HomeMy WebLinkAboutDRB140568 Plans ApprovedApproved by the _
Design Revie oard t
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L ion's Square Lodge South-
Balcony Extension
Vail, Colorado
12 December 2014
MELICK ASSOCIATES INC
Approved by the
Design Review Board
TOW (��►�� AL By Warren Campbell at 9:02 am, Jan 30, 2015
SCALE: ALL DRAWINGS @1/4" = 1' -0'' (U N.O.)
DRAWN E3Y: BRUCE 5ARKE1' FOR MELIGK
A55OGIATEB
GONTAGT NUMBER: 303 - 534 -I�f30
III - III -11 EARTH
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= =
POROUS FILL /GRAVEL
ELEVATOR MACHINE ROOM: 25 GAUGE 3 -5/8" METAL STUDS @ 16" O.C.
W/ (2) LAYERS 5/8" FIRE -RATED GYPSUM BOARD BOTH SIDES TO UNDERSIDE
OF DECK ABOVE; 2 HOUR RATING BASED ON UL #U419
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0 0 o CAST IN PLACE CONCRETE
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PRE -CAST CONCRETE
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STEEL
1 HOUR SHAFT WALL W/ 25 GAUGE I- SHAPED STUDS @ 24" O.C. W/ 1 "TH.
GYP. BOARD WALL LINER ON (1) SIDE AND 5/8" FIRE -RATED GYP. BOARD
ON FINISHED SIDE; BASED ON UL
#U499
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ALUMINUM
BRASS /BRONZE
FINISH WOOD
1 HOUR SHAFT WALL W/ 25 GAUGE I- SHAPED STUDS @ 24" O.C. W/ 1 "TH.
GYP. BOARD WALL LINER ON (1) SIDE AND 5/8" FIRE -RATED GYP. BOARD
ON FINISHED SIDE; BASED ON UL #U499; 3 COAT STUCCO SYSTEM ON 2
LAYERS 15# FELT AT EXTERIOR
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2 HOUR SHAFT WALL W/ 4" - 25 GAUGE CH SHAPED STUDS @ 24" O.C. W/
1 "TH. GYP. BOARD WALL LINER ON (1) SIDE AND (2) LAYERS OF 1/2"
FIRE -RATED GYPSUM BOARD ON FINISHED SIDE; BASED ON UL #U418
WOOD SHIM
ROUGH WOOD /BLOCKING
PLYWOOD
BATT INSULATION
RIGID INSULATION
RIGID
IFFIFFEEI
GYPSUM BOARD
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2 HR WALL: 25 GAUGE 8" METAL STUDS AND 2 1/2" METAL STUDS (8 1/2"
CAVITY TO ACCOMMODATE STEEL COLUMNS AND FIREPROOFING) @ 16"
O.C. W/ (2) LAYERS 5/8" FIRE -RATED GYPSUM BOARD BOTH SIDES
(EXTERIOR GRADE AT EXTERIOR LOCATIONS) TO UNDERSIDE OF DECK
ABOVE; 2 HOUR RATING BASED ON UL #U419. PROVIDE MIN. R -30 BATT
INSULATION AT EXTERIOR WALLS. 3 COAT STO STUCCO SYSTEM OR STONE
AT EXTERIOR. RE: ELEVATIONS
T11
2 HR WALL: 25 GAUGE 6" METAL STUDS @ 16" O.C. W/ (2) LAYERS 5/8"
FIRE -RATED GYPSUM BOARD BOTH SIDES TO UNDERSIDE OF DE(
2 HOUR RATING BASED ON UL #U419. PROVIDE MIN. R -24 HD BATT
INSULATION AT EXTERIOR WALLS, AND 1" R -4.3 RIGID FIBERBOARD
INSULATION CONTINUOUS AT INTERIOR. 3 COAT STO STUCCO SYSTEM
AT EXTERIOR.
