HomeMy WebLinkAboutKITCHEN EQUIPMENT PLANEQUIPMENT LEGEND.
REVISIONS BY
14 AUGU5T 1395 K. �K.
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SERVICE
BANQUET SERVING
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KITCHEN EQUIPMENT PLAN AND LEGEf D
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64, PIPE SLEEVE UNDER SLAB
FOR SODA LINES.
RESTAURANT
24" W. SHELF a 4'-6" AFF.
SYM. I MANUFACTURER I MODEL u I DESCRIPTION
I
I HOBART
AM 14
DISHWASHER - STRAIGHT THROUGH WITH BOOSTER
2
EAGLE
BOTL-60
DIRTY DISH TABLE WITH PRE -RINSE
3
EAGLE
CDTR-60
CLEAN 015H TABLE
4
EAGLE
W51260-14/3
5'-O"L. x 12"D. STAINLESS STEEL SHELF ®: 5'-0" AF.F.
5
TRAULSEN
RLT-1-32-W.IT
UPRIGHT, SELF-CONTAINED FREEZER
6
WOLF
55 WTF-35StGA�9NSAALAMANDER
RYER
WOLF
FS-12ESS
STEEL SPREADER PLATE
$
WOLF
WOLF
FS-SCB-36HARBROILER
Sa
KF4-4-2T)
BURNER RANGE WITH CONVECTION OVEN BELOW
gb
WOLF
FS-RB-36A
BROILER
10
WOLF
RTG-36
GAS GRIDDLE
it
EAGLE
T 3048SE
BASE TABLE 14" x 30"
Ila
MERCO
EZFW-48X
FOOD WARMER
Ilb
EAGLE
421248
STAINLESS STEEL SHELF
lic
EAGLE
YTR 501E-00
UNDERSHELF
Iid
EAGLE
Z14
FLANGED BULLET FEET
12
EAGLF
T 30366E
BASF TABLE
12a
MERCO
EZFW-36X
FOOD WARMER
12b
EAGLE
421236
STAINLESS STEEL SHELF
12G
EAGLE
YTR 5018-00
UNDERSHELF
12CI
EAGLE
Z434
5" CASTERS WITH BRAKES
13
SAME AS • II - CUSTOM el TAPE WITH NO 5I-EL✓E5
14
TRAILSEN
UC 2HT
WORKTOP SELF-CONTAINED REFRIGERATOR WITH TRAY SLIDES
15
I(o
DELFIELD
EAGLE
V18660-P32
WSA-10-F
SELF-CONTAINED PREPARATION REFRIGERATOR
HAND SINK
11
Is"w. x FULL LEWj;TH ADJUSTABLE (4) 6HELVE5 ON HEAVI--DUT)
STA A S • 48" O.G.
18
OvERHEAD GLASS RACK
I9a
MANITOWCX
150-1002A
AIR COOLED ICE MACHINE
15b
C-350
ICE BIN
ISC
MANITOWOC
BR-0800A
AIR COOLED ICE MACHINE
19d
C-510
ICE BIN
20
EAGLE
55-414-16-3-18
5TAINLE65 STEEL 3- COMPARTMENT SINK
21
EAGLE
WM B4 PR
I'-0"L. WALL MOUNTED POT RACK
22
EAGLE
DT1848 ZSBP
STAINLESS STEEL MOBILE POT p PAN RACK
23
BALLY
SAME AS OM BUT TOP (2) SHELVES 18" DEEP
WALK-IN REFRIGERATOR/FREEZER WITH REMOTE COMPRESSORS
24
CUSTOM
25
METRO
STAINLESS STEEL TRACK STORAGE UNITS (6) a 6'-0"L. x 18"D.
26
TRUE
GDM-63
REACH -IN REFRIGERATOR
21
(BY OTHERS)
DROP -IN TYPE SODA DISPENSER
28
4" x 12" EACH "BAG -IN -A -BOX" AND CARBON DIOXIDE TANKS 010V)
2e
POINT OF SALES TERMINAL WITH CASH REGISTER DRAWER
30
ROUNDUP
HOC-30A
HOT DOG GRILLE
30a
ROUNDUP
WD-21 ATD
BUN WARMER (STACKABLE)
30b
ROUNDUP
5GH-20
SNEEZE GUARD
31
(BY OTHERS)
COFFEE WARMER
32
(BY OTHERS)
ICE TEA MACHINE
33
CONDIMENT STATION
34
STAINLESS STEEL WIRE RACK FOR POTATO CHIPS, PRETZELS, ETC.
35
DROP -IN CUP DISPENSER
36
(BY OTHERS)
COFFEE BREWER
36a
(BY OTHERS)
ICED TEA BREWER
3�
MICROWAVE OVEN FOR SNACK BAR
38
MICROWAVE OVEN FOR MAIN GRILL
39
HATCO
TO-100
TOASTER FOR SNACK BAR
40
HATCO
TQ-100
TOASTER FOR MAIN GRILL
41
POINT OF SALE - PRINTER
42
HOBART
1112E
COUNTERTOP SLICER
43
EAGLE
CDI-12-14-31r2-1
DROP -IN HAND SINK FOR SNACK AREA
44
TRUE
T551.1-48-12
SANDWICH UNIT
45
TRUE
TUC-21
UNDERCOUNTER REFRIGERATOR
46
DELFIELD
204
DROP -IN ICE CHEST WITH WATER FILTER
41
48
(BY OTHERS)
(BY OTHERS)
COFFEE BREWER
ICED TEA BREWER
49
GAYLORD HOOD
SEE MECHANICAL SPECIFICATIONS
NOTES:
I. KITCHEN EQUIPMENT SUPPLIER 15 RE5PON6IBLE FOR THE FOLLOWING:
• DELIVERY
• EQUIPMENT UN-CRATlt-X3 t SETTING IN PLACE
• FINAL CONNECTIONS
• REMOVAL OF ALL WASTE
2, KITCHEN EXHAUST HOOD (PROVIDED BY SUPPLIER) TO BE TESTED AND INSTALLED BY GENERAL CONTRACTOR
3. GENERAL CONTRACTOR 15 RESPONSIBLE FOR ANY FINAL ADJUSTMENTS NEEDED TO ACCOMODATE
THE KITCHEN EQUIPMENT CONNECTION LOCATION.
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DATE
8 MARCH n9
SCALE
ADE NO.
5322
SHEET
A
4.1.2a
LNE OF SCORED CONCRETE PLATFORM
• DROP-OFF. REFER TO SHEET A 3b3.
