HomeMy WebLinkAboutB18-0018.001 approved plans.pdf w�
oFFIGE
T . 11F; ,-,---Gr CROWN
• CASTLE
(3)NEW 12TON A/C UNITS ON NEW
CONCRETE PAD W/LOW AMBIENT KIT
NE 20000 LLC
/I` 2000 CORPORATE NETWORKS,
(E)TREE TO REMAIN UNDISTURBED
DRNE
CANONSBURG,PA 15317
RECEIVED \ EXISTING BUILDING PROJECT INFORMATION
APPROXIMATE(E)GRADE
R I TO BE REMOVED
SITE NAME
I i� (J 2U18 \
C Q NEW STEEL RAILING ' I NEW ELECTRICAL EQUIPMENT TOWN OF VAIL HUB
RE:3/A5.00 ON H-FRAME RE:ELEC. 241 E.MEADOW DRIVE
�' i T.O.(R)CONC.WALL VAIL,CO 81657
Town of Vail �o — _. — 6„ S
v EXISTING CONCRETE NEW CONCRETE PAD RE:A4.00
WALL •
�� RE-GRADE AS REQUIRED CONSULTANT •
43 EXISTING WALKWAY=LEVEL 4 .. _ _ _�_ T.O.LEVEL 4 AUtv MII Ill \-LEVEL GRADE @ H-FRAME TO 4NEW CONCRETE PAD
N - -_ 1Illi \
\ \ FINISH GRADE 43� T .FINISH GRADE I1
I—III— I 311 2" A 9/15/17 CONCEPT JT
CORE THRU WALL FOR •"`"" `''`;' I I I I=I !ET: — — (E)G� B 10/11/17 CD REVIEW 90% JT
t _ _ _ _ E C 10/18/17 DESIGN REVIEW JT
REFRIGERANT&POWER CONDUIT `:.` : ''.";`:)'` _ I —III= _
—III—IIII
SEAL WATER TIGHT RE:6/A4.10 " ' % f µ± I I III—'I_I I I- I —I —(I I(—III—_ D 11/13/17 D.R.B.COMMENTS JT
—
—1 I I�+I_ =i�M_ I I—III—I i—III—-III—III— E 11/16/17 D.R.B.COMMENTS JT
EXISTING CONCRETE _ _ F 12/01/17 D.R.B.COMMENTS JT
DOUBLE TEE(BEYOND) ® —_ _ _ —III—I 1 III=III—III=III—III=I I 0 12/14117 CD ISSUE JT
Town of Vail -III-III- I I-I I-I_I- F-=-Iii _ I-III-III-I i I--I_I-III o 03/05/18 PL REV COMMENTS JT
1/2"EXPANSION JOINT W/ I III III-III-I I-I I= ISI I=I I I, I I I117111-,4-7,111-,--- 112 04127118 CC:t JT
REVIEWED FOR CODE 1"SEALANT CAP
COMPLIANCE NEW CONCRETE PIER FOUNDATION
@ H-FRAME W/CROWN TOP FINISH
�j
Date: c " L-iai NEW UNDERGROUND ELECTRICAL
By: 4)z - - - -, 7'-0"REGRADE DISTANCE UTILITIES(BEYOND)RE:1/A4.10
Code. lc 8' 8"TO FACE OF(E)TREE11- 1st REVIEW TN 2nd REVIEW CS
2-SECTION @ NEW EQUIPMENT 1/4"=1'-0"
Q N TE:
PAINT NEW NC UNITS&ELECTRICAL
EQUIPMENT GREEN TO MATCH
EXISTING GUARDRAIL G.C.TO V.I.F. giltiEW
co
p (3)NEW 12TON NC UNITS 0
i= ON NEW CONCRETE PAD \ (1)NEW PANEL,(1)DISCONNECT
W/LOW AMBIENT KIT \\ SWITCH,(1)GFCI OUTLET,AND
Z (1) TRANSFORMER RE:ELEC. Z s a
W , 5935 SOUTH ZANG STREET,SUITE 280
EXISTING PRE-CAST LITTLETON,COLORADO 80127
e e / �'-J
CONCRETE WALL BEYOND OFFICE:303.932.9974
-
N I – /,
\ >� TQ CEJ CONC.WALL �(GD ARcy� �I,
O 11 A l I I �I� ���CHARLES fV.����►
O J STEL Y Q
_ — — — T.O.LEVEL,4_ I , * /Iil
33'-4" '7
(2)6"O CORES RE:6/4.10 f
N No00
. sae /
i _ -r,g,7
g LEVEL GRADE @ NEW SLAB-
31' ' °�C� O
O NEW CONCRETE PAD RE:A4.00NEW POWER AND REFRIGERANT
ENLARGE ELEVATION& O
LL LINES TO PENETRATE BELOW SECTION
LU UNDERGROUND ELECTRICAL LEVEL 4 CONCRETE DECKING ,
UTILITY LINE INTO LEVEL 3 SEAL WATER TIGHT
w W/SEALANT COLOR TO MATCH
aCONCRETE
I A3 . 00 ....
