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UP
FE
FE
FE
FA9
C
V6
V2V1 V4
V3C
J
J
1-A14 3
1-A14 4
1-A142
1-A14 5
DISHWASHING
1009
STOCKROOM
1010
STAFFLOCKERS
1011
FREEZER
1013
COOLER
1014
STAFFTOILET
1012
OFFICE
1015
SAFEROOM
1016
VENDING
1002
VENDINGSTORAGE
1003
FOODSERVICE
1006
CORRIDOR
1017
INDOORDINING
1001A
INDOORDINING
1001B
SAUTE STATION
ENTREES AND SIDES
FRESH CHOICES BISTRO
CEREAL17
D21
D21
6
B8
B1
B9
9 ES1
ES2
FC19
K14
P66
9
9
B8A
B6
B7
K15
B8
B1
B9
B8A
B6
B7
FC14
FC5
K20
FC11
FC20
FC4
FA7
SB5
SS1
FC15
FA4
CC14
K20
FA3
FA8
K31K32
JANITOR
1008A
FOOD PREP
1008
K11
K2K1
FC19
CR1CR2
CC14
FC14
FC5
CE13
K38
K38
K38
K38
K37
K40
K50
K40K20
K29TRASH
CAN
TRASHCAN
K37
K49
K37 K28 K27
K44
K30
K41
K46
K44 K44 K44 K42A K42A
K42B
K42B
K42B
K42B
K42B
K42B
K42A K42A
17
LIM
IT O
FC
ON
TR
AC
T
B10
K42B
K42B
K42B
K42B
K42B
K42B
1-A14 9 1-A147
1-A14
8
1-A14
10
B10
K45 K45 K45
1
2
1-A12
12
REFER TO DRAWING 1-A6DRAWING FOR FURNITURE& EQUIPMENT SCHEDULE
LIM
IT O
FC
ON
TR
AC
T
D21
D21
FROM THE GARDENWITH DELI
1-A14
6
FA3
DW5
DW2DW1 DW3
DW4
REFER TO 1-P4 FORADDITIONAL INFORMATION ONDISHSWASHING EQUIPMENT
GENERAL NOTES
CC = CONTRACTOR SUPPLY AND INSTALLKC = CANTEEN SERVICES SUPPLY AND CONTRACTOR INSTALLKK = CANTEEN SERVICES SUPPLY AND INSTALL
NEW MAIL ROOM
NEW CANTEEN & STORE
one eighth inch = one foot
0
one quarter inch = one foot
84 16 40 8
BID
MARCH 31, 2014
DOCUMENTS
PROJECT NO.
DATE:
DRAWING NO.BUILDING NUMBER
1
CHECKED DRAWN
LOCATION
DRAWING
DWG. OF
PROJECT TITLEDRAWING TITLE
FACILITY PROJECT NAME
REVISIONS DATE
WILKES-BARRE V.A. MEDICAL CENTER
72WILKES-BARRE, PA
FOOD SERVICE EQUIPMENT PLAN
AND SCHEDULE
03-31-2014
693-12-110
1-A16
VA CANTEEN AND
RETAIL RENOVATIONS
1/4" = 1'-0"1-A16
1 OVERALL FOODSERVICE EQUIPMENT PLAN
FOODSERVICE EQUIPMENT SCHEDULE
ITEMNO DESCRIPTION MODEL NO SUPPLIER/INSTALLER
DINING
D21 TRASH RECEPTACLE (SINGLE) FABRICATED CC
DISHWASHING
DW1 CLEAN DISHTABLE CORNER EAGLE GROUP CDTCL-84-16/3 CC
DW2 DISHWASHER HOBART CL44e CC
DW3 FOODWASTE DISPOSER HOBART FD3/150 CC
DW4 SOILED DISHTABLE EAGLE GROUP - VARIES CC
DW5 THREE COMPARTMENT SINK EAGLE GROUPFN2472-3-24L-14/3
CC
FOODSERVICE
1 FREEZER SEE SPECIFICATIONS CC
2 COOLER SEE SPECIFICATIONS CC
6 CONDIMENT STAND FABRICATED CC
9 MENU BOARD HOWARD KC
17 TRAY DISPENSER DUKE TTD-1216 KC
B1 BEVERAGE COUNTER FABRICATED CC
B6 COLD CUP DISPENSER DISPENSE-RITE WR-CT-4 KC
B7 HOT CUP DISPENSER DISPENSE-RITE WR-CT-3 KC
B8 BEVERAGE/ICE DISPENSER PROVIDED BY COKE KC
B8A ICE MACHINE HOSHIZAKI KMD-450MAH KC
B9 GOLD PEAK TEA DISPENSER PROVIDED BY COKE KC
B10 COFFEE BREWER FETCO CBS-2052e KC
CC14 1 SECTION WARMER ALTO SHAAM 1200-UP/STD KC
CE13 BROASTER PRESSURE FRYER BROASTER 1800E KC
CR1 ROTISSERIE MERCHANDISING BASE HENNY PENNY SCT-800 KC
CR2 ROTISSERIE COUNTERTOP ELECTRIC HENNY PENNY SCR-6 KC
ES1 ENTREES & SIDES COUNTER FABRICATED W/ 6 HOT WELLS CC
ES2 CARVING STATION ALTO SHAAM 100-HSL/TM KK
FA3 BREAD RACK HUBERT 13639 KC
FA4 DELI OVER WITH PROOFER DOYON JAOP6-SL KC
FA7 FREEZER WORK TABLE TRUE TWT-48F KC
FA8 REFRIIGERATOR WORK TABLE TRUE TWT-60 KC
FC1 FRESH CHOICE BISTRO COUNTER FABRICATED W/ 4 HOT/2HOT-COLD
CC
FC4 TOASTER TOASTMASTER TC1703 KC
FC5 DUMP TABLE W/ HEAT LAMP FRYMASTER KC
FC11 GRIDDLE KEATING 48X30 E KC
FC14 FRYER FRYMASTER FPRE17 KC
FC15 INDUCTION RANGE (COUNTERTOP) VOLLRATH 59500 KC
FC19 HOOD CC ITEM - SEE SPECIFICATIONS CC
FC20 HOOD CC ITEM - SEE SPECIFICATIONS CC
K1 COMBITHERM OVEN W/ LEGS ALTO SHAAM 7-14ES KC
K2 COMBITHERM OVEN W/ STACK KIT ALTO SHAAM 7-14ES KC
K11 RANGE W/ OVEN VULCAN EV36-S-6FP-208 KC
K14 REFRIGERATED SELF-SERVER CASE STRUCT CONCEPTS B42 KC
K15 REFRIGERATED SELF-SERVER CASE STRUCT CONCEPTS B62 KC
K20 1 SECTION ROLL-IN REFRIGERATOR TRUE TR1RRI-1S KC
K27 FOOD PREP SINK W/ 2HP DISPOSER CC ITEM - SEE SPECIFICATIONS CC
K28 OVERHEAD SHELF VCS BUYOUT KC
K29 FOOD PREP SINK W/ 2HP DISPOSER SEE SPECIFICATIONS CC
K31 ICE MACHINE HOSHIZAKI KM-901MAH KC
K32 ICE BIN HOSHIZAKI B-900PF KC
K37 WORK TABLE W/ DRAWER AND OVERHEAD SHELF VCS BUYOUT KC
K38 WORK TABLE W/ DRAWER AND OVERHEAD SHELF VCS BUYOUT KC
K40 WORK TABLE W/ DRAWER VCS BUYOUT KC
K49 SLICER GLOBE 3975 KC
K50 FOOD PROCESSOR ROBOT COUPE R2DICE KC
P6 BAKER'S RACK HUBERT 95555 KC
SB5 SALAD/DELI CASE FABRICATED W/ 4 COLD CC
SS1 SAUTE STATION W/ INDUCTION FABRICATED W/ 1 HOT/1 COLD CC
STOCKROOM
K30 CAN STORAGE RACK WIN-HOLT EQUIP CR-162M KC
K41 STORAGE SHELVES VCS BUYOUT FROM METRO KC
K42A STATIONARY SHELVES VCS BUYOUT FROM METRO KC
K42B MOBILE SHELVES VCS BUYOUT FROM METRO KC
K44 DUNNAGE RACK VCS BUYOUT KC
K45 CO2/SYRUP LINE CONDUIT CC ITEM - SEE SPECIFICATIONS CC
K46 BAG-IN-BOX SHELVES VCS BUYOUT KC
20
JCB KAL
UP
DN
DN
DISTRIBUTION
ROOM
1018
INCOMING MAIL
ROOM
1019
MAIL STORAGE
ROOM
1020
VENDINGSTORAGE
1003
MENSTOILET
1004
VENDING
1002
WOMENTOILET
1005
INDOORDINING
1001A
INDOORDINING
1001B
FOODSERVICE
1006
FOODPREP
1008
SAFEROOM
1016
OFFICE
1015 COOLER
1014
FREEZER
1013
STAFFLOCKERS
1011
STAFFTOILET
1012
STOCKROOM
1010
DISHWASHING
1009
CORRIDOR
1017
JANITOR
1008A
T6T6
T3
T3
T2
T2
T2
T3
T4
T4
T4
T4
T4
T5
1027
1028
LIM
IT O
FC
ON
TR
AC
T
LIM
IT O
FC
ON
TR
AC
T
T1
T1
T1
T1
STORAGE
1022
CORRIDOR
26
COUNTINGOFFICE
1024
CANTEENOFFICE
1023
RETAILSALES
1021
ELECTRICAL/STORAGE
1025
TOILET
1026
T3
T1T2
T6
LIM
IT O
FC
ON
TR
AC
T
LIM
IT O
FC
ON
TR
AC
T
T6 T6
T6
T6
CARPET
FLOORING LEGEND
PORCELAIN TILE:
6X6
PORCELAIN TILE:
13X20
QUARRY TILE
VINYL COMPOSITION
TILE
PORCELAIN TILE:
5x36
T6
T6
GENERAL NOTES
1. PROVIDE FLASH PATCHING FROM ALL MATERIALS FOR
FLUSH TRANSITION OF ADJOINING MATERIAL.