FLOOR PLAN: w 8'-0• A.F.F
ENLARGED FLOOR PLANS=
m
ENTRY / DROP—OFF / BAG VALET
PLAN: A 27-0' A.F.F.
PLAN: * 35-0" A.F.F.
1/4°
REVISIONS I BY
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8 MARCH 1995
SCALE
1/4
JW NV.
S322
9$T
A
4.1.4
I
A 52.1
TYPICAL •
CLUBHOUSE
ROOF BEARING
3'-2"
TOP OF BEAM
m'-m"
FINI FLOOR BLAB
13'-2"
TOP OF BEAM
FINISH FLOOR SLAB
21'-9V" AFF.
HEAD HEIGHT
I9'-0' AFF,
SILL HEIGHT
9'-6' AFF.
HEAD HEIGHT
TYPICAL BUILDING SECTION NOTES: REVISIONS BY
TYPICAL CONT. RIDGE VENT.
14 AUGUST 1995 K.PK.
PROFILE OF STEEL BEAM BEYOND. REFER
TO STRUCTURAL DRAWINGS.
ENGINEERED WOOD ROOF TRUSSES. REFER
TO STRUCTURAL DRAWINGS.
12yTYPICAL STANDING SEAM ALUMINUM ROOFING
SYSTEM FASTENED TO EXT-APA PLYWOOD
RL�S 5Vp �y,_ SHEATHING AND/OR NOM. 6,6 TIC. WOOD
ROOF DECKING.
GYPSUM BOARD CEILING FINISH,
EXTERIOR CEMENT PLASTER FINISH OVER
GAL V. METAL LATH OVER PLYWOOD SHTH'G.
TYPICAL NOM. 3x8 WOOD ROOF RAFTERS. V o
PREFER TO REFL. CEILING PLAN SHEETS C3
A 3.4.1 THROUGH A 3.43 FOR RAFTER SPACING.
TYPICAL NCM. 4x10 CONT. WOOD BEAM. t
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NOM. 4.4 WJOOO CLERESTORY BRACKET. REFER � u
TO REFL, CLG. PLANS FOR LOCATIONS. F,
TYPICAL FIXED CLERESTORY IJ.NDW. UNIT. i
.��/�� I a�`a °+tea � •
GYPSUM BOARD FINISH SCREWED TO FRAMING n
5. n \ .4" OG REFER T.. TYPICAL WALL 9EC110N a o
C s
P '' \ ♦ FOR PROFILE DIMENSIONS. �rr
12 FIN, WOOD ARCHED BRACKET, REFER TO G a
BRACKET DETAILS SHEET A 6.3.. I II U 0
_n SCREEN VENTING BETWEEN ROOF RAFTERS. rc
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'. ��� '� °�a� �a� cos �� .• � iII���� r" `
CON
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D RA CONCRETE BEAM. REFER TO STRUCTURAL
DRAWINGS.
% EXTERIOR CEMENT PLASTER FINISH.
e W
y cc
\ TYPICAL SINGLE LIGHT EXT. DOOR UNIT e
WITH FIXED TRANSOM PANEL ABOVE y D
SUSPENDED ACOUSTICAL TILE CEII_IW °� I`
U I
TYPICAL NOM. 4x4 WOOD BRACKET. REFER TO `r,
REFL. CLG. PLANS FOR LOCATIONS. UJ ,
NOTE. IN
REFER TO INTERIOR DESIGNER'S DRAWING5 FOR
ALL FIN. WOOD TRIM, MOULDINGS. ETC y
I
CONCRETE SLAB ON GRADE. REFER TO STRUCTURAL
DRAWINGS. cr
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BUILDIN SECTION CLUBHOUSE RESTAURANT
Q
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REFER TO BUILDING SECTION I/A 5.1.1.
FOR TYPICAL BUILDING SECTION NOTES. r-4
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GYPSUM BOARD CEILING FINISH.
12
l SypPE
TYPICAL •
BANQUET RMS.
i
HEAD HEIGHT
l'-2" AFF.
SILL HEIGHT
02 BUILDING SECTION BANQUET ROOMS
TYPICAL FIBERGLASS BATT INSULATION
(R-30)
STEEL CHANNEL PURLINS. REFER TO
STRUCTURAL DRAWINGS.
FIN. WOOD BRACKETS. REFER TO TYPICAL
BRACKET DETAILS SHEET A 6.32.
PROVIDE 24"L -5 BAR5 • 24" O.G. AND
1�2" EXP. MATERIAL • INTERSECTION OF
TYPICAL WALKWAY AREAS TO PERIMETER
CONCRETE SLAB AREAS.
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DATE
S MARCH 1995
1/4" • I'-0"
JO• NO.
5322
$1!'ET
A
5.1.1
BUILDING SECTIONS: CLUBHOUSE & BANQUET ROOMS
1/4"
REFER TO SHEET A 511 FOR TYPICAL
BUILDING SECTION NOTES 1 DIMENSIONS.
REVISIONS BY
14 AUGUST 1995 Kl=K.
TYPICAL FLAT ROOFING
SINGLE PLY MEMBRANE ROOFING SYSTEM
OVER LIGHTWEIGHT CONCRETE TOPPING
(SLOPED MN. �" PER FOOT) OVER RIGID
INSULATION BOARD ON METAL DECKING.
22'-Y"
ROOF BEARING
21'-D" AFF.
HEAD HEI T
19'-0" AFF.
�6ILL WEIGPT
/ I \
ROOF BEARING
FINISH FLOOR
I6'-I0" AFF.
AFF,
HEAD HEIGHT
l'-2" AFF.
SILL HEIGHT
12
AFF.
c'
rr.
4�-
TYPICAL 5LOPED ROCIFING.
STANDING SEAM ALUMINUll
_
ROOFING
FASTENED TO PLYWOOD
5HEATHIWS AND
NOM. Ixb T/G WOOD DECKING
a TYPICAL
1:12 SLOPE.
KITCHEN EXHAUST HOOD.
REFER TO
MECH. DRAWINGS FOR L
ATION OF —70-'- ----
ROOF EQUIPMENT.
16 GA. STRUCTURAL 5TEEI.
STUD WALL.
REFER TO DETAIL S / A 0.31
—
i I
REFER TO STRUCTURAL WINGS FOR TRUS6, STEEL
BEAM, CONCRETE BEAM, ETC. 51ZE5 4 CONNECTIONS.
24" x 48" LAY -IN ACOU5TCAL TILE CEILING
GYPSUM BOARD CEILING FINISH.
TILE FIN15H a WALLS TO -1 -0" AFF.