L
1 _ENLARGE SOUTH ELEVATION 1/4"=1'-0"
Cr CROWN
CONCRETE NOTES CAST LE
1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO NEWPATH NETWORKS,LLC
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301
® "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS";ACI 318, "BUILDING 2000 CORPORATE DRNE
CODE REQUIREMENTS FOR REINFORCED CONCRETE CANONSBURG,PA 15317
2'-0"THICK SLAB 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO
•
PROJECT INFORMATION
PLACING CONCRETE.
EXISTING SURFACE 3. CONCRETE SHALL BE NORMAL WEIGHT,6%AIR ENTRAINED(11.5%)WITH A SRE NAME
#4 @ 12"O.C. MAXIMUM 4"SLUMP,AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 TOWN OF VAIL HUB
EACH WAY PSI UNLESS OTHERWISE NOTED.
4. MAXIMUM AGGREGATE SIZE SHALL BE 1". 241 E.MEADOW DRNE
N 5. THE FOLLOWING MATERIALS SHALL BE USED: VAIL,CO 81657
•
PORTLAND CEMENT: ASTM C 150,TYPE I
•,'• +. • °a: d "� ',a - t - _ a q- • a c REINFORCEMENT: ASTM A 185 CONSULTANT
a •- 4` • NORMAL WEIGHT AGGREGATE: ASTM C 33
• - ` r [ WATER: DRINKABLE
b Q • • ° �'
4
. i 1
ADMIXTURES: NON-CHLORIDE
F. I I I I . ; ,d -.,° -.: •• _ -• - a•• ,-••c• = I I- CONTAINING
< 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
ist- • - . -a_ - ,-„:, ••=: --•o' CONT.#4(TYP) ACI 315.
1 .4 •rr .0/r s i�.��•�� a. ;�« R r v�r e, r 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED
r t t t -Y�t X34µ 4; ,,,�,•.•. �r..Ne ��•� x,,v,;p1 i •�?� f.N.;t ;:�s ,�.> UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 A 9/15/17 CONCEPT JT
*1111 .14.- WWF 6x6 B 10/11/17 CD REVIEW 90% JT
-I IWELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS
W2.0XW2.0 "B"AND ALL HOOKS SHALL BE STANDARD,UNO. C 10/18/17 DESIGN REVIEW JT
_I 1 II I
4"COMPACTED I 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR D 11/13/17 D.R.B.COMMENTS JT
GRAVEL BASE
REINFORCING STEEL UNLES$SHOWN OTHERWISE ON DRAWINGS: E 11/16/17 D.R.B.COMMENTS JT
F 12/01/17 D.R.B.COMMENTS JT
-COMPACTED SUBGRADE CONCRETE CAST AGAINST EARTH 3 IN. 0 12/14/17 CD ISSUE JT
03/05/18 PL REV COMMENTS JT
• CONCRETE EXPOSED TO EARTH OR WEATHER: 2 04/27/18 CC#1 Sr
t/6 AND LARGER 21N.
NOTES: #5 AND SMALLER&WWF 1 1/2 IN.
1 FOR SLOPED SITES MAXIMUM CROSS-SLOPE=4:1.EXTEND TURN DOWN '
SLAB EDGE MIN BELOW FINISHED GRADE AS REQUIRED. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE
2.MAXIMUM BACKFILL SLOPE=3:1 UNLESS NOTED OTHERWISE-SLOPE GROUND:
BACKFILL MINIMUM 1/4"/FT FOR 6-0"FOR POSITIVE DRAINAGE AWAY SLAB AND WALL 3/4 IN.
