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Home My WebLink AboutApproved Plans_5.pdf.: "' Plan Review Response letter #1 Mar 12, 2018 Town of Vail Building Department Christopher "CJ" Jarecki Permit# Building Department Plan Review Comments Crown Castle: Town of Vail HUB 241 E. Meadow Drive Vail, CO 81657 Building Department Review Comments l>t4l -001 g' I am writing to address the plan review comments Christopher "CJ" Jarecki dated 2/28/18. Please remove and replace sheets T1.00, A2.10, A2.20, A2.50, A3.00, A4.00, A4.10, A5.00, and M2.00 dated 12/14/17 with sheets dated PL REV COMMENTS delta #1, 03/05/18. City comments are in italics followed by the action taken. Item 1 Sheet T1.00: Revise the NEC to 2017. Sheet T1 .00 changed the NEC from 2014 to 2017 as required. ltem2 Sheet A2. 10: Add note to patch/paint walls. Sheet A2.10 added note #2 patch and paint walls to match adjacent surface. ltem3 Sheet A2.20: Clarify if wall curtain will impede sprinklers (if sprinklered). Sheet A2.20 simplex soft wall curtain not to be installed the curtain wall will impede with the existing fire sprinkler system. ltem4 Sheet A2.50: No building department comment. Sheet A2.50 simplex soft wall curtain not to be installed the curtain wall will impede with the existing fire sprinkler system. Page I 1 5935 South Zang Street Suite 280 Littleton CO 80127 O: 303.932.9974 ,, • Items Sheet A3.00: South elevation planning comment -note new AIC units paint to match (green) to match existing guardrail. Sheet A3.QO note added paint new A/C units & electrical equipment green to match existing guardrail G.C to V.l.F. (Guardrail not need per code). ltem6 Sheet A4.00: Add note for special inspections. Sheet A4.00 Special Inspections notes added below concrete notes. ltem7 Sheet'A4. 10 d~ Provide cabJe·tray enclosure . .... __.sneet A4.10 ~-~I'#~ if a enclosed cable tray detail. Items Sheet A4. 1 O detail# 6: Spray foam not allowed on type -I construction. Sheet A4.10 detail # 6 spray foam note changed to (water tight seal both ends (typ)). ltem9 Sheet A5.00: No building department comment. Sheet A5.00 detail # 3 removed. Simplex soft wall curtain not to be installed the curtain wall will impede with the existing fire sprinkler system. Item 10 Sheet M2.00: No building department comment. Sheet M2.00 simplex soft wall curtain not to be installed the curtain wall will impede with the existing fire sprinkler system. If you have any questions I comments, please call /email. Thank You, Jim Tanner CSAi 5935 South Zang Street Suite 280 Littleton CO 80127 0: 303.932.9974 F: 303.932.6561 Pagel2 .; Date: By:_ Code: en z 0 ~ z w a. I Iii z 0 (.) z w (!) t-~ w (!) er u. w a: ~ w ~ I PHOTO SIMULATION PROJECT DESCRIPTION • REMOVE SPLIT SYSTEM NC UNITS CROWN CASTLE • INSTALL NEW SPLIT SYSTEM NC UNITS ALONG WITH NEW ELECTRICAL EQUIPMENT