1. business and industrial
2. construction

6"X6" PRESSURE
TREATED WOOD POSTS
2"x8" CEDAR RAILS
4"
SPACING
12'-0" SPACING
FENCE ENCLOSURE - TOP VIEW
BOLLARD NOTE:
NUMBER OF BOARDS WILL VARY
DEPENDING ON SPACE BETWEEN BOARDS
AND ACTUAL WIDTH OF BOARDS.
CONCRETE FILL
6"Ø X 1/8" PAINTED STEEL
BOLLARD FILLED SOLID
WITH CONCRETE
SLOPE TO GRADE MIN
1/4" PER FOOT
PREMOULDED JOINT
FILLER
GRADE LEVEL
24"Ø POURED
CONCRETE PIER
FOOTING
8
2'-6"
1'-0"
PAVING (SEE PLAN)
1/2" PREMOULDED JOINT
FILLER AT PAVING
TOOLED EDGES
CONCRETE APRON W/
REINF
#4 DOWEL @ 18" OC
1.4 X 1.4 X 6 X 6 WWF
2'-0"
GRAVEL BASE
CONCRETE APRON DETAIL
Scale: 1" = 1'-0"
3/8" WD x1 1/4" DEEP
SAWCUT CONTROL JOINT
CONCRETE APRON W/
W2.9xW2.9 6"x6" WWF
COMPACTED GRAVEL BASE
COURSE REF STRUCTURAL
TYPICAL CJ DETAIL
Scale: 1" = 1'-0"
GATE POST
COLLAR WELDED ALL AROUND POST
HINGE COLLAR W/ GREASE FITTING
1/2" THICK STL
PLATE -SLOTTED
4"
GATE POST
1/2" THICK STL
PLATE -SLOTTED
STL BOLTS & WASHERS STL BOLTS
HINGE COLLAR W/ GREASE FITTING
COLLAR WELDED ALL AROUND POST
Scale: 1" = 1'-0"
GATE HINGE DETAIL
4"
STL BOLTS
& WASHERS
ELEVATION
9
SECTION
6"
1"x6" CEDAR FACE
BOARDS
Scale: 1/2" = 1'-0"
FENCE ENCLOSURE - REAR VIEW
BOLLARD DETAIL
1'-6"
6"X6" PRESSURE
TREATED WOOD POSTS
2"x8" CEDAR RAILS
5
Scale: 1/8" = 1'-0"
2"
7
Scale: 1/2" = 1'-0"
8'-0"± GATE 1.9" O.D. GALV FRAME W/ 4" x 8' HIGH
CEDAR SLATS ATTACHED W/ SELF TAPPING SCREWS.
PROVIDE HINGES AND LATCH W/ EYE FOR PADLOCK.
GATE LOCK W/ FLAT MOUNT & ADA STYLE LEVER
SWING GATE WHEEL AT EACH GATE
3
3"
6"
3"
1"x6" CEDAR FACE
BOARDS
(2) 801 X 1 12" GALV.
NAILS (TYP.)
1'-10"
GATE POST
(TYP)
Scale: 1/4" = 1'-0"
4'-0"
3'-6"
6
12'-0" SPACING
Scale: 1/2" = 1'-0"
6'-0"
18'-0"
•
1'-0"
4"
6"X6" PRESSURE
TREATED WOOD POSTS
2'-4"
18'-0"
FENCE ENCLOSURE - FRONT VIEW
6'-0"
DUMPSTER
CONC APRON
COORDINATE
WITH CIVIL
LINE OF PIER
BELOW
PIVOTING CANE BOLT FABRICATED
FROM 1/2" DIA STL ROD
8'-0"
2'-6"
GATE ELEVATION
PROVIDE 3/4" DIA 4" DEEP SLEEVES IN
CONC PAVEMENT FOR CANE BOLTS
2
48" MAX
2"x8" CEDAR RAILS
4
1'-10"
DUMPSTER
PROVIDE STEEL
RECIEVER SLEEVE SET
IN CONC @ CANE BOLT
8
A0-01
17'-6"
@ GATE
DUMPSTER ENCLOSURE PLAN
NOTE:
REF CIVIL PLANS FOR LOCATION
2
A0-01
2"
Scale: 1/4" = 1'-0"
3"
1"x6" CEDAR FACE
BOARDS
TYP
(2) 801 X 1 12" GALV.
NAILS (TYP.)
6" THK SEALED CONC PAD - SEE
SITE DWGS FOR GRADE ELEVS
1"x6" CEDAR FACE BOARDS
4
A0-01
6" DIA BOLLARD SEE DETAIL 7/A0-01
2 EA EQUAL GATES 1.9" OD GALV FRAME W/ 4"x8'H
CEDAR SLATS ATTACHED W/ SELF TAPPING SCREWS.
PROVIDE SWING GATE WHEEL HINGES, CENTRAL GATE
STOPS & LATCH W/ EYE FOR PADLOCK
1
12'-6"
5'-6"
8'-0"
36"
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
0
REV
Dept Mgr Approval
B.COLBURN
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279
T/O PARAPET
= 18'-4" AFF
FINISH FLOOR
= 0'-0"
A
3
19'-8"
9a
B
6
1
9a
Scale: 1/8" = 1'-0"
3
9
2
C
2
5
9
8
11
10
9b
9a
9
8
7
2
REAR BUILDING PARAPET WALL
EIFS SYSTEM @ FRONT ENTRANCE
STANDARD METAL ROOF PANELS
EIFS SYSTEM
EIFS SYSTEM
SMOOTH FACE CMU PIERS
GUTTERS & DOWN SPOUTS
METAL AWNING
SPLIT FACE CMU VENEER
MATERIAL
TO MATCH SHERWIN WILLIAMS
PEMB MANUFACTURER
REF PRODUCT APPROVAL ON COVER SHEET
PEMB MANUFACTURER
REF PRODUCT APPROVAL ON COVER SHEET
REF PRODUCT APPROVAL ON COVER SHEET
JOHNSON CONCRETE COMPANY
PEMB MANUFACTURER
PEMB MANUFACTURER
JOHNSON CONCRETE COMPANY
MANUFACTURER
SW #6149 "RELAXED KHAKI"
SW #7055 "ENDURING BRONZE"
TO MATCH SHERWIN WILLIAMS SW #6149 "RELAXED KHAKI"
GALVALUME
TO MATCH SHERWIN WILLIAMS SW #7034 "STATUS BRONZE"
TO MATCH SHERWIN WILLIAMS SW #6149 "RELAXED KHAKI"
COLOR JC-521 "ROCK RIDGE"
TO MATCH SHERWIN WILLIAMS SW #6149 "RELAXED KHAKI"
TO MATCH SHERWIN WILLIAMS SW #7034 "STATUS BRONZE"
COLOR JC-521 "ROCK RIDGE"
COLOR / STYLE
STANDING SEAM
LIT 1.0- FINE OR APPROVED EQUAL
LIT 1.0- FINE OR APPROVED EQUAL
OR APPROVED EQUAL
GENERAL REMARKS
12
PREFINISHED METAL COPING @ HVAC ENCLOSURE
5
Scale: 1/8" = 1'-0"
B
SW #7034 "STATUS BRONZE"
21
11
3
9a
2
1
9
18
11
21
15
9
11
21
15
9a
REF PRODUCT APPROVAL ON COVER SHEET
3
9a
9
2
9
9a
NORTH ELEVATION
6
2
9a
HOLLOW METAL DOOR / FRAME
D
2
13
22
4'-0"
9b
23
9
8
9a
9
TO MATCH SHERWIN WILLIAMS SW #6149 "RELAXED KHAKI"
1
7
9
4
3'-6"
1
A5
12
10
9a
9
6
REF PRODUCT APPROVAL ON COVER SHEET
21
11
9b
1
7
9
1
A3
3
3
EIFS ACCENT BAND
3
11
21
EXTERIOR BUILDING CANOPY NOTE:
ALL EXTERIOR SIGNAGE SHALL BE
SUBMITTED UNDER SEPARATE PERMIT
EQ
24
8
9
1
23
D
9
Scale: 1/8" = 1'-0"
1
A3
9a
16
16
DARK BRONZE
21
11
3
9a
6
4
16
EAST ELEVATION
8
9
WEST ELEVATION
Scale: 1/8" = 1'-0"
16'-0"
REF PRODUCT APPROVAL ON COVER SHEET
2
3
16
2'-8"
3
17
22
14
A
9
16
8
18
11
21
REF PRODUCT APPROVAL ON COVER SHEET
ALUMINUM FRAME
LIT 1.0- FINE OR APPROVED EQUAL
OR APPROVED EQUAL
16
C
SW #7055 "ENDURING BRONZE"
9b
TO MATCH SHERWIN WILLIAMS
7'-4"
PREFINISHED METAL COPING @ PARAPET
10'-0"
9'-8"
STOREFRONT SYSTEM
20'-4"
24
9a
20'-4"
21
TAG
EXTERIOR FINISHES
4
A3
9a
4
4'-4"
14'-0"
8"
19'-8"
21
11
9
9a
SOUTH ELEVATION
4
9
21
21
11
9
9a
9
10'-8"
9'-8"
PEMB MANUFACTURER SHALL PROVIDE ALL METAL
FRAMING, REAR PANELS, CRICKETS, AND REQUIRED
FLASHING FOR ANY AND ALL PARTS OF THE RAISED
PARAPET AND MASONRY PILASTERS ABOVE THE ROOF
LINE - TYP
1
PEMB MANUFACTURER SHALL
PROVIDE ALL METAL FRAMING,
REAR PANELS, CRICKETS, AND
REQUIRED FLASHING FOR ANY AND
ALL PARTS OF THE RAISED
PARAPET AND MASONRY PILASTERS
ABOVE THE ROOF LINE - TYP
FINISH FLOOR
= 0'-0"
1'-8"
1'-0"
8
9
16
22
T/O PARAPET
= 20'-4" AFF
T/O PARAPET
= 19'-8" AFF
16'-0"
FINISH FLOOR
= 0'-0"
14'-4"
4'-0"
1'-4"
18'-4"
18'-4"
14'-0"
18'-4"
KEYED NOTES
10
9b
9a
9
8
7
6
5
4
3
2
EIFS CORNICE
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
PRE-FINISHED METAL ROOF
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
EIFS SYSTEM ON EXTERIOR SHEATHING ON
METAL STUD FRAMING
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
EIFS SYSTEM ON METAL WALL PANELS
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
SMOOTH FACE CMU PIERS
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
GUTTER AND DOWNSPOUT
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
METAL CANOPY
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
EXTERIOR RECEPTACLE.