2. REFER TO DRAWINGS 1-A5 FOR PATTERN OF FLOOR
FINISHES. HATCHING ON THIS SHEET INDICATES
MATERIALS ONLY.
F I N I S H L E G E N D
MTRL. DESCRIP. MANUF. STYLE/ COLOR REMARKS
CPT1 MODULAR CARPET TILE
CPT2 MODULAR CARPET TILE
PNT1 PAINT- FIELD
PNT2 PAINT- ACCENT
PNT3 PAINT- ACCENT
PNT4 PAINT- ACCENT
PNT5
PT1
PORCELAIN TILEPT2
PORCELAIN TILEPT3
PORCELAIN TILEPT4
PORCELAIN TILEPT5
PORCELAIN TILE
VCT VINYL COMPOSITION TILE
PT6
PORCELAIN TILEPT7
PORCELAIN TILEPT8
WP WOOD PANELING SYSTEM
WD
QS3
ACT1
ACT2
ACT3 ACOUSTICAL TILE CEILING
ACOUSTICAL TILE CEILING
ACOUSTICAL TILE CEILING ARMSTRONG OR APPROVED EQUAL ULTIMA, NO. 1951, SIZE: 24" X 24"
ARMSTRONG OR APPROVED EQUAL OPTIMA, NO. 3251, SIZE: 24" X 24" --
ARMSTRONG OR APPROVED EQUAL CLEAN ROOM MYLAR, NO. 1715, SIZE: 24" X 24" --
ARMSTRONG OR APPROVED EQUAL OPTIMA, TECH ZONE, NO. 3256, SIZE: 48" X 48" --ACT4 ACOUSTICAL TILE CEILING
SHAW CONTRACT INSTALLATION: MONOLITHICPATTERN: JASPER TILE, NO. 14740 ZIRCON
ATLAS CARPET MILLS INSTALLATION: BRICK MONOLITHICPATTERN: TAUSERT TILE, NO. 21RT POLISHED GREY
--
ARMSTRONG PATTERN: STANDARD EXCELON, NO. 51858 SANDRIFT WHITE
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
PORCELAIN TILE
ARMSTRONG WOODWORKS LINEAR, NO. NLC LIGHT CHERRY
ARMSTRONG WOODWORKS WALLS, NO. LIGHT CHERRY
QS1 QUARTZ SURFACE - BASE CAMBRIA PATTERN: DESERT COLLECTION, NO. 2095 SUSSEX
QS2 QUARTZ SURFACE CAMBRIA
QUARTZ SURFACE CAMBRIA PATTERN: CLASSIC COLLECTION , NO. 0210 CARDIFF CREAM
--
--
--
SIZE: 6.5" X 6.5"
SIZE: 13" X 20"
SIZE: 6.5' X 20"
SIZE: 5" X 36"
SIZE: 39" X 118"
SIZE: 39" X 118"
SIZE: 5/8" X 3" RANDOM
SIZE: 8" X 24"
COUNTERTOPS AND WALL CAPS
WINDOW STOOLS AND WALL CAPS
INSTALLATION: MONOLITHIC
--
--
DAL-TILE PATTERN: VERANDA, NO. P505 SAND
PATTERN: VERANDA, NO. P525 RAWHIDEDAL-TILE
PATTERN: I NATURALI, NO. L2224 TRAVERTINO AVORIOLAMINAM BY CROSSVILLE
CT CERAMIC TILE PATTERN: SEMI-GLOSS, NO. K165 ALMOND
QT QUARRY TILE PATTERN: ECO QUARRY, NO. 507 PURITAN GRAYMETROPOLITAN CERAMICS
DAL-TILE
PATTERN: DESERT COLLECTION, NO. 2095 SUSSEX
RB1 RUBBER BASE COLOR: TO BE DETERMINEDJOHNSONITE OR APPROVED EQUAL --
PNT7
SHERWIN WILLIAMS
PAINT- ACCENT SHERWIN WILLIAMS
COLOR: KILIM BEIGE, NO. SW6106
COLOR: VIRTURAL TAUPE, NO. SW7039
COLOR: SVELTE SAGE, NO. SW6164
COLOR: ESCAPE GRAY, NO. SW6185
SIZE: 6" X 6"
--
SIZE: 6" X 6"
PAINT- HOLLOW METAL FRAME SHERWIN WILLIAMS
COLOR: KILIM BEIGE, NO. SW6106 ALL LOCATIONS UNLESS NOTED OTHERWISE
RP3
RESINOUS PANEL 3-FORM PATTERN: LINEA IVORY, FINISH: SANDSTONE
COLOR: DIVINE WHITE, NO. SW6105
FRP --FIBERGLASS REINFORCED - CEILING ALPHA SAN COMPOSITE COLOR: WHITE, SIZE: 24" X 48"
--
RP1
RESINOUS PANEL 3-FORM PATTERN: BIRCH GROVE + FJORD 2, FINISH: SANDSTONE
PORCELAIN TILE GARDEN STATE TILE
SIZE: 12" X 24"
SIZE: 12" X12" FOR STAIR APPLICATION
DAL-TILE
PATTERN: MARINA, NO. WALNUT
PATTERN: VERANDA, NO. P505 SAND
PT1A
PORCELAIN TILE DAL-TILE PATTERN: MONT BLANC, NO. P236 D'ALPE
PORCELAIN TILE DAL-TILE PATTERN: MONT BLANC, NO. P236 D'ALPE
PATTERN: BLENDS, NO. L2049 NOCELAMINAM BY CROSSVILLE
DAL-TILE PATTERN: FASHION ACCENTS, NO. F015 ILLUMINI LAKE
PLAM1 PLASTIC LAMINATE - VERTICAL WILSON ART COLOR: 7953-38 HARVEST MAPLE
PLAM2 PLASTIC LAMINATE - COUNTERTOP WILSON ART
--
--COLOR: 4853-38 MISSION STONE
--
--
ARMSTRONG OR APPROVED EQUAL OPTIMA, NO. 3261, SIZE: 24" X 72" --ACT5 ACOUSTICAL TILE CEILING
PSTR PAINTED STRUCTURE SHERWIN WILLIAMS COLOR: DIVINE WHITE, NO. SW6105
PNT6 PAINT- HOLLOW METAL FRAME SHERWIN WILLIAMS
ROOMS: 1001A (INTERIOR FACE) 1008, 1008A,1010, 1011, 1012, 1015, 1016, 1018, 1019, 1020.
