESSIVE
PRESSURE DROP.
LOW VELOCITY DUCT
JIL.
i
VOLUME DAMPE=R
RETURN AIR
REC IANC ILE TEE WITH
TURN RA;LVANES IN EACH
SUPPLY DIRECTION ON RY-2
RT -1 DROP REC. ELBOW IN
ON DIRECTION -_-
INSULATED FLEX DUCT PROVIDE
SHORT RADIUS RIGID METAL
ELBOW WHERE 18" R. FLEX ELBOW
CANNOT BE MAINTAINED SEE FLAN FOR
DUCT SIZE - -
NOTE:
MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT
PUNOUTS TO SUPPLY DIFFUSERS = 5'-0'°. FLEX
DUCT I S NOT ALLOWED ON EXHAUST, RETURN
OR EXPOSES) DUCTWORK. = _
INSTALLER TO SECURE INSULATION
TC) PROVE DAMPER HANDLE FOR T&B
PERSON THIS HANDLE MUST BE EASILY
ACCESSED AND ROTATED FOR AIR �
B AIANC;E ADJUSTMENTS. -- -- -
STRAP HANGER
S
i
'II
D ,1
/ �- SHALL.BE ! IS'T[ D AS YZHW,
INSULATION _./ _ - SUBJECT 762
FOLDED BACK �, = ---- ENTIRE 2'X 3/4 Ib. BLANKET OF
a
SEE HINGE DiAGRAN ON M2 SF -IT. .
ANOTAPE
D ` ' = INSULATION N//FOIL BACK COVERING,
DIFFUSER GRILLE &Boar.
ANY,F
WR. J
ENTILATIGNDAMPER BLADE INSIDI_ DUCT
- NYLON STRAP FASTENER (TYP)
24"X24")(1 6" 22 GAUGE SHEET METAL
SUPPLY PLENUM (UNLINED) WITH
1 1/2" DUC;TWRAP INSULATION
I
I
SIDE CONNECTION
PERFORATED SUPPLY AIR DIFFUSER-
- RE: AIR DEVICE SCHEDULE
ri
L
NO -1
ALL Cour
18 GA. GA
4
101
L
F--
tZ
W
W
t:
GENERAL NOTES
i. Exhaust and supply duct collars may be field cut.
2. Exhaust duct air flow velocity shall be between 1500 and 2200 FPM
3. Exhaust and supply air flours must be balanced upon installaffon.
Fan operating speed should be rechecked after 60 days to ensure proper
performance. Static pressure values are given for the hood only and do
HOOD #
LENGTH (IN):
`1 OF 2 MODEL # ,
11'-0" WIDTH'(IN). a8HEIGfTT (IN)
SV NQ
2a'
HOOD .#
L NC#TIi {IN);.
2 OF 2 MODEL #
1(7' 0" WIDTH {INj; 48," ,HEIGI-rf'(IN);
SV
24"
EXHAUST CFM:
2200
SUPPt:.Y CFM:.
NA
EXHAUST CFM. �
2000
:SUPPLY CFIvt:
NA
E..XHAU:3T SP;
-1.5
SUPPLY, 5P;
NA
EXHAUST SP
1.0
SUP_ PLY SP:
._.�.
EXHAU:3T FPM;
1684
SUPPLY'FPM:
NA
EXI-MUST F�?M;
1600
.SUPPLY FPM;
►yp
EXH. SIZE:.
20"X'}0"
S.UP SIZE;
NA
E;<H. SIDE;
18"x '10'
'SatJP SIZE:
-... -- --
NA
FILTERS: (2}.
16"k-16" 16"
FILTERS: (6)
I6" X 2Q"
F1LT FIS; {f2) ,
16' K 16'
FILTFtS: ()
FIRE SUPPRESSION:
AN31.4-8102
FILTER TYPE;
ALUMINUM
FORE $UPPFII SSIGN; ANSUL-R 102
FILTER TYPE: ALUMINUM
LIGHT CITY: (3)
IN` CANDESCENT
CONTROL SWITCH:
NONE
LIGHT OTY: (3) '
INCANDESCENT
K:f)NTROL SWTTGN:�
N
_Tr, ,,,ti -'j-, � r.: ,,,r.:u.
ti
SPECIFICATIONS
48�.a.'�I24
FAX
2
1. Floods shalt be constructed of 18 gaugestainlesssteel with # 3 r.6
•" S06 8 Ot?i19
004432:
polish, All unexposed surfaces shall be constructed of minimum p ....,
18 gauge aluminized steel.
t HOODS ARE
SUPPORTED "Y w
J BOX PRE -WIRED TO
E E� 1/2
2. Supply plenum shall be lined with foil backed insul�ttiort to prevent n �, l THREAQED R(7D "
PP Y s I LI . HTS INSIDE OF�HOOD.
condensation. 1' 6"
1 Q THrJEAE)ED
NroQ
SUPPORT
3 UL classified aluminum or stainless steel baffle -type filters shall be
tYp • � �� '
easily, removed for cleaning. Filter hauling shat( terminate in a pitched f41GUNTlNGBRA. KE:T4 T'r'P.
removable grease trough that drains into a removable stainfesy steel
( );
grease cup.------ -
4. UL listed and NSF approved vapor proof InCandesc;ent light fixtures erre- AWE Q ES . ` - :-
wired to junction box at top of hood in accordance with NEC 70, - ----r---- -- ---- - =L---
r
ENGINEER-PE'04065
5. Hoocls(s) shall be equipped with fire damper fitted to supply duct collar.
JAC
Klt.PA USH��.
ARCHITECCT'=AR'2t308 -` -
6. Pre -piped fire suppression systems shall be located on the top of the
hood Location may vary with each individual system.
. FUTURE OVEN
7. Hood(s) shall be fabricated in accordance with NFPA Bulletin #96 and
.�_ LEFT HAND = = = - -' - n
shall bear the NSF Suri of Approval. Hoods shalt be listed und�3r UL 710 1 eat
>
REMOVABLE I r� �j 4.
--t { � I r 1
EXHAUST HOODS FOR COMMERCIAL COOKING EQUIPMf NT UL File ii' MH18853.
END..SKIR.r I I I`' i I IIS _r1I
-
II F I i} l I I P1O MEiUS"fAE3LE
r lui_ Ilr 1 (U 11- II 1 1 y`lALL O
21.1
C (- -I _ I i r I r
l
us A'A I '_r �L III Il,}ftlZEE FF� ►11 I _ _ 1
FF
Ir
r= . _ If
THIS HOOD DESIGN IS BASED UPON I �= II i I =4C=
I fIII�III 'II II
STRATO VENT. MANUFACTURED BY:Lift-
11 Ill 1
CiENERALVENTIEA'rION, L.L.C. _-'�
__ 1.l.
> 69 T"AMM`( LI M'LE D,111VE (HIGHWAY 35) / �
SECTION, ALABAMA 35771 - 270"L X 116"H STAINLESS STEEL BACKS PLASH.COVERING THE " TM r�� � a4 L X 11,6"H STAINLESS VE EL;
PHONE 256.228.4757 WALL BEHIrNU THE: HOOD AND 18' LEFT. r �tIGH r WALL PANEL,
AOO OT AND PECIS ffypj N.T.S. � I f YA
I
y , ,�. rl / I ST ' -ORE NUM6 ,, , 1. 352900
ROD ,AMEN IC,I !:
I
(7)
co
rD
rD
--.I
(Li
Ljj
I—
E-
0
1
EL
L
Job Name: KFC
Drawn by:
System Size: ANSUL-3.0/3.0/`,3,0 Total FP required: 26 (33 MAX).
Flood 1: 11' U' long x 48" Wide x 24" High
Rlser ! 'I Sve: 10" x 20"10=0
111-01,
Flood # 2: -10'0" Long x 48" Wide x 24" High -
KFC HOOD # 1 KF?G HOOD # 2
Riser # 2 Size: 10" x 18"� � ,
NOTES
�PIELU PIPE DROPS AS SHOWN SLEEVING,
ELBOWS, TEES, AND NOZZLES
SUPPLIED BY STRATO-VENT
RELOCATE NOZZLES IF FLOW PATTERN IS
BLOCKED BY SHELVING,
SALAMANDERS, ETC.
MAXIMUM 9 ELBOWS IN SUPPLY LINE.
- MININIUM 72 INCHES OFAGENT LINE FROM
TANK TO FIRST 11OZZLE.
IF APPLICABLE, PRE -PIPED CHARBROILER
DROPS ARE SHIPPED LOOSE,
FACTORY PIPING EXTENDS A MAXIMUM OF E
ABOVE THE TOP OF THE HOOD. - APPLIANCE
DIMENSIONS LISTED REPRESENT THE COOK
SURFACE SIZE,
NOT THE OVERALL APPLIANCE SIZE.
THIS FIRE SYSTEM COMPLIES WITH U.L. 300
REQUIREMENTS
FACTORY PIPING;
�J
i`i5
Y '
ed
9�.:C �-
_ _ ----- FIELD PIPING
co
p[['�
( �a
C�15
rx LL
I rQ
v y
;-
�� JE' (' In �
_ �^
�I 0 If1 � '=UI'1I ��� ([
BUSS ti'111:0 MEIMBEH
NUT & WASHER TOP & BOTTOM
-1i
x4', E3LUC;K ;2 1300 !4 L0,"ATICNS)
H2.5 EACH SIDE
2'x6' TRUSS BTfY CORD
112' 0A Al.,L THIJ EAD ROD DRILL
I i- E
[HRU BLOCK C 1 -
ROD ATTACHME.Wr 13
� - ]
Nmmm
NIJT
H _0 MO JN1 1h'
0( "1
HAI'�NEL C"I W)OD
r.
BOLT CONNECTION TO H0101) >i I$
BAHDIN'o- 304 SS
'�Ij X .014" -T
HICK tJIN
3,1 MIN, L0NGIT,,),Dft11L A%,�Z
OVERLAP AT 81,ANKE -T JOINT
3" MIf1, PEHIME 'ER OVERLAP
AT 81-41KETJOIN T
LJYER 1 1/2'' THIC'/, 8-11"P F1-iEIVIASTE'r-}
E
cc,!,,TiNUOUSLY WF1 DED
HOOD EXHAUST DUCT =� ' ?
G 112'
M".) rES
D UC ),NTI1
I�P C', S N�UOUS 4S,
FF;OM : Fr - -
r 0 M '-' 0 N N E CTJ �_" f,J A I -IROUGH _URF
10-112" 21'i'YP IVR, iEA,
AND EXTEND '13" BELOtili ROOF DE(,,K,
BANDIN"'.'j, REOUIREMENT3. USE 304 S EAIH'!_E'S5 81-F E-1 2, F : -)R HORIZONTAL HUN'S OF EXHAUST DUCTS PRCY-v'IDE
BAIIIDS "\ MAXIMUM 1-1/2 FROPl BLANKE r EDGE= AND TYPICAL. RAPL1EF)uProF:I r SYSTEM WITH 1/:)HAN'GEPROSY
",
SPACED A MAXIMUM OF 10-1/2 ON CEEN711RA I'vIAXINIUM OP 6' ;HOM INSULATION E0,' 1E 'I RAPLZES'UPP(')HTS
SHALL BE SPACED A MAXIMUM OF 60" 01NI ("E."ITER
C'E"N IE'RUNE OF VERTICAL EXHAUST DUCT.
3 SLOPE I-,iOR{Z',)NTA1_ EXHAUST DUCT Ri;NS A MINIMUM
OF 14 E'ER f -'- )O I' ;2% SLOPE; TOV-iARDS EXH,"UST HOOD.
4. PrPOVIDE INSULATED AC,,ES!3 DOOR OPPANr__'L NEAR MWD P'1_11INT
C')F EXHAUST DUCT HUN FOP GLEANING AND INSPECT1011 Or DUCT
PPOVIDE AN �PPRCVED SIGN ON ACCESS D(I)OR (-.)R PANEL' /40-i READS
ACCE,"-S PANEL F_',G 11r IT OBSTRU r,
KITCHEN 1400D EXHAUST DUCT S"fit STU11 DETAIL. �J T,> I � �fi .
...........
.3
AIR
15� OR LF -33 B Aill
Z' 01-{ LES 51
FLO
ORMA,r�om EXPANSION
R ` : -
VANEZ,
TURNING
VAN
F, 'IRFE
i ,, r` t+:J" ITUWHING VANES
TURNING VANES
90; ELBOW
45" ELDO* SIMILAR NO _�HROAT RADI(JS, SHORT FiADIJS
L
3A D
E---
90' ELE1001AKE-OFF
b� ... J
. .....
IUS E 0 N LY I i'l AREAS
RETURN AIR BRANCH
RAE) 'LDO�%�
SUPP; Y OR RE -URN 1,'T(E
FITI"ING PU LL RADIUS I/ H i R E ") P A C
�RECTANGULAR DU -'*"T) -------- TAKE -OF -F
�ry'pmll. DUCTWORK DETAILISD T.s____Fi
RETURN AIR DUCT
si-*NsoR sTP,NDOFP BRACKET
S+._
AL S. -AL DU(,T PENE-RATION AIR TIG'- I
To,rHc'_:F3NI('.):.')TAT
RC,MO'fF HUMIDITY SEI'TSOR
RI -MOVABLE: RETURN "'RILLE
REMOTE HUMIDITY SENSOR 3,,,8;'- "-()- 1 9
KITCHEN HOOD [':':XHAIJST FAN
110" M IN
3 IS(;HARGE HEIGHT
NEMA 3R DISCONNECT FACTORY
WIRED FROM MOTOR TO
DISCONNEC r TH ROUGH TH E
BREATHER TUBE
NOTE:
'a. OCA,rE EXHAUST FANS MIN. IU -0"
_'T
F OM ANY OUTSIDE AIR INTAKE CK
JI I I
J
Fl E-FIROOF INSULATION
GROOLUP
LIQUID TIGHT FLEXIBLIECONDUIT M F-21 0 M. " Ir M
engineenng*architecturo aplanning
L VENTED CURB EXTENSION 16500 NEW BARN ROAD
< SUITE 106
< MIN. 16" GA. WELDED I -EXHAUST
NOTE:
F_I
L.IC
DUCT -EXTEND MIN. OF 18" XMIAMI LAKES FLORIDA 33014
,
-R NFPA
ABOVE ROOF DECK PE
PHONE: (32�5568-4-124
'
ROOF FAX. ..(305) 826-06-il 19 9
PREFABRICATED GAL\/. STEEL E8#0004.432
H
CURB WITH INSULATION.
GREASE TRAP 6.