(REF ELECTRICAL DRAWING E1)
EXTERIOR WALL MOUNTED PARKING LOT
FIXTURE - INSTALL T/O FIXTURE AT 12'-0" AFF
(REF TO ELECTRICAL DRAWING E2)
EXTERIOR BUILDING WALL FIXTURE INSTALL T/O FIXTURE AT 12'-0" AFF
(REF TO ELECTRICAL DRAWING E2)
EXTERIOR BUILDING WALL FIXTURE INSTALL T/O FIXTURE AT 16'-0" AFF
(REF TO ELECTRICAL DRAWING E2)
SPLIT FACE CMU VENEER
(REF EXTERIOR FINISH SCHEDULE FOR COLOR)
1
11
PRE-FINISHED METAL PARAPET PANEL (BY PEMB)
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
GC SHALL COORDINATE THE EXTERIOR CANOPY
SIGN WITH DOLLAR GENERAL CORP. GC TO
PROVIDE ADEQUATE BLOCKING AS REQUIRED BY
SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT
(MAX 1,400 LBS) AND SHALL BE SUPPORTED BY
CANOPY FACE. GC TO PROVIDE CIRCUIT AS NOTED
ON ELECTRICAL PLAN. SIGN TO BE PROVIDED AND
INSTALLED BY DOLLAR GENERAL CORP. INSTALL
BUILDING SIGN CENTERED ON FRONT ELEVATION.
12
DOOR BUZZER. REFER TO ELECTRICAL DRAWING
E1 FOR ADDITIONAL INFORMATION.
13
14
WALL HYDRANT. REFER TO PLUMBING DRAWING
P1 FOR ADDITIONAL INFORMATION.
VENT FOR BATHROOM EXHAUST. REFER TO
MECHANICAL DRAWING M1 FOR ADDITIONAL
INFORMATION.
15
OUTSIDE AIR TEMP. SENSOR MOUNTED OVER
RECEIVING DOORS @ 8'-0" A.F.F.
GROUND MOUNTED HVAC UNITS ON RASIED 6"
CONC PAD, (REF EXTERIOR FINISH SCHEDULE
THIS SHEET) (REF SHEET S1 AND M1)
17
EAVE STRUT HEIGHT AT 14'-0" A.F.F.
16
18
NOT USED
NOT USED
19
20
22
EIFS ACCENT BAND
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
SERIVCE DOOR
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
21
23
STOREFRONT SYSTEM
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
PRE-FINISHED METAL COPING
(REF EXTERIOR FINISH SCHEDULE
THIS SHEET)
24
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
0
REV
Dept Mgr Approval
B.COLBURN
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279
A
2
A3
4"
R
24
1'-2
3/4"
T/O PARAPET
20'-4" AFF
EIFS ON EXTERIOR SHEATHING (SEE FL APPROVAL)
6"x18ga MTL STUD FRAMING AT 16"oc WITH 14ga
STUD CLIPS SECURED TO HORZIONTAL GIRTS
3
31
B
D
4"
1'-10 1/2"
1'-0 1/2" 8"
24
26
13
17
31
2
6
1/2"
3
A3
•
5'-0"
1
12
1
5
8
28
21
16
18
FINISH
FLOOR
= 0'-0"
T/O
PARAPET
20'-4" AFF
BUILDING SECTION
20'-4"
9
1
1'-10 1/2"
1'-2 1/2"
2"
5
7
5
A3
15
12
8
28
22
21
6"
15
22
PEMB
WALL
6"
TYPICAL CORNICE DETAIL
1 3/4"
1'-2 1/2"
1'-4"
SCALE 1" = 1'-0"
21
16
WALL SECTION
Scale: 1/2" = 1'-0"
C
22
Scale: 1/4" = 1'-0"
4
1
10
3
5
1
8
15
12
28
21
16
D
7'-0"
7
31
6
4
24
7
A3
3
A10
30
CONC SIDEWALK SLOPE AWAY
FROM BLDG RE: CIVIL
"BLOK-FLASH" BASE FLASHING SYSTEM
DRAINAGE MAT
VERTICAL REINFORCING
REF STRUCTURAL
WALL SECTION
Scale: 1/2" = 1'-0"
3
5
12
14
T/O
PARAPET
18'-4" AFF
FINISH
FLOOR
= 0'-0"
D
2
7
12
5
31
11
3
10
3
A3
D
1'-3"
PEMB
WALL
7"
1"
24
/8"
-2 3
R1'
19
31
1'-4"
D
5 1/4"
T/O PARAPET
18'-4" AFF
SCALE 1" = 1'-0"
2
31
CONT SOLID 2x WOOD BLOCKING
PRE-ENGINEERED METAL BUILDING SYSTEM
(BY PREFAB BUILDING MANUFACTURER)
KEYED NOTES
1
2
7
6
5
4
ACOUSTICAL DROP CEILING - @10'-0" A.F.F.
VINYL FACED R11 INSULATION
PRE-FINISHED SOFFIT AND CANOPY
(BY PRE-ENGINEERED BUILDING MANUFACTURER)
VINYL FACED R19 INSULATION
8" SPLIT FACE CMU (REF EXTERIOR ELEVATIONS)
EXTERIOR BUILDING SIGN
(BY DOLLAR GENERAL)
METAL ROOF - GALVALUME FINISH
(BY PREFAB BUILDING MANUFACTURER)
8
PRE-FINISHED DOWNSPOUT & GUTTER
(BY PRE-ENGINEERED BUILDING MANUFACTURER)
3
9
10
GC SHALL COORDINATE WITH PRE-ENGINEERED
METAL BUILDING MANUFACTURER AND PROVIDE
ALL METAL CLOSURE, SEALANT, AND CAULKING
TO WEATHERTIGH FINISH
GYP BOARD ON 3 5/8" x 20 ga METAL STUDS AT 16" oc
(EXTEND TO U/S STEEL)
11
12
CLEAR GLASS TRANSOM AS SCHEDULED
LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING
(ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE
WEATHER TIGHT SEAL AT HORIZONTAL PARAPET
PENETRATION. CONTRACTOR RESPONSIBLE FOR
INSTALLATION OF CONDUIT.
13
18"x18" INTERIOR WINDOW WITH ONE WAY GLASS
CONC SLAB ON VINYL VAPOR BARRIER
(REF STRUCTURAL)
METAL BUILDING COLUMNS SHALL BE STRAIGHT.
TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE
WRITTEN APPROVAL. MAINTAIN INTERIOR
CLEARANCE OF 68'-1 1/4" BETWEEN FACE OF
COLUMNS ON SALES FLOOR.
14
15
16
17
UNDISTURBED EARTH AND COMPACTED SUB GRADE
(REF STRUCTURAL AND GEOTECH REPORT)
STOREFRONT SYSTEM AS SCHEDULED - COORDINATE
WITH FLORIDA PRODUCT APPROVAL INSTALLATION
GUIDELINES (REF SHEET A5)
18
EIFS CORNICE ON EXTERIOR GRADE
SHEATHING ON METAL WALL PANELS
PREPARED GRANNULAR FILL
(REF STRUCTURAL)
19
21
REINFORCED CONCRETE FOOTING
(REF STRUCTURAL)
NOT USED
22
NOT USED
20
23
28
27
26
25
NOT USED
INTERIOR WALL PAINTED
(REF INTERIOR ROOM FINISH SCHEDULE)
COORDINATE DOWNSPOUT CONNECTION
TO STORM WITH CIVIL PLANS
LIGHTING
(REF ELECTRICAL)
FINISH GRADE
(REF CIVIL DRAWINGS)
24
29
MC CUE TRIM KIT, ORDER KIT "D".