PROJECT TEAM TOWN OF VAIL RON BRADEN PHONE: 970.904.5798 CLIENT NEWPATH NETWORKS, LLC ERIN SIMON 116 INVERNESS DRIVE EAST SUITE280 ENGLEWOOD. CO 80112 PHONE: 720.450.3011 ARCHITECT CSAi CHARLES STECKL Y .AIA 5935 S. ZANG STREET SUITE280 LITTLETON. CO 80127 CELL: 303.210.8972 OFFICE: 303.932.9974 ELECTRICAL VERN WILLSON P.E. WILLSON ELECT. CONSULTING INC. 3083 WHITE OAK ST. HIGHLANDS RANCH, CO 80129 PHONE: 303.883.2208 SITE NAME: TOWN OF VAIL HUB PROJECT NEW A/C UNITS SITEADDRESS: 241 E. MEADOW DRIVE VAIL, CO 81657 VICINITY MAP ~~-ti~~~~.::::::::;;;;; __ _ -5> \T-70) 85 MILES S. FRONTAGE RD ~ ~ NOTTO SCALE DIRECTIONS FROM DENVER SITE----. E. MEADOW DR. • N • 1-70 WEST TOWARD GRAND JUNCTION. EXIT 176 TURN LEFT, GO TO TRAFFIC CIRCLE (85 MILES) • TURN RIGHT ONTO E. FRONTAGE RD. (0.4 MILE) • TURN RIGHT AFTER VILLAGE CENTER DRIVE INTO PARKING GARAGE. • SITE JS WITHIN PARKING STRUCTURE. PROJECT DATA JURISDICTION APN ZONING DESIGNATION EXISTING BUILDING OCCUPANCY GROUP CONSTRUCTION TYPE FULLY SPRINKLERED NO. STORIES AD.A COMPLIANCE TOWN OF VAIL 210108227002 NOT DESIGNATED S-2 1-B FULLY SPRINKLED 3 WI ROOFTOP PARKING THIS FACILITY JS UNMANNED AND NOT FOR HUMAN HABITATION DRAWING INDEX SHEET DESCRIPTION T1 .00 TITLE SHEET G1 .00 GENERAL NOTES A 1.00 SITE PLAN A2.00 A2.01 A2.02 A2.10 A2.20 A2.30 A2.40 A2.50 ENLARGE LEVEL 4 FLOOR PLAN ENLARGE LEVEL 3 FLOOR PLAN ENLARGE LEVEL 2 FLOOR PLAN DEMO ENLARGE LEVEL 1 FLOOR PLAN NEW ENLARGE LEVEL 1 FLOOR PLAN DEMO ENLARGE MEZZANINE LEVEL FLOOR PLAN NEW MEZZANINE LEVEL FLOOR PLAN NEW ENLARGE LEVEL 1 RCP A3.00 ENLARGE ELEVATION & SECTION M.00 FOUNDATION PLAN & NOTES M.10 M.20 A5.00 DETAILS FIRESTOPPJNG DETAIL HOT AISLE CONTAINMENT DETAILS M1 .00 MECHANCIAL NOTES M2.00 MECHANCIAL PLANS M2.10 MEZZANINE MECH. PLAN M3.00 MECHANCIAL SCHEDULES E1 .00 ELECTRICAL NOTES & SYMBOLS E2.00 ELECTRICAL PLANS E6.00 PANEL SCHEDULES E7.00 ONE LINE DJAGRAME CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE ~rntED tf~Rslf ~1018 Town of Vail A 9/15117 CONCEPT JT B 10111/17 CDREV1EW90% JT c 10/18117 DESIGN REVIEW JT D 11/13117 D.R.B. COMMENTS JT E 11/16.117 D.R.B. COMMENTS JT F 12101/17 D.R.B. COMMENTS JT 0 12114/17 CD ISSUE JT & 03/05118 PL REV COMt.ENTS JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ba ~~~~~~~-.........__ TITLE SHEET 8 ' ~ ~ T1 .00 (/) z 0 ~ f-w z w a. I f--' (/) z 0 () z w (.9 f-z ~ w (.9 a: LL. w 0: Ci: w ;,. 8 A2 1--------+-I I I I I I I I I I I I : o___. I I I I I in 1~ I I I EXISTING ROOF OVER --------------. HANG ABOVE & NEW STEEL RAILING TO ----++---~ MATCH (E) RE: 3/A5.00 NEW COVERED CABLE TRAY----!