J
NOTUSEI) N T 15� EXHAUST FAN N33. 71 -
LC)\V VELOCI_'( DUCT
SEAL
STRAP HANG;ER _10SENECK VAN(*.;E OAKF:S
-------
INAECH. ENGINEER PE 54065
JACK D. RAUDENBUSH
STRAP FASTENIER (1'(Pl,
I I r..r '
24'x24"y 16" 2,- GAUGE SHEET METAL ARCHITECT -AR 2808
4, SUPPLY PLENUM (UNLINED) WITIH
LIZ 1 '/2" DUCT *RAP INSULATION --7
INSU�_ATEU` FLEX 0U(1,'T - Pl`.'QVID'E BUG-SC"REF N—\ FO, I
W—? F RADIUS METAL ;24
ELB(A'i \,','HERP' 18' R FLEX ELB,',)'vV
_/ / --�
CANHOIT BE MAINTANIE"D S ')R
CE: FLAN .N F('
DU(, F S_ 12-
NOTr". OURO -LAST ROOFING MEMBRANE
VIAXII`,1UM ALL( _,'0/AB..rE LENGTH OF F- i X r
"?UN',_,"JTS, V),S,JPPL ( DIF, USERS = 0". FLEX
DUCT IS NI-I'T Al!_Q�^il__.'D Olk EXI-iAUS"I RETURN
JR L' XPO�;ED DIJIC h',iORK
_31DE: CONNECTION
PERFORATED SUPPLY AIR DiFFU>ER
PE AIR DE\/ICF,`:;CHE`DULE
-- -------------
KIT(J"IHEN AREA CE.ILINU41 DIFFUIDER CONNECTION DEJ'AlL N T 6;
--------------- 3ASK J ET
15"ENTRY' CLINCHED COLLAR
TRANSITION TO ROUND SEE PLj\N3
FORSIZE AVHEHE 0(.,,r,URS,,i
BRANCH E)UCT. RECTANGULAR OR
HOUND
BUTT-ERFLY DAMPER tiVITH ARM &
LOCKING (DUADRANT,TYPICAL;
— ------ -- ----- — ----- INSULATED FLEX DUC'T - PROVIDE I
SHORT RADIUS RIGID METAL I
ELBOW WHERE 18" R FLEX ELBOW i
LOW VELOC11Y ouc,r CANNOT BE MAINTAINED
STRAP HANGER
NYLC'N STRAP FASTENER (1
TYP)
I 1/2'OUCT'NRAP INSULATION
NOTE:
MAXIM M ALL'-' P-\F3LEL-F:NG'Tr-IOi-:FLE:Y\'DU(:'F
TOP CONN E-CTION
Rt'11,10UTG TC SUPPLY DIFFUSERS = 14',0'
FLEX DUCT IS NOTALLO"NED ON FXPOSED
CONNECTION
Cy"MILING Off"FUSER 1(,*W'01MNECT10NS 3,,81, -1 --01
NoTt",
ALL COUN-rERFL.ASHII\:IG DRIP SHIELD AND EXPOSED DUCTWORK SHALL BE'
18 GA. GAL.VANI?ED SHEETMETAL ALL SOLDERED AIR -TIGHT CONSTRUCTION.
GOOSENECK FOR EXHUASTFAN N.TS. 2
GENERAL NOTEISO
1. Exhaust and SLIPPly duct collars may be field cut.
2. Exhaust duct air flow velocity shall be between 'l 500 and 2200 FPi\/I.
3. Exhaust and supply air flows must be balanced upon installation.
Fan operating *;peed should be rechecked after 60 days to ensure prop
performance. 'Static pressure values are given for the hood only and do
not inclucie ductwork. and rooftop fans.
41 1
'05PECIFICAT 10MIS
1, Hoods shall be constructed of 18 gauge stainlev; steel with # 3
polish, All unexposed surfaces shall be constructed of minimum
l8 gauge, aluminized steel.
2 Supply plenurn shall be lined with foil backed insulation to priavent
condensation.
3 UL classified alurninurn or stainless steel baffle -type filtrars shall be
easily removed for cleaning, After housing shall WrmInate in a pitched
removablegrease trough that drains into a removable stainless steel
grease cup.
4. UL listed -and NSF approved vapor prt)of Incandescent light fixtures pre-
wired to junction box at top of hood in accordance with NEC 70.
5 Hoods(s) shall be equipped with fire damper fitted to Supply duct collar.
6- Pro -piped fire Suppression systems shall be located on the top of the
hood Location may vary with each individual system.
Z
CONTRACT DATE: XX.XX.XX
BUILDING "TYPE: K -y07
PLAN VERSION, 2007-D
SITE NUMBER 297909
STORE NUMBER: 362900
KFC,
3601 ORLANDO DRIVE
SANFORD, FLOR10A
7 Hood(s) shall be fabricated in accordance with NFPA Bulletin #96 and K -Y07
shall bear the NSF Seal of Approval. Floods shall be listed under UL 710
EXHAUST' HOODS FOR COMNIERCIAL COOKING EQUIPMEENT UL File # MH1 8853,
M Ef (w" H A J h1*42 1 (0 114iAL
PTO], a NAft EMIL
NAPA' AND nuou
THIS HOOD DESIGN IS BASED UP6N 10E."TAIL's
STRATO VENT, MANUFACTURED BY:
GENERAL, VENTILATION, L.L.C.
5759TMiIMY LITTLE
DRIVE (HIGHWAY 35)
SECTION, ALABAMA 35771 'fil4almiO
PHONE 256.228 4757
PLOT DATE 10,19.07
HOOD NOTIES AND SPECT (wo.j.) 4
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.
3, CONTRACTOR SHALL 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,
7. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND
10 FEET FROM ANY OUTSIDE AIR INTAKE.
8, PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION
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 '1077 IS USED DOWNSTREAM FROM THE GAS
METER.
11. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS
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,
13. REFER TO MECHANICAL SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS.
14. ALL GAS LINES SHALL BE SUPPORTED SEE SPECS.
15, ALL FLOOR SINKS AND FLOOR DRAINS IN TRAFFIC AREAS SHALL BE INSTALLED FLUSH TO FLOOR SURFACE,
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.
'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.
'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,
20. FURNISH & INSTALL ALL BACKFLOW PROTECTION DEVICES REQUIRED BY AGENCIES HAVING JURISDICTION.
BACKFLOW DEVICES REQUIRING TESTING SHALL BE INSTALLED NO HIGHER THAN 6-0` A.F.F.
21. PROVIDE CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN, GAS PIPING TO UNITS AND ALL FINAL
CONNECTIONS REQUIRED FOR OPERATION,
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 TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY
SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR,
23. ALL WATER LINES SHALL BE RUN OVERHEAD U.O.N.
24. ALL WATER LINES SHALL BE FLUSHED PRIOR TO CONNECTING ANY FIXTURES OR EQUIPMENT.
25. PROVIDE ESCUTCHEON PLATES AND SEALANTS AT ALL UTILITY PENETRATIONS INTO WALLS, CEILINGS, AND
FLOORS, DO NOT USE CAULKS OR EXPANDING FOAM FOR SEALANTS.
GENERAL NOTES I n
PLUMBING SCHEDULE
CK
GROUP
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
z�
0
0
0
0
CONTRACT DATE:
ITEM
FIXTURE
SOIL OR
WASTE
VENT
COLD
WATER
HOT
WATER
TEMP'D
WATER
WASTE
FU
WATER
FU
DESCRIPTION
3-11-2008
MANUFACTURER / MODEL NUMBER
ECO1
EXTERIOR
CLEANOUT
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED
HEAVY CAST IRON COVER,
JOSAM / MODEL: 56000
WADE / MODEL: 6000Z
ZURN / MODEL: Z-11100
FS 1
FLOOR SINK
4"
2"
g
PVC 12" SQUARE FLOOR SINK, 8" DEEP, WITH ALUMINUM OR PVC DOME STRAINER
AND LOOSE SET PVC SLOTTED TOP GRATE. SET FLOOR SINK LIP FLUSH WITH FLOOR TILE,
JOSAM / MODEL: JPF84-PVC
ZURN / MODEL: FD-2370-PV4-DS-F
FD 1
FLOOR DRAIN
3"
2"
2
-
PVC FLOOR DRAIN, 5" DIA.
IF PVC OR ABS DRAINS ARE USED, SCHEDULE 80 PVC DRAIN PIPE SHALL BE USED
FOR THE FIRST 10'-0" FROM THE DRAIN
ZURN /MODEL: FD -2210
JOSAM /MODEL: 30003 A
WADE / MODEL: 1103
HD 1
HUB DRAIN
3"
2"
2
CAST IRON DEEP SEAL P=TRAP WITH FUNNEL, NO -HUB OUTLET AND BRASS GASKETED
CLEANOUT PLUG.
JOSAIVI / MODEL: 88213
WADE/ MODEL: 2453EF
ZURN / MODEL: Z-1019
FCO 1
FLOOR
CLEANOUT
--
-
--
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED
HEAVY CAST IRON COVER.
JOSAM / MODEL: 56000
WADE/ MODEL: 60002
ZURN / MODEL: Z-1100
CO 1
WALL
CLEANOUT
-
CAST IRON CLEANOUT TEE WITH INLET/OUTLET SPIGOT AND THREADED BRASS
PLUG, WITH STAINLESS STEEL ACCESS COVER,
JOSAM / MODEL: 58510
-WADE/ MODEL: 8560E
ZURN /MODEL: Z -11146 -BP
HB 1
HOSE BIBB
-
3/4"
2.5/1
FREEZELESS WALL FAUCET WITH INTEGRAL VACUUM BREAKER, BRONZE CASING
MAX PRESSURE OF '125 PSI, SLOPE HOSE BIBB TO DRAIN TO EXTERIOR, INSULATE PIPES IN WALL
WOODFORD / MODEL: 19
(WC =l
WATER
CLOSET
2"
'I/2"
4
2
WHITE VITREOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE,
ELONGATED BOWL, ADA COMPLIANT, '1.6 GPF, WITH OPEN FRONT SEAT LESS COVER,
OLSENITE #95 OR EQUIVALENT, FLUSHOMETER TANK: SLOAN FLLUSHMATE OR EQUAL.
PROVIDE TANK COVER LOCKS, FLUSH VALVES SHALL BE RIGHT HAND OR LEFT HAND AS
REQUIRED TO CORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL. VERIFY FLUSH SIDE
REQUIREMENTS
AM. STD, "CADET"/ MODEL: 3109.016/4098.800
KOHLER "HIGHLINE" /MODEL: K -3544-T
CRANE "ECONMISER" / MODEL: 3H839
L 1
LAVATORY
'1 'I/4"
1 1/2"
I/2"
1
1.5
WHITE VITREOUS CHINA, WALL HUNG=,, WITH CONCEALED ARMS SUPPORT, 4" CENTERS,
WITH INTEGRAL BACKSPLASH, ADA ACCESSIBLE, FLAT GRID STRAINER. FAUCET: FURNISHED
BY OWNER -INSTALLED BY G.C. SINGLE LEVER TYPE FAUCET, ADA COMPLIANT,DELTA MODEL:
#500. SEE 8/P6.0 FOR LAV SUPPORT DETAIL.
A.S. LUCERNE/ MODEL: 0355.012
KOHLER KINGSTON / MODEL: K-2005
CRANE "HARWICH" / MODEL: 1412V
S 1
HAND SINK
1-1/2"
1-1/2"
1/2"2
1.5
S-1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS.
FAUCET W/FOOT VALVE PER DETAIL 7/P6,0.
S 2
MOP SINK
3"
2"
1/2"
I/2"
;3
AERO MANUFACTURED MOP SINK, 31VIP212I&
2.25 24" x 24" x 10", FURNISHED WITH WALL PANELS,
-
S 3
3 -COMP.
SINK
INDIRECT
'1/2"
1/2"
SINK, FAUCET, DRAIN & PRE -RINSE KIT
3
S 4
PREP SINK
INDIRECT
1/2"
I/2"
SINK, FAUCET AND DRAIN
3
--
-
C61—M
GREASE
INTERCEPTOR
6"
--
--
--
--
--
PROVIDE 1,000 GALLON GREASE INTERCEPTOR OR SIZE AS REQUIRED BY AHJ,
SEE CIVIL PLAN FOR EXTERIOR GREASE INTERCEPTOR SIZE AND LOCATION.
MV 1
MIXING
VALVE
-
1/2"
1/2"
THERMOSTATIC, 125 P516, 200VF BRONZE BODY, STAINLESS STEEL PISTON LINER,
CHECK VALVES SIZE PER PIPE CONNECTIONS,
HYDROTEK SERIES HBL
LAWLER SERIES 61
LEONARD SERIES 210
WH 1
WATER
HEATER
1-1/4"
-1.1/4"
-
GAS FIRED WATER HEATER, 98.5% THERMAL EFF., 199,000 BTUH INPUT, '100 GAL. STORAGE
TANK, 239 GPH @ 100 DEG. RISE REC, RATE, 3" PVC FLUE &AIR INTAKE, ASME RTD TEMP.
& PRESS. REL, VALVE, ELECTRONIC IGNITION SYSTEM, ELETRONIC CONTROLS AND
INTEGRAL DIAGNOSTICS,
BRADFORD WHITE/ EF-100T-199E-3N(A)
-
WATTS SERIES DET
ET 1
EXPANSION
TANK
3/4"
EXPANSION TANK, STEEL, EXPANSION MEMBRANE '150 PSI, 160° F, '12 GALLON CAPACITY.
MOUNT EXPANSION TANK WITH CHECK & SHUT OFF VALVES ABOVE WATER HEATER,
AMTROL SERIES CST
WILKINS SERIES WXTP
BFP 1
BACKFLOW
PREVENTOR
VERIFY
REDUCED PRESSURE ZONE BACKFLOW PREVENTER, CAST BRONZE CONSTRUCTION WITH
1 QUARTER TURN FULL -POR "f BALL VALVES AND BRONZE STRAINER.
WATTS / MODEL: 009M20TS
WILKINS / MODEL: 975XLS
FEBCO / MODEL: 860
SA 1
SHOCK
ARRESTOR
--
'1/2"
-
STAINLESS STEEL CASING, WITH STAINLESS STEEL BELOW, PRECHARGED WITH NITROGEN
SIZED PER PDI-WH2O1
WADE / SHOKSTOP
JOSAM / MODEL: 75000
ZURN / SHOKTROL
PLUMBING SCHEDULE
CK
GROUP
INCORPORATED
engineering • architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
z�
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
AND NOTES
PLOT DATE: 2008
A. NO ROOF PENETRATIONS PERMITTED WITHIN ROOF WATER PLY. REFER TO ROOF PLAN
FOR LOCATIONS.
B. REFER TO RISER DIAGRAM ON SHEET P5.0 FOR ALL WASTE AND VENT SIZES,
C. STORM WATER PIPING IS SIZED FOR A RAINFALL OF 4" PER HOUR. ADJUST ROOF DRAIN
(RD -1) SIZE AND STORM PIPE SIZES PER THE LOCAL RAINFALL REQUIREMENTS AND BY
THE AUTHORITY HAVING JURISDICTION. PIPE SHALL DISCHARGE -OVER DRIVE-THRU
ROADWAY CURB OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION.
D. INSULATE ALL HORIZONTAL RUNS OF STORM DRAINAGE PIPING ABOVE THE CEILING OR
EXPOSED WITH 1" CLOSED CELLULAR INSULATION WITH VAPOR BARRIER JACKET THAT
CAN BE PAINTED.
E. 4" SECONDARY DRAIN OUTLET SHALL EXTEND 2" BEYOND FINISHED WALL. SEE
ARCHITECTURAL DRAWING A4.0 FOR INSTALLATION PROCEDURE AND A4.1 FOR EXACT
LOCATION OF DRAIN OUTLET,
F. COORDINATE LOCATION OF STORM WATER PIPING ABOVE CEILING WITH ALL TRADES
PRIOR TO INSTALLATION.
WASTE & VENT PLAN NOTES n
Q PROVIDE FLOOR SINK, IN LIEU OF HUB DRAIN, IF REQUIRED BY LOCAL CODE,
PROVIDE CONDENSATE LINE AND DRAIN LINE FROM ICE MACHINE TO HD / FS, PROVIDE
AIR GAP PER LOCAL CODE.
WASTE & VENT PLAN 1/4"=1'-0"
11 RUN DRAIN LINE FROM S/S DRINK MACHINE THRU WALL OP'G. TO OUTFALL AT FS
BENEATH D/T DRINK MACHINE..
12 UNDERGROUND SANITARY PIPE SHALL BE NO HUB CAST IRON FOR THE FIRST 10
FEET FROM CONNECTION TO FLOOR SINK FS -2.
Q
PROVIDE WASTE LINES FROM BEVERAGE UNIT TO HD / FS, PROVIDE AIR GAP PER LOCAL
BUILDING TYPE:
K -y07
PLAN VERSION:
CODE,
13
NOT USED
Q
PROVIDE 3/4" PVC OR COPPER CONDENSATE FROM DRAIN PROVIDED BY VENDOR TO
14
WATER HEATER CONDENSATE. SEE DETAIL 2/P6.0,
RUN INSIDE WALL AND OUTFALL AT MOP SINK/HUB DRAIN (HEAT ROPE IS SUPPLIED
WITH FREEZER CONDENSATE). EXPOSED PORTION OF CONDENSATE SHALL BE
COPPER.