COLOR: VIRTURAL TAUPE, NO. SW7039
--
--
WOOD CEILING SYSTEM
PORCELAIN TILEPT9 SIZE: 2" X 12" SIDEWALK ACCENTAMERICAN OLEAN PATTERN: DESIGNER ELEGANCE, NO. DE87 BROWN
RP2 RESINOUS PANEL 3-FORM PATTERN: BIRCH GROVE, FINISH: SANDSTONE --
NEW MAIL ROOM
NEW CANTEEN & STORE
one eighth inch = one foot
0
one quarter inch = one foot
84 16 40 8
BID
MARCH 31, 2014
DOCUMENTS
PROJECT NO.
DATE:
DRAWING NO.BUILDING NUMBER
1
CHECKED DRAWN
LOCATION
DRAWING
DWG. OF
PROJECT TITLEDRAWING TITLE
FACILITY PROJECT NAME
REVISIONS DATE
WILKES-BARRE V.A. MEDICAL CENTER
72WILKES-BARRE, PA
ROOM FINISH SCHEDULE03-31-2014
693-12-110
1-A17
VA CANTEEN AND
RETAIL RENOVATIONS
B A S E R E M A R K S
F L O O R R E M A R K S
C E I L I N G R E M A R K S
W A L L R E M A R K S
R1: NOT USEDR2. SEE FLOOR PATTERN PLANS FOR VARYING
MATERIALS.R3: T=PT1A, R=PT1A, L=PT1A, S=PNT1R4: PROVIDE QT FLOORING IN PRE-FABRICATED WALK-IN COOLER & FREEZER UNITS.R5-R25: NOT USED
R26: WALK-IN COOLER & FREEZER SHALL BE PRE- FABRICATED UNITS.R27-R50: NOT USED
R51: NOT USEDR52: SEE INTERIOR ELEVATIONS FOR VARYING WALL
MATERIALS.R53: PROVIDE ACCENT WALL.R54: PROVIDE FULL HEIGHT CERAMIC ACCENT TILE AT
SINK WALL.R55: WALL-IN COOLER & FREEZER SHALL BE PRE-FABRICATED UNITS.R56-R75: NOT USED
R76: NOT USEDR77: SEE REFLECTED CEILING PLANS FOR VARYING
CEILING MATERIALS AND HEIGHTS.R78: PROVIDE ACCENT PAINT AT BULKHEADS.R79: WALK-IN COOLER & FREEZER SHALL BE PRE-FABRICATED UNITS.R80-R100: NOT USED
G E N E R A L N O T E S
ROOM FINISH SCHEDULE LEGEND
1. REFER TO SPECIFICATIONS FOR DETAILED DESCRIPTION OF FINISH SYSTEMS/TYPES.
2. REFER TO WALL TYPES FOR MASONRY LOCATIONS AND DETAILS.
3. GYPSUM WALLBOARD BULKHEADS AND SOFFITS SHALL BE PAINTED.
4. ALL HOLLOW METAL DOORS AND FRAMES, INTERIOR AND EXTERIOR, SHALL BE PAINTED.
5. ALL INTERIOR AND EXTERIOR FERROUS METAL SHALL BE PAINTED INCLUDING LINTELS, RAILINGS, GRILLES, AND LOUVERS. (DOES NOT INCLUDE FACTORY OR PRE- FINISHED ITEMS)
6. SEE FINISH PLANS FOR TRANSITIONS OF MATERIALS.
ROOM FINISH SCHEDULE
NUMBER NAME FLOOR BASE
WALLS
CEILING FINISH REMARKSWALL FINISH
WAINSCOT
FINISH HEIGHT
BASEMENT
1001A INDOOR DINING PT1/PT5/CPT2
QS1/PT4 PNT1/PT3/PT4/PT6/PT7/PT8/WP/STONE -- -- ACT5/WD/PNT1/PNT3 R2, R52, R77, R78
1001B INDOOR DINING PT1/PT5 QS1/PT4 PNT1/PNT3/WP/STONE -- -- ACT3//WD/PNT1 R2, R3, R52, R77, R78
1002 VENDING PT5 QS1 PT6 -- -- ACT2/PNT2 R77, R78
1003 VENDING STORAGE VCT RB PNT1 -- -- ACT1
1004 MENS TOILET PT2 PT3 PNT3/PT8 PT3 6'-0" ACT1 R52, R54
1005 WOMEN TOILET PT2 PT3 PNT4/PT8 PT3 6'-0" ACT1 R52, R54
1006 FOOD SERVICE PT1/PT5/QT QS1/QT PT3/PT4/PT6/PT8 -- -- ACT2/ACT3/PNT3 R2, R52, R77, R78
1008 FOOD PREP QT QT CT -- -- FRP
1008A JANITOR QT QT PNT1 -- -- PSTR
1009 DISHWASHING QT QT CT -- -- FRP
1010 STOCKROOM QT QT PNT1 -- -- FRP
1011 STAFF LOCKERS PT2 PT2 CT -- -- ACT1
1012 STAFF TOILET PT2 PT2 CT -- -- ACT1
1013 FREEZER QT * * -- -- * R4, R26, R55, R79
1014 COOLER QT * * -- -- * R4, R26, R55, R79
1015 OFFICE QT QT PNT1 -- -- ACT1
1016 SAFE ROOM QT QT PNT1 -- -- ACT1
1017 CORRIDOR PT5 QS1 PT6 -- -- ACT4/PNT2 R77, R78
1018 MAIL DISTRIBUTION ROOM VCT RB PNT1/PNT4 -- -- ACT1 R53
1019 INCOMING MAIL ROOM VCT RB PNT1 -- -- ACT1 R53
1020 MAIL STORAGE VCT RB PNT1 -- -- ACT1
1027 Room VCT RB PNT1 -- -- PSTR
1028 Room VCT RB PNT1 -- -- PSTR
FIRST FLOOR
26 CORRIDOR PT5 QS1 PT6 -- -- ACT4/PNT2 R77, R78
1021 RETAIL SALES PT1/PT5 QS1 PNT1/PNT2/PNT4 -- -- ACT2/WD/PNT1/PNT4 R2, R3, R52, R77, R78
1022 STORAGE VCT RB PNT1 -- -- ACT1
1023 CANTEEN OFFICE CPT1 RB PNT1/PNT4 -- -- ACT1 R53
1024 COUNTING OFFICE CPT1 RB PNT1/PNT4 -- -- ACT1 R53
1025 ELECTRICAL/ STORAGE VCT RB PNT1 -- -- ACT1
1026 TOILET PT2 PT3 PNT4/PT8 PT3 6'-0" ACT2 R52, R54
1/8" = 1'-0"1-A17
1 OVERALL BASEMENT FLOOR - FLOOR MATERIAL PLAN
1/8" = 1'-0"1-A17
2 OVERALL FIRST FLOOR - FLOOR MATERIAL PLAN
1/8" = 1'-0"1-A17
3 MAIL ROOM - FLOOR MATERIAL PLAN
21
TRANSITION SCHEDULE AS INDICATEDON FLOOR MATERIAL DRAWINGS
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
NO. TRANSITION TRANSITION BY
T1
T2
T3
T4
T5
MATERIAL
PORCELAIN TILE TO CARPET PORCELAIN TILE
PORCELAIN TILE TO QUARRY TILE N/ANONE - FLUSH TRANSITION
PORCELAIN TILE TO QUARRY TILE (@ 1012) PORCELAIN TILEMARBLE
T6 PORCELAIN TILE TO EXISTING VERIFY IN FIELD PORCELAIN TILE
SCHLUTER, NO. SCHIENE
PORCELAIN TILE TO PORCELAIN TILE PORCELAIN TILEMARBLE
PORCELAIN TILE TO RESILIENT JOHNSONITE NO. CTA-Z RESILIENT
JCB MER
SP ORDERKIOSK
R
HH
12
1313
1717
22 22
A A
17
22 2222
18
A
52
2.84.1
B
X33.3
C
A
X2 1.1
FA9FA9
B T
BT
B T
BT
A
B
1.1X2X3X4 2.8
C
3.34.1
XA
1.2
22'-0" V.I.F. 22'-0" V.I.F. 22'-10" V.I.F.