CONCRETE MASONRY UNITS
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2 HR WALL - DEMISING LOCATIONS: 25 GAUGE 6" METAL STUDS @ 16" � \
O.C. W/ (2) LAYERS 5/8" FIRE -RATED GYPSUM BOARD AND RC -1 CHANNEL
@ 24" O.C. PERPENDICULAR TO STUDS WITH (2) LAYERS 5/8" TYPE 'X'
GYPSUM BOARD OTHER SIDE TO UNDERSIDE OF DECK ABOVE W/ SOUND
BATTS; 2 HOUR RATING BASED ON UL #U419; STC RATING: 54+ W/ 3"
CREASED THERMAFIBER SAFB IN STUD CAVITY
T12
BALCONY WING WALL: 25 GAUGE 6" METAL STUDS @ 16" O.C. W/ (1)
LAYER 5/8" FIRE -RATED EXTERIOR GRADE GYPSUM BOARD BOTH SIDES TO
UNDERSIDE OF DECK ABOVE; 3 COAT STO STUCCO SYSTEM OR STONE
EACH SIDE. RE: ELEVATIONS
FLOOR/ CEILING
2 HR BEAM RATING FOR FLOOR/ CEILING ASSEMBLY ASSEMBLY PER UL #: D704
PER UL #: N708
NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE g
(MIN. 4" TH.) OVER METAL DECK OVER MIN. W8X28 °a
STEEL BEAM W/ SPRAY APPLIED FIRE RESISTIVE ° ° a
MATERIALS, MIN. 1 1/81' THICK. a °
2 HR FLOOR/ CEILING ASSEMBLY PER UL #: D704
NORMAL WEIGHT CONCRETE (MIN. 4" TH.) W/ STRUCTURAL MEMBER
WELDED WIRE FABRIC OVER METAL DECK W/ SPRAY FIREPROOFING PER UL,
APPLIED FIRE RESISTIVE MATERIALS AT UNDERSIDE OF N708
METAL DECK.
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1 HR ROOF/ CEILING ASSEMBLY PER UL #: P741
CLASS A ROOFING OVER ICE & WATERSHIELD OVER
ATLAS ACFOAM CROSSVENT NAILBASE (OR
APPROVED EQ.), OVER 5/8" TYPE 'X GYP. BOARD
OVER METAL DECK OVER MIN. W6X16 STEEL BEAM W/
SPRAY APPLIED FIRE RESISTIVE MATERIAL AT UNDERSIDE
OF DECK.
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2 HR COLUMN FIRE PROTECTION PER UL #: X771
SPRAY FIREPROOFING OVER TUBE STEEL COLUMN
MIN. 0.8" THICK PER FORMULA FOR TSS 4x6xl /2 TUBE STEEL COLUMN W/
SPRAY FIREPROOFING PER
UL #:X771
Wl
FLOOR/ CEILING
ASSEMBLY PER UL #: G523
1 HR ROOF / CEILING ASSEMBLY BASED ON
UL #P510
2 HR FLOOR / CEILING ASSEMBLY BASED ON ° g
UL #G523 °a
3" CONCRETE OVER 1/2" METAL DECK W/ MIN. ° ° °
W10 X 21 STEEL BEAMS AND STEEL JOISTS W/ 5/8"
SUSPENDED GYP. BOARD CEILING; EXISTING LIGHT
FIXTURES TO BE TENTED AS REQUIRED.
ROOF COVERING EXIST. ICE AND WATER SHIELD
OVER INSULATED NAILBASE OVER GYP. BOARD
SHEATHING OVER EXISTING 1 1/2" METAL DECK OVER
EXISTING JOISTS W/ MIN. 1/2' SUSPENDED P.
BOARD CEILING BELOW
EXIST. COLUMNS AND BEAMS ARE
SPRAYFIREPROOFED FOR INDIVIDUAL PROTECTION
PRICING 10.17.14
ISSUED FOR: DATE:
EXIST. SHAFT WALL: 8" CMU WALL.
2 HOUR RATED PER TABLE 720.1 3 AND UL #U905.
;
FLOOR/ CEILING
ASSEMBLY PER UL #: G523
2 HR FLOOR / CEILING ASSEMBLY BASED ON ° a s
,a °
UL #G229 °
3" CONCRETE OVER 1/21' METAL DECK W/ MIN.
Wl 0 X 21 STEEL BEAMS AND STEEL JOISTS W/
SUSPENDED ACOUSTICAL CEILING; EXISTING LIGHT
FIXTURES TO BE TENTED AS REQUIRED.
EXIST. COLUMNS AND BEAMS ARE
SPRAYFIREPROOFED FOR INDIVIDUAL PROTECTION
EXIST. EXTERIOR BEARING WALL: 8" CMU WALL WITH ,
EXTERIOR STUCCO FINISH.
2 HOUR RATED PER TABLE 720.1 3 AND UL #U905.
THESE DRAWINGS AND SPECIFICATIONS AND THE
IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN
PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, WORK OR USED IN CONNECTION WITH ANY
R PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE
2 HR COLUMN FIRE PROTECTION PER UL #: X771
SPRAY FIREPROOFING OVER TUBE STEEL COLUMN
MIN. 0.8" THICK PER FORMULA FOR TSS 4x6xl/2
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
PROJECT INFORMATION
LSLS BALCONY
EXTENSIONS
Approved by the
AO.
Design Review Board
1
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TOWN OF VA I L By Warren Campbell at 9:02 am, Jan 30, 2015
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PRICING 10.1 7.14
EXISTING DECK 9' -6" L 6' -0"
ISSUED FOR: DATE:
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15' -3 1 /2" V.I . F. V.I.F.