PREFINISHED METAL COPING WITH 1/2"/ft SLOPE ON
(1) LAYER 3/4" PLYWOOD ON CONT WOOD NALIERS
ON (2) LAYERS 3/4" PLYWOOD SECURED TO T/O
MASONRY (TYP EIFS CORNICE)
30
31
STRUCTURAL BOND BEAM
(REF STRUCTURAL)
EIFS SYSTEM ON 5/8" EXTERIOR GRADE SHEATHING
ON METAL WALL PANELS (REF EXTERIOR
ELEVATIONS)
32
4"
33
D
8" CMU
5 1/4"
4
CONTINUOUS SHIM
AND SEALANT
EACH SIDE OF
STOREFRONT
PERIMETER (TYP)
SCALE: 1" = 1'-0"
STORE FRONT JAMB DETAIL
1'-11 7/8"
1'-2 5/8"
11 7/8"
STEEL LINTEL AT STOREFRONT
(REF STRUCTURAL)
PROVIDE CONT 1/4" SHIM AND SEALANT
W/ BACKER ROD (TYP AT PERIMETER)
STOREFRONT SYSTEM AS SCHEDULED COORDINATE WITH FLORIDA PRODUCT
APPROVAL INSTALLATION GUIDELINES
ELASTOMERIC MEMBRANE
BETWEEN STEEL AND
ALUMIMUM BREAK METAL
6
12
PRE-FINISHED ALUMIMUM BREAK
METAL TO MATCH STOREFRONT
15
SYSTEM
B/O STEEL
7'-8" AFF
PROVIDE CONT 1/4" SHIM AND
SEALANT W/ BACKER ROD
(TYP AT PERIMETER)
AUTOMATIC DOOR SYSTEM
AS SCHEDULED - COORDINATE
WITH FLORIDA PRODUCT
APPROVAL INSTALLATION
GUIDELINES
SCALE: 1" = 1'-0"
STORE FRONT HEAD DETAIL
1'-8 1/2"
1'-3 1/4"
TYPICAL CORNICE DETAIL
12
4"
9 1/4"
2 3/4"
14 ga STUD CLIP ON
METAL WALL PANEL
AT PEMB WALL GIRT
REAR PARAPET
WALL PANEL BY
PEMB
8
A
3
5
1
8
12
28
15
7
22
16
WALL SECTION
3
18'-4"
(REF FINISH SCHEDULE)
3'-0"
1'-4"
26'-0"
4'-0" SPLIT FACE CMU
6'-4"
8"
6'-0"
4"
9 1/4"
2 3/4"
Scale: 1/2" = 1'-0"
1'-6"
2'-6"
9
19
25
27
2
1/4"
1/4"
1'-8 3/4"
6"
7 3/4"
10'-4"
10'-0"
1'-4"
9'-0"
2'-4"
8"
7'-0"
T/O EAVE STRUT
(LP) = 14'-0"
FINISH FLOOR
= 0'-0"
14'-0"
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
0
REV
Dept Mgr Approval
B.COLBURN
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279
IVES WALL
MOUNTED
DOOR STOP
GRAB BAR
EWC
1'-6"
RAIL ELEV
8"
TOILET AND
TOILET PAPER
HOLDER
MIRROR UNIT
SEE
NOTE #2
20
A3
4'-0"
MAX
CLEAR FLOOR
SPACE FOR
LAVATORY
FIXTURE
BABY
CHANGING
STATION
•
3'-4"
CLEAR
FLOOR
SPACE
4'-0" MIN
•
4'-6" MIN
39"-41"
EXISTING DOOR
NEW EXIT SIGNAGE
RE: 21/A3
HAND DRYERCOAT HOOK
3'-4"
T.O. HOOK
3'-6" MIN
FINISHED
FLOOR
8"
MIN
HC WALL SIGN
•
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
HC WALL SIGN
SIGNAGE SHALL COMPLY WITH ANSI A117.1 2003 SIGNS
SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND
SYMBOLS SHALL CONTRAST WITH THEIR
BACKGROUND.
Scale: 1" = 1'-0"
EXIT
3/8" MIN TO 1/2" MAX
4
1"
12
SIGNAGE BACKGROUND TO BE
CONTRASTING COLOR TO TEXT.
GRADE 2 BRAILLE EITHER
CENTERED OR JUSTIFIED LEFT
3/8" TO 1/2" MAX BELOW TACTILE
CHARACTERS. SEE ADA
ACCESSIBILITY GUIDELINES FOR
BRAILLE SPECIFICATIONS.
Scale: 6" = 1'-0"
3"
1"
12
IVES
WALL-STOP
Scale: NTS
GRAB BAR DETAIL
34" A.F.F.
TACTILE EXIT SIGNAGE DETAIL
CONTRACTOR TO VERIFY THAT EXISTING
SIGNAGE COMPLIES WITH THIS DETAIL. IF
SIGNAGE DOES NOT COMPLY OR DOES
NOT EXIST THEN PROVIDE NEW PER
DETAILS & AS REQUIRED BY LOCAL
AUTHORITIES.
TACTILE CHARACTERS TO BE FONT
'SANS SERIF' (ALLUPPERCASE)
WITH MAX. HEIGHT OF 2", WIDTH TO
HEIGHT RATIO BTWN 3:5 AND 1:1
AND STROKE WIDTH TO HEIGHT
RATIO BTWN 1:5 AND 1:10.
CHARACTERS SHALL BE RAISED
1/32" FROM SIGN SURFACE.
ACCESSIBILITY SIGNAGE
HC RESTROOM SIGN LOCATED ON THE WALL ADJACENT TO THE LATCH
SIDE OF THE DOOR OR ON THE NEAREST ADJACENT WALL,
PREFERABLY ON THE RIGHT
1'-6"
17" - 19"
6"
MAX
STAINLESS STL.
GRAB BAR
4" BASE
BASS SECURITY SERVICES, INC.
888-774-3400 EXT. 2024
54-US32D
5410-32D-26D-GRIP
DDH-2250 **
DS/1000MB
608Z
770SAV-3FT
770SAV-4FT
W101S-DANE-626
W581PD-DANE-626
A-24x36
150Sx36
150Sx42
150Sx18
MS-1
5400
7015SC8-26D *
402-1/2B-26D
452B26D-4
B155
B2740
B253
BURNS PUSH PLATE
BURNS PULL PLATE
DETEX DOUBLE DOOR HOLDER
DOOR SCOPE (FOR RECEIVING EXIT DOOR)
8" DOOR HOLDER
3 FT DOOR SWEEP
4 FT DOOR SWEEP
FALCON PASSAGE LEVERSET
FALCON STOREROOM LEVERSET
GAMCO 24" x 36" ANGLE FRAME MIRROR
GAMCO 1 1/2" X 36" GRAB BAR
GAMCO 1 1/2" X 42" GRAB BAR
GAMCO 1 1/2" X 18" GRAB BAR
GAMCO MOP HOLDER
HAGER DOOR CLOSER
ILCO RIM CYLINDER
IVES WALL STOP
IVES 4" DOOR HOLDER
BOBRICK 24 OZ. SOAP DISPENSER
BOBRICK DOUBLE TOILET TISSUE DISPENSER
BOBRICK PAPER TOWEL DISPENSER
BASS SECURITY PARTS
8400-S32D-8X34
TACO DOOR VIEWER
VON DUPRIN GUARD-X EXIT ALARM LOCK
VON DUPRIN GUARD-X DOUBLE DOOR STRIKE
WEATHERSTRIPPING
IVES KICK PLATE
NATIONAL GUARD HD THRESHOLD
(FOR RECEIVING EXIT DOOR)
425 HD - 6 FT.
TA3310PC
2670-28
2609 **
892SAV-84INCH
* MUST HAVE ONE RIM PER EXIT DEVICE.
** MUST HAVE DOUBLE DOOR STRIKE AND TWO DOUBLE DOOR
HOLDERS FOR ALL DOUBLE EXIT DOORS.
7.
6.
5.
4.
3.
2.
1.
6"x9" ACCESSIBLE TOILET ROOM SIGNAGE TO BE WHITE TEXT
AND SYMBOLS ON BLUE BACKGROUND, TYP. VERIFY
REQUIREMENTS WITH LOCAL CODES.
CONTRACTOR TO VERIFY LOCATION OF OWNER SUPPLIED
TOILET ACCESSORIES WITH ARCHITECT PRIOR TO
INSTALLATION.
SEE FIXTURE MOUNTING HEIGHTS FOR ALL TOILET ROOM
ACCESSORIES. VERIFY HEIGHT WITH LOCAL CODES.
INSTALL INSULATION ON ALL EXPOSED PIPES BELOW SINKS
AND LAVATORIES TO COMPLY WITH STATE AND LOCAL CODES.
CONTRACTOR TO INSTALL SOAP DISPENSERS, TOILET PAPER
HOLDERS, DOOR CLOSERS, DOOR HOLDERS, EXHAUST FANS,
AND ALL BASS SECURITY PARTS IN BOTH
RESTROOMS.FAUCETS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING OF THE WRIST.
PROVIDE AND INSTALL 2'x3' MIRROR (OR LARGER IF REQUIRED
BY CODE).
RESTROOMS SHALL COMPLY WITH ALL BUILDING (FEDERAL,
STATE, AND LOCAL) FIRE, AND HEALTH DEPARTMENT CODES
AND ADA REQUIREMENT.
REST ROOMS:
8.
WHERE WASTE RECEPTACLES, DISPENSERS AND OTHER
EQUIPMENT WITH CONTROLS ARE PROVIDED, AT LEAST ONE
OF EACH IN EACH TOILET ROOMS SHALL BE LOCATED ON AN
ACCESSIBLE ROUTE WITH ALL OPERABLE PARTS WITHIN 48"
FROM THE FINISHED FLOOR.