14'-6" 8'-8 1/2" 3'-9 1/2" 18'-2 1/2" 21'-10"
2'-8"
12'-6"
-
1
1-S3
W16x26
+3 3/4"
W16x26
+3 3/4"
W16x26
+3 3/4"
W16x26
-11 3/8"
W16x26
-11 3/8"W16x26
-1'-0"
W16x26
-1'-0"
W16x26s
+3
3/4
"
+3
3/4
"
W16x26s
+5/8
" W12x19s
+3
3/4
"
+5/8
"
W12x19s
+3
3/4
"
+3
3/4
"
W12x19s
+5/8
"
W12x19s
+3
3/4
"
W12x19s
+3
3/4
"
W12x19s
+3
3/4
"
W12x19s
+3
3/4
"
W12x19s
+3
3/4
"
W12x19s
+3
3/4
"
W12x19s
+3
3/4
"
+5/8
"
W12x19s
+3
3/4
"
+5/8
"
W12x19s
+3
3/4
"
+5/8
"W12x19s
+3
3/4
"
W16x26s
+5/8
"
+5/8
"
W12x19s
+3
3/4
"
2
1-S3
3
1-S3
A
B
1.1X2X3X4 2.8
C
3.34.1
XA
1.2
1'-0"
3" CONC. SLAB ON9/16" 26 GA METALDECK
HSS10x6x1/2 HSS10x6x1/2 HSS10x6x5/16
HS
S10x6x1/2
HSS10x6x1/2 HSS10x6x1/2
HSS10x6x1/2 HSS10x6x1/2
HS
S10x6x1/2
C12x30
C12x30
HS
S10x6x1/2
14'-6" 8'-8 1/2" 3'-9 1/2" 18'-2 1/2" 21'-10"
2'-8"
12'-6"
1
1-S3
2
1-S3
3
1-S3
COLUMN SCHEDULE
Basement Basement
-14'-0" -14'-0"
First Floor First Floor
0" 0"
Second Floor Second Floor
12'-10 1/4" 12'-10 1/4"
Column Locations
A-1.1, A-2.8, A-X2 B-2.8, B-3.3, B-4.1C-1.1, C-4.1, C-X2,
C-X3
HS
S7x7x3/8
HS
S7x7x3/8
HS
S7x7x3/8
LIVE LOADS APPLICABLE CODE IBC 2009
FLOOR LIVE LOADSLIVE LOAD:CORRIDOR LIVE LOAD:STAIRWAY LIVE LOAD:MECHANICAL ROOM LIVE LOAD:MECHANICAL UNIT LOAD:HANDRAILS, GUARDS AND GRAB BARS In Accordance with Table
1607.1 and Section 1607.7 of IBC 2009
FLOOD LOADS Not Applicable
ROOF LOADROOF LIVE LOAD:ROOF SNOW LOAD:GROUND SNOW LOAD - Pg:FLAT ROOF SNOW LOAD - Pf:TERRAIN CATEGORY:SNOW EXPOSURE FACTOR - Ce:SNOW LOAD IMPORTANCE FACTOR - Is:ROOF THERMAL FACTOR - Ct:ROOF SLOPE FACTOR - Cs
SNOW LOAD CONTROLS ROOF DESIGN
WIND LOADBASIC WIND SPEED - V:WIND EXPOSURE CATEGORY:WIND LOAD IMPORTANCE FACTOR - Iw:INTERNAL PRESSURE COEFFICIENT - GCpi:MAIN WIND FORCE RESISTING SYSTEM - P:NET ROOF UPLIFT
COMPONENTS & CLADDING SHALL BE DESIGNED IN ACCORDANCE WITH SECTION6.5.12.4 OF ASCE 7-05: "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERSTRUCTURES"
SEISMIC LOADSEISMIC IMPORTANCE FACTOR - Ie:MAPPED RESPONSE ACCELERATION - Ss:MAPPED RESPONSE ACCELERATION - S1: SITE CLASS: SPECTRAL RESPONSE COEFF. - Sds (SHORT TERM):SPECTRAL RESPONSE COEFF. - Sd1 (1-SECOND PERIOD):SEISMIC DESIGN CATEGORY:SEISMIC - FORCE - RESISTING SYSTEM:
SEISMIC RESISTING SYSTEMDESIGN BASE SHEAR - V:SEISMIC RESPONSE COEFF. - Cs:RESPONSE MODIFICATION FACTOR - R:DEFLECTION AMPLIFICATION FACTOR - CdANALYSIS PROCEDURE:
N/AN/A100N/A
See Mechanical Drawings
20 psf40 psf40 psf40 psf
B1.21.11.01.0
90 mphB
1.150.18
15 psf0
1.250.260.06
D0.280.10
BSteel Systems Not Specifically Detailed
for Seismic ResistanceAll Cases
5.1 k0.1153.03.0
Equivalent Lateral Force Procedure
NOTES:1. TOP OF STEEL ELEVATION (U.N.O.):2. VARIATIONS IN TOP OF STEEL ELEVATION (T.O.S.) SHALL BE NOTED AS (+/- 0'-0")3. MAXIMUM ROOF BEAM OR JOIST SPACING (U.N.O.):4. ROOF DECKING (U.N.O.):5. W**x**s DENOTES SLOPING ROOF BEAM
1-1/2"x22 GA TYPE B GALVANIZED METAL ROOF DECK
12'-10 1/4"
5'-0"
TO
P O
F C
ON
CR
ET
E
3/4
" S
HR
INK
RE
SIS
TA
NC
E G
RO
UT
1/4
" LE
VE
LIN
G P
L.
BA
SE
PL. -
SE
E S
CH
ED
ULE
MIL
L C
OLU
MN
1'-2"
TYPICAL 1" DIAANCHOR ROD
ANCHOR ROD DETAIL
A.F.F. Above Finish FloorBCX Bottom Chord ExtensionB.O.F. Bottom of FootingB.S. Brick Shelf Elevation (plans)B.S. Both Sides (sections)CANT. CantileverCJ Control JointsCL Center LineCMU Concrete Masonry UnitsCONT. ContinuousDIA. DiameterDBA Deformed Bar AnchorE.E. Each EndE.F. Each FaceE.S. Each SideE.W. Each WayEXIST ExistingF.F. Finish FloorF.S. Flat StrapGA GageGALV GalvanizedHORIZ HorizontalHSS Hollow Structural Section
L AngleLG LongLLH Long Leg HorizontalLLV Long Leg VerticalLSH Long Side HorizontalLSV Long Side VerticalN.T.S. Not To Scaleo.c. On CenterPL PlateREINF. ReinforcingS.F. Step FootingSTIFF PL Stiffener PlateT.B.R. To Be RemovedT&B Top and BottomT.F. Top of FootingT.O.S. Top of SteelT.O.W. Top of WallT.P. Top of PierTYP TypicalU.N.O. Unless Noted OtherwiseVERT. VerticalWWF Welded Wire FabricXE Extended End - Type R
Abbreviation List
A.F.F. Above Finish FloorBCX Bottom Chord ExtensionB.O.F. Bottom of FootingB.S. Brick Shelf Elevation (plans)B.S. Both Sides (sections)CANT. CantileverCJ Control JointsCL Center LineCMU Concrete Masonry UnitsCONT. ContinuousDIA. DiameterDBA Deformed Bar AnchorE.E. Each EndE.F. Each FaceE.S. Each SideE.W. Each WayEXIST ExistingF.F. Finish FloorF.S. Flat StrapGA GageGALV GalvanizedHORIZ HorizontalHSS Hollow Structural Section
L AngleLG LongLLH Long Leg HorizontalLLV Long Leg VerticalLSH Long Side HorizontalLSV Long Side VerticalN.T.S. Not To Scaleo.c. On CenterPL PlateREINF. ReinforcingS.F. Step FootingSTIFF PL Stiffener PlateT.B.R. To Be RemovedT&B Top and BottomT.F. Top of FootingT.O.S. Top of SteelT.O.W. Top of WallT.P. Top of PierTYP TypicalU.N.O. Unless Noted OtherwiseVERT. VerticalWWF Welded Wire FabricXE Extended End - Type R
Abbreviation List
BENTBARS (B)
NOTES:1. ALL REINFORCING BARS SHALL HAVE 2" MINIMUM COVER ON
ALL SIDES.2. BENT BARS (B) SHALL BE THE SAME SIZE AND SPACING AS
FOUNDATION WALL VERTICAL REINFORCING.