-+----~ RE: 5/A4.10 EXISTING PRE-CAST I CONCRETE WALL 34' -O" STEEL RAILING r--------1 I I I 9 \ I EXISTING MECH. ROOM LEVEL 3 RE: A2.01 ROUTE NEW POWER AND REFRIGERANT LINES DOWN TO LEVEL 2 CEILING 10 z s: 0 0 .. . . . . . . I I ~I 'DI I J~~-I EXISTING ELEVATOR CORE D I I I I I I I -----------------4-------~ NEW POWER AND REFRIGERANT LINES TO PENETRATE BELOW LEVEL 4 CONCRETE DECKING INTO LEVEL 3 CEILING ((2) 6"0 CORES & 1-1/2"0) SEAL WATER TIGHT RE: 6/A4.10 I I I I I I I :i:;~ORCIT>'° F4 1 $ I~ 1 · ~ fl [8lj cg] cg] (3) NEW 12TON NC UNITS RE: MECH. PROPOSED NEW GRADING THIS ----r AREA TO LEVEL FOR NEW CONCRETE PAD NEW GRADE TOPO@ 4'-6" ---------' BELOW (E) CONCRETE WALL EXISTING PINE TREE----------------: (3) EXISTING AIR EXHAUST AND INTAKE SHAFrs (2) 6"0 & 1-1/2"0 CONDUIT ,,__ ___ FUTURE CANTINA AREA ~-------(1) NEW PANEL, (1) DISCONNECT SWITCH, (1) GFCI OUTLET ATTACHED TO H-FRAME RE: ELEC. EXISTING PINE TREE'S NOTES: 1. G.C. TO X-RAY PRIOR TO CUTTING/DRILLING THRU CONCRETE WALL'S AND FLOOR'S. 2. G.C. TO AVOID ANY STRUCTURAL STEEL IN s: 0 a. 1/8" = 1'-0" II ~ .A•A ~ ~~ / ;~~g,';~6;;~'~~:~g~i~g·"0R<CW ~I 1-SITE PLAN A B c D E F 0 & CROWN ~CASTLE NEWPATH NETWORKS. LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 CONSULTANT 9115117 CONCEPT 10111117 CD REVIEW 90% 10118117 DESIGN REVIEW 11113117 D.R.B. COMMENTS 11116117 D.R.B. COMMENTS 12101117 D.R.B. COMMENTS 12114117 CD ISSUE 03105118 Pl REV COMMENTS JT JT JT JT JT JT JT JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ENLARGE LEVEL 4 FLOOR PLAN A2.00 en z 0 ~ z w ll. I ~ z 0 u z w (!) ~ w (!) a: u. w ~ w ~ ll. I I I Is) n _L_J 8 -I I @--L_-1 @!-----EXISTING ELEVATION CORE I ? ~ ~ I ~ I -~ 35' -0" A>&< '°""""°' "'ACl rnooo:qpo D D 2j I --~ r LEVEL 2 PARKING_/ 1 I 33'-8" VERIZON WIRELESS EQUIPMENT SPACE D I -r--, I I L _ _J ~ I ~ -I 40'-0" CROWN CASTLE EQUIPMENT SPACE D ~ I -~ I EXISTING (3) AIR EXHAUST AND INTAKE SHAFT REMOVE EXISTING WALL MOUNT FAN COIL UNITS (TYP) -------~ A ) I ........... ..----.;l;.-----............ I I .I I 1 -DEMO ENLARGE LEVEL 1 FLOOR PLAN ~ ~ ~ (!) z ti ~ .&. ~ 1. REMOVE (6) FAN COIL REFRIGERANT LINES & CONDENSATE LINES 2. PATCH AND PAINT WALLS TO MATCH ADJACENT SURFACE I D ~ 1/16" = 1'-0" CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW ORNE VAIL, CO 81657 CONSULTANT A 9/15117 CONCEPT JT B 10/11117 CDREVIEW90% JT c 10/18117 DESIGN REVIEW JT D 11/13117 D.R.B. CQMP.ENTS JT E 11/16117 D.R.B. CQMP.ENTS JT F 12/01/17 D.R.B. COMMENTS JT 0 12/14117 CD ISSUE JT .&. 03/05118 PL REV COMMENTS JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 DEMO ENLARGE LEVEL 1 FLOOR PLAN A2.10 en z 0 ~ Iii z w Cl. I ti z 0 (.) :i w (!) I-~ w (!) a: u.. w ~ w ~ I I I I I 0-~+-8 J 8 @ _L_J e -EXISTING ELEVATION CORE I EXISTING (3) AIR EXHAUST AND INTAKE SHAFT ? I ljl-~ ~ I --ft) -~ -r LEVEL, """"G __/ 1 I 35'-0" 33'-8" AT&T EQUIPMENT SPACE.I VERIZON WIRELESS EQUIPMENT SPACE A ) 1 • .,r--i?:ir-io• 1 1 J 1 1 -ENLARGE LEVEL 1 FLOOR PLAN r-1 I I L_.J ? ~ I I -ft) -~ I I 40'-0" CROWN CASTLE EQUIPMENT SPACE D ~ 1/16" = 1'-0" CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OFVAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 