TILE FLOOR FIN15H SET IN FULL GROUT
BED, SLOPE TO FLOOR MRAIN5 REFER
TO PLANS FOR DRAIN L ATIONS.
DEFRE55 SLAB 2" a KITCHEN AREA REFER
TO SHEET A 4.0 4 6TRUCI URAL DRAWINGS
FOR EXTENT CF '_EPRESe ION.
%r9rriN, PLR. LAB f KITCHEN
PARTIAL BUILDING SECTION: CLUBH<
REFER TO STRUCTURAL DRAWINGS FOR TRUSS, STEEL
BEAM, CONCRETE BEAMETC. SIZES 7 CONNECTIONS.
YYYIY YYYlYYYYYYY YYYYYYYYYYY 1. '� RIDGE BEAM. SEE 6TRUCTURAL
LDIJ
l REFER TO STRUCT. DRUGS,
---- FOR, FRAMING a THIS AREA.
9
l'-8" AFF
SE KITCHEN / RESTAURANT
= RAFT
o 24'I
O.C. R
CTURA
DRAW
5 FOR
=/CEILI
FRAM
.
FIN. WO
ARC
ED BR
R TO DTAILS
637.
Ixb FIN WOODII r wooGYP BOARS FNISI-I.
— ___ _ -----I
I
ai FORREFER
FRA 6TRUCT. DRIrZ —� III El
L
FOR F, .AMIN'S � THIS AREA.
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\\ DEPRE65 5LAE. 2" w LOB Y AREA. REFER -
.__—___.___._ TO SHEET A 4,1.1 137RUCT"R,4L DRAWINGS
FOR EXTENT OF DEPRE5 ION.
PARTIAL BUILDING SECTION: CLUB
LOBBY / PRO SHOP
BUILDING SECTION LONGITUDINAL THROUGH CLUBHOUSE
H
IT' -I" AFF.
REFER TO DETAIL It/ 463.1
FOR SPECIAL STRUCTURAL
`D FRAMING a THIS AREA.
I6'-10" AFF.
REFER TO INTERIOR DESIGNER'S DRWG5.
FOR ALL FIN. WOOD TRIM, MOULDING6,
BA5E, ETC.
REFER TO INTERIOR DE5I3NER'5 DRWG5.
FOR BAR AREA FINISHES, COUNTER5, ETC
ROOF BEARING
2
A 5
9'-6" AFF.
HEAD HEIGHT
REFER TO INTERIOR DE61GNER'S DRLLG6.
FOR CA6HIER'5 AREA PLAN, COUNTERS,
FINISHES, ETC.
FINISH FLOOR SLAB
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DAT[
8 MARCH nl. 5
•CALE
I/4" , i.-0„
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e>2.
SHM
A
5.1.2
REVISIONS BY
14 AUGUST 1995 K.PK.
ROOF BEARING
zr-0" AFF.
HEAD HEIGHT
1S'-0" AFF. _
SILL HEIGHT
2
A 523
SIMILAR
I3'-2" AFF.
ROOF BEARING
0'-0"
FINISH FLOOR
13'-2" AFF.
ROOF BEARING
0'-0"
FIN15H FLOOR
AFF.
HEAD HEIGHT
T-2" AFF.
SILL HEIGHT
( BUILD
SECTION:
I&'-10" AFF.
CEILING 1-IGT.
AFF.
CEILING HGT.
-0'-2°
CLUBHOUSE LOCKER ROOMS
_. _I L.___
22 -2 AFF.
HEAD HEIGHT _
I I
AFF
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ARCH UNDW. SPRING PT. r y
i,
s LOBBY
�2 BUILDIN SECTION CLUBHOUSE LOBBY
BUILDING SECTIONS.- CLUBHOUSE LOCKER ROOMS & CLUBHOUSE LOBBY
E
Mii
REFER TO BUILDING SECTION IiA 5. J,
FOR TYPICAL BUILDING SECTION NOTES-
5/all PLYWOOD SHEATHING OVER NOM. 2x
WOOD FRAMING REFER TO STRUCTURAL
DRAWING5 FOR FRAMING 51ZE i SPACING
GYPSUM BOARD CEILING FINISH.
SUSPENDED ACOUTICAL TILE CEILING. REFER
TO REFLECTED CEILING PLAN A 3.4.1.
SCREEN VENTING BETWEEN ROOF RAFTERS
CONT. CONCRETE BEAM REFER TO STRUCTURAL
DRAWINGS.
TYPICAL FIXED GLA55 TRANSOM PANEL.
REFER TO SHEET A 62.1.
TYPICAL NON. 4x4 WOOD BRACKET. REFER TO
REFL. CLG. PLANS FOR LOCATIONS.
EXTERIOR CEMENT PLASTER FINISH,
TYPICAL NOM. 12" CM.U.
PROVIDE 24"L. 5 BARS . 24" OC. AND
ly" EXP. MATERIAL ® INTERSECTION OF
TYPICAL WALKWAY AREAS TO PERIMETER
CONCRETE SLAB AREAS.
CONT. CONCRETE FOOTING. REFER TO
5TRJCTURAL DRAWINGS.
TYPICAL SLOPED ROOFING:
STANDING SEAM ALUMINUM ROOFING
FASTENED TO PLYWOOD SHEATHING AND
NCM. lab TIG WOOD DECKING O TYPICAL
1:12 SLOPE.
TYP. NOM 3x8 WOOD ROOF RAFTERS.
FIN. TONGUE 4 GROOVE WOOD SOFFIT FINISH.
LOUVER GABLE END PANEL.
FIN. TONGUE A GROOVE WOCD CEILING FINISH
TYP. EXTERIOR CEMENT PLASTER FINISH
ARCHED FIXED GLASS WINDOW UNIT. REFER
TO WINDOW ELEVATIONS 4 DETAILS A 62.1
ARCHED FIN. WOOD BRACKET. REFER TO BUILDING
SECTION SHEET A 5.12 FOR PROFILE,
REFER TO STRUCTURAL DRAWINGS FOR TRU55, STEEL
BEAM, CONCRETE BEAM, ETC. SIZES 4 CONNECTIONS
EXTERIOR CEMENT PLASTER SOFFIT
a 9'-6" AFF_
CONT. SOFFIT VENT.
CONT. TYPICAL CROWN MOULDING. REFER TO
INTERIOR DESIGNER'S DRAWINGS FOR ALL FIN_
WOOD TRIM, MOULDINGS, BASES, ETC.
DEPRE55 SLAB 2" ® LOBBY AREA. REFER
TO SHEET A 4.11 1 STRUCTURAL DRAWINGS
FOR EXTENT OF DEPRESSION.