15
4" ROOF LEADER DOWN FROM ROOF DRAIN. INSULATE ALL HORIZONTAL
5
PVC OR COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF, RUN ABOVE
RUNS OF STORM DRAINAGE PIPING.
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
16
4" STORM DRAIN PIPE DOWN IN WALL
PIPE SIZES.
Q ENTIRE RUN OF DRAIN LINES TO INLET OF EXTERIOR GREASE INTERCEPTOR AND
OUTLET OF INTERCEPTOR TO CONNECTION AT SANITARY MAIN SHALL BE SCHEDULE 40
PVC DWV OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
O NOT USED
® 4" VENT UP THROUGH ROOF, COORDINATE W/ STRUCTURAL.
PIPE 3 -COMPARTMENT SINK TO FLOOR SINK WITH AIR GAP PER CODE,
10 NOT USED
7m_ al-11-
OROUP
INCORPORATED
engineering • architecture *planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
E B #0004432
uo(�
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
U 6-18-08 CITY -UTILITY DEPT,
L
0
A
A
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
PLOT DATE: 2008
1 1/4" DOMESTIC WATER SERVICE,
FOR CONTINUATION, SEE CIVIL DRAWINGS,
A, WATER DISTRIBUTION PIPING IS SHOWN ABOVE FINISH CEILING. UNDER SLAB
DISTRIBUTION ALLOWED AT CONTRACTOR OPTION, COORDINATE ALL DETAILS,
B. NO ROOF PENETRATIONS PERMITTED WITHIN THE ROOF "WATER VALLEYS", REFER TO
ROOF PLAN FOR LOCATIONS,
C. REFER TO SHT P4.0 FOR ROUGH -IN LOCATIONS,
D. REFER TO SHEET P5.0 FOR WATER AND GAS ISOMETRIC DRAWINGS.
WATER &GAS PLAN NOTES Fo I
Q NOT USED
1 1/4" GAS DOWN TO WATER HEATER WITH GAS COCK, DIRT LEG AND UNION
Q 1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK.
�J I" HOT AND I" COLD WATER LINES TO WATER HEATER.
1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK.
1/2" HOT AND COLD WATER LINES DOWN IN WALL TO THREE COMPARTMENT SINK.
1/2" FILTERED WATER DOWN IN WALL TO BELOW SLAB. DO NOT INSTALL ANY JOINTS
BELOW SLAB,
I, BRACKETS,
CO. SEE
WATER & GAS PLAN 1/4"=1'-0"
15 1/21' CW DOWN IN WALL TO EXTERIOR HOSE BIBB.
16 BUNDLED SYRUP LINES TO BEVERAGE DISPENSERS S-532 & 5-533 AND FILTERED WATER
LINES TO ICE MAKERS S-511. SEE DRAWINGS A2.0, P5,0 AND P6.0.
17 1/2" FILTERED WATER DOWN IN WALL TO BUNN HOT WATER DISPENSER P-721.
18 2 1/2" CAS DOWN ALONG WALL TO KFC COOKING EQUIPMENT,
lg 2" GAS MANIFOLD ALONG WALL TO TB COOKING EQUIPMENT.
20D -1/2" FILTER WATER STUB -UP FROM BELOW SLAB TO 1" A.F,F, FOR CONNECTION TO
T HEATED DISPLAY UNIT P-001,
21) 3" PVC EXHAUST AND INTAKE FLUES FROM WATER HEATER, PIPE INTAKE THRU ROOF AND
1/2" COLD AND HOT WATER DOWN IN THE WALL TO THE MOP SINK. EXHAUST THRU REAR WALL AS RECOMMENDED BY MANUFACTURER. SEE SHEET M2,0
Q 1/2" CW DOWN IN WALL TO WATER CLOSET FLUSHOMETER TANK, AND DETAIL 2/P6.0.
c 1" GAS CONNECTION TO FRYER. PROVIDE FLEXIBLE HOSE KITAS INDICATED ON
10 REDUCED PRESSURE BACKFLOW PREVENTER LOCATED ABOVE THE CEILING IF ALLOWED ARCHITECTUAL DRAWING A2, 1,
BY LOCAL UTILITY. PROVIDE SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW
PREVENTER. PIPE RELIEF TO HUB DRAIN. VERIFY LOCATIONS WITH CIVIL DWGS. VERIFY 23 1" GAS CONNECTION TO EACH PRESSURE FRYER, 1 1/4" GAS CONNECTION TO 6 HEAD
WATER SERVICE REQUIREMENTS WITH CITY. FRYER AND 1 1/2" GAS CONNECTION TO DUAL FRYER. PROVIDE FLEXIBLE HOSE KIT AS
11 1/2" TEMPERED WATER LINES DOWN IN WALL TO LAVATORY.
12 3/4" CW DOWN TO WATER FILTER.
13 1/2" FW FROM WATER FILTER S-592 TO P-001 & P-451.FILTERED WATER CONNECTION
AFTER SECOND WATER FILTER. SEE RISER DIAGRAM ON DRAWING P5,0,
C4D 1/2" CW DOWN IN WALL TO WATER CLOSET FLUSH VALVE & R.O. SYSTEM,
INDICATED ON ARCHITECTUAL DRAWING A2,1.
24 EMERGENCY CTAS SHUT-OFF VALVE LOCATED BELOW CEILING,
_25 OPTIONAL COFFEE AND TEA MAKERS: VERIFY WITH OWNER IF REQUIRED. PROVIDE 1/2"
FILTER WATER TO EACH IF REQUIRED.
26 WATER HEATER (WH -1). PIPE CONDENSATE LINE, T&P DISCHARGE AND DRAIN PAN TO
FLOOR SINK. SEE WATER HEATER DETAIL 2/P6.0.
KEY NOTES
INCORPORATED
engineering. architecture. planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: X305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
V\850279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y07
PLOT DATE: 2006
EQUIP #
EQUIPMENT ITEM
TYPE
ELEVATION
REMARKS
EQUIP #
EQUIPMENT ITEM
TYPE
ELEVATION
REMARKS
F 1
FLOOR SINK
S 4
PREP SINK FAUCET
CW/HW
+38" A.F.F
FS 2
FLOOR SINK
EPDXY COATED CAST IRON
FD 1
FLOOR DRAIN
HD 1 �
HUB DRAIN
B 215
WATER HEATER
CW/HW
WFI 1
WATER HEATER
CVJ
S 512
ICE MAKER S/S
FV!
-
VIA SYRUP BUNDLE
WH 1
WATER HEATER
G
+15" A.F.F.
S 512
ICE MAKER D/T
FW
-
VIA SYRUP BUNDLE
WATER CLOSET
CW
+29" A.F.F
BOTH HANDICAP AND REGULAR
C 001
PRESSURE FRYER - 8 HEAD
G
+12" A.F.F.
UR I
URINAL FLUSH VALVE
CU`/
+47" A. F, F.
WALL MOUNTED
C 023
SINGLE OPEN FRYER
G
+12" A.F.F.
UR 1
URINAL WASTE STUB
W
+ 16-1/2" A.F.F.
WALL MOUNTED
C 024
DUAL OPEN FRYER
G
+12" A, F. F.
L 1
LAVATORY
TW
+20" A.F.F.
C 025
PRESSURE FRYER - 6 HEAD
G
+12" A, F. F.
L 'I
LAVATORY WASTE LINE
W
+16-1/2" A, F. F.
S-592
WATER FILTER SYSTEM
CW
+94" A.F.F.
INLET TO & OUTLET FROM FILTER
- S 1)
HAND SINK
TW
+18" A.F.F
RIM OF LAV Co) +2'-8" A.F.F.
<E72j>
HOT WATER DISPENSER
FW
+48" A, F. F.
SITS ON COUNTERTOP
=,32
MOP SINK
W
-6" A.F.F.
RECESSED IN FLOOR
P-721
HOT WATER DISPENSER
FW
+48" A.F.F.
SITS ON COUNTER TOP
=S2
MOP SINK FAUCET
CW/HW
+36" A.F,F
S 3
3 -COMPARTMENT SINK
3 -COMPARTMENT SINK FAUCET
W
CW/HW
+19" A.F.F
+38° A.F.F
-
3
,, 4
PREP SINK
W
+19 A.F.F
-
PLUMBING ROUGH -IN SCHEDULE
O HOT WATER 1. ALL DIMENSIONS TO FLOOR SINKS, FLOOR DRAINS AND HUB DRAINS ARE TO CENTER OF
FIXTURE.
® COLD WATER 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE
LOCATION OF ALL PLUMBING ROUGH -INS WITH INFORMATION PROVIDED ON THE ARCH
* TEMPERED WATER AND STRUCTURAL DWGS AND THE EQUIPMENT ACTUALLY SUPPLIED AND TO CONFIRM
THE CORRECTNESS OF ANY DIMENSIONS INDICATED HEREIN.
13 GAS
@ FLOOR DRAIN
FNIFLOOR SINK
O HUB DRAIN
♦ WASTE OUTLET
(D FLOOR CLEANOUT
Q WALL CLEANOUT
O FILTERED WATER
O VENT UP FROM UNDER SLAB
o WATER LINE THRU FLOOR,
SYMBOL LEGEND
mi
GROUP
INCORPORATED
engineering. architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
1113#0004432
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
0
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
1\J750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y®7
PLOT DATE: 2008
1/2" CW- '
1/2" TW
S 4 3
1-1/4" DOMESTIC WATER
SERVICE. FOR
CONTINUATION, SEE CIVIL
DRAWINGS.
1/2" CW
-1/2" HW
WATER ISOMETRIC N.T.S. 1 4
4" VTRJIL
�- 4" V
1-1/2"V� I
I
4" V
S 1 FS 1
2" SSS
1-1/2"V
CQ 1
12
FD 1
(2 FU)
CO 1
I6" GW (5 FU)
FCO 1 FD 1
3" GW
l (2 FU)
U01 1
4 SS 2 -WAY)
FD 1 1 (17 FU)
3" GW �` 3" GW
(2 FU) \ (2 FU)FD 1 ( S
3 GW
2" V �� HD 1 ECO 1
(2 FU) �� \ '
(9 FU) \ ��-3" GW / (2 -WAY)
6" GW (2 FU� (17 FU)
FU
(4 FUFD 1
3 (11 FU) `I 3" GW
2 SS ) 2" V FD 1 ` (2 FU) (/ /v l�
(1 FU) I 3" SS ",2 FU ) 4 VTR)
J�
WC 1 (8 FU) �� /2 2" V 1 CONDENSATE
2 1/2" V 6GW DRAIN DOWN TO MOP
3" SS i 1 \ i � � ' II (30 FU) SINK
(4 FU) 2 1/2"i (17G U) (18 FU \ \ 4 V� J 1-1/2"V
I i
611 GW
� S 2
WC 1 iT (2 FU) CO 1 �, ,�� (6 FU)
1-1 /2"V 2" V 2" V 2 -1/2" V 1'��yr �I) � Y 1 T FD '1
I i ,� I 2" V 3„ GW 6 GW �
FD 1 I 4" SS / " �{ �-(2 FU) 0 FU) i 2.. V
(4 U) (9 FU) / 3" GW 2 V FS 1 6" GW J QFC I S 1
L 1 I 3" SS r-�' (4 FU) 3" GW (6 FU)
2" SS 3" SS (5 FU) I 2" V (4 FU) CO 1
�COn1 (2 FU) I � 3�� GW F S _1 4 V 6., GW
2"SS�FS 1(2 FU) 12 (6 FU)
I 3 GW
(1 FU) S 2 (2 FU)
FD 1
HD 1
3" GW
(2 FU) CO 1
'c2
* S-512
* S-512 Fr
P-001 3-532 * \
S-532 *
1/2"
F2 1/2"
1/2" I
8
CO /NO JOINTS UNDER
P-721 > FLOOR
P-721
BUNN HOT
WATER
d--) DISPENSERS
3/4" COLD
WATER
C1� ENTIRE RUN OF DRAIN LINES ON INLET TO GREASE TRAP SHALL BE SCHEDULE 40 PVC
OR NO HUB CAST IRON AS REQUIRED BY CODE.
1/2" TEMPERED WATER DOWN IN WALL TO HAND SINK/ LAVATORY.
1/2" HOT AND COLD WATER LINES DOWN IN WALL TO PREP SINK,
THERMOSTATIC MIXING VALVE,
REDUCED PRESSURE BACKFLOW PREVENTER PER LOCAL UTILITY REQS. PROVIDE
SHUT-OFF VALVES AT BOTH SIDES OF BACKFLOW PREVENTER. VERIFY LOCATIONS
WITH CIVIL DWGS,
EMERGENCY GAS SHUT-OFF VALVE SHALL BE A MECHANICALLY OPERATED VALVE
ACTIVATED BY THE EXHAUST HOOD FIRE SUPPRESSION SYSTEM IN ACCORDANCE
WITH IBC AND NFPA.
FACTORY GAS PIPING AT ROOF TOP UNIT FOR THROUGH THE BASE PIPE CONNECTION.
SHUT-OFF VALVE SHALL BE LOCATED OUTSIDE OF THE UNIT,
Q 1/2" FILTERED WATER UP THROUGH FLOOR CAP PIPE 1"A.F.F. FOR CONNECTION TO
HEATED DISPLAY UNIT.
Q 1/2" FILTERED WATER TO HOT WATER DISPENSERS P-721. STUB OUT 1/4" LINE W/ BALL
VALVES, REFER TO INTERIOR ELEVATIONS.
10 GAS SHUT-OFF VALVE IN CEILING SPACE BY G.C.
6" SANITARY TO SEWER.
FOR CONTINUATION
SEE CIVIL DRAWINGS.—
`-6" SS
(47 FU)
NEW SEWER
SAMPLING BOX
6" SS
(30 FU)
WASTE AND VENT IS®MPTRII[' N T
FILTERED EQUIPMENT AND LINES:
S-592 - WATER FILTER
FILTERED LINE (COLD WATER)
S-512 - ICE MAKER - ABOVE SELF -SERVE BEVERAGE DISPENSER *
S-512 - ICE MAKER - ABOVE DRIVE-THRU BEVERAGE DISPENSER
S-532 - DRIVE-THRU BEVERAGE DISPENSER
S-532 - SELF -SERVE BEVERAGE DISPENSER *
FILTERED LINE (COLD WATER/HARD PIPING)
P-001 - HEATED DISPLAY UNIT
P-721 - BUNN HOT WATER DISPENSER
P-721 - BUNN HOT WATER DISPENSER
* FILTERED WATER SUPPLIED VIA SYRUP BUNDLE, SEE SCOPE OF WORK FOR
RESPONSIBILITIES.
FILTERED WATER IS®MIETRIc N T.
11 PIPE T&P RELIEF VALVE TO OUTSIDE OF BUILDING OR TO HUB DRAIN. RUN FULL SIZE
PIPE FROM VALVE WITH TYPE "K" COPPER TUBING.
12 PROVIDE TRAP PRIMERS AS REQUIRED PER CODE.
r = r
INCORPORATED
engineering • architecture *planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE; 305 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
Q 6-18-08 CITY -UTILITY DEPT.
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297900
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -yo 7
PLOT DATE: 2008
1/2" TEMPERED WATER TO
LAVATORIES
OIJI IT nL:L:VAL.VE (TYP)
METER
REMOTE —
ROOFTOP
CONDENSER
DRINK COUNTER
\LVE (TYP)
JCW
DOME'SIIC HVJ
TEMPERING VALVE N.T.S.