CONSULTANT A 9/15117 CONCEPT JT B 10/11/17 CD REVIEW 90% JT c 10/18117 DESIGN REVIEW JT D 11/13/17 D.R.B. COMMENTS JT E 11/16117 D.R.B. COMMENTS JT F 12/01/17 D.R.B. COMMENTS JT 0 12/14/17 CD ISSUE JT & 03/05118 PL REV COM\ENTS JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 NEW ENLARGE LEVEL 1 FLOOR PLAN A2.20 en z 0 ~ tu z w a. I ~ z 8 :i w (!) I-~ w (!) a:: u. ~ w ~ a. I 9 I r 10 I I 01------a---a---m-17' -4" LOW CEILING @i----I I REFRIGERANT & CONDUIT@ \ ~ B.O. EXISTING CONCRETE TEE LEVEL 2 (ABOVE) I 7'-9" A.F.F. I 6\ ~:?~.~l~TING CONCRETE '\JI"""" 10'-0-1/2' A.F.F. I I ---L--------I I JCEXISTING PRE-CAST ONCRETE COLUMN TYP) -m-I 56'-8" MEZZANINE LEVEL ABOVE I I-(4) 24"X24" NEW RETURN AIR --~ VENTS@ MEZZANINE RE: MECH. I CONDUITS ABOVE I I m -m-34' -8" I OPEN CEILING ~---+-____ B_.O_._EX~TI~~~ 9'-8 A.F.F. rri-----------@ I-11rtc I 1:1;; , · \ · j:;;; t! ii ·~11· · 1 ~ · ( · 1· r ~ · ~ A1 I -I II '.:1111 I 04 DOD~ I A A 5 ==t ii I II iii ii II NEW POWER ANDI REFRIGERANT LINES TO I. PENETRATE UP TO LEVEL 3 CEILING (APPROX 225 L.F.) RE: 2/M3.00 ' I EXISTING ELEVATOR CORE B.O. EXISTING _c_o_N_C~ 17'-5 A.F.F. A , il.---.-----.---.---rn 1 II II II II II .. h II II 1 r II/ II 11111 II /1 II 111 Ill ·r II r II II II 1 10 (3) EXISTING AIR EXHAUST AND INTAKE SHAFT'S I I 1 -ENLARGE LEVEL 1 RCP (5) 24"X24" NEW SUPPLY AIR VENTS@ MEZZANINE RE: MECH. EXISTING MEZZANINE '---NEW SUPPLY ACCESS HATCH DUCT (TYP OF 4) RE: MECH. NQIE; NEW FAN COIL UNITS TO BE MITSUBISHI MODEL#: PVFY-P48EOOB REFER TO MECH. ~ 1/16" = 1'-0" I I '-------------------' CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 CONSULTANT A 9115117 CONCEPT JT B 10/11/17 CD REVIEW 90% JT c 10/18/17 DESIGN REVIEW JT D 11/13/17 D.R.B. COMMENTS JT E 11/16/17 D.R.B. COMMENTS JT F 12101/17 O.R.B. COM\1ENTS JT 0 12/14117 CO ISSUE JT & 03/05118 PL REV COw.ENTS JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 NEW ENLARGE LEVEL 1 RCP A2.50 Cf) z 0 g w z w 0.. I t;3 z 0 0 z w (.!) 1--~ w (.!) er: Ll. w a:: (2 w 5: 0 0.. I N (o :;,. & NEW STEEL RAILING ------...j.I RE: 31A5.00 o+----,i--+----------------n-~ :;,. EXISTING CONCRETE -------11 WALL 1... N ~--------(3) NEW 12TON NC UNITS ON NEW CONCRETE PAD WI LOW AMBIENT KIT TF-('J n<ff nJ "MA" "°''°°'"" , APPROXIMATE (E) GRADE I I TO BE REMOVED , NEW ELECTRICAL EQUIPMENT ON H-FRAME RE: ELEC. ~+-----NEW CONCRETE PAD RE: A4.00 ~RE-GRADE AS REQUIRED I ~LEVEL GRADE@ H-FRAME TO NEW CONCRETE PAD ---~T~.O~ . ..,fE) CQ.NC. WALL I"\ 35' -8" 'CJ _T.O. LEVEL 4 ~ 33' -4" J J FINISH GRADE )<I ~'>'J>';·:~:; ~-c;•/c:.',,;\:::;T <i0""";1 ~ I <oJ T.O. FINISH GRADE ~ I' I' / w. ,.-·:.¥ I I I .. I I I\:·_,·.