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K.PK.
DATE
6 MARCH 1995
SCALE
JO■ NO.
9322
MEET
A
5.1.3
REVISIONS BY
14 AUGUST 1995 K,PK,
I
A 82.1
TYPICAL •
CLUBHOUSE
22'-I"
ROOF BEARING
AFF.
HEAD HEIGHT
AFF.
BILL HEIGWT-
13'-2"
TOP OF BEAM
'.' AFF.
HEAD HEIGHT
FINISH FLOOR SLAB
24'-4"
ROOF CLERESTORY BEARING
13'-2" AFF.
TOP OF BEAM
FINISH FLOOR SLAB
ji.
BUILDI
AFF.
HEAD 1-IEIGHT
AF.F.
51LL HEIGHT
HEAD HEIGHT
I1'-I" AFF. -
I
SECTION: PRO SHOP
0
i
i
�2 BUILDING SECTION: REST ROOMS
BUILDING SECTIONS: CLUBHOUSE PRO SHOP / REST ROOMS
i
13'-3"7" AFF.
TRU85 BEARING
REFER TO INTERIOR DESIGNER'S DRAWINGS FOR
PRO SHOP PLAN, FIM514E5, COUNTERS, ETC.
REFER TO BUILDING SECTION 1)4 5.1.1,
FOR TYPICAL BUILDING SECTION NOTES,
ENGINEERED UIOOD ROOF TRU55E5. REFER
TO STRUCTURAL DRAWINGS.
GTPSUM BOARD CEILING FINISH SCREWED
TO GAL V. METAL FURRING CHANNELS FASTENED
TO 2112" GALV. METAL FRAMING . 24" OG
CONT, (4) 2x12 WOOD BENT.
WOOD CLAD STRUCTURAL COLUMNS. REFER
TO STRUCTURAL DRAWINGS.
TILE FINISH • WALL5 TO -1'-0" AFF.
1/41F
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SCALE
114"•I'D"
JOS NO.
9322
SHUT
A
5.1.4
STEEL b' x 3 IR' x 1/4'
ANGLE SECURELY
BAR JOISTS
WELDED TO JOISTS
WELD BOTH SIDES
J BOX FOR ELECTRICAL
TO BOTH JOISTS
WIRE AND CABLE
STANDING SEAM
CONT. PRE -FORMED METAL
CAP FLAS"'G - BY ROOF'G MANUF.
5/8' ALLTHREAD ROD
ALUM ROOF
VERIFY ALIGNMENT
30 • ASPHALT
SATURATED FELT.
i
YOKE BRACKET -
CEILING MOUNTED
PLYWOOD SHEATH'G
/
W/ EXT. GLUE
N T.S.
SINGLE -PLY MEMBRANE
TO PARAPET WALL
CANT
04 Gbi� T MONITOR BRACKET DETAIL
SNGLE-PLY MEMBRANE
ROOFING SYSTEM OF LIGHTWEIGHT
CONCRETE TOPPING ( SLOPED
MIN. 1/4' PER FT. ) OVER
RIGID INSULATION
GU1B/PTD
6' NIGH
CERAMIC TILE
PRE-ENGR'D ----
WOOD TRUSS
II
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PAPER DISP.
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CLUBHOUSE LOBBY TOILET ELEVATION - MEN'S
DETAIL -
KICHEN PARAPET / ROOF
DETAILS
REVISIONS BY
14- 5
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TYPICAL ewe" EXT-APA PLYWD. SHEATHING
TYPICAL STANDING SEAM METAL
ROOFING OVER 300 ASPHALT FELT.
FASTEN WITH CLIPS a WOOD
ROOF RAFTERS ONLY.
TYPICAL NOM, Ixb TAG WOOD DECKING. -
TYP. NOM, 3x8 WOOD RAFTERS • 2'-3" O.G.
REFER TO REFLECTED CEILING PLANS FOR
RAFTER LOCATIONS t SPACING.
-
ROOF TRUSS 5EARMG
CONT. PREFORMED METAL DRIP FL6H'G. /
BY ROOFING MFR OVER CONT NOM. IX2
WOOD DRIP.
2v o'. AFF. _ - - - - - - - -
ROOF 6PRING PO
NEAPHEIGHT
TYP. NON. 4x10 WOOD BEAM. REFER TO
STRUCT. DRWGS. FOR CONNECTIONS.
EXT. CEMENT PLASTER FINISH ON 11
GALv, METAL LATH OVER 15e ASPHALT
FELT TIN -TAGGED TO I17" EXT-APA ''' """ -- I' 1 11
Y
PL"WOOD SHEATHING. II
TYP, NOM 4x4 WOOD CLERESTORY
BRACKET. REFER TO BRACKET -- -
19-O" AFF. ELEVATIONS 4 DETAILS A 632.
SILL HEIGHT �
GONT. METAL SILL ; ROOF FLASHING. ---- ------ --_. -. --. - - _- _.- -..... - --- - - -- ---- - ---. _ ---- -,_ -------- 1
TYPICAL eye" EXT-APA PLYWO. SHEATHING. - -
\ A 63.1
TYPICAL STANDING SEAM METAL
ROOFING OVER 30' ASPHALT FELT. '
FASTEN LVTH CLIPS • WOOD r \
ROOF RAFTERS ONLY.
STEEL BEAM. REFER TO STRUCTURAL To CE+TEIRLINt ca STEEL EEAM N aeon! �A �` a`
DRAWINGS.
TYPICAL FIBERGLASS 15ATT
IN5ULATION 1R-30�
STEEL CHANNELS. REFER TO STRUCT, DRUXsS.
FIBERGLASS SCREENING IN METAL FRAME \�
OVER NOM 2x4 WOOD CLOSURE 45 REQ'D.
TYP. NOM. 3x8 WOOD RAFTERS • 2'-3" O.0 _r7CJ O�G
REFER TO REFLECTED CEILING PLANS FOR ems/
RAFTER LCGATIONS /„PACING S
AFF. - -- - -- -- - -- - -- - - - - -
TOP OF BEAM -- - ---- -- - - -- - - � 12
rF
REFER TO DETAIL 10 6 FOR
TYPICAL EAVEASGIA DETAIL
CCNT. CONCRETE BEAM. REFER \�
TO STRUCTURAL DRAWINGS.
AFF. _ _ _ _ _ROOF SPRING POINT _ - 1
HEAD HEIGHT
TYP. NOM. 4x10 WOOD BEAM. REFER TO
STRUCT. DRILGS. FOR CONNECTIONS.