VERT.BARS
HORIZ.BARS
WIDTH
BENTBARS (B)
CONT.BARS
DE
PT
H
WIDTH
NOTES:1. CONTINUOUS BARS SHALL HAVE 3" MINIMUM COVER
ON ALL SIDES.2. BENT BARS (B) SHALL BE THE SAME SIZE AND SPACING
AS FOUNDATION WALL VERTICAL REINFORCING.
A
B
1.1X2X3X4 2.8
C
3.34.1
XA
1.2
-
GF1
F7.0
F3.0
WF1230
WF1230
III
V
V
V V V
III III
W14
W14
W12
V
GF1
III
T.F. -16.50'
T.P. -
14.6
7'
T.P. -
14.6
7'T.F. -19.33'
T.F. -16.50'
T.F. -16.50'
T.F. -17.67'
T.P. -14.67'
T.P. -
14.6
7'
T.P. -
14.6
7'
T.P. -
14.6
7'
T.P. -
14.6
7'
T.P. -
14.6
7'
T.F. -
19.3
3'
T.F. -
16.5
0'
CF1
CF2 CF3
14'-6" 8'-8 1/2" 3'-9 1/2" 18'-2 1/2" 21'-10"
2'-8"
12'-6"
T.P. -
14.6
7'
T.P. -
14.6
7'
T.F. -
17.6
7'
2'-3"
2'-3"
1'-6"
1
1-S3
T.F. -19.00'
T.F. -16.67'
2
1-S3
3
1-S3
T -16.
50'
B -19.
32'
T -16.
50'
B -19.
83'
NOTES:1. FINISH FLOOR ELEVATION (U.N.O.):2. FLOOR SLAB:
THICKNESS:REINFORCING:
3. STEP FOOTINGS OR SLEEVE FOUNDATION WALLS AS REQUIRED FORUNDERGROUND PIPING
-14'-0"
4"66-W2.9xW2.9 WWF
BASE PL. TYPE 1COLUMN: ALL HSS
BASE PLATE: 18x18x1"ANCHOR RODS: 1" DIA.
EQ EQ
EQ
EQ TY
P.
2"
TYP.2"
MOMENT CONNECTIONDENOTES MOMENT CONNECTION TO BEDESIGNED BY FABRICATOR FOR BEAM
MOMENT CAPACITYREACTIONS
ALL BEAM CONNECTIONS TO BEDESIGNED FOR 12k MIN. UNLESS NOTED
OTHERWISE
BID
MARCH 31, 2014
DOCUMENTS
SEALENGINEER
three thirtyseconds inch = one foot
16840
one eighth inch = one foot
0
one quarter inch = one foot
84 16 40 8
1
72
CONSTRUCT CANTEEN& RETAIL STORE 693-12-110
WILKES-BARRE, PENNSYLVANIA 18711
DRAWING
Project No.
DWG. OF
DRAWING NO.DrawnChecked
Location
Building Number
DateProject TitleDrawing Title
DateRevisions
WILKES-BARRE V.A. MEDICAL CENTER
Allentown, PA 610.398.0904
Phoenixville, PA 610.935.2175
Forty Fort, PA 570.285.8200
Hazleton, PA 570.455.2999
Phillipsburg, NJ 908.454.9500
www.barryisett.com
BARRY ISETT & ASSOCIATES, INC.Multidiscipline Engineers & Consultants
RCS WEG
1-S1
Foundation and Framing Plans
03/31/2014
SCALE: 1/8" = 1'-0"
Roof Framing Plan
SCALE: 1/8" = 1'-0"
Intermediate Framing Plan
NOTES:1. TOP OF STEEL ELEVATION (U.N.O.): -3"
SCALE: 3/4" = 1'-0"
Concrete Foundation Wall ScheduleSCALE: 3/4" = 1'-0"
Wall Footing Schedule with Concrete Foundation Walls
SCALE: 1/8" = 1'-0"
Foundation Plan
Concrete Foundation Wall Schedule
Mark Width ReinforcingW12 1'-0" #4 @ 12" o.c. (V) #4 @ 12" o.c. (H)
W14 1'-2" #4 @ 12" o.c. (V) #4 @ 12" o.c. (H)
Square Column Footing Schedule
Mark Width Length Thick. Reinf.F3.0 3'-0" 3'-0" 1'-0" 3 #5 (E.W.)
F5.0 5'-0" 5'-0" 1'-2" 5 #5 (E.W.)
F7.0 7'-0" 7'-0" 1'-8" 6 #6 (E.W.)
Square Concrete Pier Schedule
Mark SizeVertical
Bars TiesIII 20" x 20" (8) #7 (2) #3 @ 12" o.c.
V 24" x 24" (8) #8 (2) #3 @ 12" o.c.
Wall Footing Schedule
Mark Depth Width ReinforcingWF1230 1'-0" 2'-6" (3) #5 CONT.
Combined Column Footing Schedule
Type Mark Width Length Thick. Reinf.CF1 5'-4" 6'-11" 1'-0" (5) #5 bars short direction, #5 @ 12 in. o.c. long direction
CF2 6'-0" 15'-9" 1'-8" (7) #6 bars short direction, #6 @ 12 in. o.c. long direction
CF3 2'-6" 18'-5" 2'-2" (5) #5 bars short direction, #6 @ 9 in. o.c. long direction
General Column Footing Schedule
Type Mark Width Length Thick. Reinf.GF1 3'-0" 5'-0" 1'-0" (3) #5 short direction, (5) #5 long direction
26
METAL DECK NOTES
1. METAL DECK SHALL BE DESIGNED AND DETAILED IN ACCORDANCE WITH "DESIGNMANUAL FOR FLOOR DECKS AND ROOF DECKS", STEEL DECK INSTITUTE. ALLCOMPOSITE STEEL FLOOR DECK SHALL BE IN CONFORMANCE WITH THE"SPECIFICATIONS FOR COMPOSITE STEEL FLOOR DECK" OF THE STEEL DECKINSTITUTE,LATEST EDITION.
2. DECK PROPERTIES ARE BASED ON PRODUCTS MANUFACTURED BY UNITED STEELDECK, INC. (USD). DECKS BY OTHER MANUFACTURER'S MAY BE SUPPLIED PROVIDEDLOAD CARRYING CAPACITY BASED ON MANUFACTURER'S STANDARD LOAD TABLES,DEFLECTION CHARACTERISTICS, AND UL FIRE RATINGS EQUAL OR EXCEED THOSE OFMATERIALS SPECIFIED AND IF APPROVED BY THE PRIME PROFESSIONAL ANDSTRUCTURAL ENGINEER.
3. INSTALL IN ACCORDANCE WITH SDI SUGGESTED SPECIFICATIONS UNLESS NOTEDOTHERWISE ON THE DRAWINGS. INDIVIDUAL DECK SHEETS SHALL EXTEND OVER ATLEAST THREE SPANS, WITH LAPS TO BE PLACED OVER SUPPORTS.
4. DECK SUPPLIER SHALL PROVIDE ALL ADDITIONAL FRAMING, CLOSURE ANGLES ANDPLATES, POUR STOPS, SCREED ANGLES, AND ROOF SUMP PANS AS REQUIRED AT THEEDGES OF ALL OPENINGS AND AT ALL SLAB DEPRESSIONS, OR CHANGES OF DECKDIRECTION, INCLUDING THOSE WHICH HAVE NOT BEEN DETAILED.
5. ROOF AND NON-COMPOSITE DECKS SHALL BE WELDED TO STEEL SUPPORTS,INCLUDING THE EDGE SUPPORT PARALLEL TO THE DECK SPAN WITH 5/8" DIAMETERCENTER AT EDGE OF DECK SHEET. FASTEN SIDE LAPS WITH #10 SELF-TAPPINGSCREWS AT 36" o.c. MAXIMUM SPACING.
6. COMPOSITE DECKS SHALL BE WELDED TO ALL SUPPORTS INCLUDING THE EDGESUPPORT PARALLEL TO THE DECK SPAN WITH 5/8" DIAMETER (EFFECTIVE FUSIONDIAMETER) PLUG WELDS AT 12 INCHES ON CENTER INTERIOR AND 6 INCHES ONCENTER AT EDGE OF DECK SHEET. FASTEN SIDE LAPS WITH #10 SELF-TAPPINGSCREWS AT 30" o.c. HEADED STUDS SHALL BE FIELD INSTALLED BY WELDINGTHROUGH THE METAL DECK.