~• I I \_I I I ;r;z.:s:1 f" 31' -2" ······~········-·---. ·····-···-·· CORE THRU WALL FOR REFRIGERANT & POWER CONDUIT SEAL WATER TIGHT RE: 61A4.10 EXISTING CONCRETE DOUBLE TEE (BEYOND) 112" EXPANSION JOINT WI ~ 1" SEALANT CAP 2 -SECTION@ NEW EQUIPMENT \-'JNt:VV l<'.IVNA/1.,UNll<:> ~ ON NEW CONCRETE PAD WI LOW AMBIENT KIT N " ~---·' ' "' :;,. 1o.I ---I I LEVEL GRADE@ NEW SLAB_ 7 NEW CONCRETE PAD RE: A400 1 -ENLARGE SOUTH ELEVATION , 7'-0" REGRADE DISTANCE 8' -8" TO FACE OF (E) TREE ~ UNDERGROUND ELECTRICAL UTILITY LINE ~I NEW CONCRETE PIER FOUNDATION @ H-FRAME WI CROWN TOP FINISH ~r------NEW UNDERGROUND ELECTRICAL UTILITIES (BEYOND) RE: 11A4.10 & -~ / I I / / ~ A , H I I I ll ~ I I - - I.....-- - - --L--111 II -~L--' l ~-~ --~ ~~ ~ NOTE: PAINT NEW NC UNITS & ELECTRICAL EQUIPMENT GREEN TO MATCH EXISTING GUARDRAIL G.C. TO V.l.F. (1) NEW PANEL, SWITCH, (1) GFC (1) TRANSFORll/ EXISTING PRE-CA CONCRETE WALL (2) 6"0 CORES RE (1) DISCONNECT I OUTLET, AND ER RE: ELEC. ST BEYOND T..Q, (El CONG WALL ~ 35' -8" 614.10 T.O. LEVEL 4 ~ 33' -4" T.O. FINISH GRADE ~ 31' -2" REFRIGERANT RATE BELOW LEVEL 4 CONCRETE DECKING INTO LEVEL 3 SEAL WATER TIGHT WI SEALANT COLOR TO MATCH CONCRETE 114" = 1'-0" 114" = 1'-0" A B c D E 0 & CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 CONSULTANT 9115117 CONCEPT 10/11/17 CD REVIEW 90% 10/18/17 DESIGN REVIEW 11/13117 D.R.B. COMMENTS 11/16/17 D.R.B. COMMENTS 12101/17 D.R.B. COMMENTS 12114/17 CD ISSUE 03/05/18 PL REV COMMENTS JT JT JT JT JT JT JT JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 ENLARGE ELEVATION & SECTION A3.00 VJ z 0 ~ 1-w z w ll. I ti z 0 (.) z w (!) I-~ w (!) 12 u.. w ~ w ~ ll. I !... tt ... Jr· I ' b ' "' I ;... . 11 • 8" 14" 1'-0" 3 -CONCRETE SLAB SECTION ~ F.G. ELEV. 99'-6" e ~ 4" COMPACTED GRAVEL BASE COMPACTED SUBGRADE EXISTING SURFACE #4@12"0.C. EACH WAY • • 1. FOR SLOPED SITES MAXIMUM CROSS-SLOPE= 4:1. EXTEND TURN DOWN SLAB EDGE MIN BELOW FINISHED GRADE AS REQUIRED. 2. MAXIMUM BACKFILL SLOPE= 3:1 UNLESS NOTED OTHERWISE-SLOPE BACKFILL MINIMUM 1/4" /FT FOR 5'-0" FOR POSITNE DRAINAGE AWAY FROM SLAB FULL PERIMETER. PROVIDE DRAINAGE SWALE OR BERM AS REQUIRED TO MAINTAIN EXISTING SITE DRAINAGE PATTERNS. 1/2"0 EPOXY ANCHOR REFER MFGR RECOMMENDATION ON ANTI-VIBRATION RUBBER r----AIC UNIT ATTACHEMENT FLANGE 6" CONC. SLAB WI THICKENED EDGES (BROOM FINISH) CONT. #4 (TYP) N.T.S. i:::'= = = = = . = = - = = = . = = = -=·=:::J---f-------' 3 .0 T.O. CONC ELEV. 100'-0" 9" t:::·= = = = = . = = = = = = . = = = = =·:::::::l---f-------' 8" ~ 1. DIMENSIONS ARE APPROXIMATE, INSTALL A/C UNITS PER MANUFACTURERS PRINTED DETAILS. 18'-8" CONCRETE SLAB 2. COORDINATE STUB UP LOCATIONS W/ PRINTED A/C UNITS MANUFATURER SPECS. 2 -CONCRETE SLAB PLAN DETAIL 1/2" = 1'-0" CONCRETE NOTES 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (:1:1.5%) WITH A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 2S.DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". 5. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: REINFORCEMENT: NORMAL WEIGHT AGGREGATE: WATER: ADMIXTURES: CONTAINING ASTM C 150, TYPE I ASTMA185 ASTM C33 DRINKABLE NON-CHLORIDE 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315 . 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH ................ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER ................................................ 2 IN. #5 AND SMALLER & WWF ........................... 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL ............................................. 3/4 IN. BEAMS AND COLUMNS .............................. 1 1/2 IN. 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 EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S 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 ACl-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 BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FRAMEWORK. 18. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SAL TS, ETC. SHALL NOT BE USED. PROTECT FRESH ,&,_~THER.FOR LOAYS MINIMU SPECIAL INSPECTIONS· 1) SPECIAL INSPECTIONS AND SITE OBSERVATIONS SHALL COMPLY WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE AND TABLES 1704.3, 1704.4, 1704.5.1,1704.5.3 AS THEY APPLY. 2) CONTRACTOR SHALL COORDINATE WITH THE OWNER TO HIRE A SPECIAL INSPECTION AND TESTING AGENCY. CONTRACTOR SHALL CONTACT TESTING AND INSPECTION AGENCY AS OFTEN AS REQUIRED TO MEET THE ABOVE INSPECTION REQUIREMENTS. 3) RE: ACI 318 SECTION 5.6.2 FOR FREQUENCY OF CONCRETE TESTING ASSUMED ALLOWABLE BEARING PRESSURE OF 1,000 PSF TO BE VERIFIED IN FIELD BY GEOTECHNICAL ENGINEER SERVICE PRIOR TO CONSTRUCTION 1 -CONCRETE NOTES A B c 0 E F 0 & CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 CONSULTANT 9/15117 CONCEPT 10/11/17 CD REVIEW 90% 10/18117 DESIGN REVIEW 11113/17 O.R.B. COMl.ENTS 11116117 O.R.B. COMl.ENTS 12/01/17 O.R.B. COMMENTS 12/14117 CO ISSUE 03/05118 PL REV COMt.ENTS JT JT JT JT JT JT JT JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 FOUNDATION PLAN & NOTES A4.00 en z 0 ~ tu z w Q. I t;i z 8 :i w (!) f-~ w (!) ~ u. w ~ w ~ Q. I :i ~ 0 ;... EXTERIOR 114"0 TAPCON BLUE CONCRETE ---SCREW WI WASHER (TYP) ELASTOMERIC SEALANT TYP EA. SIDE OF PENETRATION REFRIGRANT & CONDUIT WA-WGC EXTERNAL PIPE SEAL OR SIM FINISH GRADE . 4 4 • -, 4 ·.,,. '• -.,• .. 4 : ..::1 •• _.,., .. . . 4 ' 4. -.. 4_' . <Id ,,. .. (E) PRE-CAST CONCRETE WALL •.. · ·, ~ 6 -CONDUIT THRU EXTERIOR WALL DETAIL 3/4" = 1'-0" "~ . : ., -~· -. --.'<\,. _.•.'4,. ~ '4~.' .. ;:::. ~ .: -/""""-----NEW SHEET METAL COVER ,<11 REFIGERANT LINES CLIPPED TO TRAY WI S.S. CLIPS 12" 'B-LINE' CABLE TRAY (LADDER TYPE) OR EQ. BOLTED TO TS WI (2) 112"0 THRU-BOLTS CONCRETE PAD 5 -ROOFTOP CABLE TRAY DETAIL 1112" = 1'-0" ~-----EXISTING CONCRETE TEE ----SLIP TRACK ATTACHED TO CONCRETE TEE POWDER ACTUATED FASTENER@ 24" O.C. 518" GWB TRIM ATTACHED TO NON-CONBUSTALBE BLOCKING t~ TAPEGWBCLG. TOSLIP THRACK GWB STRIP, PROVIDE J-MOULD -----6" METAL STUDS@ 16" O.C. -G.C. TO V.l.F. STUD SIZE ,>-<J.1 R-19 BATT INSULATION l 518" TYPE 'X' GYPSUM WALL BOARD SHEATHING (TYP EACH SIDE) -----#12 TEK SCREWS 2 24' O.C. _..