TYPICAL EXT. CEMENT PLASTER FINISH -
DASHED LINES INDICATE 12"T. CONCRETE
COLUMN BETOND.
AFF. -
SILL HEIGHT
TYPICAL NOM. 4x4 WOOD BRACKET.
REFER TO SHEET A 632.
REFER TO STRUCT, DRWGS, FOR
TYP. BRACKET CONNECTIONS.
i P_A1r� I F'_Olu I
TYPICAL WOOD FRAME EXT. DOOR UNIT
WITH FIXED GLASS TRAN50M ABOVE. _
REFER TO WINDOW SCHEDULE AND
EXTERIOR ELEVATIONS.
TYPICAL 1/2" EXPAN61CN MATERIAL.— -
TYPICAL 4" CONCRETE SIDEWALK SLAB
WITH bxb 10/10 W.WF. SLOPE AWAY FROM
BUILDING. REFER TO WALKWAY PLANS
SHEETS A 36.1 THROUGH A 3b.3,
REFER TO WALKWAY PLANS FOR
EXTEN51ON OF TYPICAL WALK AREAS —
AND/OR LANDSCAPE AREAS.
FINI FLOOR SLAB — - - - - -.- _ . _ - _-. __-- _
0
TYPICAL LONCI■ETE WALK \
1'-0" AFF. -
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SECTION CLUBHOUSE RESTAURANT (PRO SHOP IMILAR)
WALL SECTION TYPICAL CLUBHOUS
CONT. STEEL BEAM, REFER TO
STRUCTURAL DRAWINGS.
ENGINEERED WOOD ROOF TRU65E5
• 24" O.C.
TYPICAL %" GYPSUM BOARD CEILING
FASTENED TO UNDERSIDE OF ROOF
TRUSSES.
NOM. 2x4 WOOD CEILING FRAMING
• 24" O.C.
CON.T Ix3 WOOD FURRING 6 I6" O.G.
2�1'-T" AFF.
-`I CEILING -HEIGHT
CONY. FIN. WOOD GROW) MOULDING.
..� TYPICAL WOOD FRAME CLERESTORY
�Y FIXED GLA55 UNIT. REFER TO WINDOW
_ 20'-���i" AFF. SCHEDULE SHEET A 62.1.
_ - UNDERSIDE OF FALSE BEAM
TYPICAL NOM. 4x4 FIN, WOOL' ARCHED
BEILING RACKETT DETAILS CKET REFER
A 63.2 TO INTERIOR
-- CONT. 3q" GYPSUM BOARD REVEAL.
I6'-IE" AFF,
UNDERSIDE OF FRAMING
4- ARCH SPRING PT
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17 -
GEIL ING HEIGHT
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10'-a" AFF.
SOFFIT HEIGHT
TYPICAL k■" GYPSUM BOARD FINISH
FASTENED TO CONT. NOM. 2x4 WOOD
NAILER5.
REFER TO STRUCTURAL DRAWINGS FOR
ALL WOOD CONNECTIONS (RAFTERS,
BEAMS. BRACKETS, ETC.)
TYPICAL LAY -IN ACOUSTICAL TILE CEILING.
REFER TO REFLECTED CEILING PLANS
SHEETS A 3.4.1 THROUGH A 3.4.3.
TYPICAL ewe" GYPSUM BOARD SOFFIT
FASTENED TO WOOD FRAMING • 24" U.C.
CONT. FIN. WOOD GROWN MOULDING
TYPICAL LLOCD FRAME DOORS WITH FIXED
TRAN50M ABOVE, REFER TO SHEETS
A 6.1.1 AND A 6,2.1.
REFER TO DETAILS SHEET A 63.2 FOR TYP
CLUBHOUSE COLUMN CONSTRUCTION.
REFER TO INTERIOR DESIGNER-5 DRWG5.
FOR ALL INTERIOR WOOD TRIM, BASES,
MOULDI1,1G5, ETC.
TYPICAL 4" CONCRETE SLAB ON GRADE.
REFER- TO STRUCTURAL DRAWINGS.
TYPICAL CONT. COMPETE FOOTING. REFER
TO STRUCTURAL DRAWINGS.
3/4„
REVISICINS BY
14 AUGUST n35 K.PK.
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ECMA
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93: 2
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A
5.2.1
REVISIONS BY
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REFER TO VA 52.1 FOR TYPICAL
REFER TO SECTION I/A 52.1 FOR TYPICAL
ION NSECTION
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WALL SECTION NOTES t DIMENSIONS.
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SILL HEIGHT
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ENGINEERED WOOD ROOF TRUSSES. REFER
TO STRUCTURAL DRAWINGS.
5INGLE-PL7 MEMBRANE ROOFING SYSTEM
OVER LIGHTWEIGHT CONCRETE TOPPING
(SLOPED MIN. '," PER FOOT? OVER RIGID
INSULATION BOARD ON METAL DECKING.
REFER TO KEYED DETAIL.
CONT. PT. NOM, 2x8 WOOD NAILER BOLTED
TO CONT. CONCRETE BEAM. REFER TO
STRUCTURAL DRAWING5.
AF.F.
ROOF TRUSS BEARING
%" GYPSUM WALLBOARD CEILING,
LAY -IN ACOUSTICAL TILE CEILING. REFER
TO REFLECTED CEILING PLAN A 3,41
Im'-m" AFF.
-- - -- CEILING HEIGHT
GYPSUM WALLBOARD FINISH.
TYPICAL EXT. CEMENT PLASTER FINISH.
- - PROVIDE MIN. 8"W. CONT. GAL'V. METAL
LATH STRIP • DISSIMILAR MATERIALS.
TYPICAL CON.T EXT. CEMENT PLASTER
-- "BULLNOSE" LEDGER RUN. SLOPE LEDGE
I." FOR DRAINAGE.
-._ TYPICAL NOM. 8" CMU. WITH HORIZONTAL
REINFORCING • 16" O.C.
-- - - - _ -- - - -- -- - HEIGHT OF TILE
THIN -SET CERAMIC TILE WALL FINISH.
REFER TO PARTITION DETAILS.
TYPICAL NON, 12" C.M.U. WITH HORIZONTAL
REINFORCING • 1611 O.C.
EXT. CEMENT PLASTER BASE RUN OVER
GALV. METAL LATH OVER BACYING.
TILE FLOOR FINISH SET IN FULL GROUT BED
SLOPED TO FLOOR DRAIN5.
T CONCRETE 5LA15 RECESS. REFER TO
-- - STRUCTURAL DRWCsB. 4 SHEET A 412, FOR
LOCATION 4 EXTENT OF RECESS.