7. ALL STEEL FLOOR DECK SHALL BE WELDED TO ALL SUPPORTING STEEL ELEMENTS.WELDING WASHERS SHALL BE USED AS REQUIRED BY THE DECK MANUFACTURER.
8. PRIOR TO AND DURING CONCRETE PLACEMENT, THE FLOOR DECK SHALL BE PLANKEDTO PREVENT DAMAGE TO THE DECK. CONCENTRATED AND IMPACT LOADS SHALL BEAVOIDED.
9. STEEL DECK SUPPLIER SHALL SUBMIT SHOP DRAWINGS INDICATING THE SHEAR STUDPLACEMENT.
10. SHEAR CONNECTORS SHALL BE HEADED STUDS CONFORMING TO ASTM A108, GRADES1010, 1015, 1017, OR 1020. SHEAR CONNECTORS SHALL BE MACHINE WELDED TOSTEEL.
11. THE NUMBER OF SHEAR CONNECTORS REQUIRED PER BEAM IS INDICATED ON THEDRAWINGS. WHERE NO SHEAR CONNECTORS ARE INDICATED FOR A BEAM WHICHSUPPORTS A CONCRETE SLAB, PROVIDE SHEAR CONNECTORS AT 24 INCHES ONCENTER.
12. SHEAR CONNECTORS SHALL BE EQUALLY SPACED OVER THE LENGTH OF THE BEAMUNLESS NOTED OTHERWISE. WHERE THE NUMBER OF STEEL DECK CORRUGATIONSAVAILABLE IS LESS THAN THE NUMBER OF SHEAR CONNECTORS REQUIRED, USEPAIRS OF SHEAR CONNECTORS STARTING FROM EACH END OF THE BEAM ANDCONTINUING TOWARD THE CENTER UNTIL IT IS POSSIBLE TO RETURN TO A SINGLESHEAR CONNECTOR IN EACH CORRUGATION.
13. NO MECHANICAL OR ELECTRICAL PIPING, FIXTURES, UNITS OR SYSTEMS MAY BE HUNGDIRECTLY FROM THE ROOF DECK.
STEEL NOTES
1. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AISC's 'CODE OFSTANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES' AND 'SPECIFICATION FORSTRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN', LATEST EDITION
2. STEEL MATERIALS:W-SHAPES ASTM A 992,Fy=50,000 psiCHANNELS, ANGLES ASTM A 36, Fy=36,000 psiPLATE AND BAR ASTM A 36, Fy=36,000 psiCOLD-FORMED HOLLOW ASTM A 500, GRADE B
STRUCTURAL SECTIONS Fy=46,000psiHOT-FORMED HOLLOW ASTM A 501, Fy=46,000psi
STRUCTURAL SECTIONSSTEEL PIPE ASTM A 53, TYPE E or S
GRADE B, Fy=36,000 psi3. CONNECTOR MATERIALS:
BOLTS ASTM F1852, TYPE 1, TENSION CONTROL HIGH STRENGTH BOLT-NUT-WASHER ASSEMBLY WITH HEX OR ROUND HEADS AND SPLINED ENDS.
WELDING ELECTRODES COMPLY WITH AWS REQUIREMENT.UNHEADED ANCHOR RODS ASTM F1554, GRADE 36, Fy=36,000 psi
4. ALL BEAM-TO-COLUMN CONNECTIONS SHALL BE AISC STANDARD FULL DEPTHCONNECTIONS, UNLESS NOTED OTHERWISE. WHERE REACTIONS ARE INDICATED ON THEDRAWINGS, THE CONNECTION SHALL BE PROVIDED BY THE FABRICATOR. DETAILS ANDCALCULATIONS, PREPARED BY A LICENSED ENGINEER, SHALL BE PART OF THE SHOPDRAWING SUBMISSION.
5. ALL CONNECTIONS SHALL BE HIGH-STRENGTH FRICTION BOLTS OR WELDS OF EQUALSTRENGTH. ANCHOR BOLTS AND FIELD CONNECTIONS OF GIRTS FOR SHEAR SHALL BEUNFINISHED BOLTS.
6. ELEVATION OF TOP OF STEEL MEMBERS ARE NOTED ( + - ).7. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH LATEST AISC
AND SJI SPECIFICATIONS.8. JOIST BRIDGING SHALL BE DESIGNED AND INSTALLED ACCORDING TO THE LATEST SJI
SPECIFICATIONS. BRIDGING SHALL NOT BE MODIFIED WITHOUT THE APPROVAL OF THESTRUCTURAL ENGINEER.
9. METAL DECKING SHALL BE INSTALLED IN 3 SPAN CONDITIONS MINIMUM.
CONCRETE NOTES
1. REINFORCED CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318), LATEST EDITION.
2. CONCRETE MATERIALSCONCRETE SLABS f'c=4000 psi @ 28 DAYSOTHER CONCRETE f'c=4000 psi @ 28 DAYS
3. REINFORCING MATERIALS:REINFORCING BARS PLAIN-STEEL ASTM A615, GRADE 60, DEFORMEDREINFORCING BARS LOW-ALLOY-STEEL ASTM A706, DEFORMEDREINFORCING BARS EPOXY-COATED ASTM A775WELDED WIRE FABRIC ASTM A185EPOXY-COATED WELDED WIRE FABRIC ASTM A844, CLASS A, PLAIN STEEL
4. FORMWORK AND FORM ACCESSORIES SHALL BE ACCORDING TO ACI 301.5. REINFORCING SHALL COMPLY WITH CRSI'S 'MANUAL OF STANDARD PRACTICE' FOR
FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT, AND THE FOLLOWING:-REINFORCING BAR SPLICES SHALL BE IN ACCORDANCE WITH LATEST ACI 318
SPECIFICATIONS.-HORIZONTAL REINFORCING BARS IN WALLS AND FOOTINGS SHALL BE CONTINUOUS
AROUND CORNERS.-REINFORCING BARS SHALL BE LAPPED A MINIMUM OF 44 BAR DIAMETERS.-MINIMUM EMBEDMENT LENGTH SHALL BE 24 BAR DIAMETERS UNLESS OTHERWISE
NOTED.-MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
CONCRETE CAST AGAINST EARTH & PERMANENTLY EXPOSED 3"CONCRETE EXPOSED TO EARTH OR WEATHER #6 & LARGER 2"
#5 & SMALLER 1-1/2"CONCRETE NOT EXPOSED TO WEATHER OR GROUND
SLABS, WALLS, AND JOINTS 3/4"BEAMS AND COLUMNS 1-1/2"
-WIRE WELDED FABRIC REQUIREMENTS:3-1/2" FLOOR SLAB ON METAL DECK 66-W2.9xW2.94" FLOOR SLAB ON GRADE 66-W2.9xW2.9
5" FLOOR SLAB ON GRADE 44-W4.0xW4.06. COLD-WEATHER PLACING SHALL COMPLY WITH THE PROVISIONS OF ACI-306R. THE USE
OF CALCIUM CHLORIDE, SALT, AND OTHER MATERIALS CONTAINING ANTI- FREEZE AGENTSOR CHEMICAL ACCELERATORS SHALL NOT BE PERMITTED UNLESS OTHERWISE ACCEPTED INTHE MIX DESIGN.7. HOT-WEATHER PLACING SHALL COMPLY WITH THE PROVISIONS OF ACI-305.
FOUNDATION NOTES
1. FOUNDATION SOIL-BEARING PRESSURE 3000 PSF2. FOUNDATION SHALL BE PLACED ON VIRGIN SOIL AT ELEVATIONS INDICATED ON
DRAWINGS.3. THE CONTRACTOR SHALL HAVE ALL BEARING STRATA APPROVED PRIOR TO PLACEMENT
OF THE CONCRETE FOOTINGS.4. INSTALL CRACK CONTROL OR CONSTRUCTION JOINTS AT 30-FOOT MAXIMUM CENTERS IN
WALLS. LOCATIONS SHALL BE APPROVED BY ENGINEER.5. TOP OF FOOTING ELEVATIONS ARE NOTED (000.00).