MIRROR
INSULATE
AROUND
PIPES
8" MIN
6" MAX
34" MAX
40"
TO REAR WALL
SOAP
DISPENSER
10'-3"
1'-5"
MIN
1'-0"
3'-0" MAX
2'-10"
T.O. SINK
ADA CLEARANCES
Scale: NTS
6
2'-3" MIN
2'-8"
IVES WALL
MOUNTED
DOOR STOP
3
24
SOAP
DISPENSER
PAPER TOWEL
HOLDER
3'-0" MIN
1'-6"
2 ROLL TOILET
TISSUE HOLDER
4" BASE
18 1/2"
29" MIN
FINISHED
FLOOR
10'-0"
20'-0"
MIRROR
W/ FRAME
1'- 6"
4" BASE
4" BASE
36"
40" MAX
ADA DRINKING
FOUNTAIN
(REF PLUMBING)
4"
TYP
WALL
HYDRANT
(REF PLUMBING)
10'-512"
17" MIN.
27" MIN
1'-7"
MIN.
RESTROOM ELEVATIONS
9" MIN
5/8" TO 2" MAX.
1'-6"
40"
3'-0"
3'-2"
Scale: NTS
36
3'-9" MIN
3'-4"
TO HANDLE
1'-6"
9"
MIN
18" MIN.
39"-41"
IVES WALL
MOUNTED
DOOR STOP
18"x18" ONE
WAY WINDOW
SILL AT 36" AFF
CONTRACTOR SHALL LEAVE AN
AS-BUILT SET OF CONSTRUCTION
PLANS, ROLLED UP AND PLACED
INSIDE 4"x36" PVC PIPE MOUNTED
HORIZONTALLY ON THE WALL
ABOVE THE DOOR
10'-0"
2
29" MIN.
5'-0" (60")
2'-10"
2'-6"
MIN
34" MAX
3'-4"
RESTROOM/OFFICE/BREAK ROOM PLAN
40"
34"
T.O. BAR
7'-4"
5'-0"
7'-2"
Scale: 1/4" = 1'-0"
1'-7"
1'-6"
36"
3'-4"
36" CORNER GUARDS,
MOUNTED 42" AFF (TYP)
PROVIDE 2 ADDITIONAL
GUARDS TO FLANK
STOREFRONT DOORS
1
1'-6"
1'-6" 9"
5'-4"
10'-1"
5'-0"
7'-7"
1'-0"
2'-3"
3'-0" (MAX)
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
0
REV
Dept Mgr Approval
B.COLBURN
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279
BUILDING DISTANCE FROM STREET:
LESS THAN 75'
BUILDING DISTANCE FROM STREET:
75' - 175'
BUILDING DISTANCE FROM STREET:
175' - 275'
BUILDING DISTANCE FROM STREET:
275' AND ABOVE
THIS IS THE PRIMARY SIGN
FOR ALL LOCATIONS.
16'-1"
23'-0"
26'-0"
33'-3"
1
1"
5'-02
40'-0"
10'-1"
THIS SIGN IS USED ON
SECONDARY ACCESS LOCATIONS
FOR SITES WITH MULTIPLE
ACCESS
SIGN DETAILS
Scale: NTS
8'-0"
COMING SOON
THIS AREA IS FOR CONTRACTOR
AND DEVELOPER USE.
SAVE TIME. SAVE MONEY.
THIS SIGN IS FOR SPECIALTY
USE ONLY. NOT RECOMMENDED
FOR PRIMARY SIGNAGE
1"
8'-02
THIS SIGN IS TO BE PROVIDED AND INSTALLED
BY THE DEVELOPER OR CONTRACTOR AT THE
BEGINNING OF CONSTRUCTION PROJECT.
4'-0"
3'-0"
3'-9"
4'-6"
5'-0"
6'-0"
4'-0"
STANDARD SIGN SPECIFICATIONS
BOX SIGNS
3' x 23'
5.0 AMPS / 584 WATTS
2.5 AMPS / 292 WATTS
1087 LBS.
695 LBS.
485 LBS.
WEIGHT
3'-9" x 26'
5.4 AMPS / 630 WATTS
1400 LBS.
AMPS / WATTS
4'-6"x33'-3"
10 AMPS / 1168 WATTS
30 LBS.
SIZE
5' x 40'
0.70 AMPS / 65 WATTS
INDIVIDUAL LETTERS
WARM CLIMATE AMPS
COLD CLIMATE AMPS
30MA - 7.88 AMPS
60MA - 15.75 AMPS
30MA - 7.88 AMPS
60MA - 15.75 AMPS
30MA - 9.75 AMPS
60MA - 19.00 AMPS
30MA - 12.00 AMPS
60MA - 24.00 AMPS
PYLON SIGNS
AMPS / WATTS
WEIGHT
400 LBS.
330 LBS.
245 LBS.
210 LBS.
WEIGHT
1' x 4'
SIZE
18" LTRS.
24" LTRS.
30" LTRS.
36" LTRS.
SIZE
389 LBS.
250 LBS.
3.4 AMPS / 396 WATTS
750 LBS.
1.7 AMPS / 198 WATTS
5' x 10'
5.0 AMPS / 584 WATTS
4' x 8'
6' x 16'
SIGN SPECIFICATIONS
1.
BUILDING SIGNS: PROVIDE CONDUIT FROM ELECTRICAL PANEL
TO THE CENTER OF THE SIGN CANOPY. THE CONDUIT IS TO BE 1" AND
HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP BREAKER
AT THE PANEL. BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO
SUPPORT THE DOLLAR GENERAL SIGN OF UP TO 1400 LBS. NOTE: IF
THE LEASE SPECIFIES A 5'-0" X 40'-0" BUILDING SIGN OR 24" LETTER
SET (OR LARGER), 2 qty. - 10/2 WIRE WITH GROUND AND 2 qty. 20 AMP
CIRCUITS REQUIRED.
2.
PYLON SIGNS: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO
LOCATION OF THE PYLON SIGN BASE. BURY CONDUIT UNDER
PARKING AREA. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2
WIRE WITH GROUND AND A 20-AMP BREAKER AT THE PANEL.
4.
SEE SHEET A8 FOR SIGN BRACING DETAILS.
SEE CHART ABOVE FOR SIGN SPECIFICATIONS.
3.
FINAL ELECTRICAL CONNECTIONS FOR SIGN SHALL BE THE
OWNERS RESPONSIBILITY AFTER SIGNS ARE INSTALLED.
5.
NOTE:
SIGNAGE SHALL BE SUBMITTED
UNDER SEPARATE PERMIT
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
0
REV
Dept Mgr Approval
B.COLBURN
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279
NOTE:
SIGNAGE SHALL BE SUBMITTED
UNDER SEPARATE PERMIT
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
0
REV
Dept Mgr Approval
B.COLBURN
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279
GENERAL NOTES
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND CONSTRUCTION MEANS AND METHODS IN THE PERFORMANCE OF THE WORK. PROVIDE ALL
MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION OPERATIONS.
CONTRACTOR TO COMPLY WITH ALL OSHA REGULATIONS, AND ANY OTHER SITE SAFETY REQUIREMENTS OF THE OWNER IN THE PERFORMANCE OF THE WORK.
ALL WORK SHALL BE PERFORMED IN A SAFE MANNER AND ALL CONTRACTOR EMPLOYEES SHALL AT ALL TIMES WORK IN COMPLIANCE WITH THE OWNER'S
SAFETY REGULATIONS AND ANY GENERAL CONTRACTOR SAFETY REQUIREMENTS.
PROVIDE ADEQUATE BRACING AND SHORING FOR CONSTRUCTION EQUIPMENT AND FOR THE BUILDING. PROVIDE SCAFFOLDING, SHEETING, TEMPORARY
BARRIERS, BRACING OF EXCAVATIONS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON ERECTED
FLOORS OR ROOFS IN EXCESS OF 80 PERCENT OF THE SPECIFIED DESIGN LIVE LOAD. MINIMIZE DYNAMIC IMPACT TO EXISITNG STRUCTURES WHEN PLACING
MATERIALS ON FLOORS OR ROOFS.
DO NOT OBSTRUCT EXISTING BUILDING DOORS OR EGRESS PATHS DURING THE PERFORMANCE OF THE WORK.
CONTRACTOR SHALL CLEAN THE SITE OF CONSTRUCTION DEBRIS TO MAINTAIN A SAFE ENVIRONMENT ON A DAILY BASIS. LEGALLY DISPOSE OF ALL
HAZARDOUS AND NON-HAZARDOUS MATERIALS.
CONSTRUCTION SITE NOTES:
1.
2.
3.
4.
5.
GENERAL COORDINATION NOTES:
6. CONFORM TO ALL OWNER'S GENERAL AND SPECIAL CONDITIONS IN THE PERFORMANCE OF THE WORK OR AS HEREIN SPECIFED.
7. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL CODES, ACCESSIBILITY
STANDARDS AS WELL AS ANY APPLICABLE OWNER'S CORPORATE STANDARDS. THE LOCAL CODE AUTHORITY HAS THE AUTHORITY TO INTERPRET CODE
REQUIREMENTS AND THESE INTERPRETATIONS MAY VARY FROM NORMAL INTERPRETATION AND INFORMATION REPRESENTED IN THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE OR THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR DIFFERENCES AND SHALL
PROCEED WITH THE WORK ONLY UPON RECEIVING WRITTEN AUTHORIZATION
8. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE
DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT, OR CONTRACTOR TO THE AUTHORITY HAVING
JURISDICTION.
9. CONTRACTOR TO OBTAIN ALL REQUIRED CONSTRUCTION PERMIT FORMS, PAY ALL RELATED FEES, AND ARRANGE FOR ALL REQUIRED INSPECTIONS AND
APPROVALS.