N
�; - --- - -- - - - - - - TOP OF SLAB
13'-2" AFF.
ROOF TRU58 BEAR
ROOF SPRING
SIL HEIGHI
TOP OF SLAB_
0 SECTION: TYPICAL FIXED GLASS
HEAD HEIGHT
CEILING FINISH / HEIGHT VARIES.
REFER TO BLDG- 5ECTION5 4 PLANS
FOR SPECIFIC FINISHES / HEIGHTS.
TYPICAL WOOD FRAME FIXED
WINDOW UNIT WITH FIXED TRAN°rOM
PANEL ABOVE. REFER TO SHEET
A 6.2.1. FOR ELEVATION 1 DETAILS.
TYP, EXT. CEMENT PLASTER 5A5E
RUN WITH CHAMFERED TOP EDGE
AS SHOWN. SLOPE SILL I" TOWARDS
EXTERIOR,
TYPICAL CONT. CONCRETE SILL.
SLOPE TOP I" A$ INDICATED.
(REFER TO STRUCT. DRWGSd.
CONT. CONRETE FOOTING- REFER
TO STRUCTURAL DRAWINGS.
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DATE
8 MARCH 1995
SCALE
JW NO.
5322
MAlk-
WALL SECTIONS CLUBHOUSE KITCHEN &TYPICAL FIXED GLASS 3/4" � l 5.2.2
V AFF. _ ROOF
REFER TO SECTION I/A 52.1 FOR TYPICAL
UALL SECTION NOTES 4 DIMENSIONS.
TYPICAL CONT. RIDGE VENT BY ROOFING
-IANUFACTURER
:,CNT. NOM. 4x10 WOOD RIDGE BEAM. REFER
TO STRUCTURAL DRAWINGS FOR ALL WOOD
COST 4 BEAM CONNECTIONS.
TYPICAL STANDING SEAM METAL
ROOFING OVER 300 ASPHALT FELT_
°ASTEN WITH CLIPS • WOOD
ROOF RAFTERS ONLY.
TYPICAL NOM. Ixb TtG WOOD DECKING
TYP. NOM. 3x8 WOOD RAFTERS • 2'-3' O.G.
REFER TO REFLECTED CEILING PLANS FOR
RAFTER LOCATIONS 4 SPACING.
STEEL COLUMN. REFER TO 3TiRUCT. DRWG6.
TYP. NOM. 4x10 WOOD BEAM. REFER TO
STRJCT. DRUGS. FOR CONNECTIONS.
CONT. PREFORMED METAL DRIP FL6"'G.
BY ROOFING MFR OVER CONT. NOM. Ix2
WOOD DRIP.
TYPICAL EXT. CEMENT PLASTER COLUMN
CAP BANDS. SLOPE TOP OF COLUMN
I' AS INDICATED.
STRUCTURAL TYPICAL NOM. 4x4 WOOD
BRACKETS. REFER TO STRUCTURAL -
DRAWINGS FOR CONNECTIONS AND SHEET
A 632 FOR BRACKET DIMENSIONS.
TYPICAL EXT. CEMENT PLASTER FINISH.
12'4, POURED CONCRETE COLUMN IN ROUND
PRE -FORMED DISPOSABLE FCI;el.
FORMED, ROUND EXT. CEMENT PLASTER
FINISH COLUMN BASE.
TYPICAL 4' CONCRETE SLAB ON GRADE.
REFER TO STRUCTURAL DRAWINGS 4
TYPICAL WALKWAY PLANS SHEETS A 3.6.1
THROUGH A 31b3.
PROVIDE 24'L. 05 BARS • 24' O.C. AND
�i' EXP. MATERIAL ■ INTERSECTION OF
TYPICAL WALKWAY ALAS TO PERIMETER
CONCRETE SLAB AREAS.
REFER TO STRUCTURAL DRAWINGS FOR
COLUMN/FOOTING NOTES 4 DIMENSIONS.
13'-2' AFF.
ROOF BEARING - _-
S'-6' AFF. _ ROOF
HEAD HEIGHT
SILL HEIGHT
m'-m•
FINISH SLAB
REFER TO SECTION I/A 52.1 FOR TYPICAL
LALL SECTION NOTES 4 DIMENSIONS.
VARIES
SEE CLG. PLANS
CEILING FINISH 4 HEIGHT VARIES. REFER
TO BLDG. SECTIONS t PLANS FOR SPECIFIC
FINISHES AND HEIGHTS.
TYPICAL WOOD FRAME FIXED GLASS
TRANSOM PANEL. REFER TO SHEET A 621.
CONT. 12'W. CONCRETE SILL BEAM. REFER
TO STRUCTURAL DRAWINGS.
TYPICAL 12' CM.U. EXTERIOR WALL WITH
HORIZONTAL REINFORCING ■ 16' O.G.
1) SECTION: TYPICAL BREEZEWAY 02 SECTION: TYPICAL TRANSOM WINDOW
IF WALL SECTIONS; TYPICAL BREEZEW Y & TYPICAL TRANSOM WINDOW 3/4"
REVISIONS BY
14 AUGUST ISS5 ICPK
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SCALE
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Joe NO.
5322
DIQT
A
5.2.3
a
WALL SECTIONS:
BANQUET ROOMS
3/41F
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SCALE
3/4"
. 10"
JOB NO.
5322
SHUT
A
5.2.4
REVISIONS B'
14 AUGUST 1995 K.F
13'-2" AFF.
ROOF TRU55 BEARING
ROOF SPRING POINT
1"2 u
m'_m„
TOP OF 5LAB _--- --- ---,
- `�--� LAL_ i
_ 13'-6 4" (VERIFY)
-- TOP OF PURLINS CMAXIMUMJ
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A 63.1
\ SMILAR
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LI
REFER TO SHOP DRAWINGS PROVIDED BY
"VARCO-PRUDEN BUILDINGS" FOR ALL
PREFAB. METAL BUILDING COMPONENTS,
DETAILS, CONNECTIONS, ETC.
CONT. PREFORMED METAL CAP FLSH'G.
BY ROOFING MANUFACTURER
300 BLDG. PAPER TIN -TAGGED TO 1-2" EXT-APA
PLYWOOD SHEATHING FASTENED TO NOM. 2x4
WOOD PARAPET WALL. PROVIDE MIN. 4" BATT
INSULATION AS INDICATED.
ENGINEERED WOOD ROOF TRUSSES. REFER
TO STRUCTURAL DRAWINGS.