CONNECTION TO DRAIN PAN
FULL SIZE VENT TO ATMOSPHERE
EQUIPMENT CURB
RETURN CONDENSATE DRAIN LINE
THROUGH CURB, CONNECTTO
MAIN ABOVE CEILING AND
TERMINATE 2" ABOVE RIM OF MOP
SINK. INSULATE ALL PIPING BEYOND
THIS PENETRATION
` REMOVABLE THREADED CAP FOR
CLEAN-OUT & WINTER DRAINING
SEE WASTE PLAN FOR
CONDENSATE LINE BELOW ROOF
RTU CONDENSATE N.T.S.
QTY
MODEL a#
DESCRIPTION
1
EF100T199E3N
BWC HIGH EFFICIENCY COMMERCIAL WATER HEATER
1
MFK7
MANIFOLD KIT
1
DET12
EXPANSION TANK
1
HAL
ALARM LIGHT W/ INSTALLATION INSTRUCTIONS
1
PK100
STAND
* THE FOLLOWING IS INCLUDED IN THE MANIFOLD KIT:
QTY
DESCRIPTION
1
3/4" BLK GAS COCK
1
3/4" BLK UNION
1
3/4" BLK TEE
1
3/4" BLK CAP
3
3/4" x 2,,1/2" BLK NIPPLE
1
3/4" x 4 BLK NIPPLE
1
3/411 THD BALL VALVE
2
'1 1/2" FX UNION
6
1 1/2" CXC 90
1
1 1/2" CXC TEE
2
1 1/2" BALL VALVES CXC
1
1 '1/211 CHECK VALVES CXC
1
1 1/211 GALV_ ST 90
1
'1 '1/2" CX ST 90
1
H PT -507 1/21' P -TRAP
1
1/2" P4 SMA
1
1 1/2" x d 1/2" x 1/2" TEE COPPER
1
DIAL THERMOMETER
1
1/2" COPPER FEMALE FITTING ADAPTER
1
3" PVC 9W
1
1/211 PVC STREET 90`
1
1/211 PVC 900 ELBOW
REMOTE1/4" CO2 LINE TO PNEUMATIC SYRUP LINES, WATER LINES FOR THE
ROOFTOP \� ,� GATE REGULATOR (LOCATED CARBONATOR PUMPS, ICEMAKER WATER
�. CONDENSER BEHIND DISPENSER FRONT LINES, CO2 LINE FOR PNEUMATIC GATE AND
PANEL). PRESSURE PRESET TO PLAIN WATER FOR THE DISPENSERS ARE RIJN
30-35 MAX PSI, INSIDE THE TUBING BUNDLE.
c� c0
' _—_ 1 ROOF
~� -- REFRIGIERANT ` REFRIGERANT i I I�� - — - I I CEILING
LINES LINES
1/211-D. _ 3/F3LINETTO
ER
LINE IC:EMAK-
WATER INLET WATER INLET -
IN REAR IN REAR
I I I I I I � 1/2 x 3/8 x 3/8 "Y"
POWER POWER I III I I I PorAHLEWATER - - — 1/2 NPT X 1/2 BARB
CONNECTION IN CONNECTION IN I i I IIII 3/8LIN ESTO I I I I SOURCE
WATER FILTER
PEAR REAR I ,III uISPENSERs��I
ICI I I II I I I HAT"R iO FRA'AnY :I':'"Ni-�7 t:AF.ON\TOR � —
E ICE II I LL0lCAFaKATEPTOPRWATlY0WE\6Efl— —� 1/2' LINE
LN(:T+;-ki A0'FIER TTECO\CA eCI5FE=4SC� iGR_
MAKER MAKER I • I
DRAIN IN REAR DRAIN IN REAR I III IIISHUT OFF VALVE
III L - - - - - - I ON BANRB IT ZINGS
CORNELIUS/ - - I I IIII I_ - OUTLET
REMCOR I I IIII L
ED250 I I IIII -----
_
w
�� --Wy� I I IIII S_ N AH
To To
i*nn4 A'13' �+V
�L'1 v0•1 OBJ F':.�i
ICEMAKER ICEMAKER
IIIIIII � O i 31-ILl<c021TANK
3 RECEPT. I ('III o
js RECEP r. i 1 1 A 115/60/'12 0 I I I I I I �._i.,-,Y, ._F 11T7-V,r,E:,F,
'115/60/1 20 I I I AMPS EACH I( IIII D O
PRE SET i I AMPS EA. - I� PRE-SET Cod I I I I
CO2 I I I I REGULATOR I III F„
REGULATOR I - - I L - - 75PSI I I IIII O Cl
ICEMAKER
DRAINDISPE
DRAINNSER i I I I I I II IIII
A I I I I A R II IIII
CARBONATOR I II CARBONATOR I II IIII
SM rU
-AVER
- -
LL IF
ICEMAKER DRAIN_::�/ TYPICAL SYRUP LINE ONLY '1
FLOOR MNK DISPENSER DRAIN FLOOR MNK
SHOWN FOR CLARITY)
— —CO2 LINE
DINING ROOM DRIVE THRU BACK ROOM - - - - - - - WATER LINE
SYRUP LINE
co
0
r
WATER HEATER SCHEDULE N.T.S. I S
GENERAL NOTES:
1. OVERALL FILTER DIMENSIONS:
25-1/211 WIDE x 9" DEEP x 32" HIGH
2. SEE 2/ V2,0 AND THE SCOPE OF WORK FOR
SCOPE DEFINITIONS.
3. ROUGH -INS SHALL BE PROVIDED BY THE
CONTRACTOR.
4. INSTALLATION MUST COMPLY WITH ANY
STATE OR LOCAL PLUMBING CODES,
5, THE FILTER MUST BE PROTECTED AGAINST
FREEZING.
6, USE ONLY TEFLON (HIGH -LOW
TEMPERATURE) TAPE TO SEAL THREADED
PARTS; NO PIPE DOPE.
7. DO NOT INSTALL WHERE LINE PRESSURE
EXCEEDS 125 PSI OR WHERE
TEMPERATURE EXCEEDS 100 F.
8. SEE THE EQUIPMENT PLAN FOR LOCATION.
SEE 12/ P6,0 FOR BUNDLE DETAILS
9.
"Y" FOR ICE MACHINES SUPPLY LINES
10, SHALL BE INSTALLED @ FILTER OUTLET.
BACKFLOW PREVENTERS FOR FILTER '
11. ASSEMBLY ARE PROVIDED,
NOTE INSTALL ELECTRICAL, WATER, AND DRAIN IN
ACCORDANCE WITH ALL LOCAL, STATE & FEDERAL
CODES.
EQUIPMENT RATING:
ED250 DISPENSER - '1 15V, 3.5 AMPS
CARBONATOR -11 60 Hz, 7.0 AMPS
DRINK SYSTEM SCHEMATIC N.T,S,
CALE OUT CO2
TO ICE SPARE
MACH.
SCALE -OU
/ATER LINE TO ICE SPARE
TO CARD. MACH. /ATER LIN
ro
NON-CARB
WATER LINE ATER LIN
TO CARD. TO
NON-CARB SYRIJP
SYRUP
SYRUP
SYRUP
Z
7 -'(S
-UP YRUP SYRUP
NON -INSULATED
SYRUP BUNDLE
INCLIJDES 17
LINES
SYRUP BUNDLE CONFIGURATION N,T.s, 112
- SUPPLY MAIN FROM METER
10
BOOSTER
BUILDING TYPE:
K -y07
PLAN VERSION:
TANK
SITE NUMBER:
BOOSTER
STORE NUMBER:
SELECT DRINK/
DRAWING DATE:
PUMP
ICE FILTRATION
s592
-----------
---------------
1
F2
VALVE MANIFOLD
I
DRIVE-THRU
I
5511
ICE MACHINE
tLu
- -
SELF -SERVE
1 m
S511
ILo
T
ICE MACHINE
O
T
~ J
Z
O_
n
v'
Co mf
�
MJ
<�
U
DRIVE-THRU DRINK
<3m>
'
SYSTEM
FI
SELF -SERVE DRINK
< 5533
SYSTEM
CARBONATOR 1
5570
CARBONATOR 2
S5"10
SEE 11/P6.0 FOR PLUMBING CONNECTIONS OF
ADDITIONAL EQUIPMENT TO FILTER SYSTEM,
-------------------------
L--------------------------
1' 0 UTILITY - TOILET ROOMS/ GENERAL KITCHEN (COLD)
I POWER SOAK (%v 3 COMP, SINK N014 I
I
WATER
HEATER
B215
UTILITY - GENERAL KITCHEN
II (HOT) I
L--------------------------—
LEGEND -------------------------—LEGEND
Nxxx KITCHEN EQUIPMENT # --�— FLOW ARROW
(SHEET A2,0)
_ _ % POINT OF CONNECTION (PEPSI)
F_ SYSTEM
�- - - -1 POINT OF CONNECTION (GC)
WATER FILTRATION SCHEMATIC N.T.S.
I
FACE OF SINK
NOTE:
1/2" PIPING SHALL BE HARD COPPER
LINE, OR BRAIDED STAINLESS HOSE.
SOFT COPPER IS NOT ACCEPTABLE.
WALL
1/2" SWEAT/ 3/8" COMPRESSION
1/211 COPPER LINE FROM
MIXING VALVE ABOVE
1/2" SWEAT W/ 1/2" MALE ADAPTER
1/2" ANGLE STOP VALVE
1/211 HARD COPPER LINE TO SINK
1/2" WALL STRAP
1/2" SWEAT ELBOW
SINGLE FOOT PEDAL
.1/4" X 3" TAPCON HEX HEAD SCREW
1/2" SWEAT W/ '1/2" MALE ADAPTER
FOOT PEDAL N.T.S,
WALL
LAVATORY
FLOOR MOUNT UPRIGHT SUPPORT
4x4 WELDED BASE PLATE W/ (4) 1/2"
HILTI KWIK BOLT II OR EQUAL
FINISH FLOOR
LAVATORY SUPPOR-
ED Lu L_
�T7
Nz>O
v)
SERVICE CLEARANCES
TOP 1811
SIDES 4"
FRONT 24"
1-1/2"
—_-D
1 FLUE THRU ROOF - SEE DETAIL 20/A6.0
WATER HEATER PLATFORM PROVIDED BY W.H. MANUFACTURER.
FINISHED FLOOR
(�D THERMAL EXPANSION TANK BY WATTS - SEE PLUMBING SCHEDULE - STRAP AND
SUPPORT TO WALL
5 SCHEDULE 40 PVC, MINIMIZE TURNS AND TRANSITIONS,
GAS COCK VALVE WITH FULL SIZE DIRT LEG
Q 3/4" DRAIN WITH VALVE & CAP
Q COMBINATION TEMPERATURE AND PRESSURE RELIEF PER LOCAL CODE
Q RUN T&P DISCHARGE FULL SIZE TO HUB DRAIN
10 22" DEEP HEAT TRAP
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 9/P6.0 FOR SCHEDULE OF ITEMS PROVIDED BY W.H. MFR.
15 DRAIN PAN TO HUB DRAIN.
l 6D P -TRAP AND LINE TO DRAIN PROVIDED BY MANUFACTURER, LEAVE AIR GAP
WATER HEATER N-T,S,
ALL WORK THIS DETAIL PER DETAILS 6, 11 &'12/P6.0
FILTER LINE F1 SUPPLIES FILTER LINE F2 SUPPLIES FILTER LINE F2 SUPPLIES
BUNDLED TUBE BY PEPSI BUNDLED TUBE BY PEPSI
1. DRIVE THRU DRINK STATION 1. KFC HEATED DISPLAY 1. ICE MACHINES
2, SELF SERVE DRINK STATION 2.) WELLS HOT WATER
MACHINE
T135/620-5 WITH SCALE -OUT
HIGH FLOW WATER FILTRATION SYSTEM
KEY NOTES:
Q 3/4" COLD WATER INLET TO 1/2" COPPER LINE AND FITTINGS AT FILTER.
Q 3/4" OUTLET W/ INTEGRAL BACKFLOW PREVENTER, EQUAL TO WATTS
REGULATOR CO. SERIES 007 AND SERVICE BALL VALVE,
GENERAL NOTES:
1. OVERALL DIMENSIONS 25-1/211 WIDE x 9" DEEP x 32" HIGH
2, SEE SCOPE OF WORK FOR ADDITIONAL INFORMATION.
3, INSTALLATION MUST COMPLY WITH STATE OR LOCAL PLUMBING
CODES.
4. THE UNIT MUST BE PROTECTED AGAINST FREEZING.
5. USE ONLY TEFLON (HIGH -LOW TEMPERATURE) TAPE TO SEAL
THREADED PARTS; NO PIPE DOPE,
6. DO NOT INSTALL WHERE LINE PRESSURE EXCEEDS 125 PSI OR
WHERE TEMPERATURE EXCEEDS 100 F,
7. SEE SHT. A2.0 FOR LOCATION,
WATER FILTER SYSTEM N.T,S. 1 4
GROUP
INCORPORATED
engineering. architecture . planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-06'19
SEAL
EDUARDO L CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
DRAWING DATE:
3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -y0 7
-
0!1111 t,
DETAILS
PLOT DATE: 2008
AMERICANA
BOULEVARD
Luminaire Schedule
10-28-2007
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
Total Watts
3
A
ROTATED 2 IN 90
110000
0.720
GBR—FP-1000—MHR—CT—D180 2RTD ON 24' POLE
2160
1
B
ROTATED 2 IN 90
110000
0.720
GBR-2-1000—MHR—CT D180-2RTD ON 24' POLE
2160
O 3/4" C. - 2 #10, #10 GRD. (TYP. FOR ENTIRE CIRCUIT.)
DIRECTIONAL' IGN.
O MENU BOARD.
PYLON SIGN.
UNDERGROUND ELECTRIC SERVICE TO UTILITY CO. TRANSFORMER. REFER
TO CIVIL SHEETS FOR LOCATION AND ROUTING. VERIFY AND COORDINATE
ALL REQUIREMENTS WITH UTILITY CO.
Q UNDERGROUND TELEPHONE SERVICE. REFER TO CIVIL SHEETS FOR
LOCATION AND ROUTING. VERIFY AND COORDINATE ALL REQUIREMENTS
WITH UTILITY CO.
Q PREVIEW BOARD.
ORDER CONFIRMATION BOARD/ SPEAKER POST.
INCORPORATED
engineering • architecture planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
1::Q 4Fnnnn AQ')
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
• electrical engineer •
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 329
CORAL GABLES, FLORIDA33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER: W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -Y0 7
PLOT DATE: 2008
NATIONAL ACCOUNTS
INSTALL STANDARD PACKAGE.
SUPPLY & INSTALL NON STANDARD
COMPONENTS
YUM! BRANDS HAS DEVELOPED A NATIONAL ACCOUNT AGREEMENT WITH GE
SUPPLY FOR THE SUPPLY AND DISTRIBUTION OF ELECTRICAL SWITCHGEAR
EQUIPMENT FOR COMPANY DEVELOPMENT ONLY. FRANCHISEES SHOULD
NOT OBTAIN SWITCHGEAR FROM GES BECAUSE THE UFPC AGREEMENTS
DESIGNED TO PROTECT FRANCHISEES HAVE NOT BEEN COMPLETED. UNDER
THIS AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PURCHASE AND
INSTALLATION OF THE SYSTEMS DESCRIBED IN THE PLANS. ALL COMPANY
PROJECTS MUST CALL GENERAL ELECTRIC SUPPLY'S NATIONAL ACCOUNT
DEPARTMENT 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.
PRIMARY CONTACT: MIKE URKOWSKI
PHONE: (630) 718-6529
FAX: (630) 718-6567
EMAIL: MIKE.URKOSKICOGE.COM
THE GE SUPPLY GEAR PACKAGE CONSISTS OF SERVICE ENTRANCE,
SWITCHGEAR, MAIN PANELS, SUB PANELS, AND LIGHTING CONTACTORS.
GENERAL ELECTRIC IS ALSO ABLE TO SUPPLY A FULL LINE OF GE AND
NON -GE ELECTRICAL PRODUCTS TO COMPLIMENT THE GEAR PACKAGE.