----EXISTING WALL ~ 1. WALL FINISH TO MATCH ADJACENT WALL BELOW. 2. PAINT AND PRIMER WALL TO MATCH ADJACENT WALL BELOW. 4 -INFILL WALL SECTION 3/4" = 1'-0" 1-> N 3 -INFILL WALL DETAIL ~ 1" DEFLECTION SLIP TRACK EXISTING CONCRETE TEE NEW INFILL WALL WI METAL STUDS & 518" GWB FINISH AND PAINT TO MATCH ADJACENT WALL BELOW TOP OF EXISTING WALL 112" = 1'-0" PANEL "HA" RE: ELEC. 30A/2P DISCONNECT SWITCH RE: ELEC. 3KVA TRANSFORMER RE: ELEC. P1000 UNISTRUT (TYP) .. 1o "' b ;... CROWN TOP OF PIER 3'-4" WEATHER RESISTANT OUTLET WITH OUTDOOR COVER RE; ELEC. 2-318"0 SCHEDULE 40 PIPE, GALV. (TYP) FINISH GRADE 12"0 CONCRETE PIER 2 -H-FRAME DETAIL 112" = 1'-0" MATCH SLOPE, THICKNESS AND TYPE OF EXISTING FINISH GRADE COMPACTED BACKFILL WARNING '//,CL/ TAPE WI TRACE WIRE UNDISTURBED EARTH PVC CONDUIT FOR W''ffl;'./;'/~ ELECTRICALRE: ELEC. SAND BED----~-~: 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. 2. LOCATE All UNDERGROUND UTILITIES PRIOR TO TRENCHING/ EXCAVATION. z :ii ~ 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. REFER TO UTILITY COORDINATION I ELEC. SITE PLAN FOR EXACT LOCATION. 1 -TRENCHING DETAIL 112" = 1'-0" I i\ CROWN •...._,CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 I CONSULTANT I A 9115.117 CONCEPT JT B 10/11/17 CD REVIEW 90% JT c 10/16117 DESIGN REVIEW JT D 11113/17 D.R.B. COMMENTS JT E 11/16117 D.R.B. COMMENTS JT F 12/01/17 D.R.B. COMMENTS JT 0 12/14/17 CD ISSUE JT I & 03/05.118 PL REV CO~NTS JT 1st REVIEW TN 2nd REVIEW CS DETAILS A4.10 (/) z 0 ~ t:i z w "-I ~ (/) z 0 (,) :i w Cl f-z ~ w Cl a: LI. w 0: Ci: w ~ 0 "-NEW SUPPLY AIR DUCT WI NO GRILLE (TYP OF 4) AIR SUPPLY DIRECTION --H---__.-4 -30 SECTION VIEW EXISTING-------._ PLYWOOD FLOOR DECKING ON FLOOR JOIST EXISTING GYPSUM SHEATHING MEZZANINE EQUIPMENT ROOM 2'-0"x2'-0" BAR GRATING RETURN AIR VENT (TYP OF 4) ~---CONTINUOUS 2x2x1 /8" STEEL ANGEL ~---1/2" LAG SCREW @16"0.C. ~---ADD 2X BLOCKING AS NEEDED b :;,. NEW SUPPLY AIR DUCT W/ LOUVER GRILL (TYP OF 5) RE: MECH. ~----NEW FAN COIL UNITS RE: MECH NOTES: 1. PAINT ALL NEW STEEL MINT GREEN TO MATCH EXISTING STEEL RAILING. 2. WELD ALL STEEL CONNECTIONS Co . ; ..,. ~ ~ "' ~ ~ ~ UNISTRUT W/ TREADED ROD AND SUSPENSION CEILING HANGER DAMPER KIT REFER TO MFGR SPECS. HOT AISLE PLENUM SPACE 2'x2' STEEL BAR GRATING RETURN GRILL (TYP OF 4) RE: 5/A5.00 2"0 TOP RAIL TO MATCH EXISTING 6"x4"x1/2" STEEL PLATE 2"x1/2" STEEL PLATE (TYP) 1/4"0 STEEL ROOD CENTERED BETWEEN STEEL PLATE (TYP) ~ ~I-.....