EXT. CEMENT PLASTER FINISH ON GALV. METAL
LATH ON 15• BLDG. PAPER TIN -TAGGED TO
'12" EXT-APA PLYWOOD SHEATHING.
CONT NOM. PT. 2x WOOD BEARING PLATE.
REFER TO STRUCTURAL DRA40N65.
MEMBRANE ROOFING AS PER METAL BLDG.
MANUFACTURER
MIN. 3" RIGID INSULATION FASTENED TO
%211,0" METAL DECKING.
-----------
W/2" ROOF PURLINS SPACED AS PER METAL BLDG.
/ ---- MANUFACTURER'S SPECIFICATIONS. '✓ERIFY
/ 4 COORDINATE PURLIN SPACING.
CONT. STEEL PURLIN SUPPORT ANGLE.
REFER TO STRUCTURAL DRI.I.65
CONJ CONCRETE BEAM. REFER TO
9 I STRUCTURAL DRWGS.
43'-6 -1/I6" (VERIFY) _ _ g_6" FF.
I TOIsOFPURLINS (F11NIF1UM? - HEAD HEIGHT— — — — — — — — — — — — — — — — — — — -- —
TYPICAL TUBULAR ALUMINUM OPEN GRILLE
WITH INSECT SCREEN. REFER TO DETAILS
SHEET A 63.1,
�. TYPICAL CONT EXT. CEMENT PLASTER
"BULLNOSE" LEDGER RUN. SLOPE LEDGE
\A '/2" FOR DRAINAGE.
TYMC,AL CCKK; E W4LK
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REINFORCING s 16" O.G.
w
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REFER TO WALKWAY FLANS FOR
W 0
EXTENSION OF TYPICAL WALK AREAS
AND/OR LANDSCAPE AREAS.
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EXT. CEMENT PLASTER BASE RUN OVER
GALv METAL LATH OVER BACKING.
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DRAWN
KPK
DATE
8 MARCH n55
SCALE
3/4" . I'-0"
+D■ NO.
WALL SECTION: GOLF CAR STORAG
3/41F
A
5.2.5
REVISIONS BY
14 AUGUST 1995 K.PK
-- —--- - —-- —- ------
13'-2' AFF.
ROOF TRUES BEARING
ROOF SPRR•ks PONT _
+2.
REFER TO SHOP DRAWINGS PROVIDED BY
'VARCO-PRUDEN BUILDINGS' FOR ALL
PREFAB. METAL BUILDING COMPONENTS,
DETAILS, CONNECTIONS, ETC.
- - — — - — - — - — - — - - - — - '-+ - - — - — - — - - — - — - —
'' _
- - — - -
TmOP-mOF SLAB----�--- ------ - --- i ..,. .....:,6 �.. -..,.. wq ...OP;�
CONT. PREFORMED METAL CAP FL514'6.
/
BY ROOFING MANUFACTURER
30° BLDG. PAPER TIN -TAGGED TO 'i7' EXT-APA
{
PLYWOOD SHEATHING FASTENED TO NOM. 2x4
• �"
WOOD PARAPET WALL. PROVIDE MIN. 4' BATT
els
-
INSULATION AS INDICATED.
ENGINEERED WOOD ROOF TRUSSES. REFER
TO STRUCTURAL DRAWINGS.
CONT. STEEL CHANNEL WELDED TO STEEL
MEMBERS SUPPLIED BY METAL BUILDING
MANUFACTURER REFER TO STRUCTURAL
"
DRAWINGS FOR STEEL SIZE 1 CONNECTION.
2
MEMBRANE ROOFING AS PER METAL BLDG.
= A 6.4.1
MANUFACTURER
\ /
MIN. 3' RIGID INSULATION FASTENED TO
211/2' METAL DECKING.
\
/ - \
BL,2' ROOF PURLINS SPACED AS PER METAL BLDG.
\
MANUFACTURER'S SPECIFICATIONS. VERIFY
COORDINATE PURLIN SPACING.
3'-b 3/4' (VERIFY)
TOPOFPURLINS
--------- /
— — —
GONT. P.T. 2x WOOD BLOCKING.
STRUCTURAL STEEL FRAME BY METAL
• SLOPE AS PERy
E BUILDING MANUFACTUER SLOPED AS PER
MANUF' SPECS CS. a
MANUF.'5 SPECIFICATIONS.
CONT. NOM. P.T. 2x WOOD BEARING PLATE.
REFER TO STRUCTURAL DRAWINGS.
EXT. CEMENT PLASTER FINISH ON GALV. METAL
LATH ON 150 BLDG. PAPER TIN -TAGGED TO
112' EXT-APA PLYWOOD SHEATHING.
_
PROVIDE CONT. EXT. CEMENT PLASTER CONTROL
JOINT ■ CONCRETE BEAM TO PLYWOOD/FRAMING
.
INTERSECTION.
CON.T CONCRETE BEAM. REFER TO
STRUCTURAL DRW35.
---_-IL__ 9_6,
1� TYPICAL SECTION: GOLF CAR STORAGE
WALL SECTION:
-11-2.
GOLF CAR STORAG
I' TO FLOOR DRAIN
TYPICAL TUBULAR ALUMINUM OPEN GRILLE
WITH INSECT SCREEN, REFER TO DETAILS
SHEET A 631.
TYPICAL CON.T EXT. CEMENT PLASTER
'BULLNOSE' LEDGER RUN. SLOPE LEDGE
%' FOR DRAINAGE.
TYPICAL NOM. 12' CM.U. WITH HORIZONTAL
REINFORCING ® 16' O.G.
REFER TO WALKWAY PLANS FOR
EXTENSION OF TYPICAL WALK AREAS
AND/OR LANDSCAPE AREAS.
EXT. CEMENT PLASTER BASE RUN OVER
GALV. METAL LATH OVER BACKING.
REFER TO STRUCTURAL DRAWINGS t DRAWINGS
SUPPLIED BY METAL BLDG. MANUF. FOR STEEL
COLUMN BOLT CONNECTIONS TO CONCRETE SLAB.
PROFILE OF 5LA5 EDGE AND FOOTING AT
STEEL COLUMN_ REFER TO STRUCTURAL DRWGS.
CONT. CONCRETE FOOTING. REFER TO
STRUCTURAL DRAWINGS.
3/4"
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DATE
8 MARCH ISS5
11CAL[
3/4' . I'-0'
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9322
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5.2.6
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-7 - — — — — — — — — —
--- — — — — —'----'—I—'—'— — — — — — ----- — — --
— — — — — — — — — — — — —
CONT. RIDGE BEAM.