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 PROTOYPICAL DESIGN.
WI—I.r.T.r..
UNDERGROUND FEEDERS
120/208V, 30,4W CU 22KAIC,
CURRENT TRANSFORMER (CT)
CAN AND METER SOCKET PER
SERVING UTILITY CO. SPEC.
V `T - INCOMING SERVICE LATERAL
TO UTILITY TRANSFORMER
TO PANELS "A", "B", "D", "H" & DUAL -LINE EQUIPMENT CABINET
NOTE: CONFIRM DIMENSIONS WITH SUPPLIER
SERVICE ENTRANCE EQUIPMENT ELEVATIOC
1. THERE SHALL BE U.L. LISTED SERIES RATING BETWEEN CKT. BREAKERS LOCATED ATTHE DISTRIBUTION
PANEL AND THE DOWNSTREAM 10k A.I.C. RATED CIRCUIT BREAKERS AT PANELS "A", "B", "C", "D"& "H" BASED
2X4 FLUORESCENT FIXTURE NL NIGHT LIGHT FUSIBLE DISCONNECT SWITCH ON THE MAXIMUM FAULT CURRENT AS DETERMINED ATTHE SERVICE ENTRANCE. THE NFPA-70'SIX
WITH STARTER SWITCH' MAXIMUM RULE SHALL APPLY ATTHE POINTAT WHICH THE SERVICE ENTERS THE BUILDING AS
�S CEILING MOUNTED SPEAKER FUSED DISCONNECT SWITCH DEFINED BY NFPA-70 (CURRENT EDITION IN FORCE AT THIS SITE). NOTIFY ENGINEER WHERE LOCAL
2X4 FLUORESCENT FIXTURE CONDITIONS REQUIRE ALTERNATE LOCATIONS OR SINGLE POINT DISCONNECT.
WITH BATTERY PACK WALL MOUNTED SPEAKER
NON-FUSED DISCONNECT SWITCH 2. SEE SCOPE OF WORK FOR DETAILS REGARDING OWNER SUPPLIED AND/OR INSTALLED PRODUCTS.
JUNCTION BOX GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ASPECTS OF THE PROJECT
Lr�J 1X4 FLUORESCENT FIXTURE WALL MOUNTED JUNCTION BOX PC PHOTOCELL 3. IF UTILITY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACT THE
CONSTRUCTION ENGINEER FOR A DECISION BEFORE PROCEEDING. COORDINATE AVAILABLE SHORT
® TELEPHONE OUTLET R5 RAIN SENSOR CIRCUIT CURRENT W/ LOCAL UTILITY AND PROVIDE CIRCUIT BREAKERS W/ SUFFICIENT INTERRUPTING
1X4 FLUORESCENT FIXTURE CAPACITY.
WITH BATTERY PACK DEDICATED GROUNDED OUTLET FLUORESCENT WALL MOUNT FIXTURE
$ DUPLEX GROUNDED OUTLET 4. COORDINATE CT METERING COMPARTMENT SIZE WITH LOCAL UTILITY COMPANY, THE LOCAL ELECTRICAL
DOWNLIGHT FIXTURE EMERGENCY LIGHT INSPECTOR AND THE NATIONAL ELECTRICAL CODE TO MEE(ALL REQUIREMENTS BEFORE PURCHASE
Q DOUBLE DUPLEX GROUNDED OUTLET AND INSTALLATION. NEW METER BY LOCAL UTILITY COMPANY.
SUSPENDED DOWNLIGHT FIXTURE 4� GROUND FAULT DUPLEX OUTLET < SINGLE POLE, SINGLE THROW
TOGGLE SWITCH 5. ALL WIRING SHOWN SHALL BE COPPER TYPE "T HHN/THWN" EXCEPT FEEDERS FROM UTILITY
PENDANT MOUNTED LIGHT FIXTURE ' GROUND FAULT DUPLEX W/ BOTT. HALF SWITCHED LOW VOLTAGE TRANSFORMER TRANSFORMER TO SWITCH BOARD MAY BE ALUMINUM.
GROUND FAULT DEDICATED OUTLET
TRACK MOUNTED SINGLE POLE, SINGLE THROW TOGGLE
PENDANT LIGHT FIXTUREAAA ® CEILING DUPLEX OUTLET �P SWITCH W/ PILOT LIGHT
DIRECTIONAL FIXTURE DUPLEX ISOLATED GROUND OUTLET IRI RELAY
FIXTURE, TRACK MOUNTED DOUBLE DUPLEX ISOLATED GROUND OUTLET
CONDUIT RUN, UNDERGROUND
DIRECTIONAL FIXTURE, -®- DEDICATED ISOLATED GROUND
AAATRACK MOUNTED TO 0 SMOKE DETECTOR
UNDERSIDE OF INTERIOR CANOPY �D- SPECIAL PURPOSE OUTLET
COOLER FIXTURE 0 CEILING SPECIAL PURPOSE OUTLET EXTERIOR WALL FIXTURE
it ELECTRICAL PANEL. SEE
SHEEP E2.1 FOR PANEL SCf-IED.
EXIT SIGN (WALL MOUNTED) 4 HOLD UP EMERGENCY BUTTON EI EXTERIOR DECORATIVE WALL FIXTURE
EXIT SIGN (CEILING MOUNTED) 'O' ELECTRICAL MOTOR EXTERIOR DECORATIVE WALL FIXTURE
FS -D-1 DUCT MOUNTED SMOKE DETECTOR
on SECURITY STROBE CONNECTIONTO EQUIPMENT WPG WEATHERPROOF GROUND FAULT
ELECTRICAL LEGEND
GENERAL NOTES I D
(�1_) 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".
Q 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"
"MAIN 5 OF 6"
"MAIN 6 OF 6"
CIRCUIT BREAKER #5 IN THE SWITCHBOARD SHALL BE 100A PANEL "H" SHUNTTRIP BREAKER
CONTROLLED BY HOOD'S FIRE EXTINGUISHER SYSTEM, IF QMB BOARD IS USED, PROVIDE MAIN SHUNT
TRIP BREAKER (SAME SIZE) IN PANEL "H".
Q PROVIDE 2" CONDUIT STUBBED INTO BUILDING FROM LATERAL POLE FOR TELEPHONE.
O VERIFY AVAILABLE FAULT CURRENT AT SERVICE ENTRANCE WITH THE UTILITY CO. AND PROVIDE "AIC"
RATING AS REQUIRED.
6 (3) 5/8" DIA. x 10'-0" COPPER CLAD GROUND RODS. INSTALL 10'-0" APART AND CONNECT GROUND SYSTEM
PER N.E.0 ARTICLE 250.
Q INSTALL UNDERGROUND SERVICE LATERAL TO UTILITY TRANSFORMER PER SERVING UTILITY COMPANY
SPECIFICATIONS. (3) 3"0 - 4#300 KCMIL IN EACH TO PAD MOUNT TRANSFORMER. GC/ ELECT.
CONTRACTOR SHALL COORDINATE SERVICE POLES PER LOCAL UTILITY CODE, IF ALUMINUM
CONDUCTORS ARE USED PROVIDE (3) 3"C - 4#400 KCMIL IN EACH.
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 3-1914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
• electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 333
CORAL GABLES, FLORIDA 33314
PHONE: (305) 444-4550
FAX: 305) 444-9696
SEAL
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLOF31DA
PLOT DATE: 2008
GENERAL NOTE:
LIGHTING CIFICUI-TS INSIDE THE BUILDING SHALL BE WIRED THRU
LIGhTTING CONTACTORS. REFER TO DETAILS ON SHEET" E6.0.
KEY NOTES:
PROVIDE LOCK -ON BREAKER.
Q CIRCUITS TO BE WIRED THRU EXTERIOR LIGHTING CONTROL RELAY. SEE
DETAIL 8/E6.0.
FOR PARKING LOT LIGHTS AND OUTSIDE SIGNS: PROVIDE (5) 3/4"C FROM
PANEL "B" AND STUB OUl" 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.
(D DRIVE-THRU TIMING SYSTEM: 8-200,8-250,8-251
CfjD CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAY -FRONT.
SEE DETAIL 18/E6.0.
CIRCUITS TO BE WIRED THRU THE LIGHTING CONTROL RELAY -REAR. SEE
DETAIL 14/E6.0.
PANEL'D' WILL BE SUPPLIED WITH 400A MAIN LUGS WHEN PROVIDED BY
SQUARE -D (AS SHOWN, FOR FRANCHISEE DEVELOPMENT ONLY). WHEN
G.E. PANELS ARE USED "CHE MAIN LUGS WILL BE RATED @ 600A. (EAST
REGION, COMPANY DEVELOPMENT ONLY)
PANEL TI' WILL BE SUPPLIED WITH 100A MAIN LUGS WHEN PROVIDED BY
SQUARE -D (AS SHOWN, FOR FRANCHISEE DEVELOPMENT ONLY). WHEN
G.E. PANELS ARE USED THE MAIN LUGS WILL BE RATED Cu) 125A
(COMPANY DEVELOPMENT ONLY).
GENERAL NOTES & KEY NOTES
PANEL
LIGHTING
(W)
KITCHEN EQUIP.
(W) ***
HVAC
(W)
MISCELLANEOUS
(W)
CONNECTED
LOAD
DEMAND
LOAD (W)
A
-
22341
-
14420
46991
36761
B
43358
-
-
500
44358
55232
D
-
18434
70866
20825
110125
'110125
H
600
20162
-
-
31618
20912
I TOTAL 1 44458 1 60937 1 70866 1 35745 1 233092 1 223121 1
223121 W C 120/208V, 30-4W = 648 A
LARGEST MOTOR LOAD = 1659W
LOAD KEY LEGEND
LOAD
DESCRIPTION
APPLICABLE
FACTOR
L
LIGHTING
125%
K
KITCHEN EQUIPMENT
65% ***
H
HVAC
100%
M
MISC. EQUIPMENT
100%
A&E
NO.
# WIRES
&
SIZE
GRND
WIRE
SIZE
***KITCHEN EQUIPMENT DEMAND
FACTORS PER 2002 NEC SECTION
220-20 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
CIRCUIT
NO.
GRND
WIRE
SIZE
# WIRES
&
SIZE
A&E
NO.
LOAD DESCRIPTION
o
O
-i
WATTS
TRIPw
AMPS
Lu
a-
Lu
_
a
w
a-
TRIP
AMPS
WATTS
0
O
LOAD DESCRIPTION
A&E
NO.
# WIRES
&
SIZE
GRND
WIRE
SIZE
CIRCUIT
NO.
A
B
—
C
A
B
C
B-1
#12
2 #12
-
KITCHEN LIGHTS )
L
1320
�`
�'�
20
1
A
1
20
794
,� ��
.�
L
DINING ROOM LIGHTS 5
-
2 #12
#12
B-2
B-3
#12
2 #12
-
KITCHEN, OFFICE, RR LIGHTS, EF -4 & 5 6
L
744
20
1
B
1
20<`
1200
><
L
DINING ROOM 'TRACK LTG 5
-
2 #12
#12
B-4
B-5
#12
2 #12
-
COOLER/FREEZER LIGHTS ®
L
><
800
20
1
C
1
20
:.--/ ,
.,
1350
L
DINING ROOM TRACK LTG �
-
2 #12
#12
B-6
B-7
#12
2 412
-
LIGHTING CONTROL Q�
M
500
j<,.�
�j.,�,
20
1
A
1
20
1200
/'' w
j�
L
PUB SIGN 5
-
2 #12
#12
B-8
B-9
#10
2 #10
-
OUTSIDE LIGHTS Q
L<
1584
��-
20
1
B
1
20
200
L
LED LIGHTING 2
-
2 #12
#-12
B-10
B-11
#10
2 #10
-
OUTSIDE LIGHTS Q
L
%`�~
>"�-.
1750
20
1
C
1
20l
_�
1200
L
POP PANEL 2
2#12
#12
B-12
B-13
#10
2 #10
-
OUTSIDE LIGHTS 2
L
876
�>'`
77
20
1
A
1
20
1200
�;:�
L
KFC SUNDAY DINNER SIGN 5
-
2 #12
#12
B-14
B-15
#12
2#12
-
MENU BOARD @ D/T Q
L
><
500
%'
20
1
B
30
�i�__
2160
L
PARKING LIGHTING ��
-
2 #10
#10
B-16
B-17
#12
2 #12
-
SPARE
``' _:,
_-''� ,_
0
20
1
C
2
>
j .�
2160
L
-
-
-
-
B-18
B-19
#12
2 #12
WINDOW SIGN
L
1200
`
�.�,
20
1
A
20
1080
>�"�
.� --
L
PARKING LIGHTING 0`_".�
-
2 #10
#10
B-20
B-21
#12
2 #12
-
WINDOW SIGN
L<
1200
20
1
B
2
1080
f:
L
-
-
-
B-22
B-23
#12
2 #12
-
WINDOW SIGN
L
><
1200
20
1
C
20
/"`-
—,
1080
L
PARKING LIGHTING 2 3
2 #10
#10
B-24
B-25
-
-
-
SPARE
L
-
�?
.�-'""
20
1
A
2
1080
L
-
-
-
B-26
B-27
#12
2 #12
-
KFC WALL SIGN
L
1200
><20
1
B
1
20
><
1200
.,
L
PUB SIGN
-
2#12
#12
B-28
B-29
#12
2 #12
-
KFC WALL SIGN Q
L
><
> < '
1200
20
1
C
1
20
:5::77><
1200
L
PUB SIGN 5
2#12
#12
B-30
B-31
#12
2 #12
-
KFC WALL SIGN
L
1200
20
1
A
1
20
1500%<�
� '
L
DINING ROOM TRACK LTG
-
2#12
#12
B-32
B-33
#12
2 #12
-
TRANSOM LIGHTS 2
L
><
1200
� n
20
1
B
1
20
!j!
0
j<.�l
-
SPARE
-
-
-
B-34
B-35
#12
2 #12
-
TRANSOM LIGHTS ��/
L
, �!
�,<
1200
20
1
C
1
20
/'
><
1200
L
KFC CANOPY SIGN Q
-
2#12
#12
B-36
B-37
#12
2 #12
-
TRANSOM LIGHTS 2
Q
L
1000
.�
�,j-''�
_ j<
20
1
A
1
20
1
><200 <
>
L
KFC "MUG" SIGNp
-
2#12
#12
B-38
B-39
#10
2# 10
-
PYLON SIGN Q
L
> .`
1200
><r
20
1
B
1
20
><
1200
><
L
KFC "POP" PANEL
-
2#12
#12
B-40
B-41
#10
2 #10
�-DnEcTiONAL
SIGNS
L
/"<
:><,_
1200
20
1
C
-1
20
�`
��-y
0
-
SPARE
-
-
-
B-42
6096 7628 7350 8054 7040 8190
WA FTS: BUS A 14150 LIGHTING = 43858 x 1.25 = 54823 W
BUS B '14668 OTHER LOADS (MISC.) = 500 W
BUS C 15540 TOTAL LOAD= 55323 W
TOTAL 44358 TOTAL CURRENT= -154 A
PANEL B ELECTRICAL DATA 120/208V PANEL TYPE NQOD
MOUNTING FLUSH MAINS 225A M.L.O. PHASE 30,4W
NEUTRAL BUS AMPACITY 225A GROUND BUS AMPACITY 225A
A.I.C. RATING 10 KA
LIGHTING PANEL
INCORPORATED
engineering s architecture e planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558,4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDOL.CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
electrical engineer •
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD,
SUITE 329
CORAL GABLES, FLORIDA 33314
PHONE: (305) 4444550
FAX: (305) 444-9696
SEAL
0
CONTRACT DATE:
10 28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
AND LOAD
SUMMARY
E2.1
PLOT DATE: 2008
0
A. HORIZONTAL DIMENSIONS TO J -BOXES ARE FROM FACE OF STUD TO CENTER OF BOX, J. ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE NEMA -1 FOR INTERIOR AND NEMA
U.O.N. VERTICAL DIMENSIONS TO J -BOXES ARE FROM FIN. FLOOR TO CENTER OF BOX, 3R FOR EXTERIOR. IN COASTAL REGIONS THE STANDARD FOR OUTSIDE SHALL BE
U.O.N. NEMA -4X.