TOP OF PIER OR WALL ELEVATIONS ARE NOTED [000.00].6. ALL TOPSOIL, SOIL FILL, AND SOFT SUBSOIL SHALL BE REMOVED AND, IF NECESSARY,
REPLACED WITH COMPACTED LOAD-BEARING FILL MATERIALS. TEST PITS OR SOILBORINGS SHALL BE CONDUCTED TO DETERMINE THE LOCATION OF THE VIRGIN SOIL.
7. ANY UNDERCUT AND REPLACEMENT WITH COMPACTED LOAD-BEARING FILL SHALLEXTEND LATERALLY BEYOND FOOTINGS A DISTANCE AT LEAST EQUAL TO THE DEPTHOF THE UNDERCUT.
8. AFTER UNDERCUTTING AND REMOVAL OF UNSUITABLE SOIL, THE EXPOSED UNDER-LYINGRESIDUAL SOILS IN THE PROPOSED BUILDING AREA SHALL BE PROOFROLLED ANDCOMPACTED. SOFT AND/OR UNSTABLE AREAS DISCLOSED BY THE PROOFROLLINGSHALL BE ROLLED UNTIL STABILITY IS OBTAINED OR UNTIL FURTHER UNDERCUT FIRMMATERIAL IS REACHED.
9. FOOTINGS SHALL BE BASED ON STIFF SUBSOIL OR LOAD-BEARING FILL MATERIALS WITHA MINIMUM OF AT LEAST TWO FEET OR ONE-HALF THE FOOTING WIDTH, WHICHEVER IS
10. PLACE LOAD-BEARING FILL MATERIALS IN LAYERS NOT MORE THAN EIGHT INCHES INLOOSE THICKNESS FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, ANDNOT MORE THAN FOUR INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. FILL MATERIAL SHALL BE MOISTENED OR AERATED ASNECESSARY.
11. EACH LIFT SHALL BE COMPACTED TO AN AVERAGE DRY DENSITY OF NOT LESS THAN 98%OF THE MAXIMUM DRY DENSITY ACCORDING TO ASTM D698 (STANDARD PROCTOR) FOR
ALL FOOTING AND FLOOR SUBGRADES.12. THE SUB-FLOOR MATERIALS SHALL CONSIST OF AT LEAST FOUR TO SIX INCHES OF
GRAVEL OR CRUSHED STONE. THE SUB-FLOOR MATERIALS SHALL BE COMPACTED BYAT LEAST FOUR COVERAGES OF A HEAVY-DUTY VIBRATORY ROLLER OR UNTIL NO FURTHER
COMPACTION IS OBSERVED. SEE THE DRAWINGS AND SPECIFICATIONS FOR THE VAPORBARRIER SIZE, TYPE AND LOCATION.
13. IN AREAS WHERE SOFT/LOOSE ZONES OR POSSIBLE VOIDS EXIST AT DEPTH, NOTIFY THESTRUCTURAL ENGINEER IMMEDIATELY. SUCH AREAS SHOULD BE UNDERCUT ANDREPLACED WITH COMPACTED LOAD-BEARING FILL, OR FLOWABLE CONCRETE FILL ASDIRECTED BY THE DESIGN PROFESSIONAL. IN ADDITION, FOOTINGS SHOULD BEOVERSIZED AND PROPORTIONED FOR A REDUCED ALLOWABLE BEARING CAPACITY, ASDETERMINED BY THE STRUCTURAL ENGINEER, TO BETTER DISTRIBUTE FOUNDATIONLOADS AND SPAN ANY LOCALIZED SOFT/LOOSE ZONE OR VOID AREAS.
CONTRACTOR SHALL VERIFY ALL CONDITIONSAND DIMENSIONS FOR THE ENTIRE PROJECT
BEFORE PROCEEDING WITH THE WORK.
1/2" PREMOLDEDFIBER FILLER
#3 TIES @ 1 1/2" o.c.TOP AND BOTTOM w/
REMAINDER ASINDICATED IN
SCHEDULE
CONCRETESLAB ONGRADE
SEE FOUNDATIONPLAN FOR PIERSIZE ANDREINFORCING
SEE FOUNDATIONPLAN FOR FOOTINGSIZE ANDREINFORCING
1/2" PREMOLDEDFIBER FILLER
#3 TIES @ 1 1/2" o.c.TOP AND BOTTOM w/
REMAINDER ASINDICATED IN
SCHEDULE
CONCRETESLAB ON
GRADE
SEE FOUNDATIONPLAN FOR PIERSIZE ANDREINFORCING
SEE FOUNDATIONPLAN FOR FOOTINGSIZE ANDREINFORCING
WRAP WELDED WIREFABRIC AROUND
#4 NOSING BAR
T
2T
T
SE
E P
LA
NV
AR
IES
T
T/3
T
T/3
TOOL OR SAW CUT - 1/4 DEPTH(SAW WITHING 24 HRS. OF
PLACING CONCRETE)
NOTE: CONTRACTORS OPTIONFOR TYPE OF JOINT
PREMOLDEDKEYED JOINT
STOP REINFORCING 6"FROM JOINT
SAWED CONTROL JOINT
CONSTRUCTION JOINT
1'-6" 1'-6"
9"
1/2" DIA. x 18" LONGSMOOTH DOWELS @ 24"
o.c. - EPOXY INTOEXISTING SLAB AND
GREASE END INTO NEWCONCRETE
SAWCUT EXISTING SLAB -PROVIDE BONDING AGENT(SIKADUR 32 HI-MOD ORAPPROVED EQUAL) TO BONDOLD CONCRETE TO NEW
NOTE: DOWELS ARE NOT REQUIRED IF BOTH SLABSBEAR 4" MIN ON A FOUNDATION WALL OR FOOTING
NEW CONCRETE SLAB
SLAB
EXIST CONCRETE
8"
3'-0"
(MIN
.)
SEE PLAN FOR LIMITS
WRAP MESHAROUND #4NOSING BAR
BENT BARS AROUND #4NOSING BAR - SIZE AND
SPACING TO MATCHVERTICAL WALL
REINFORCING
SEE FOUNDATIONPLAN FOR FOOTING
SIZE ANDREINFORCING
(2) #5
ARCHITECTCOORD. w/
8"
(2) #5
WRAP MESHAROUND #4NOSING BAR
EXTERIOR GRADECOORDINATE w/ SITEDRAWINGS
3'-0"
(MIN
)
8"
1'-0"
SAME SIZEAND QUANTITY
d
2d (MIN)
DIA
36 BAR
NEW FDN.WALL - SEESECTIONS
CONT. WALLFTG. REINF.
EPOXY GROUTDOWELS INTOEXISTING FOOTING -SIZE & QUANTITY TOMATCH CONT. WALLREINF.
EXISTINGWALL ANDFOOTING
8"
SEE FOUNDATIONPLAN FOR PIER ANDFOOTING SIZE ANDREINFORCEMENT
SEE COLUMNSCHEDULE FORCOL & BASE PLSIZES
REF PLAN
EXISTINGWALL ANDFOOTING
#5 'U' SHAPE BAR @12" O.C. VERT. EPOXY4" MIN. EMBED INEXISTING CONCRETE
6 BARS2 TIES PER SET
NOTE:1. SEE PIER SCHEDULE FOR VERTICAL BAR SIZES2. ALL TIE SIZES TO BE (3) - #3 BARS AT 1 1/2" o.c. (T&B) REMAINDER @ 12" o.c.3. SEE FOUNDATION PLAN FOR PIER SIZES
10 BARS2 TIES PER SET
4 BARSSINGLE TIE
12 BARS3 TIES PER SET
8 BARS2 TIES PER SET
MIN
44db
0" TYP
1/4" CLOSURE PLATE
SEE PLAN FORBEAM SIZES
3/8" CONNECTIONPLATE's (TYP)
CO
NN
EC
TIO
N
FU
LL D
EP
TH
WEB THICKNESS/2
WEB THICKNESS/2
TYP
1/4" CLOSURE PLATE
SEE PLAN FORBEAM SIZES
3/8" CONNECTIONPLATE's (TYP)
WEB THICKNESS/2
WEB THICKNESS/2
3/8" PLATE w/ (4) 3/4"DIA BOLTS (T&B)
3/8" PLATE w/ (4) 3/4"DIA BOLTS (TYP E.S.)