10. BIDDER/CONTRACTOR SHALL VISIT THE SITE, EXAMINE AND VERIFY EXISTING CONDITIONS UNDER WHICH THE WORK SHALL BE CONDUCTED AND ACCOUNT
FOR EXISTING FIELD CONDITIONS AND ACTUAL FIELD DIMENSIONS IN ALL BIDS SUBMITTED AND ALL WORK PERFORMED. REPORT ANY DISCREPANCIES IN THE
EXISTING CONDITIONS IMMEDIATELY TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER
11. CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, INCLUDING SPECIFICATIONS, OF INTERFACING TRADES AND OTHER RELATED CONTRACTS PRIOR TO
BIDDING AND COMMENCEMENT OF WORK TO ENSURE COMPLETE COORDINATION OF FINISHED WORK.
12. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND SCHEDULE THEIR WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS
WHO'S WORK WILL BE AFFECTED. SPECIFICATIONS ARE APPLICABLE AND BINDING TO ALL CONTRACTORS AND SUBCONTRACTORS. REPORT ANY
DISCREPANCIES, PRIOR TO CONSTRUCTION, TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER FOR REVIEW AND CLARIFICATION.
13. BEFORE AWARD OF CONTRACT, IF THERE ARE QUESTIONS ABOUT INTENT, CLARITY, APPLICATION OF NOTES, OR WORK SHOWN OR SPECIFIED, OR IF
CONFLICTING DIRECTIONS ARE FOUND IN THE DOCUMENTS, THE GENERAL CONTRACTOR SHALL REQUEST WRITTEN CLARIFICATION FROM THE OWNER'S
REPRESENTATIVE OR ARCHITECT/ ENGINEER. ANY CLARIFICATIONS OR INTREPRETATIONS OF THE CONTRACT DOCUMENTS PROVIDED AFTER CONTRACT
AWARD SHALL BE AT NO ADDITIONAL COST.
14. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF AN OMMISSION OF NECESSARY DIMENSIONS OR INFORMATION,
CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER. FIGURED AND CALCULATED DIMENSIONS TAKES PRECEDENCE OVER
SCALED MEASUREMENTS. DETAIL DRAWINGS AND LARGER SCALE DRAWINGS TAKES PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND
WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.
15. SOME STANDARD SYMBOLS, ABBREVIATIONS AND DETAILS INDICATED IN CONTRACT DOCUMENTS MAY NOT BE APPLICABLE TO THIS SPECIFIC CONTRACT ISSUE.
16. DRAWING DETAILS ARE CONCEPTUAL IN NATURE AND ACTUAL FIELD CONDITIONS MAY VARY SLIGHTLY FROM CONCEPTUAL DEPICTIONS. DETAILS LABELED
"TYPICAL DETAILS" ON DRAWINIGS APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER
OR NOT DETAILS ARE REFERENCED AT EACH LOCATION
17. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS PROPOSED, SUBMIT COMPLETE SPECIFICATION AND PERFORMANCE
DETAILS FOR EVALUATION. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS AND SUBCONTRACTORS AFFECTED BY THE CHANGE AND
FULLY COORDINATE ALL RELATED WORK. ANY COSTS RESULTING FROM THE SUBSTITUTION AND CHANGE IS THE RESPONSIBILITY OF THE CONTRACTOR.
18. COORDINATE AND PERFORM WORK BASED ONLY ON REVIEWED/ CERTIFIED SHOP DRAWINGS, A FIELD CHECK OF EXISTING CONDITIONS, AND INSPECTION OF
NEWLY INSTALLED WORK. VERIFY THE LATEST REVISION OF CONTRACT DOCUMENTS, INCLUDING ALL INTERFACING DISCIPLINE DRAWINGS, BEFORE
PROCEEDING WITH THE PROCUREMENT, DETAILING, FABRICATION OR INSTALLATION OF THE WORK. ANY SYSTEMS OR EQUIPMENT INSTALLED PRIOR TO REVIEW
OF SHOP DRAWINGS BECOMES THE RESPONSIBILITY OF THE CONTRACTOR.
19. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THE CONTRACTOR'S
RESPONSIBILTY TO CHECK AND CONFORM TO MANUFACTURER SPECIFICATIONS AND REQUIREMENTS PRIOR TO STARTING THE WORK. VERIFY SIZE, LOCATIONS
AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURER OR SUPPLIERS BEFORE COMMENCEMENT OF CONSTRUCTION. VERIFY SIZE
AND LOCATIONS OF ALL OPENINGS AND SUPPORTS WITH ACTUAL EQUIPMENT PURCHASED. REFER TO MANUFACTURERS STANDARD DETAILS FOR
INSTALLATION.
20. ALL EQUIPMENT AND SYSTEMS SHALL BE COMPLETE AND OPERATIONAL IN ALL RESPECTS, SECURED IN LOCATION AND PROPERLY ADJUSTED. PROVIDE
OPERATIONS AND MAINTENANCE MANUALS FOR THE OWNER AT THE COMPLETION OF THE WORK.
21. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. REPAIR OR
REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD.
22. BEFORE PENETRATING EXISTING CONCRETE OR SOIL SURFACES, CONSULT WITH ALL LOCAL UTILITIES' PROGRAMS FOR THE AREA OF WORK AND VERIFY
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BY USE OF "ELECTRONIC" OR SIMILAR NON-INVASIVE DETECTOR DEVICES. IF
POTENTIAL INTERFERENCES ARE DISCOVERED, PROPOSE ALTERNATE ROUTING AND ASSOCIATED COSTS TO THE OWNER'S REPRESENTATIVE OR
ARCHITECT/ENGINEER FOR APPROVAL BEFORE PROCEEDING.
23. MAINTAIN MINIMUM CLEARANCE REQUIREMENTS OF EQUIPMENT MANUFACTURER'S SPECIFICATIONS OR RECOMMENDATIONS, OWNER STANDARDS, NATIONAL
ELECTRICAL CODE (NEC), AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, AND REGULATIONS.
24. MAINTAIN A MINIMUM OF 6' 8" HEADROOM CLEARANCE FOR BULKHEADS, SUPPORTS AND UTILITIES PASSING OVER WALKWAYS, PLATFORMS OR CATWALKS.
ARCHITECTURAL NOTES:
25. ALL FINISH FLOOR ELEVATIONS ARE FOR ARCHITECTURAL PURPOSES ONLY. REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR ACTUAL ELEVATIONS AND
RELATIONSHIP TO SITE BENCHMARKS.
26. COORDINATE WITH MECHANICAL CONTRACTOR THE LOCATIONS OF ALL FLOOR DRAINS.
27. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS AND SHALL BE ½" HIGH MAXIMUM.
28. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
29. PARTITIONS ARE TO EXTEND AND SEAL AGAINST THE BOTTOM OF THE DECK ABOVE UNLESS OTHERWISE NOTED.
30. INSTALL METAL TRIM ON ALL GYPSUM BOARD EDGES ABUTTING OTHER MATERIALS OR WHERE GYP BD STOPS SHORT OF OTHER MATERIALS TO FORM A REVEAL
OR RECESS. USE METAL CORNER BEAD ON ALL GYPSUM BOARD EXTERIOR CORNERS.
31. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO WALLS. PROVIDE ADDITONAL
STRUCTURAL SUPPORT (PLATES, ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE WEIGHT OF ATTACHED ITEMS EXCEED WALL CAPACITY. PROVIDE BACKING
PLATES OR BLOCKING FOR ANY OWNER FURNISHED OR INSTALLED ITEMS.
32. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON PLANS OR ROOM FINISH SCHEDULE. PAINT BEHIND
ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS AS NECESSARY.
33. ALL EXTERIOR SURFACES TO HAVE A TEMPORARY OR PERMANENT WEATHER RESISTIVE BARRIER DURING CONSTRUCTION OPERATIONS TO PROTECT THE
BUILDING INTERIOR AND WALL SURFACES. EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.
34. THE AREA OF WORK SHALL BE MAINTAINED WEATHERTIGHT AND IN A SECURED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS
NECESSARY TO SECURE THE AREA OF WORK.
35. REFER TO FLOOR AND REFLECTED CEILING PLANS AND MECHANICAL AND ELECTRICAL DRAWINGS FOR SPACE ALLOCATIONS IN ROUTING OF ALL MECHANICAL
AND ELECTRICAL WORK INCLUDING DIFFUSERS, REGISTERS, GRILLES, LIGHTS, ETC. THE REFLECTED CEILING PLAN LOCATIONS SHALL BE ADHERED TO UNLESS
OTHERWISE NOTED ON DRAWINGS. EXCEPTIONS SHALL REQUIRE SPECIFIC WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER.
NOTE THAT ELECTRIC LIGHT FIXTURE LOCATIONS AND FIRE SPRINKLER HEADS SHALL TAKE PRECEDENCE OVER OTHER UTILITY ITEMS IN ANY AND ALL
LOCATIONS FOR AREAS WITH OR WITHOUT CEILINGS; THE CONTRACTOR SHALL COORDINATE AS REQUIRED, AND IF THERE IS NO APPARENT SOLUTION TO
COORDINATION ISSUE, CONTACT THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER FOR A RESOLUTION.
36. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE INFORMATION, DETAILS AND DIMENSIONS NOT INDICATED ON THE ARCHITECTURAL DRAWINGS.
REPORT ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO THE ARCHITECT/ ENGINEER OR OWNER'S REPRESENTATIVE, PRIOR
TO CONSTRUCTION.