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.
D. CONTRACTOR TO VERIFY UNDERGROUND CONDUIT LOCATIONS PRIOR TO POURING
SLAB.
E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THIS DATA ON THE
LOCATION OF ELECT. ROUGH -INS WITH INFO PROVIDED ON THE ARCH. AND STRUCT.
DWGS AND THE EQUIPMENT ACTUALLY SUPPLIED, AND TO CONFIRM THE
CORRECTNESS OF ANY DIMENSIONS HEREIN.
F. LOCATIONS OF ALL OUTLETS MAY BE RELOCATED TO NEAREST STUD. DO NOT CU!'
INTO STUDS.
G. FOR EXACT LOCATIONS OF KITCHEN & MECHANICAL EQUIPMENTAND POINTS OF
CONNECTION, REFER TO KITCHEN & MECHANICAL EQUIPMENT DRAWINGS AND
MANUFACTURER'S SHOP DRAWINGS.
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.
K. PER SECTION 210.8(B)(3) NEC 2002, ALL '15 AND 20A, -120V RECEPTACLES IN
COMMERCIAL KITCHENS ARE REQUIRED TO BE GFCI PROTECTED. THIS INCLUDES
ISOLATED GROUND RECEPTACLES.
L. DO NOT MEASURE/LOCATE OUTLETS ON DRAWINGS. USE DIMENSIONS PROVIDED
M. CONDUIT MAY RUN UNDER SLAB AT G.C.'S DISCRETION.
POWER PLAN
ry GENERAL M
os *1 11 111 miIi
Q REFER TO ROOF PLAN.
qui INSTALL SURFACE MOUNTED IN CONDUIT RUNNING ON KITCHEN SIDE OF
CABINETRY REAR WALL.
LOWER MAPS LINE EQUIPMENT TO BE POWERED FROM FLOOR MOUNTED
RECEPTACLES AS INDICATED ON PLAN. COORDINATE WITH MANUFACTURER'S SHOP
DRAWINGS FOR EXACT DEVICE LOCATIONS, PRIOR TO ANY ROUGH -IN WORK.
ANSUL J -BOX - LOCATE ABOVE CEILING.
LOCATED INSIDE SHELL OF HEATER.
Q CONDENSING UNIT. SEE SCOPE OF WORK.
TWIST -LOCK RECEPTACLE.
SWITCHGEAR LOCATION.
ALIGN OUTLETS ON CEILING ALONG CENTERLINE OF TABLE.
10 CONDUIT SHALL BE HARDWIRED INTO EQUIPMENT. RUN FROM A J -BOX IN THE
WALL.
11 GENERAL CONTRACTOR SHALL FURNISH AND INSTALL VERTICAL METAL CHASE TO
PRE-INSTALLED ELECTRICAL BOX, FOR POWER TO UPPER MAPS LINE EQUIPMENT.
COORDINATE EXACT LOCATION WITH MAPS LINE EQUIPMENT, AND EXACT
REQUIREMENTS WITH EQUIPMENT MANUFACTURER, PRIOR TO ANY ROUGH -IN
INSTALLATION.
12 NOT USED.
13 CONDUIT DROP FROM ABOVE SIGN ELEMENT. THIS ITEM SHALL BE HARD -WIRED.
INCORPORATED
engineering • architecture • planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX. (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
• electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD,
SUITE 329
CORAL GABLES , FLORIDA 33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
0
A
0
0
0
0
CONTRACT DATE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
81 -FE NUMBER:
297909
STORE NUMBER:
W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -Y07
PLOT DATE:
2008
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.
THE GROUND MIDST EXHIBIT THE LOWEST POSSIBLE IMPEDANCE TO MINIMIZE VOLTAGE TRANSIENTS AND NOISE.
BE SURE TO:
* USE AN INSULATED CONDUCTOR FOR THE ISOLATED GROUND WIRE.
* RUN THE ISOLATED GROUND WIRE THROUGH THE SAME CONDUIT AS THE HOT AND NEUTRAL WIRES.
* INS -FALL ONLY ISOLA-TED GROUND (IG) TYPE RECEPTACLES.
* CONNECTTHE ISOLATED GROUND WIRE TO BUILDING GROUND ONLY ATTHE 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.
DO NOT CONNECT THE ISOLATED GROUND WIRE TO THE CONDUIT, JUNCTION BOXES, THE FRAME ON A SUBPANEL, OR ANY OTHER METAL
SURFACE.
DEDICATED CIRCUITS: DEDICATED CIRCUITS REQUIRE A DEDICATED HOT AND A DEDICATED NEUTRAL THATARE NOT SHARED WITH ANY OTHER
CIRCUITS. IG RECEPTACLES MUST BE "PHASE ALIGNED" WITH THE "B" PHASE OF BUILDING SUBPANEL "A".
COMMON GROUND (EQUIPMENT GND) INSTALLED PER N.E.C.
1 — I
ISOLATED GROUND (IG) (#12 WIRE)
ISOLATED GROUND (IG) (#6 WIRE)
saw -9m gmwp_�
IG RECEPTACLE IG RECEPTACLE I
DEDICATED HOT SUBPANEL MAIN SERVICE PANEL
(OT? EQUIPMENT SERVICE
CABINET)
SEE SHEET E5.0 (HM 1 08
ISOLATED GROUND
OUTLE"T FOR D/T SYSTEM
SEE SHEET E5.0HM 03El
LINE OF WORK SURFACE
ISOLATED GROUND
OUTLET FOR PUS
SEE SHEET E5.0 P 01
UTILITY NEUTRAL
EARTH GROUND
777.—
ii
P.O.S. ISOLATED GROUND SYSTEM N.T.S.
LINE OF CEILING
VIEW 1-0 LEFT OF WINDOW
re
__ _ T
D/T WINDOW
___7
SEE SHEET E5.0 HM
(4) 1" DIA. CONDUITS
VIEW OF WINDOW
M
d
ISOLATED
GROUND OUTLET
FOR MONITOR
CEED_
—
SEE SHEET E5.0
SEE SHEET E5,0
HM 01
SEE 8HEETE5.0
1
WI � ►C
CONDUIT IN WALL Cf YP.)
SEE SCHEDULE FOR SIZE
VIEW TO RIGHT OF WINDOW
ISOLATED GROUND OUTLET
FOR D/T SYSTEM OUTLET
FOR LOW VOLTAGE
TRANSFORMER FOR D/T
TIMER.
P 05 SEE SHEET E5.0
IIM 02 SEE SFIEETE5.0
ISOLATED GROUND OUTLET
FOR LOW VOLTAGE
TRANSFORMER FOR PCB,
S 1 03 ) SEE SHEET E5.0
ISOLATED GROUND
OUTLET FOR POS and
PRINTER
P 01 SEE SHEET E5.0
f_ 04) SEE SHEET E5.0
QUAD OUTLET
T 05 SEE SHEET E5.0
V _62 SEESHEETE5,0
REFER TO COMMUNICATIONS SCHEDULE ON SHEET E5.0 FOR EQUIPMENT DESCRIPTIONS/MOUNTING HTS.
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 329
CORAL GABLES, FLORIDA 33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
0
LL
0
CONTRACT DATE: '10-28-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -YO 7
r
E3.1
PLOT DATE: 2008
F.O.
8'-o'1(+168')
t 8'-8"(+116-)
1q' -q'-(+180")
-4"(+
26'-4" (+1
31'-4" (+1
-F
A. NO CONDUIT SHALL BE FASTENED DIRECTLY TO OR THROUGH ROOFING MEMBRANE.
B. ALL CUTS IN ROOFING MEMBRANE SHALL BE MINIMAL AND IN ACCORDANCE WITH
ROOFING MFR'S AND INSTALLER'S REQS.
C. REFER TO MECH. DWGS FOR MECHANICAL EQUIPMENT ELECTRICAL REQS.
D. 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.
G. ALL CONDUITS TO AND FROM RTU SHALL BE ROUTED INSIDE OF RTU CURB.
COORDINATE WITH RTU MFR RECOMMENDATIONS.
H. REFER TO GENERAL NOTES SHEET E2.0 FOR IMPORTANT INFORMATION.
I. 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.
J. ALL OUTLETS AND J -BOXES BEHIND SIGNAGE SHALL BE RECESSED OR FLUSH WITH
BUILDING FINISH SURFACE.
K. SOME BOXES ARE LOCATED WITHIN CONCRETE POURS. INSTALL BOXES AND CONDUIT
IN SUCH LOCATIONS PRIOR TO POURING OF CONCRETE. COORDINATE WITH OTHER
TRADES.
POWER* • PLAN
PROVIDE CONNECTION FROM RETURN AIR DUCT SMOKE DETECTORS TO MECH
CONTROL CIRCUIT PER DETAIL 2/E6.0, AND FIRE ALARM SYSTEM (IF PRESENT).
Q SPECIFIED TRANE RTU IS SUPPLIED WITH THRU THE BASE ELECTRICAL
CONNECTIONS AND FACTORY INSTALLED HACK CIRCUIT BREAKER WITH
WEATHER TIGHT ENCLOSURES AND ACCESS THRU SWINGING DOOR.
Q POWER AND CONTROL ENTRY FROM BOTTOM OF UNIT.
` __) GOOSENECK TERMINATION FOR RESTROOM EXHAUST. FANS ARE CONNECTED
TO RESTROOM LIGHTING. SEE SHEET E4.0 AND MECHANICAL SHEETS.
5 1/2" C, WITH REQ'D CONDUCTORS TO J -BOX IN CEILING ABOVE ICE MACHINE.
MAKE CONNECTION TO ICE MACHINE AND CONDENSING UNIT.
REFER TO POWER PLAN FOR CONTINUATION TO COOLER/ FREEZER.
MOUNT PHOTOCELL ON NORTH SIDE OF RTU 2. CONNECT TO EXTERIOR
LIGHTING CONTROL PANEL.
CD RTU'S SHALL BE PROVIDED WITH BUILT-IN DISCONNECT, SINGLE POINT WIRING
AND CONVENIENCE OUTLET-.
9 J -BOX FOR SIGNAGE. COORDINATE LOCATION WITH SIGNAGE VENDOR. SEE
SCOPE OF WORK. CIRCUITVIA EXTERIOR LIGHTING CONTROL PANEL. REFER TO
DETAIL 8/E6.0.
10 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.
11 LED LIGHT STRIP.
12 RAIN SENSOR.
13 PIPE HOOD FOR ICE MACHINE CONDENSERS.
14 TRANSOM LIGHT, SUPPLIED WITH FIXTURE.
15 1 00V LOW VOLTAGE TRANSFORMER SHALL BE PROVIDED WITH LED STRIP LIGHTS.
CONTRACTOR TO PROVIDE NEMA 3R ENCLOSURE FOR TRANSFORMER.
Y NOTES
0
PHONE: (305) 558-4124
FAX: 305 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHrrECT-AR 2808
ELM AL ffO% Wk N AL
& ASSOCIATES
electrical engineer •
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 329
CORAL GABLES, FLORIDA 33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
0
IL
0
CONTRACT DATE: 10-28-2007
BUILDING 'TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -Y07
POWER
ROOF PLM!_�'
E3. 2
PLOT DATE: 2008
ALL
CONDUITS
SHALL BE ROUTED ALONG THE TOP CHORD
OF • OR •" OF
THE ROOF DECK
INCORPORATED
engineering + architecture. planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: 305 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD,
SUITE 333
CORAL CABLES, FLORIDA 33314
PHONE: (30.5) 444-4550
FAX. (305) 444-9696
SEAL
LIGHTING PLAN 1/4"=1'-0" I A I CONTRACT DATE: 10-28-2007
GENERAL 140TES
A. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER.
B. EMERGENCY AND NORMAL LIGHTING MARKED WITH "NL" SUBSCRIPT SHALL OPERATE
CONTINUOUSLY. PROVIDE UNSWITCHED HOTTO 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 FIOTTO 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 14 & 18/E6.0.
F. CONTRACTOR TO FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING
HARDWARE.
G. ALL FIXTURES SUPPLIED WITH LAMPS.
KEY NOTES
CONNECT TO EF -4 & EF -5. SEE M2.0 FOR EXACT LOCATION.
O FOR LIGHTING FIXTURES, CONDUIT, CONDUCTORS AND INSTALLATION
RESPONSIBILITIES, REFER TO SCOPE OF WORK.
p FIXTURE AND SWITCH FACTORY INSTALLED WITH UNIT. G.C. TO COMPLETE CIRCUITING.
EXHAUST HOOD LIGHT FIXTURES SUPPLIED WITH HOOD AND MTD IN PRE -WIRED
J -BOX. COMPLETE CIRCUITING PER DETAIL 2/E6.0.
Q COORD. J -BOX LOCATION SO IT REMAINS CONCEALED BEHIND FIXTURE. VERIFY
MOUNTING HEIGHT WITH ARCH. DWGS. SOME BOXES ARE LOCATED WITHIN CONCRETE
POURS. INSTALL BOXES AND CONDUIT IN SUCH LOCATIONS PRIOR TO POURING OF
CONCRETE. COORDINATE WITH OTHER TRADES.
CD J -BOX FOR CANOPY LIGHTS. VERIFY POINT OF CONNECTION. WIRE VIA EXTERIOR
LIGHTING CONTACTOR.
KFC "PUB SIGN": LOCATE OUTLET 8" ABOVE CEILING.
LIGHTING NOTES
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
LAMP
MOUNTING
LAMP
MOUNTING
NO.
QUANTITY
LOCATION
MANUFACTURER / CATALOG NUMBER
DESCRIPTION
VOLT
WATT
REMARKS
NO.
QUANTITY
LOCATION
MANUFACTURER / CATALOG NUMBER
DESCRIPTION
#
'TYPE
"TYPE
HT.
#
TYPE
TYPE
DINING
ACCUSERV
BLACK CYLINDER
1113016
BOTTOM
BLACK CANOPY
DINING
LOL
4'-0" BLACK TRACK
-
SURFACE 10'-0" CONNECTOR AS NEED
C
4
00533-001
FLUORESCENT
1
U-0" AFF
120
20
5 BLACK CORD
KB4
5
6004BK
120
KITCHEN
ACCUSERV
2x4 FLUORESCENT
31032%/41 K
RECESSED
8'-4" A.F.F.
PRISMATIC LENS
DINING
LOL
U-0" BLACK TRACK
-
SURFACE 10'-0" CUT FROM & TRACK.
E
10
& OFFICE
04231-010
3
GRID
120
88
NOTE F
KB6
1
6008BK '
-
11'-0" 120 CONNECTOR AS NEED
KITCHEN
ACCUSERV
2x4 FLUORESCENT
31032/741K
RECESSED
8'-4" A.F.F.
PRISMATIC LENS
DINING
LOL
U-0" BLACK TRACK
-
SURFACE 10'-0" CONNECTOR AS NEED
EMI
5
SERVING
04231-010
3
GRID
120
88
NOTE F
KB8
2
6008BK
I20 -
KITCHEN
THOMAS/DAY-BRITS
EMERGENCY BALLAST KIT
-
-
FIELD INSTALL
SERVING
ACCUSERV
DOWNLIGHT FLUOR.
UB204
RECESSED 8'-0" W/ FRESNEL LENS TRIM
EM1
5
SERVING
DEB -1
_
_
_
L
I
06211-001
RECESSED
1
HARD CLG. 120 20
RESTRM
ACCUSERV
2x4 FLUORESCENT W/
31032/741K
RECESSED
8'-0" A.F.F.