THESE DRAWINGS AND SPECIFICATIONS AND THE
A A IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN
v PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, OR USED IN CONNECTION WITH ANY
WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
FOURTH FLR
PLAN
A2.4
Approved by the
Design Review Board
TOWN OF VAIL By Warren Campbell at 9:02 am, Jan 30, 2015
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RE: STRUCTURAL
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PER 5TRUGTUR?4
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PRICING 10.1 7.14
EXISTING DECK L 9' -6" 6' -0"
ISSUED FOR: DATE:
15' -3 1 /2" V.I . F. V.I.F.
THESE DRAWINGS AND SPECIFICATIONS AND THE
A A IDEAS, DESIGN S AND ARRANGEMENTS
THEREBY REPRESENTED ARE AND SHALL REMAIN
v PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, OR USED IN CONNECTION WITH ANY
WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
FIFTH FLR
PLAN
1 FIFTH FLOOR PLAN
A2.5 SCALE: 1/4" = 1' -0" A2.5
Approved by the
Design Review Board
TOWN Of VA I L " By Warren Campbell at 9:03 am, Jan 30, 2015
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RE: STRUGTllRAL
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BELOW, HOLD SHORT Q
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PROJECTIONS, TYP. U w 0 _ o z
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5LU -LAM a Z a
EXTENSIONS ON
r SOUTH FACADE.
i
HATCH SHOWS AREA
OF NEW
_ = BALCONY /DECK.
TRAFFIC GOATINS
TO MATCH EXI5TINO
5OUTH DECK.
PILASTER: STEEL
PER 5TRUGTURAL
IL
C? Z WRAPPED N15
W LAYERS 5/6" TYPE "X"
o O SYP BD (SA FILE
GM .2020). 5TUCG0.
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PRICING 10.1 7.14
EXISTING DECK 9' b 6' -0"
ISSUED FOR: DATE:
15' -3 1 /2" V.I . F. V.I.F.
New balconies to
extend out to
match the depth of
the existing decks THESE DRAWINGS AND SPECIFICATIONS AND THE
IDEAS, DESIGNS AND ARRANGEMENTS
K L REPRESENTED THEREBY ARE AND SHALL REMAIN
v PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, OR USED IN CONNECTION WITH ANY
WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
SIXTH FLR
PLAN
SIXTH FLOOR PLAN
A2.6 SCALE: 1/41' = 1' -0" A2.6
0 Approved by the
Design Review Board
TOWN OF VA 1 L By Warren Campbell at 9:03 am, Jan 30, 2015
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PRICING 10.1 7.14
ISSUED FOR: DATE:
THESE DRAWINGS AND SPECIFICATIONS AND THE
A A IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN
v PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, OR USED IN CONNECTION WITH ANY
WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
SEVENTH FLR
AND ROOF
PLAN
1 SEVENTH FLOOR /ROOF PLAN
A2.7 SCALE: 1/41' = 1' -0" A2.7
Approved by the
Design Review Board
TOWN Of CIA { L By Warren Campbell at 9:03 am, Jan 30, 2015
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EXISTING NEW DECK /EX�ENSION
W A4
(E) ROOF RIDGE dk
EL. 181' -2" Q Q
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8TH FLOOR Q Q
EL. 169' -11" I~�
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7TH FLOOR
EL. 160' -5" Ir
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EL. 150' -1 1 " Ir
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5TH FLOOR w F
EL. 141' -5" Z
4TH FLOOR
EL. 131' -11"
3RD FLOOR
EL. 121' -3" PRICING 10.1 7.14
ISSUED FOR: DATE:
IF- 1��l
/ \ 2ND FLOOR
EL. 1 1U-31/2" 7
it THESE DRAWINGS AND SPECIFICATIONS AND THE
IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN
PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, OR USED IN CONNECTION WITH ANY
WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
\ PRECEDENCE OVER SCALED DIMENSIONS.
\ CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
\ FOR ALL DIMENSIONS AND CONDITIONS ON THE
\ JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
\ VARIATIONS FROM THE DIMENSIONS AND
Lk
CONDITIONS SHOWN BY THESE DRAWINGS.