-~-VERTICAL RAILING SUPPORT@ 4'-0" o.c. 0 T.O. EXISTING CONG. WALL ~----1/4"0 STEEL ROOD CENTERED BETWEEN STEEL PLATE (TYP) ------6"x6"x1/2" PLATE -BOLT TO EXISTING CONG. WALL W/ (2) 5/8" EPOXY ANCHORS EXISTING CONCRETE WALL NEW FAN COIL UNITS RE: MECH UNISTRUT W/ THREADED ROD AND SUSPENSION CEILING HANGER W/ SPRING VIBRATION ISOLATERS REFER TO MFGR SPECS. NEW SUPPLY AIR n n DUCT W/ NO GRILLE 2 -FAN COIL EQUIPMENT ROOM SECTION 1/4" = 1'-0" I if EXISTING CONCRETE WALL PLENUM@ MEZZANINE GRATING NEW FAN COIL UNITS RE: MECH NEW FLEX DUCT CONNECTION (TYP) NEW INFILL WALL RE: 3/A4.10 -I I I UNISTRUT W/ THREADED ROD AND SUSPENSION CEILING HANGER W/ SPRING VIBRATION ISOLATERS REFER TO MFGR SPECS. , I I I NEW LOUVERED AIR GRILL RE: MECH. I • • (E) CONCRETE DECKING I 1 5 -BAR GRATING DET Al L .,,,. , , . .,. I 3 -STEEL RAILING DET Al L ,. ... ,._. I 1 -FAN co IL MEZZANINE SECTION ,,, •• , . .,. I A B c D E F 0 ,& CROWN CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL, CO 81657 CONSULTANT 9/15117 CONCEPT 10111/17 CD REVIEW 90% 10118/17 DESIGN REVIEW 11113117 D.R.B. COMMENTS 11116/17 D.R.B. COMMENTS 12101117 D.R.B. COMMENTS 12/14/17 CD ISSUE 03105118 PL REV COMMENTS JT JT JT JT JT JT JT JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET, SUITE 280 LITTLETON, COLORADO 80127 OFFICE: 303.932.9974 HOT AISLE CONTAINMENT DETAILS • en z 0 ~ 1-UJ z UJ a_ I i-.: en z 0 (..) z UJ (!) ~ ~ UJ (!) a: u. UJ a: Ci': UJ ~ a_ I I CONDUITS ABOVE~ I I I -.L---1 ( I I I I C0 1-NEW (9) PAIRS OF -----REFRIGERANT LINES TO PENETRATE UP TO LEVEL 3 (APPROX 245 L.F.~ EXISTING ELEVATOR CORE 2 -ENLARGE LEVEL 1 MECH. RCP ~~ NEW 3/4" CONDENSATE PIPE FROM ---~ EACH FC UNIT TO 1" CONDENSATE PIPE TO THIS PIPE TO MAIN DRAIN PIPE I ~CONFIRM REFRIGERANT PIPING SIZE WITH MANUFACTURER BASED ON LENGTH & SIZE OF EQUIPMENT I 7 9 L ----J EXISTING MEZZANINE ACCESS HATCH I J 10 EXISTING BUILDING ROOF -+----OVERHAND ABOVE L _____ _ 1, I I IL/ . --------+--------------------! I I 1 -SITE PLAN ~ EXISTING CONCRETE WALL A I NEW CONC""OE PAD RE' ARt" (3) NEW 12 TON AJC -------CONDENSER ATTACHED TO CONCRETE PAD -!-~4.,1.'l':Wf --_.it'jl.~, i.\:.t~~.:-· A ~!1 . ,. J I NEW (9) PAIRS OF REFRIGERANT LINES TO PENETRATE UP TO PENETRATE BELOW ;:;J LEVEL 4 CONCRETE DECKING INTO LEVEL 3 I CEILING (APPROX 245 L.F.) I D D D ~----NEW PANEL, TRANSFORMER, AND DISCONNECT SWITCH ON H-FRAME RE: ELEC. EXISTING TREE ) ~ D ~ 1/16" = 1'-0" ~ 1/8" = 1'-0" CROWN ~CASTLE NEWPATH NETWORKS, LLC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT INFORMATION SITE NAME TOWN OF VAIL HUB 241 E. MEADOW DRIVE VAIL. CO 81657 CONSULTANT VERN WILLSON P.E. 3083 WHITE OAK ST. HIGHLANDS RANCH.CO 80129 PHONE:303.883.2208 A 9/15117 CONCEPT JT B 10/11/17 CD REVIEW 90% JT c 10/18117 DESIGN REVIEW JT D 11/13117 D.R.B. COMMENTS JT E 11/16117 D.R.B. COMMENTS JT F 12/01/17 D.R.B. COMMENTS JT 0 12114/17 CD ISSUE JT & 03/05116 PL REV COMMENTS JT 1st REVIEW TN 2nd REVIEW CS 5935 SOUTH ZANG STREET. SUITE 260 LITILETON, COLORADO 80127 OFFICE: 303.932. 997 4 MECHANCIAL PLANS M2.00