PARABOLIC LENS
DINING
ACCUSERV
DOWNLIGHT FLUOR.
UB204
RECESSED 10'-O"
EM3
2
04231-010
FLANGE KIT
3
FLANGE
120
96
NOTE F
L1
15
06211-002
RECESSED
1
120 20
DROP CLG.
11ESTRNI
THOMAS/DAY-BRITE
EMERGENCY BALLAST KIT
-
-
FIELD INSTALL
DINING
ACCUSERV
DOWNLIGHT FLUOR.
UB204
RECESSED 9'-2"
EM3
2
DEB -1
-
_
_
L2
1
06211-003
RECESSED
1
120 20
HARD CLG.
DINING
THOMAS/McPHILBEN
EMERGENCY LIGHT
WALL, TOP
10'-0" A F.F.
UNSWITCHED
DINING
ACCUSERV
DOWNLIGHT FLUOR.
UB204
RECESSED 10'-0" W/ FRESNEL LENS TRIM
EM4
3
CAX6
FROG EYE
2
120
18
'HOT'
L3
1
06211-004
RECESSED
1
DROP CLG. 120 20
DINING
ACCUSERV
LOW VOLTAGE MONOPOIN
EXN
SURFACE
MOUNTING
EXTERIOR
ACCUSERV
2 -LIGHT UP/DOWN
PAR38
WALL 8'-0" TO BOT, METALLIC GRAY FINISH
F
`1
00119-020
MOUNTED HEAD, BLACK
I
120
50
AS DIRECTED
M5
10
WALL
5247-001
WALL SCONCE
2
UON ON A4.0 120 250
DINING
ACCUSERV
LOW VOLTAGE TRACK
EXN
TRACK
MOUNTING
EXTERIOR
ACCUSERV
VAPOR TIGHT INCAND.
-
SURFACE VARIES, SEE
F1
2
00119-019
MOUNTED HEAD, BLACK
1
120
50
AS DIRECTED
N 1
5
CANOPIES
00533-007
FIXTURE W/ WIRE GUARD
1
A4.0, A4.1 120 42
KITCHEN
THOMAS/McPHILBEN
EXIT SIGN, LED
WALL
8'-4" A.F.F.
EXTERIOR
ACCUSERV
STRAIGHTARM
L163
WALL VARIES, SEE NATURAL ALUM. FINISH
U
2
DINING
CXXL3RWEM
UNIVERSAL MOUNT LED
-
120
4
S1
6
WALL
00533-009
WALL FIXTURE
1
A4.0 A4.1 120 100
DINING
THOMAS/McPHILBEN
EXIT SIGN, LED
CEILING
TOP @
TOWER
ACCUSERV 00259 -KFC
L.E.D. SIMULATED NEON
L.E.D.
WALL 19'-2" (IOP) & COMES IN U LENGTHS
GI
1
CXXL3RWEM
UNIVERSAL MOUNT LED
-
10'-0" AFF
120
4
LR
141 F T.
LEON # ACCL88R (RED)
24VDC -
16'-9" (TOP) SEE bHEETA4.1
DINING
ACCUSERV
SILVER PERFORATED
UB204
PENDANT
6-6" A.F.F.
H
I
KF4779
METAL PENDANT
1
120
20
DINING
ACCUSERVO
KFC "BUCKET'
E26
PENDANT
7'-0" A.F.F.
J�
4
00277-001
PENDANT
1
120
18
DINING
ACCUSERV
KFC CYLINDER
E26
PENDANT
U-0" A.F.F.
J6
1
00277-002
PENDANT
1
120
18
DINING
LOL
BLACK GIMBAL RING
L4458
TRACK
MOUNTING
KB
29
9023BK
TRACK HEAD
1
120
75
AS DIRECTED
DINING
LOL
Z-0" BLACK TRACK W/
SURFACE
10'-0"
CONNECTOR AS NEED
K132
3
6000BK
LINE END
-
1Z0
-
LIGHTING FIXTURE SCHEDULE
C
ALL
CONDUITS
SHALL BE ROUTED ALONG THE TOP CHORD
OF • OR •" OF
THE ROOF DECK
INCORPORATED
engineering + architecture. planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: 305 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD,
SUITE 333
CORAL CABLES, FLORIDA 33314
PHONE: (30.5) 444-4550
FAX. (305) 444-9696
SEAL
LIGHTING PLAN 1/4"=1'-0" I A I CONTRACT DATE: 10-28-2007
GENERAL 140TES
A. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER.
B. EMERGENCY AND NORMAL LIGHTING MARKED WITH "NL" SUBSCRIPT SHALL OPERATE
CONTINUOUSLY. PROVIDE UNSWITCHED HOTTO 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 FIOTTO 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 14 & 18/E6.0.
F. CONTRACTOR TO FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING
HARDWARE.
G. ALL FIXTURES SUPPLIED WITH LAMPS.
KEY NOTES
CONNECT TO EF -4 & EF -5. SEE M2.0 FOR EXACT LOCATION.
O FOR LIGHTING FIXTURES, CONDUIT, CONDUCTORS AND INSTALLATION
RESPONSIBILITIES, REFER TO SCOPE OF WORK.
p FIXTURE AND SWITCH FACTORY INSTALLED WITH UNIT. G.C. TO COMPLETE CIRCUITING.
EXHAUST HOOD LIGHT FIXTURES SUPPLIED WITH HOOD AND MTD IN PRE -WIRED
J -BOX. COMPLETE CIRCUITING PER DETAIL 2/E6.0.
Q COORD. J -BOX LOCATION SO IT REMAINS CONCEALED BEHIND FIXTURE. VERIFY
MOUNTING HEIGHT WITH ARCH. DWGS. SOME BOXES ARE LOCATED WITHIN CONCRETE
POURS. INSTALL BOXES AND CONDUIT IN SUCH LOCATIONS PRIOR TO POURING OF
CONCRETE. COORDINATE WITH OTHER TRADES.
CD J -BOX FOR CANOPY LIGHTS. VERIFY POINT OF CONNECTION. WIRE VIA EXTERIOR
LIGHTING CONTACTOR.
KFC "PUB SIGN": LOCATE OUTLET 8" ABOVE CEILING.
LIGHTING NOTES
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -Y07
PLOT DATE: 2008
HOLD-UP BUTTON SHALL BE MOUNTED
WITH THE ACTIVATION BUTTOM FACING
FO THE SIDE (MOUNT 2-1/211 BEHIND
COUNTER EDGE)
Q MUSIC SYSTEM SPEAKERS
❑0 SECURITY STROBE
0 J -BOX
2" x 4" J -BOX W/ DATA PORTS
QMOTION DEFECTOR
QDOOR CONTACT
0 DOOR CONTACT (LINKED TO AUDIO/
C2 VISUAL ALARM)
V "SOUND ALERT" DEVICE
KP KEYPAD (MTD AT 48" A.F.F.)
AS ALARM SIREN ABOVE CLG
HBUMP PAD
aFS HOOD FIRE SUPPRESSION SYSTEM
PULL STATION
COMMUNICATIONS LEGEND
A. SUPPLY AND INSTALL OUTLETS AND CONDUIT FOR OWNER' UPPLIED 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.
B. SEE ShTTS. E3.0 AND E3.1 FOR ELECT. INFO ON POS, SECURITY SYSTEM, CCN SYSTEM,
(OFFICE) COMPUTER, DRIVE-THRU TIMER AND DRIVE-THRU COMMUNICATION SYSTEM.
C. THIS PLAN INCLUDES CONDUITS AND J -BOXES FOR POS, SECURITY SYSTEM, CCN
SYSTEM, (OFFICE) COMPUTER, 'TELEPHONE SYSTEM, MUSIC SYSTEM, DRIVE=THRU -TIMER
AND DRIVE=THRU COMMUNICATION SYSTEM.
D. 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
COMMUNICATIONS IONS PLAN 1/4"=1'-0"
PHONE: 305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 3191
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 329
CORAL GABLES, FLORIDA 33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
CONTRACT DA -TE:
EQUIPMENTITEM
ELEVATION
REMARKS
COM. #
2007-D
SITE NUMBER:
297909
EQUIPMENTITEM
ELEVATION
REMARKS
hl 01
UNDER COUNTER HOLD-UP BUTTON
S 03
J -BOX SECURITY SYSTEM
+24" A.F.F.
2X4 J -BOX W/ (1) 1/2" CONDUIT TO ABV. CLG. FOR HOLD-UP BUTTON SIGNAL WIRE
H U2
WALL MOUNTED HOLD-UP BUTTON
+18" A.F.F.
2x4 J -BOX FLUSH MOUNTED IN WALK-IN WALL BY COOLER MANUFACTURER WITFI 1/2" CONDUIT TO OUTSIDE
OF COOLER NEAR KITCHEN CEILING. SECURITY SYSTEM INSTALLER TO INSTALL HOLD-UP BUTTON FACING
DOWN AND RUN WIRING
J -BOX SECURITY SYSTEM
+84" A.F.F.
2X4 J BOX W/ COVER & (1) 1/2" CONDUITTO ABOVE CEILING.
S 05
J -BOX SECURITY SYSTEM
+24" A.F.F.
2X4 J -BOX W/ 3/4" CONDUIT TO ABOVE CEILING.
HM 01
D/T J -BOX
+96" U.O.N.
4X4X4" DEEP (MIN.) J -BOX BLW. CEILING W/ (1) 2-1/2" CONDUITTO HM -02 & HM -07. SEE GET.16/E3.1
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.
HM 02
D/T TIMER J -BOX
+66" A.F.F.
4X4X4" DEEP (MIN.) J -BOX @ D/T TIMER W/ (1) 2-1/2" CONDUIT TO HM -01 & (1) 1"CONDUIT TO HM -04.
SEE DET. 16/E3.1.
CS 171)
J -BOX SECURITY SYSTEM
TOP OF JAMB
2X4 J -BOX W/ (1) 1/2" CONDUIT TO ABOVE CEILING FOR DOOR CONTACT.
S 08
"SOUND ALERT" DEVICE
B.O.CEILING
CONNEGTTO SECURITY SYSTEM.
HM 03
D/T BASE STATION J -BOX
+72" A.F.F.
4X4 J -BOX @ D/T BASE STATION W/ (1) 1" CONDUITTO HM -08 & HM -04. SEE DEI.16/E3.1.
69
SECURITY STROBE LIGHT
B.O. CEILING
CONNECT TO SECURITY SYSTEM.
HM U4
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 -03, (1) 1" CONDUIT -f0 PICK-UP WINDOW D/T
LOOP, AND (3) 1" CONDUITS TO D/T MENU BOARD. SEE DET. 16/E3.1.
S 10
ALARM SIREN
ABV. CEILING
CONNECT TO SECURITY SYSTEM
S 11
MOTION DETECTOR
+78"
STUB 1/2" CONDUIT
HM 07
D/T J -BOX
D/T J -BOX
IRRIGATION TIMER
+108" A.F.F.
+96" A.F.F.
+80" A.F.F.
2X4 J -BOX ABV. CEILING W/ (1) 2-1/2" CONDUIT TO HM -01 & (1) 1" CONDUITTO HM -08. SEE DET. 16/E3.1.
2X4 J -BOX BELOW CEILING W/ (1) 1" CONDUIT TO HM -03 & (1) 1"CONDUIT TO HM -07. SEE DEI -.16/E3.1.
4X4 J -BOX W/ 1" CONDUITTO IRRIGATION VALVES.
HM 08
S 12
J -BOX SECURITY DVR
+42" A.F.F.
2X4 J -BOX FOR SECURITY DVR.
IR U1
(TFOD
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.
M U1
SPEAKER, CEILING MOUNTED
CEILING
SPEAKER WIRING FROM SPEAKERS IN DINING ROOM TO AMPLIFIER IN OFFICE. FOR EXACT LOCATION OF
SPEAKERS, SEE LIGHTING PLAN SHEET E4.0.
T 02
SECURITY SYSTEM PHONE JACK
+106" A.F.F.
2X4 J -BOX ADJACENT TO S-02 W/ RJ -31X PHONE JACK.
M U3
MUSIC SYSTEM J -BOX
+60" A.F.F.
4X4 J -BOX W/ COVER AND W/ 1/2" CONDUIT TO ABV. CEILING FOR MUSIC SYSTEM. FOR RECIEVER, AMPLIFIER
& SPEAKERS SEE SCOPE OF WORK
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.
O 01
(4) 1" DATA CONDUITS
U.G.
FROM MENU BOARD/SPEAKER POST TO ABOVE CEILING FOR OCB AND D/T COMM. SYST. SEE DET. 16/E6.0.
f 05
POS PHONE JACK
+24" A.F.F.
2X4 J -BOX W/ 1" CONDUIT TO ABOVE CEILING.
CLOSED CIRCUIT TELEVISION (CCTV)
THE STANDARD CCN SYSTEM WILL CONSIST OF (2) CCTV MONITORS, (1) W/ WALL BRACKETS AND (3)
MINI -DOME CAMERAS MTD. TO BTM OF MENU BOARD BULKHEAD.
P J761
POS J -BOX
+24" A.F.F.
2X4 J -BOX W/ 3/4" CONDUIT TO ABOVE CEILING
P U2
KITCHEN MONITOR J -BOX
@ CLG.
2X4 J -BOX FLUSH a CEILING. FOR M.A.P.S. LINE MONITOR J -BOX
(P_F_03)
KITCHEN MONITOR J -BOX
+84" A.F.F.
2X4X4" DEEP (MIN.) J -BOX W/ (1) 3/4" CONDUITTO ABOVE CEILING.
N 01
CCTV MONITOR
+126" A.F.F.
2X4 J -BOX W/ (1) 1/2" CONDUIT TO ABV. CLG.
P U4
BUMP PAD J -BOX
+24" A.F.F.
2X4 J -BOX W/ (1) 3/4" CONDUIT TO P-05.
TV 02
SECURITY CAMERA
+96" 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 BACKSIDE OF BULKHEAD.
P 05
KITCHEN MONITOR J -BOX
+80" A.F.F.
2X4 J -BOX W/ (1) 3/4" CONDUIT TO P-04 AND (1) 3/4" CONDUIT TO ABOVE CEILING.
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)
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.
V 02
CREDIT CARD READER (VSA -f)
+24" A.F.F.
2X4 J -BOX W/ 1/2" CONDUIT TO ABOVE CEILING FOR ETHERNET CABLES.
S 02
J -BOX SECURITY SYSTEM
+106" A.F.F.
4X4 J -BOX ADJACENT TO T-02 W/ (1) 2" CONDUIT TO 5-01.
COMMUNICATIONS ROUGH -IN SCHEDULE
�
PHONE: 305) 558-4124
FAX: (305) 826-0619
EB#0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 3191
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
& ASSOCIATES
electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 329
CORAL GABLES, FLORIDA 33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
CONTRACT DA -TE:
10-28-2007
BUILDING TYPE:
K -y07
PLAN VERSION:
2007-D
SITE NUMBER:
297909
STORE NUMBER:
W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -Y07
A
TIONS PLAN
PLOT DATE: 2008
TOP OF SLAB
ELECTRICAL
METALLIC
TUBING
RIDID STEEL
CONDUIT
THRU SLAB
SLAB
SAND
GRAVEL
EARTH PAD
NOTE: GREEN GROUND WIRE
REQUIRED IN ALL CONDUITS, SIZED
PER N.E.C. REQUIREMENTS.