37. COORDINATE MECHANICAL AND ELECTRICAL EQUIPMENT CONCRETE PADS AND ROOF CURB LOCATIONS, SIZES, SUPPORTS AND CONSTRUCTION
REQUIREMENTS, ONLY WITH REVIEWED AND CERTIFIED SHOP DRAWINGS OF THE RELATED TRADES.
38. REFER TO AND COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL FLOOR AND EXTERIOR WALL PENETRATIONS. INSULATE AND WATERTIGHT SEAL ALL
EXTERIOR WALL PENETRATIONS.
39. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS AND THE SPECIFICATIONS FOR WALL, FLOOR AND BUILDING SURFACES PENETRATION AND SEALING
REQUIREMENTS. FIRE STOP ALL PENETRATIONS OF FIRE RATED WALL OR FIRE RATED FLOOR OPENINGS PER TESTED UL ASSEMBLIES AND AS REQUIRED BY CODE.
40. PROVIDE WALL AND CEILING ACCESS DOORS AS MAY BE REQUIRED BY CODE OR TO PROPERLY SERVICE OR ADJUST ALL VALVES, DAMPERS, CLEAN OUTS,
ELECTRICAL JUNCTION BOXES AND OTHER DEVICES.
DEMOLITON NOTES:
41.
42.
43.
44.
45.
46.
PLAN AND SCHEUDLE CONSTRUCTION AND DEMOLITION ACTIVITIES TO AVOID INTERFERENCE AND TO MINIMIZE DISRUPTION OF THE OWNER'S OPERATIONS.
SCHEDULE AND COORDINATE ALL DEMOLITION WORK AND UTILITY SHUT DOWNS AND TIE INS WITH THE OWNERS REPRESENTATIVE. PROCEED WITH WORK
ONLY AFTER RECEIPT OF WRITTEN AUTHORIZATION.
DEMOLISHED MATERIALS, UNLESS OTHERWISE DIRECTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE
SITE BEFORE THE END OF EACH WORKDAY. OWNER RETAINED SALVAGED EQUIPMENT SHALL BE PROPERLY PROTECTED FOR REUSE OR CRATED FOR PROTECTION
AND DELIVERED TO THE OWNER'S SITE STORAGE. ALL HAZARDOUS AND NON-HAZARDOUS MATERIALS SHALL BE PROPERLY DISPOSED OF OFF SITE AND PER ALL
APPLICABLE FEDERAL, STATE AND LOCAL CODES.
PERFORM CONSTRUCTION AND SELECTIVE DEMOLITION IN A MANNER TO PREVENT DAMAGE TO ANY EXISTING AND NEW STRUCTURES, UTILITIES AND OTHER
PROPERTY.
ALL CUTTING AND CHASING OF BUILDING CONSTRUCTION SHALL BE IN A NEAT AND WORKMANLIKE MANNER. NEATLY SAWCUT ALL RECTANGULAR OPENINGS,
SET SLEEVES THROUGH OPENINGS, AND FINISH PATCH OR PROVIDE TRIM AROUND OPENINGS. CORE DRILL AND SLEEVE ALL ROUND OPENINGS.
REPAIR SURFACES THAT HAVE BEEN DAMAGED BY THE WORK. REPAIR DAMAGE TO MATCH EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO
WEATHER AND FIRE SEALING, INSULATING, PATCHING AND PAINTING TO MATCH.
MISCELLANEOUS SUPPORT RELATED NOTES:
47. PROVIDE SUPPLEMENTARY OR MISCELLANEOUS STEEL FOR SUPPORT, SWAY BRACING, CROSS BRACING, AND ANCHORAGE OF BUILDING SYSTEMS OR UTILITIES, IN
ORDER TO MEET SITE SEISMIC AND SYSTEM SPECIFIC INSTALLATION AND OPERATING CONDITIONS.
48. COORDINATE SUPPLEMENTARY OR MISCELLANEOUS STEEL WITH THE PRIMARY STRUCTURAL STEEL WORK. SUPPORT, BRACE, CROSS BRACE, GUIDE AND
ANCHOR AS REQUIRED SO AS TO IMPOSE NO OVERSTRESSING OF THE BUILDING STRUCTURE BEYOND STATED LOADS INDICATED ON THE STRUCTURAL
DRAWINGS.
49. DO NOT WELD TO, CUT OR DRILL BUILDING STEEL.
50. DO NOT WELD SUPPLEMENTARY OR MISCELLANEOUS STEEL TO BUILDING STEEL WITHOUT PRIOR WRITTEN APPROVAL OF PROPOSED DETAIL BY THE STRUCTURAL
ENGINEER. WELDING TO SUPPLEMENTARY STEEL IS PERMITTED.
51. DO NOT HANG SUPPORTS FROM TOP CHORD OF TRUSS. USE ONLY APPROVED BEAM CLAMPS, C CLAMPS ARE PROHIBITED.
B.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
CONFORM TO ALL APPLICABLE CODES AND GOVERNMENT REGULATIONS.
OBTAIN PERMITS AND PAY ALL FEES. ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS.
REVIEW FOR THE GENERAL BUILDING PERMIT WILL BE OBTAINED BY THE ARCHITECT. PERMIT FEE IS BY THE CONTRACTOR.
CODES, STANDARDS AND REGULATIONS
CONFORM TO ALL GENERAL AND SPECIAL CONDITIONS OF CONTRACT AS SPECIFIED BY ARCHITECT AND OWNER.
SPECIFICATIONS ARE APPLICABLE TO ALL CONTRACTORS AND/OR SUBCONTRACTORS.
CHECK OTHER PLANS AND SPECIFICATIONS AND FULLY COORDINATE WITH OTHER SYSTEMS ON GRADES.
VISIT SITE, CHECK FACILITIES AND CONDITIONS, VERIFY ALL UTILITY CONNECTIONS, AND TAKE ALL ITEMS INTO CONSIDERATION IN BID.
SYSTEMS ARE TO BE COMPLETE AND WORKABLE IN ALL RESPECTS, PLACED IN OPERATION AND PROPERLY ADJUSTED.
EACH CONTRACTOR SHALL PROVIDE FOR HIS OWN CLEAN UP, REMOVAL AND LEGAL DISPOSAL OF ALL RUBBISH ON A DAILY BASIS.
FULLY COORDINATE ALL WORK AND COOPERATE COMPLETELY WITH OTHER CONTRACTORS, SUBCONTRACTORS AND OWNER.
CONTRACTORS MUST CONFIRM ALL UTILITY CONNECTION POINTS IN FIELD, PRIOR TO STARTING WORK.
ARRANGE FOR AND OBTAIN OWNER'S PERMISSION FOR ANY SERVICE SHUTDOWNS REQUIRED UNDER THIS CONTRACT.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES OF CONSTRUCTION, AND THE SAFETY OF
WORKERS.
CUTTING, PATCHING AND DRILLING
1.
PROVIDE CLASS PB EIFS CONSISTING OF FABRIC SHALL BE ALKALI RESISTANT, OPEN WEAVE FIBER FABRIC WITH TENSILE STRENGTH OF NOT LESS THAN 200
LBS. MANUFACTURER: STO CORP (888)786-3437; STOTHERM LOTUSAN NEXT SYSTEM -OR- APPROVED EQUAL
PROVIDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY FOR ALL WORK INCLUDED FOR THE EXTERIOR INSULATED AND FINISH WALL SYSTEM.
DENS GLASS GOLD SHEATHING (AT METAL STUD FRAMING), RIGID MOLDED CELLULAR INSULATION, ADHESIVE, REINFORCING FABRIC, BASE COAT, FINISH
COAT AND ALL ACCESSORIES.
5.
4.
3.
2.
1.
FINISH SHALL BE KYNAR 500 FLUOROCARBON COATING. COLOR AS NOTED ON THE DRAWINGS.
GUTTER AND DOWNSPOUT SIZE AS NOTED ON THE DRAWINGS.
PROVIDE STRAPS AND BRACKETS AS REQUIRED.
GUTTERS, AND DOWNSPOUTS SHALL BE PREFINISHED G90 HOT DIPPED GALVANIZED STEEL, MINIMUM 22 GAUGE.
MISCELLANEOUS SHEET METAL ACCESSORIES - METAL FLASHING AND COPINGS SHALL BE PREFINISHED G90 HOT DIPPED GALVANIZED STEEL, MINIMUM 22
GAUGE INTERLOCKING 2 PART TYPE CONSTRUCTION.
PROVIDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH FLASHING AND SHEET METAL TO
INCLUDE, BUT NOT LIMITED TO: METAL FLASHING AND COPINGS METAL COUNTERFLASHINGS AND REGLETS. GUTTERS, DOWNSPOUTS AND SCUPPER.
6.
5.
4.
3.
2.
1.
CORNERS TO BE WELDED.
FORM EXTERIOR FRAMES OF 16 GAUGE FOR 1-3/4" DOORS, FLUSH DOUBLE RABBETED TYPE WITH 5/8" DEEP STOPS IN 2" FACE.
PROVIDE METAL FRAME FOR DOORS, FABRICATED WITH MITERED CORNERS.
WHERE FIRE RATED DOOR ASSEMBLIES ARE INDICATED OR REQUIRED PROVIDE DOOR AND FRAME ASSEMBLIES THAT COMPLY WITH NFPA 80.
HIGH DOORS, COMPLYING WITH STEEL DOOR INSTITUTE (SDI) RECOMMENDED SPECIFICATIONS.