NOM. 4x4 WOOD BRACKET WITH
457 SUPPORT TO RIDGE BEAM
FIXED FIN. WOOD LOUVERS o 16T
Tft56 LOCATION ONLY,
NOM. 2x6 VERTICAL ARCH SUPPORT,
REFER TO EXT. ELEVATION OF ENTRY.
_NOM. 2xS FIN. WOOD DECORATIVE ARCH.
REFER TO EXT. ELEVATION OF ENTRY.
NON. 2x6 FIN, WOOD DECORATIVE ARCH.
REFER TO EXT. ELEVATION OF ENTRY,
16--l' AFF_
NOM. 3x6 WOOD ROOF TRUSS WITH NOM.
3x4 VERTICAL WOOD SUPPORTS.
- - - - - - - - - - - - - - 4,13'-4- AFF.
- -
T TOP OF BEAM
131-6l AFF.
I (J) PARTIAL ELEVATION, GABLE END a ENTRY / DROP�OFF I
A POINT
&'-C' AFF.
CONT. NCM. 4xI0 WOOD RIDGE BEAM
REFER TO STRUCT. DRWG5. FOR ALL
WOOD POST 4 BEAM CONNECTIONS.
TYPICAL STANDING, SEAM METAL
ROOFING OVER aOs ASPHALT FELT.
FASTEN WITH CLIPS * WOOD
ROOF RAFTERS ONLY.
TYPICAL NOM. Ix(o T4G WOOD DECKING
- - -- - - - - - - - - - - - - - - - - - - - - - - 16, -11FF t2 NUM. 3x8 WOOD ROOF TRUSS WITH NOM.
3x4 VERTICAL WOOD SUPPORTS.
TYP. NOM. 4xI0 WOOD BEAM. REFER TO
STRUCT. DRU.G5. FOR CONNECTIONS.
13-4' AFFy.
_TOF OF _5EAM
— — — — —
— — — — — — — — — — —
— — 7. — — — — —
T12
18,10,
— — — — — — — — — — — —
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— - — - — - — - — - — F T-- -- — - — - — - — - — - — - — - — - — -
. ................ JF NisH SLAB- — - — - — - — -
TYP. NOM. 4xI0 WOOD BEAM. REFER TO
STRUCT. DRWG8- FOR CONNECTIONS.
Je'-6- AFF,
STEEL COLUMN. REFER TO 5TRUCT. DRUGS.
I TYPICA4 EXT. CEMENT PLASTER COLUMN
rl
CAP BANDS. SLOPE TOP OF COLUMN
I' AS INDICATED.
STRUCTURAL TYPICAL NOM. 4x4 WOOD
BRACKETS. REFER TO STRUCTURAL
DRAWINGS FOR CONNECTIONS AND SHEET
A 63l FOR BRACKET DIMENSIONS.
TYPICAL EXT. CEMENT PLASTER FINISH.
H
1 H
12'O POURED CONCRETE COLUMN IN ROUND
PRE-FOF61ED DISPOSABLE FORM,
a
Ill
FORMED EXT, CEMENT PLASTER COLUMN
BASE.
------------------------------
ill N I .. WINI lk 11 111 111", 11 Noll ln=m I I REFER TO STRUCTURAL DRAWINGS FOR
-nip COLUMN/FOCTING NOTES 4 DIMENSIONS.
pull
Ira, -I - AFF,
10
OL 13'-4- AFF.
-r TOP OF BEAM
TYP. NOM_ 3xS WOOD RAFTERS * 2'-3' O.C.
REFER TO REFLECTED CEILING PLANS FOR
RAFTER LOCATIONS 4 6PACIWG,
CONT. RIDGE BEAM.
NOM. 4x4 WOOD BRACKET WITH
457 SUPPORT TO RIDGE BEAM
FIXED FIN. WOOD LOUVERS * 15T
TRUSS LOCATION ONLY.
NOMI. 2x6 VERTICAL ARCH SUPPORT.
REFER TO EXT. ELEVATION OF ENTRY
I NOM. 2x5 FIN. WOOD DECORATIVE ARCH.
...... ............... ------ - --------------- REFER TO EXT. ELEVATION OF ENTRY.
......... ---- - -- NOMI. 2x6 FIN, WOOD DECORATIVE ARCH.
REFER TO EXT. ELEVATION OF ENTRY.
------ NOM. 3x8 WOOD ROOF TRUSS WITH NOM.
3x4 VERTICAL WOOD SUPPORTS.
— - - ---------------- --- -
---- -- - - ----- - ---------
...... . ....... .. ..... ..
A.FF,
- - - - - - - - - —
L61 LL 1'-4 1/41 L I.-, L 21.3ff L
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ENTRY COVERED DROP-OFF
III
— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —
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DROP-OFF
WALL SECTIONS, ENTRY / DROP —OF
1/2v
REVISIONS JBY
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DRAWN
KPK
DATE
a MARCH IS55
SCALE
1/2' - I'-o'
'3322
SHMT
A
5.2.7
f
RAISED SEAM METAL ROOF
O/ 30 M ASPHALT FELT —
5/8' EXT. GRADE
PLYW'D SHEATHING
2 x 4 FURR'G
'ROLEX'NAME PLATE
BY OTHERS
TS 2' x 4' x 3/16'
3' x 3' x 1/4' ANGLE
WELDED
28'-6" AFF
ROOF SPRIT
POINT
TUBULAR ALUM.
DECORATIVE RAIL'G
3/4' 5Q. ALUM.
VERT. AT 6' O.C.
SLOPED STUCCO
CAP
CONCRETE BEAM
SEE STUCTURAL
f ROOF ABOVE ----
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39'-8' AFF
ROOF SPRING
POINT
.,��3T'-2-2'_ AFF _
7 CLOCK
28'-6' AFF
ROOF SPRING
POINT
24'-4'AFF
TOP OF
STEEL
20'-10' AFF
'OP & CONC. — —
I6'-m' AFF
dill
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PLAN SECTION
SCALE : 1/4' = I'-D'
REFER ALSO TO
SH. A-4.1.4
12
S<o
41'-10' AFF 1
TOP OF
STEEL
12
STRUCTURAL STEEL NOTE
REFER TO SHOP DRAWINGS
AS PREPARED BY
W.W. SCHAEFER ENGINEERING
AND A5 APPROVED BY
ARCHITECT.
REVISIONS BY
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DATE
SCALE
VARIESRIE5
SECTION
BAG VALET
'w• NO.
TOWER
SHEET
SCALE : 1/4' = I'-0'
SECTION
BAG VALET TOWER
SCALE : 3/4' = 1'-0'
5.2.8