LIGHTING CONTROL
SWITCH IN MGR.'S
FROM ELECTRICAL PANELS OFFICE OR AS
1 1 l 1 J SHOWN
CIRCUIT BREAKER
ELECTRICALLY HELD
RELAY W/1 20V COIL
AND 20AMP
CONTINUOUS DUTY
"FC' LIGHTING CONTACTS
120V (TYP
"PANEL-_" C T T T T _F )
-11 12 13
7\
14
15
16
17 1
O 0 W
Cl
p
p
Co Co
Z Z y
y
Z
Z
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W
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m
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C
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NOTE:
Om
SEE E3.1
FOR
LOCATION
r
La -un; '1 f \ l •' +►i ►`&L: •], ■ :i', -I 1w1y i[m* 4] ►1 II
(1)
ME
0)
CC
SEQUENCE OF OPERATION:
WHEN SPST SWITCH IS IN THE DOWN POSITION (OFF), RELAY "LC"
CONTACTS SHALL ENERGIZE, DISABLING POWER TO THE KITCHEN
LIGHTS, SERVING AREA LIGHTS, REST ROOM LIGHTS, WALK-IN
REFRIGERATION LIGHTS, AS WELL AS RELAYS "R3" AND "BC"- IN
ADDITION:
CONTACT LC -7 SHALL ENABLE THE EXHAUST FAN CONTROL
RELAY "113" TO SENSE THE "OCCUPIED" OR "UNOCCUPIED" CONDITION
(REFER TO DET. 2, SHT E6.0 FOR SEQUENCE OF OPERATION).
ACTIVATION OF RELAY "BC" (BLOWER CONTROL) SHALL CAUSE THE
CORRESPONDING TERMINALS ON ALL ROOF TOP UNITS TO START
THE BLOWERS ON RTU -1 AND 2. EACH RTU BLOWER MOTOR SHALL
RUN CONTINUOUSLY UNTIL EITHER "BC" IS DEACTIVATED BY TURNING
OFF THE KITCHEN LIGHTS OR WHEN A SMOKE DETECTOR ON AN
INDIVIDUAL SHALL SHUT THAT UNIT DOWN INDIVIDUALLY AS
REQUIRED BY NFPA.
SPST SWITCH
IN MGR.'S OFFICE, REFER TO PANEL BOARD
OR AS SHOWN. INSTALL SCHEDULES CIRCUIT
INVERTED BREAKERS
TYP)
7` NORMALLY CLOSED
ELECTRICALLY HELD,
120 VOLTAC 20 AMP
CONTINUOUS DUTY
LIGHTING CONTACTOR
LC -11 12 13 14 15 16 , 7 8
120V
PANEL "B"
CD 7�
7\
n
Co
M
WHERE REQUIRED BY
O
D
n
n
24 VAC
LOCAL CODE. WIRE TO
®
J2-3
—TO RELAY "BC"
+
Z m
m
m
m
G) z
z
UPON DETECTION OF
m r'
m
m X
Co
m
D
MNm
5J
Om
�
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r
G)
r
-c
S
M
"BC"
RTU BLOWERC
CONTROL
RELAY
NOTE:
SEE E3.1 FOR LOCATION
A 10
TYPE I HOOD EXHAUST
FAN CONTROL
R3� F------ ._._ — -5
��. _E_ _T -G- (SEE 2/E6.0)
-moi °-
—�- —R31y j-4— TO DETAIL 3
ON SHEET
TO TO E6-�
SPARE SPARE RTU -2 RTU -1
r—
BC -14 13 12
REFER TO
NOTES �FO DETAIL 3
ABOVE ON SHEET
E6.0
THIS INTERLOCK SYSTEM IS INTENDED TO MAKE AVAILABLE A
FULL VOLUME OF OUTSIDE AIR TO THE BUILDING WHEN ALL
EXHAUST FANS ARE ACTIVATED BY THE "OCCUPIED" RELAY.
SEQUENCE OF OPERATION:
OCCUPIED:
ALL KITCHEN EXHAUST FANS SHALL RUN WHEN "R3" IS
ENERGIZED INDICATING AN "OCCUPIED" CONDITION, AN
AUXILIARY CONTACT IN EACH EXHAUST FAN MOTOR
STARTER SHALL CLOSE, TURNING ON THE CORRESPONDING
HOOD WORK LIGHTS, INDICATING THAT THE EXHAUST FAN
STARTER HAS BEEN ACTIVATED.
SPACE THERMOSTAT SENSORS SHALL CYCLE ROOF TOP
UNITS TO MAINTAIN "OCCUPIED" SPACE TEMPERATURES.
BLOWER MOTORS SHALL OPERATE AS NO -FED IN DETAIL 14,
SHT E6.0.
UNOCCUPIED:
KITCHEN EXHAUST FANS SHALL CEASE OPERATION WHEN
RELAY "R3" IS DE -ENERGIZED CORRESPONDING TO TURNING
OFF THE LIGHT SWITCH IN THE KITCHEN. SPACE
THERMOSTATS SHALL CYCLE ROOFTOP FANS AND HEATING
OR COOLING TO MAINTAIN "UNOCCUPIED" SPACE
TEMPERATURES.
EMERGENCY OPERATION: UPON ACTIVATION OF ANY HOOD
FIRE SUPPRESSION RELAY, A RELAY IN THAT FIRE
SUPPRESSION SYSTEM SHALL CAUSE THE SHUNT TRIP
CIRCUIT BREAKER IN PANEL "H" TO OPERATE, THUS
REMOVING POWER FROM ALL DEVICES CONNECTED TO THAT
PANEL. EXHAUST FANS SHALL NOT BE AFFECTED BY THIS
ACTION AND SHALL CONTINUE TO BE CONTROLLED BY THE
"OCCUPIED" OR "NON -OCCUPIED" CONDITIONS LISTED ABOVE.
HARDWARE SPECIFICATIONS: HOFFMAN A -HE SERIES WITH
HINGED COVER AND CYLINDER KEY LOCK SET. RELAYS:
SQUARE -D CLASS 8501, R343, V20 WITH SOCKET BASE.
SEE DETAIL 14, SHEET E6.0
..LC..
C
NEUT
SEQUENCE OF OPERATIONS:
* SET TIME CLOCK FOR THE HOURS THE STORE
WILL BE OCCUPIED- COORDINATE WITH OWNER'S
REPRESENTATIVE.
* ADJUST PHOTOCELL TO ACTIVATE WHEN
AMBIENT LIGHT APPROXIMATES DUSK -
COORDINATE WITH OWNER'S REPRESENTATIVE
* SET BOTH SWITCHES TO THE "AUTOMATIC"
POSTITION. SIGNS AND LIGHTS WILL NOW BE
ENERGIZED WHEN THE TIME CLOCK INDICATES THE
STORE IS OCCUPIED AND THE PHOTOCELL
INDICATES LOW LIGHT LEVELS.
* WHEN THE STORE CLOSES BUT IS STILL
OCCUPIED, THE SIGNS/ BUILDING LIGHTS SWITCH
SHOULD BE TURNED TO "OFF" TO EXTINGUISH
THESE LIGHTS.
* WHEN THE CREW LEAVES THE TIMECLOCK WILL
TURN OFF ALL EXTERIOR LIGHTS - THE 30 MINUTE
DELAY TIMER IS USED TO PROVIDE POWER TO THE
SITE LIGHTS FOR ENOUGH TIME TO ALLOW THE
CREW TO LEAVE SAFELY.
FAN CONTROL
RELAY
AFTER COMPLETION AND-IESTING OF THE INTERLOCK
SYSTEM SHOWN BELOW, BUT BEFORE PUTTING IT INTO
OPERATION, PROGRAM THERMOSTATS FOR RTU1 AND
RTU2 TO INITIATE "OCCUPIED" TEMPERATURE SETTINGS
AT TIME OF ARRIVAL OF FIRST EMPLOYEE OR MANAGER
(APPROXIMATELY 8.-00 A.M.).
NOTES:
1. REFER TO THE ELECTRICAL ROOF PLAN, SHEET E3.2
FOR UNIT LOCATIONS AND FURTHER ELECTRICAL
REQUIREMENTS.
2. REFER TO THE MECHANICAL SCHEDULES ON SHEET
M1.0 FOR ELECTRICAL REQUIREMENTS.
RTU TERMINAL STRIP
(LTB1) SMOKE DETECTORS
LOCATED IN RETURN AIR
-REMOVE DUCTS. INCLUDE IN
® 02
JUMPER SUPPLY DUCTS ONLY
®EZ120
WHERE REQUIRED BY
n0
L\
0 09
LTB -3 72A(PR)
J1 8 J2-2
24 VAC
LOCAL CODE. WIRE TO
®
J2-3
—TO RELAY "BC"
+
SHUTDOWN AC UNITS
01�
SHEET E6.0
'10-28-2007
K -y07
2007-D
297909
W750279
J2-5
UPON DETECTION OF
006
®15
SMOKE.
mmm
AN 107M
® 131 —1 ALARM
CONTACTS
12.5-20 TON VOYAGER UNIT
SMOKE DETECTOR
NEUT (D-23)
120v SPARE CIRCUIT
PAN
�—, PHOTOCELL
-FORK #2101, MOUNT
FACING NORTH.
CALIBRATE TO OPERATE
WHEN AMBIENT LIGHT
APPROXIMATES DUSK.
COORDINATE WITH
OWNER'S
REPRESENTATIVE
TIMECLOCK
TORK #1101
MOUNT ON WALL ABOVE
ENCLOSURE
SITE LTS.
20A HAND -OFF -
AUTOMATIC (HOA)
SWITCH. MOUNT IN
ENCLOSURE
NORMALLY OPEN
ELECTRICALLY HELD
RELAY WITH 120V COIL
AND 30 AMP CONT. DUTY
CONTACTS
FOR BUILDING LIGHTS
AND SIGNAGE
MOUNT IN ENCLOSURE
30 MINUTE TWIST TIMER
FOR PARKING LOT LIGHT
DELAY
MOUNT IN ENCLOSURE
20A HAND -OFF -
AUTOMATIC (HOA)
SWITCH. MOUNT IN
ENCLOSURE
NORMALLY OPEN
ELECTRICALLY FIELD
RELAY WITH 120V COIL
AND 30 AMP CONT. DUTY
CONTACTS
FOR SITE LIGHTS
MOUNT IN ENCLOSURE
H-27
120V
H-27
NEUTRAL
PANEL H
FEEDER
11 BREAKER
INSTALL SHUNT
I �I IN
CIRCUIT
L—�
BRFAKER
PANELH'PER
PANEL H NEUTRAL
HOOD FIRE
KTINGUISHER
CONTACTS
12.5-20 TON VOYAGER
UNIT
(ROOF TOP UNIT)
J1
n0
L\
CTI J2-1
LTB -3 72A(PR)
J1 8 J2-2
P7.8
0
J2-3
—TO RELAY "BC"
ON DETAIL 14,
J2-4
SHEET E6.0
'10-28-2007
K -y07
2007-D
297909
W750279
J2-5
J2-6
COIL TERMINAL
OF FAN
CONTACTOR —�#64A
iwO RELAY'BC"
ON DETAIL 14,
SHEET E6.0
RTUNFAN INTERLOCK N.T.S. 3
11144CORPORATE®
engineering . architecture *planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX: (305) 826-0619
EB//0004432
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
jut
& ASSOCIATES
• electrical engineer
CA0007454
VICTOR G. MARINA, P.E.
ELECTRICAL PE0048539
717 PONCE DeLEON BLVD.
SUITE 329
CORAL GABLES, FLORIDA 33314
PHONE: (305) 444-4550
FAX: (305) 444-9696
SEAL
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -YO
PLOT DATE: 2008
n0
L\
A
0
0
0
0
CONTRACT DATE:
BUILDING -TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
'10-28-2007
K -y07
2007-D
297909
W750279
KFC
3601 S ORLANDO DRIVE
SANFORD , FLORIDA
K -YO
PLOT DATE: 2008
I�
2 WAY
C.O. T
2 WAY
C.O.
• ♦ FT -17,
SINGLE
ONE MANHOLE PER
COMPARTMENT
— MANHOLE COVER
& FRAM L
2 WAY
CA, TEE
2 WAY
C.O.
INLET
2 1/2" MIN.
I a I
N �0 4 I
I N I
—-...---�
2/3 LENGTH 1/3 LENGTH
BAFFLE REQUIRED
TOPS OF INLET AND OUTLET TEES SECTION
ARE LEFT OPEN FOR VENTING
TEES SHALL BE TWO-WAY
CLEANOUT TYPE ALL MAN HOLES
AND CLEAN OUTS MUST BE
BROUGHT TO GRADE
NO SMALLER
THAN INLET
PIPE MIN. 4"
GRADE
OUTLET TO
SEWER
BITUMINOUS EPDXY COATING ON
INTERIOR SURFACE
TANK MUST BE RATED TO
WITHSTAND VEHICULAR TRAFFIC
OIL & GREASE
INTERCEPTOR DETAIL Q
(PER CITY OF SANFORD
UTILITY DEPARTMENT)
EXIST. FIRE
HYDRANT TO
REMAIN
SITE UTILITY PLAN
NOT PLATTED
COMMERCIAL
ESTABLISHMENT
GRAPHICGRAPHIC SCALE
( IN FEET )
1 inch = 20 ft,
SEPARATOR OR
INTERCEPTOR
PLAN VIEW
NOTE:
DEPTH WILL VAY ACCORDING TO THE
DEPTH OF THE SEWER SERVICE.
SEMINOLE CENTRE
PLAT BOOK 62, PAGES 39-40
IJ
CENTERUISIE 15' WATERLINE
EASEMENT, ORB 1795, PG.142
CT
/� a
f�
-t-
EXIS 6" SAN
SEV, LATERAL
POINT OF
CONNEC T)N AT
EXIST. LATRAL
�---�- TRASH ENCLOSURE SAAB
TO BE 6" MIN ABU`,E
SURROUNDING GRaQS
SEWER SAMPLING BOX
0
MANHOLE COVER LABEL
AS "SAMPLING BOX"
n
.4 .
6" RUBBER
BOOT TYPE
co
36'
48'
SECTION VIEW Q
2
SEWER SAMPLING BOX
PER CITY OF SANFORD
UTMIDL DEPARTMENT)
-11
° w
h
c
CONCRETE /
FLUME
EXIST. 10"0 S N SEWER
SEMINOLE CENTRE
e:::� PLAT BOOK 62, PAGES 39-40
LOT 2
/ NOTES:
1. ALL HYDRANTS TO FALL WITHIN 2 FEET OF CURB,
STEAMER CONNECTION TO FACE ROADWAY.
2. LANDSCAPING SHALL NOT OBSCURE FIRE HYDRANT
NOR SPRINKLER STANDPIPE WYES.
3. BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
ROADWAY.
4. ALL GLEAN—OUT IN �RNFFI
EWAYS TO HAVE TRAC
BEARING CAPS USC 7605 VALVE BOX).
5, ON—SITE SANITARY SEWER TO BE PRIVATELY 14AINTAINED.
6, CONTRACTOR TO VERIFY INVERTS AND EXACT LOCATION
OF UTILITIES PRIOR TO COMMENCING WITH WORK.
7.. MINIMUM SLOPE OF SANITARY WASTE = 19:.
8. CONTRACTOR TO PROMDE CLEANOUTS AT EACH CKANGE
OF DIRECTION OF SEWER UNE AND AT INTERVALS
NOT TO EXCEED 70FT.
9. NO SOLVENT WELD SHALL BE USED.
f7K
GRON Im
INCORPORATED
engineering • architecture .planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558-4124
FAX (305) 826-0619
EBEB#0�32
cl�
SEAL
EDUARDO L. CARCACHE
CIVIL ENGINEER -PE 31914
JACK D. RAUDENBUSH
ARCHITECT -AR 2808
NO. DATE DESCRIPTION
Q 4-16-08 CITY
6-18-08 CITY -UTILITY DEPT,
0
Q
0
CONTRACT DATE: 10-18-2007
BUILDING TYPE: K -y07
PLAN VERSION: 2007-D
SITE NUMBER: 297909
STORE NUMBER: W750279
DRAWING DATE: 3-11-2008
KFC
3601 S ORLANDO DRIVE
SANFORD, FLORIDA
K -y07
SITE UTILITY'
LAN
C-3
PLOT DATE: 2008