3/8" PLATE w/ (4) 3/4" DIABOLTS - TYP TO EACH BEAM
TYP
CO
NN
EC
TIO
N
FU
LL D
EP
TH
PIER REINF. ASINDICATED ONSCHEDULE
PROVIDE (1)ADDITIONAL
STIRRUP@ 12" o.c.
PROVIDE (2)VERT. BARS -SAME SIZE AS
PIER VERT.BARS
SECTION A ELEVATION
A
RE: SCHED.
PIER DIM
ON SCHEDULE
PIER REINF. ASINDICATED
CAP PL
NOTE: SEE PLANS FOR BEAM AND COLUMN SIZES
(8) 3/4" DIA. A325 BOLTS
(2) 3/8"STIFFENER
PL's (B.S.)
FAN CURB DETAILL7x4x3/8" (LLH)
CLIP L3 1/2x3 1/2x5/16"x0'-6" LGCLIP L4x4x5/16"x0'-6" LG @FAN CURBS
CL BEAM OR JOIST
NOTE:1. NO OPENINGS SHALL BE CUT IN FLOOR OR ROOF DECK UNLESS THEY CAN BE IMMEDIATELY PROTECTED BY THE G.C. IN ACCORDANCE w/ OSHA REQUIREMENTS.2. UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING & INSTALLING ALL STRUCTURAL STEEL, MISC STEEL, AND LOOSE LINTELS THAT ARE NECESSARY TO SUPPORT ALL ROOF TOP MOUNTED EQUIPMENT AND ALL MASONRY OPENINGS AND TO FRAME ALL ROOF AND FLOOR OPENINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS TO DETERMINE THE QUANTITY, SIZE, AND LOCATION OF ALL ROOF TOP EQUIPMENT, ALL MASONRY OPENINGS, AND ALL ROOF OPENINGS.3. UNLESS NOTED OTHERWISE, THE REQUIREMENTS OF THE DOCUMENTS OF THIS CONTRACT SUPERSEDE ANY OTHER CODE OF STANDARD PRACTICE AND PREVAIL IN THE EVENT OF ANY CONFLICTING LANGUAGE.
(THIS DETAIL APPLIES FOR OPENINGS 1'-0" & LARGER)
* DIMENSION VARIES - SEE MECH. & ARCH. DWGS.
*
*
ALL OTHERTYPICAL DETAILSL3 1/2x3 1/2x5/16"
(1'-0" to 5'-0")L5x3 1/2x5/16" (LLV)
(5'-0" to 6'-0")L6x3 1/2x5/16" (LLV)
(6'-0" to 8'-0")
NOTE: A WEB STIFFENER MUST BE APPLIED TO ANY JOIST WHENA CONCENTRATED LOAD IS PLACED ON THE JOIST 4" OR
MORE AWAY FROM A PANEL POINT.
PA
NE
LP
OIN
T
CONCENTRATED LOAD DUETO MECH. EQUIP., ETC.
HANGING LOAD DUETO MECH EQUIP, ETC.
(2) L1 1/2 x 1 1/2x 1/8" B.S. (TYP)
GREATER
4" OR
GREATER
4" ORP
AN
EL
PO
INT
BID
MARCH 31, 2014
DOCUMENTS
SEALENGINEER
three thirtyseconds inch = one foot
16840
one eighth inch = one foot
0
one quarter inch = one foot
84 16 40 8
1
72
CONSTRUCT CANTEEN& RETAIL STORE 693-12-110
WILKES-BARRE, PENNSYLVANIA 18711
DRAWING
Project No.
DWG. OF
DRAWING NO.DrawnChecked
Location
Building Number
DateProject TitleDrawing Title
DateRevisions
WILKES-BARRE V.A. MEDICAL CENTER
Allentown, PA 610.398.0904
Phoenixville, PA 610.935.2175
Forty Fort, PA 570.285.8200
Hazleton, PA 570.455.2999
Phillipsburg, NJ 908.454.9500
www.barryisett.com
BARRY ISETT & ASSOCIATES, INC.Multidiscipline Engineers & Consultants
RCS WEG
1-S2
Typical Notes, Sections andDetails
03/31/2014
SCALE: 3/4" = 1'-0"
Typical Pier Detail
SCALE: 3/4" = 1'-0"
Typical Pier Detail At ExteriorWall
SCALE: 3/4" = 1'-0"
Typical Depressed Slab Detail
SCALE: 3/4" = 1'-0"
Typical Crack Control Joints
SCALE: 3/4" = 1'-0"
Typical Detail Of New ToExisting Slab
SCALE: 3/4" = 1'-0"
Typical Exterior Wall At DoorDetail
SCALE: 3/4" = 1'-0"
Typical Frost Wall
SCALE: 3/4" = 1'-0"
Typical Step Footing Detail
SCALE: 3/4" = 1'-0"
Typical Detail Of New FootingAdjacent To Existing
SCALE: 3/4" = 1'-0"
Typical Detail Of New FootingAdjacent To Existing
SCALE: 3/4" = 1'-0"
Pier Tie Detail
SCALE: 3/4" = 1'-0"
Typical Reinforcing AroundCorner
SCALE: 3/4" = 1'-0"
Typical Tube Connection Detail
SCALE: 3/4" = 1'-0"
Typical Moment Connection atTube Connection Detail
SCALE: 3/4" = 1'-0"
Typical Exterior Pier With BrickShelf
27
SCALE: 3/4" = 1'-0"
Typical Beam Cantilever
SCALE: 3/4" = 1'-0"
Typical Flush Frame for Floor and Roof Openings and Fan CurbSupport
SCALE: 3/4" = 1'-0"
Typical Joist Reinforcing Detail
A
METALROOFDECK
ROOFBEAM
CONC. SLABON GRADE
ROOFBEAM
STEELBEAM
FOUNDATION WALL - SEEPLAN FOR REINFORCING
SEE FOUNDATION PLAN FORFOOTING ZIE AND REINFORCING
CONT L5x3x1/4" (LLH)
CONT L3x3x1/4"
1'-7"
F.F. ELEV. -14'-0"
T.O.S. ELEV. -3"
T.O.S. ELEV. 12'-10 1/4"
CONT L3x3x1/4"
CXA
METALROOFDECK
ROOFBEAM
ROOFBEAM
STEELBEAM
CONC. SLABON GRADE
CONT. 1'-1 1/2"x4 1/4"x1/4"(LLH) BENT PLATE
F.F. ELEV. -14'-0"
T.O.S. ELEV. -3"
T.O.S. ELEV. 13'-2"
EXISTING WALL FOOTING
1/4" STIFFENERPLATE @ 48" o.c.
X44.1
SEE FOUNDATION PLAN FORFOOTING SIZE AND REINFORCING
FOUNDATION WALL - SEEPLAN FOR REINFORCING
STEELBEAM
ROOFBEAM
T.O.S. ELEV. -3"
F.F. ELEV. -14'-0"
CONC. SLABON GRADE
T.O.S. ELEV. 12'-11"
CONT L3x3x1/4"
L3x3x1/4"BOTH SIDES
CONT L3x3x1/4"
10x3/8" PLATE @ 48" o.c.
METALROOFDECK
BID
MARCH 31, 2014
DOCUMENTS
SEALENGINEER
three thirtyseconds inch = one foot
16840
one eighth inch = one foot
0
one quarter inch = one foot
84 16 40 8
1
72
CONSTRUCT CANTEEN& RETAIL STORE 693-12-110
WILKES-BARRE, PENNSYLVANIA 18711
DRAWING
Project No.
DWG. OF
DRAWING NO.DrawnChecked
Location
Building Number
DateProject TitleDrawing Title
DateRevisions
WILKES-BARRE V.A. MEDICAL CENTER
Allentown, PA 610.398.0904
Phoenixville, PA 610.935.2175
Forty Fort, PA 570.285.8200
Hazleton, PA 570.455.2999
Phillipsburg, NJ 908.454.9500
www.barryisett.com
BARRY ISETT & ASSOCIATES, INC.Multidiscipline Engineers & Consultants
Checker Author
1-S3
Wall Sections and Details
03/31/2014
SCALE: 3/4" = 1'-0"1-S3
1 Wall SectionSCALE: 3/4" = 1'-0"1-S3
2 Wall SectionSCALE: 3/4" = 1'-0"1-S3
3 Wall Section
28