ii L-- L-71 1 \j iL=]=--, ELEVATION -
SOUTH
1ST FLOOR A,\
EL. 100' -0"
2 PROPOSED SOUTH ELEVATION
A3 SCALE: 1/4" = P -0"
A3.0
Approved by the
Design Review Board
TOWN OF VJA i L By Warren Campbell at 9:03 am, Jan 30, 2015
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(E) ROOF RIDGE Q
EL. 189' -2"
ROOF RIDGE
EL. 184' -9" (V.I.F.) w W
(E) ROOF RIDGE
EL. 181' -2"
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(E) ROOF RIDGE
EL. 175' -3"
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EL. 169' -11"
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7TH FLOOR
EL. 160' -5" l I
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NEW DOWNSPOUT,
MATCH EXISTING ll^
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NEW BALCONY STRUCTURE: ADD
STEEL FRAME 4 GYP. BD WRAP
(2 LAYERS 5 /8" TYPE "X ") FOR
00
MIN.2HR FIRE RATING AROUND
6TH FLOOR STRUCTURAL BEAMS - SEE CAA MIN -M I fiffi
EL. 150' -11" 2-
FILE BM 20 FOR DETAIL
PILASTERS: STEEL PER
STRUCTURAL WRAPPED W13
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LAYERS 5 /8" TYPE "X" GYP BOARD
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(SEE GA FILE CM 2020). STUCCO.
NEW RAILING, U w z
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5TH FLOOR OPENINGS @ EXISTING
EL. 141' -5" BALCONY WING WALL
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BALCONY FASCIA $
RAILING TO MATCH
COLOR, DIMENSION AND
PROFILE OF EXISTING 11 Hill /111 11 11 11 Hill /111
DECK /BALCONIES ® \ /
SOUTH FACADE \ /
4TH FLOOR
EL. 131' -11"
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PRICING 10.17.14
ISSUED FOR: DATE:
3RD FLOOR [U\ L A\ Ll
EL. 121'-3"
Hill
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THESE DRAWINGS AND SPECIFICATIONS AND THE
IDEAS, DESIGNS AND ARRANGEMENTS
2ND FLOOR — REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE AR EDT DISCLOSED T
THEREOF SHALL BE COP O
EL. 110'-31/2" OTHERS, OR USED IN CONNECTION WITH ANY
L — — — — — — — — — — — — — — — — — WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
/ \ ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
/ \ DIMENSIONS ON THESE DRAWINGS SHALL HAVE
/ \ PRECEDENCE OVER SCALED DIMENSIONS.
/ \ CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
/ \ FOR ALL DIMENSIONS AND CONDITIONS ON THE
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
\ / CONDITIONS SHOWN BY THESE DRAWINGS.
1 ST FLOOR \ /
EL. ELEVATION -
EAST
1 EAST ELEVATION
Approved by the
A3.1 SCALE: 1/8" = 1' -0" Design Review Board
TOWN OF VAIL "` By Warren Campbell at 9:03 am, Jan 30, 2015
A3. 1
/
/
/
ROOF DRA N, HEAT
TRACE DOMSF'OUT, T1°f=.
`'
e i 40 5ki
TAFEED R I O) INSULATION
STUGGO FIN SH = 1�ATGH
EXIST NO S STE�i AND
RATED ASSEl� 5L�° OF
AD�AGENT EXTERIOR V�ALLS
6 IIX 12 II OLU =LAM SEAM
EXTENTION 5E "rON[�)
TE3E STEEL A L NO, 1�AT�H
FIN SH OF EXISTING
RAILINGS
CONCRETE TOFF N0 OVER
D A N 1�AT � ,I ATERF OOF
1�EE , 5RANE. SLOFE TOFF NIO
SLAE3 TO EDGE OF DES
/all /FOOT, T'rF.
411X4" TS NEl�EL FOSTS
AELDED TO ANGLE
4 TUE3E STEEL
5 "X� " TU5E STEEL
K DE FLANGE 5EA1� RE:
C,O1� FOS I TE DEC<
ASSEM5L� RE: STRUCTURE
I21I OLU =LA1� SEA
T�NTION B��ON�
TAFE ED RI00 INSULATION
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EXTENTION 5E�OND
EXIST NO ENCLOSES 7TH
FLfR 5U�F =OUT, DE1�O $
REFXR UNDE S E OF
5U1�F =OUT 5E FLUSH W TIC
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PRICING 10.17.14
ISSUED FOR: DATE:
THESE DRAWINGS AND SPECIFICATIONS AND THE
IDEAS, DESIGNS AND ARRANGEMENTS
REPRESENTED THEREBY ARE AND SHALL REMAIN
PROPERTY OF THE ARCHITECT, AND NO PART
THEREOF SHALL BE COPIED, DISCLOSED TO
OTHERS, OR USED IN CONNECTION WITH ANY
WORK OR PROJECT FOR WHICH THEY HAVE BEEN
PREPARED WITHOUT THE WRITTEN CONSENT OF
THE ARCHITECT. VISUAL CONTACT WITH THESE
DRAWINGS OR SPECIFICATIONS SHALL
CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN
DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE
JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
SECTIONS
AND DETAILS
A4.0