HINGED DOOR AND FRAMES DESCRIBED HEREIN ARE FOR A MAX. OF 4 FT. WIDE AND 8 FT.
PROVIDE ALL LABOR AND MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH STEEL DOORS AND FRAMES.
20. INSTALL FINISH HARDWARE AS SPECIFIED IN DOOR HARDWARE SCHEDULE.
19. APPLY 3 MIL THICK BITUMINOUS COATING INSIDE OF BOTH INTERIOR AND EXTERIOR DOOR FRAMES THAT WILL BE FILLED WITH MORTAR.
18. EXCEPT ON WEATHER-STRIPPED FRAMES, DRILL STOPS TO RECEIVE 3 SILENCERS ON JAMB STRIKES OF FRAMES FOR SINGLE DOORS, 2 SILENCERS ON HEADS OF
FRAMES FOR PAIR OF DOORS.
17. FURNISH JAMB ANCHORS NOT LESS THAN 3 PER JAMB, AS REQUIRED TO SECURE FRAMES TO ADJACENT CONSTRUCTION. FORMED OF NOT LESS THAN 18
GAUGE GALVANIZED STEEL.
16. INTERIOR FRAMES SHALL BE 18 GAUGE WITH KNOCK - DOWN CONSTRUCTION.
15. EXTERIOR DOORS SHALL BE GALVANIZED FLUSH TYPE WITH INSULATION.
7.
SECTION 08110
STEEL DOORS AND FRAMES and DOORS AND WINDOWS
6.
SECTION 07600
FLASHING AND SHEET METAL
2.
SECTION 07240
EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)
ARCHITECTURAL SPECIFICATIONS
GENERAL INFORMATION
1.
2.
3.
BASE EQUIPMENT, MATERIALS AND SUBSTITUTIONS
GENERAL
C.
A.
1.
2.
D.
ALL CUTTING AND CHASING OF THE BUILDING CONSTRUCTION AS REQUIRED SHALL BE IN A NEAT AND PROFESSIONAL MANNER.
NEATLY SAW CUT ALL RECTANGULAR OPENINGS, SET SLEEVE THROUGH OPENING, AND FINISH PATCH OR PROVIDE TRIM FLANGE AROUND OPENING.
CORE DRILL AND SLEEVE ALL ROUND OPENINGS.
DO NOT CUT ANY STRUCTURAL COMPONENTS WITHOUT ARCHITECT'S APPROVAL.
PATCH AND FINISH TO MATCH ADJACENT AREAS THAT HAVE BEEN CUT, DAMAGED OR MODIFIED AS A RESULT OF THE INSTALLATIONS OF THE
MECHANICAL OR ELECTRICAL EQUIPMENT. FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSTRUCTION IN A CODE APPROVED MANNER.
5.
4.
3.
ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND FREE OF DEFECTS.
BASE EQUIPMENT MANUFACTURER, MODEL, AND CAPACITY OF EQUIPMENT ARE LISTED ON THE DRAWINGS OR IN THIS SPECIFICATION. ANY OTHER
MANUFACTURER IS CONSIDERED A SUBSTITUTION.
SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS SUBMITTED, INCLUDE COMPLETE PERFORMANCE FACTS FOR
EVALUATION.
IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS, SUBCONTRACTORS OF TRADES AFFECTED BY SUBSTITUTION AND FULLY
COORDINATE. ANY COSTS RESULTING FROM SUBSTITUTION, WHETHER BY CONTRACTORS OR OTHERS, SHALL BE RESPONSIBILITY OF AND PAID FOR
BY SUBSTITUTING CONTRACTOR.
ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH THE MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CHECK AND CONFORM TO THESE REQUIREMENTS PRIOR TO STARTING WORK.
1.
2.
3.
4.
5.
WARRANTY
PROVIDE AND INSTALL ALUMINUM AND GLASS SLIDING DOOR SYSTEM AND STOREFRONT SYSTEM, AS INDICATED ON THE DRAWINGS.
E.
1.
INCLUDE ALL FRAMING, BRAKE METAL TRIM, SUPPORTS, CLIPS, BRACKETS, CLOSURES, ETC, AS REQUIRED FOR A COMPLETE STOREFRONT AND ENTRANCE
NSTALLATION.
1.
ALUMINUM DOOR ENTRANCES, STOREFRONTS AND GLASS
WOOD DOORS
SECTION 08210
PROVIDE ALL LABOR AND MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH SPECIAL DOORS. SOLID CORE WOOD
DOORS SHALL HAVE BIRCH VENEER - STAIN GRADE WITH SOLID PARTICLE BOARD CORE PER ANSI A208.1, GRADE LD-1.
2.
ALLOW FOR EXPANSION AND CONTRACTION RESULTING FROM AMBIENT TEMPERATURE RANGE OF 120 DEGREES F.
PROVIDE FULL WARRANTY ON ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS NOTED
OTHERWISE.
EXTEND ALL MANUFACTURER'S WARRANTIES TO OWNER, INCLUDING FIVE (5) YEAR HEAT EXCHANGER EXTENDED WARRANTY ON HVAC EQUIPMENT.
REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD.
3.
PROVIDE CAPACITY TO MEET ALL REQUIRMENTS AS OUTLINE IN FLORDIA THE PRODUCT APPROVAL DESIGN GUIDELINES.
2.
3.
4.
INCLUDE TRANSOM FRAMING AS INDICATED ON THE DRAWINGS.
SECTION 08410
5.
INCLUDE ALL SAFETY RAILS AND ACCESSORIES AS REQUIRED BY LOCAL AUTHORITIES.
SHOP DRAWINGS
6.
ALL EXTERIOR STOREFRONT FRAMING SYSTEMS SHALL BE "THERMAL BREAK" CONSTRUCTION. KAWNEER SYSTEM "TRI-FAB 451-T" OR APPROVED EQUAL
F.
7.
ALUMINUM AND GLASS STOREFRONT SYSTEM SHALL COMPLY WITH THE PROVISIONS AAMA "METAL CURTAINWALL, WINDOW, STOREFRONT AND ENTRANCE
GUIDESPECIFICATIONS MANUAL".
1.
8.
ALUMINUM MEMBERS SHALL MEET ASTM 8221 FOR EXTRUSIONS.
PROVIDE JOB SPECIFIC INFORMATION ON REPRODUCIBLE SHEETS WITH GRAPHIC INFORMATION AT ACCURATE SCALE. CONTRACTOR IS RESPONSIBLE
TO CHECK ALL SUBMITTALS.
PROVIDE SUBMITTALS FOR THE FOLLOWING ITEMS:
CONCRETE DESIGN MIX.
ALL STRUCTURAL & MISCELLANEOUS STEEL
MASONRY & ACCESSORIES
METAL GUTTER & DOWNSPOUTS
SECTION 03300 - CAST IN PLACE CONCRETE
REFER TO STRUCTURAL DRAWINGS
9.
CONCRETE
2.
A)
B)
C)
D)
MASONRY
10. ASTM B209 FOR SHEET/PLATE.
1.
SEE WALL SECTIONS FOR INSULATION THICKNESS. FOAMED-IN-PLACE MASONRY INSULATION SHALL BE CORE-FILL 500 MANUFACTURED BY TAILORED
CHEMICAL PRODUCTS -OR- APPROVED EQUAL
INSULATION PROVIDE ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY FOR INSULATION WORK TO INCLUDE BUT NOT NECESSARILY BE
LIMITED TO: INSULATION SHALL BE EXTRUDED POLYSTYRENE BOARD INSULATION FOR USE BELOW GRADE.
1.
REFER TO THE DRAWINGS FOR ADDITIONAL ITEMS.
PROVIDE LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF FINISH HARDWARE.
8.
7.
6.
5.
4.
3.
2.
1.
APPLY TREATMENT AT GYPSUM BOARD JOINTS, INCLUDING JOINT TAPE AT ALL JOINTS BETWEEN GYPSUM BOARDS AND MIN. 2 COATS GYPSUM JOINT
COMPOUND (OMIT THIRD COAT AND SANDING ON CONCEALED DRYWALL WORK)
PROVIDE CONTROL JOINTS IN WALLS AT NOT MORE THAN 30' SPACING AND IN SOFFITS NOT EXCEEDING 50' SPACING, OR AS INDICATED ON THE DRAWINGS.
PROVIDE MANUFACTURER'S STANDARD TRIM ACCESSORIES, INCLUDING BUT NOT LIMITED TO CORNER BEAD, L TYPE EDGES, TRIM BEDS, U TYPE EDGE TRIM
BEAD, SPECIAL L CURVED TYPE EDGE TRIM BEAD AND ONE PIECE CONTROL JOINT BEAD.
INSTALL WATER RESISTANT GYPSUM BOARD, PER ASTM C30 AT TOILETS, SERVICE SINK, ALL SINKS AND FLOOR DRAIN AREAS.
FOR LOADING REFER TO THE DRAWINGS FOR MINIMUM GAUGE.
ADJUST GAUGE AS REQUIRED FOR UNSUPPORTED LENGTH PER 5 PSF.
GYPSUM BOARD INSTALLATION WILL BE ON METAL STUDS OR FURRING @ 16" ON CENTER UNLESS OTHERWISE NOTED.
PROVIDE GYPSUM BOARD AS INDICATED ON THESE DRAWINGS, AS MANUFACTURED BY DOMTAR GYPSUM AMERICA, INC., GOLD BOND BLDG. PRODUCTS, AND
US GYPSUM CO.