FROM SLAB FULL PERIMETER.PROVIDE DRAINAGE SWALE OR BERM AS BEAMS AND COLUMNS 1 1/2 IN.
REQUIRED TO MAINTAIN EXISTING SITE DRAINAGE PATTERNS.
9. A CHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,
IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
10. INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR,SHALL BE PER 1st REVIEW TN 2nd REVIEW CS
MANUFACTURES WRITTEN RECOMMENDED PROCEDURE.THE ANCHOR BOLT,DOWEL
3-CONCRETE SLAB SECTION N.T.S. OR ROD SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT
DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR
ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE.
11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.
12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
REFERENCED IN ACI-301.
13. DO NOT WELD OR TACKWELD REINFORCING STEEL.
14. ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE
SLEEVES,GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL giltia6
BE IN PLACE BEFORE START OF CONCRETE PLACEMENT.
15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE
co 100 EPDXY ANCHOR REFER NC UNIT ATTACHEMENT FLANGE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT
ZO MFGR RECOMMENDATION ON CONTINUOUSLY THROUGH JOINT.
r ANTI-VIBRATION RUBBER 24"CONC.SLAB W/ 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED.
BROOM FINISH ® 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD
w JOINTS AND OTHER PLANES OF WEAKNESS.VIBRATE THE CONCRETE TO FULLY ■ k
Z \ \ EMBED REINFORCING.DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH
LU CHUTES OR FRAMEWORK
5935 SOUTH ZANG STREET,SURE 280
b 18. DO NOT PLACE CONCRETE IN WATER,ICE,OR ON FROZEN GROUND. LITTLETON,COLORADO 80127
I Au F.G. • 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND OFFICE:303.932.9974
ELEV.99-6" SETTING PERIOD,OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT.
- - - "� \ m 20. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT,CONFORM TO
c APPLICABLE ACI CODES AND RECOMMENDATIONS.IN EITHER CASE,MATERIALS CONTAINING CHLORIDE,CALCIUM,SALTS,ETC.SHALL NOT BE USED.PROTECT FRESH � ��.el FCO RET -OM TH OR YS IMUo Q SPECIAL INSPECTIONS:
(4OAR
CHARLES N• �i,
z 1)SPECIAL INSPECTIONS AND SITE OBSERVATIONS SHALL COMPLY WITH SECTIONo z i
STECb-Y
O
LU
1704 OF THE INTERNATIONAL BUILDING CODE AND TABLES 1704.3,1704.4, * %�
C7 0 1704.5.1,1704.5.3 AS THEY APPLY. I ' )I
v 2)CONTRACTOR SHALL COORDINATE WITH THE OWNER TO HIRE A SPECIAL /l
T.O.CONC INSPECTION AND TESTING AGENCY.CONTRACTOR SHALL CONTACT TESTING AND N NO.2 SO2" +%
® \ INSPECTION AGENCY AS OFTEN AS REQUIRED TO MEET THE ABOVE INSPECTION 'P 27 2O , Q/
® ELEV.100'-0" �• • • J REQUIREMENTS. ���Q•
m 3)RE:ACI 318 SECTION 5.6.2 FOR FREQUENCY OF CONCRETE TESTING OF L+OLO
,-
\ \ �
Z
(.9
ASSUMED ALLOWABLE BEARING PRESSURE OF 1,000 FOUNDATION PLAN&
E NOTES: PSF TO BE VERIFIED IN FIELD BY GEOTECHNICAL NOTES
Lu a 1.DIMENSIONS ARE APPROXIMATE, ENGINEER SERVICE PRIOR TO CONSTRUCTION
Fe INSTALL NC UNITS PER
w MANUFACTURERS PRINTED DETAILS.
a / / / / 2.COORDINATE STUB UP LOCATIONS W/
PRINTED NC UNITS MANUFATURER A4 ■ O()
/ 18-8 CONCRETE SLAB / SPECS.
+ 2-CONCRETE SLAB PLAN DETAIL 1/2"=1'-a' 1 -CONCRETE NOTES