PROVIDE AND INSTALL GYPSUM DRYWALL AS INDICATED ON THESE DRAWINGS, AND PER ASTM C11 OR GA-505 BY THE GYPSUM ASSOCIATION.
ACOUSTIC CEILING & GRID
SECTION 009510
1. INTERIOR ACOUSTIC CEILING TILES TO BE 5/8" x 24" x 48" STANDARD FISSURE TILE IN 15/16" WHITE GALVANIZED SUSPEND GRID. INSTALL PER
MANUFACTURERS REQUIREMENTS.
EXTERIOR ACOUSTIC CEILING TO BE 5/8" x 24" x 48" EXTERIOR FISSURE TILE IN 15/16" WHITE GALVANIZED SUSPENDED GRID.
ARMSTRONG - CERAMAGUARD OR EQUAL.
PROVIDE HOLD DOWN CLIPS.
INSTALL PER MANUFACTURERS REQUIREMENTS.
PAINTING
SECTION 09900
1. PROVIDE ALL LABOR AND MATERIALS AS NECESSARY FOR FINISHES AS INDICATED IN THESE SPECIFICATIONS.
2. ACCEPTABLE PAINT MANUFACTURERS INCLUDE: SHERWIN WILLIAMS, PPG, AND BENJAMIN MOORE
3. ALL FINISHES AND MATERIALS TO RECEIVE PAINT SHALL BE CLEANED THOROUGHLY AND PREPARED PER MANUFACTURES RECOMMENDATIONS.
4. INTERIOR DRYWALL
4.1.
1 COAT LATEX PRIMER
4.2.
2 COATS LATEX EGGSHELL
5. INTERIOR WOOD DOORS.
5.1.
1 COAT OPEN GRAIN WOOD FILLER
5.2.
2 COATS WOOD SATIN POLYURETHANE SEALER
6. INTERIOR HOLLOW METAL FRAMES AND DOORS
6.1.
1 COAT FACTORY PRIME COAT
6.2.
2 COATS SPREAD LUSTER SEMI-GLOSS ENAMEL
7. EXTERIOR METAL
7.1.
1 COAT PRIMER (IF NOT FACTORY PRIMED)
7.2.
2 COATS SPREAD LUSTER SEMI-GLOSS ENAMEL
8. SEE ROOM FINISH SCHEDULE SHEET A4 FOR SPECIFIC COLORS.
2.
3.
4.
5.
10. EXTERIOR GYPSUM SHEATHING - 5/8" DENS-GLASS GOLD PER ASTM. C79. - OR - APPROVED EQUAL
9.
SECTION 09250 GYPSUM DRYWALL
FINISHES
2.
SECTION 08710
FINISH HARDWARE
17. PROVIDE 1/4" GLASS IN DOORS AS INDICATED IN THE DRAWINGS.
16. ALUMINUM FRAME & BRAKE METAL SHALL HAVE FINISH PER EXTERIOR FINISH SCHEDULE.
15. ALL GLASS SHALL BE CLEAR UNLESS OTHERWISE NOTED.
14. PROVIDE TEMPERED GLASS ADJACENT TO ENTRY DOORS OR AS REQUIRED BY LOCAL AUTHORITIES. INTERIOR GLASS SHALL BE 1/4" TEMPERED GLASS
13. GLASS SHALL BE 1/4" THICK PANES WITH 1/2" AIR SPACE WITH A LOW-E COATING.
12. BRAKE METAL SHALL BE 0.050 THICKNESS. PROVIDE 1" INSULATED UNITS AT EXTERIOR.
11. STEEL REINFORCEMENT SHALL BE HOT ROLLED TYPE MEETING ASTM A36.
SECTION 04200
1.
2.
3.
4.
5.
8.
9.
10.
11.
12.
13.
14.
15.
INSTALL MASONRY UNITS AS INDICATED ON THE DOCUMENTS. THESE UNITS SHALL INCLUDE, BUT NOT BE LIMITED TO REGULAR CONCRETE BLOCK.
PROVIDE COLD WEATHER PROTECTION WHEN WEATHER CONDITIONS DICTATE.
MASONRY UNITS SHALL BE REINFORCED WITH TRUSS TYPE REINFORCING PER ASTM A153.
CONTRACTOR IS RESPONSIBLE TO INSTALL ALL NECESSARY ITEMS INCLUDING STEEL LINTELS, ANCHORS, REINFORCING, ETC., AND ALL OTHER ITEMS
NECESSARY FOR A COMPLETE INSTALLATION.
MASONRY SHALL BE MINIMUM 2000 PSI - NORMAL WEIGHT AND MEET ASTM C 90. MORTAR SHALL BE TYPE "S" AND SHALL MEET ASTM. C270. COLOR
AS SCHEDULED ON EXTERIOR FINISH SCHEDULE.
FLASHING, WEEP HOLES, AND VENTS: GENERAL: INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES,
OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN WALL, AND WHERE INDICATED. EXTEND FLASHING 4 INCHES AT ENDS AND TURN
FLASHING UP NOT LESS THAN 2 INCHES TO FORM A PAN. INSTALL METAL DRIP EDGES BENEATH FLASHING AT EXTERIOR FACE OF WALL
STOP FLASHING 1/2 INCH BACK FROM OUTSIDE FACE OF WALL AND ADHERE FLASHING TO TOP OF METAL DRIP EDGE.
INSTALL METAL FLASHING TERMINATION BENEATH FLASHING AT EXTERIOR FACE OF WALL.
STOP FLASHING 1/2 INCH BACK FROM OUTSIDE FACE OF WALL AND ADHERE FLASHING TO TOP OF METAL FLASHING TERMINATION.
PROVIDE SINGLE WYTHE CONCRETE MASONRY UNIT DRAINAGE SYSTEM USING BLOK-FLASH, MANUFACTURED BY MORTAR NET USA.
DRAINAGE SYSTEM INCLUDES PAN, INTEGRATED WEB SPACER/BRIDGE AND DRAINAGE MAT. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR
HANDLING AND INSTALLATION.
FOR VERTICAL AND HORIZONTAL REINFORCING REF TO STRUCTURAL DRAWINGS.
COAT EXTERIOR BLOCK WITH CLEAR PROSOCO SILOXANE WB MASONRY SEALER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, COVERAGE
RATES AND SPECIFICATIONS.
METALS
SECTION 05120
STRUCTURAL STEEL REFER TO STRUCTURAL DRAWINGS.
SECTION 05400
COLD FORMED METALS REFER TO STRUCTURAL DRAWINGS
SECTION 05500
METAL FABRICATIONS PROVIDE AND INSTALL ALL ITEMS MADE FROM IRON AND STEEL SHAPES, PLATES, BARS, STRIPS, TUBES, PIPES AND CASTINGS
WHICH ARE NOT A PART OF THE STRUCTURAL STEEL OR OTHER METAL SYSTEMS SPECIFIED ELSEWHERE.
LOOSE STEEL LINTELS.
1.
2.a.
LOOSE BEARING AND LEVELING PLATES.
THESE SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING:
2.b.
MISCELLANEOUS FRAMING AND SUPPORTS.
2.
2.c.
STEEL BOLLARDS (SCHEDULE 40)
ALL FERROUS METALS SHALL BE SHOP PRIMED AND FIELD TOUCHED UP.
2.d.
3.
PROVIDE A ZINC COATING FOR ITEMS EXPOSED TO THE EXTERIOR.
DOWNSPOUT GUARDS
4.
ALSO, PROVIDE ZINC COATING FOR ANY STEEL INSIDE EXTERIOR MASONRY WALLS.
2.e.
5.
ROUGH CARPENTRY PROVIDE AND INSTALL ALL WORK NECESSARY FOR ROUGH CARPENTRY INCLUDING: WOOD GROUNDS, NAILERS, AND BLOCKING.
WOOD FURRING & FRAMING.
ROOF PLATES AND CANTS. ALL WOOD BLOCKING, NAILERS, PLATES AND PLYWOOD SHALL BE EXTERIOR GRADE, CHEMICALLY FIRE RETARDANT
TREATED.
ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL COMPLY WITH APPLICABLE STANDARDS FOR PRESERVATIVE TREATMENT LUMBER.
(LUMBER AWPA C2).
CARPENTRY
SECTION 06100
1.
2.
3.
SECTION 06200
FINISH CARPENTRY PROVIDE ALL LABOR, MATERIALS, SERVICE AND EQUIPMENT NECESSARY FOR ALL FINISH CARPENTRY WORK, INCLUDING, BUT NOT
LIMITED TO: INSTALLATION OF DOORS AND HARDWARE.
THERMAL & MOISTURE PROTECTION
2.
INSTALLATION SHALL BE PER MANUFACTURER'S INSTRUCTIONS.
SECTION 07200
3.
Florida Business License: AA26001620
CONSULTANT:
SEAL: DONALD FRANCIS BARRY, AR94443
PERMIT
Dept Mgr Approval
0
REV
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED BY
THE OWNER, OWNER'S AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
9/28/2012
A.RICCUTTI
B.COLBURN
9/20/2012
PALMETTO CAPITAL GROUP
220 East High Street
Charlottesville, VA 22903
Office: (434) 295-7131
Contact: Austin Cox
DOLLAR GENERAL
US HWY 27 & SANDMINE ROAD
DAVENPORT, FLORIDA
DO NOT SCALE DRAWING
JCDT.12.0279