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HomeMy WebLinkAboutB13-0417 Plans CR1 PLANS.pdf B13 - 0417 C Yo N CROWN CASTLE CAS WF 2000 CORPORATE DRIVE CANONSBURG, PA 15317 VAIL HUB C PLANS PREPARED BY: mo&1e:3Q3.87o.2276 AARON ZIMMER office:3o3.363.8574 arch!tect aZ @ZYmR.co TY : TOWN ® F VAIL LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: It ony mistakes, o and/or discrepancies a e found to exist within the work product, the Architect shall be notified immediately. Failure to promptly OU NTY : notify the Architect ithout card, shall absolve the Archltectrfrom any E A G L E C O U N TY A chin cb city far the a sequences of each h lore. Modifications a contradictions to the plans taken without the knowledge, con ent, or recom en lotion of the Architect shall transfer all responsibility to th esparties taking said actions. COPYRIGHT©2013 Studio Z Architecture, LLC STATE : COLORADO The ru of th information s it drawn to wta su appearing herein r srod restricted to the original project site for which said information w s prepared and publication thereof is expressly limited to such u e Reuse, reproduction, or publication by any method, in whole or in part,is prohibited without the written consent of Studio Z Architecture. DESIGN TYPE : DISTRIBUTED ANTENNA SYSTEM ( DAS HUB) CONSULTANT: APPLICANT : CROWN CASTLE USA PROP . OWNER : TOWN OF VAIL R. O .W. SEAL: SITE INFORMATION VICINITY MAP APPROVALS OF C0Z PROJECT NAME: VAIL HUB CONSTRUCTION MANAGER: � qO0 A DESIGN TYPE: DISTRIBUTED ANTENNA SYSTEM (DAS) CROWN REPRESENTATIVE: JURISDICTION: TOWN OF VAIL L► LAND OWNER: zi 37 COUNTY: EAGLE COUNTY l STATE: COLORADO ZONING CODE: OCCUPANCY: ACCESSORY TO S-1 mL DRAWING INDEX OCCUPANT LOAD: 1050sf/300sf per occ. = 4 OCCUPANTS (UNMANNED) CONSTRUCTION TYPE: TYPE I-A FULLY SPRINKLED: YES SHEET A.D.A. COMPLIANCE: THIS FACILITY IS UNMANNED & NOT FOR HABITATION �� —1 @� NO SHEET TITLE ISSUE DATE: GOVERNING CODES: ALL WORK AND MATERIALS SHALL BE Il AN& S 6 N.T.S. T-1 TITLE SHEET INSTALLED IN ACCORDANCE WITH THE 2012 IBC rseasons z Fri} f�geRdF ®CT.04.2013 AND 2011 NEC CODES AS WELL AS CITY & Resort Vail � ray COUNTY TELECOMMUNICATION FACILITY REVS. SFrnn}., e A-1 LEASE AREA PLAN SITE INFORMATION: cl - APPLICANT: CROWN CASTLE USA r$�� SITE A-2 INTERIOR ELEVATION AND SECTION CROWN CASTLE PROPERTY OWNER: TOWN OF VAIL : SQ : A-3 DETAILS Q Village Narking TOWN OF VAIL HUB POWER COMPANY: HOLY CROSS E Meadow or Structure S-1 HUB MEZZANINE FRAMING PLAN TELCO COMPANY: CENTURYLINK Austria"aus S-2 CONDUIT DETAILS Heael � DAS INSTALLATION Cclub Rr Me�dbty❑r Wail's �r Sonnenalp "!; i Mountain Haus NODE: Vail Mountain E-1.0 ELECTRICAL ONE—LINE and SPECS �''©fe, _ Lodge&Spa VAIL 441 r Vail Interfaith �r4� r f E-2.0 POWER AND SYSTEM PLANS Chapel - E-0.0 ELECTRICAL ONE-LINE and NOTES Sitzmark r Sri 111 1/6 L,)dge Gore Creek Dr E-0.1 PANEL SCHEDULES E-0.2 PANEL SCHEDULES E-1.0 POWER PLAN E-1.1 POWER PLAN CONTACT INFORMATION FROM DENVER, Co: DRIVING DIRECTIONS E-2.0 LIGHTING PLAN 241 E. MEADOW DRIVE CONSTR. MNGR: FIBER ENG.: E-2.1 LIGHTING PLAN VAIL, CO 81657 CROWN CASTLE HORROCKS ENGINEERS 1. TAKE I-70 W TOWARD GRAND JCT 85.0 MI EAGLE COUNTY CONTACT: DANIEL NUESKE CONTACT: BRIAN CHRISTENSEN 2. TAKE EXIT 176 TOWARD VAIL 0.2 MI M-1 MECHANICAL PLAN PHONE: 720-355-6817 PHONE: 801-763-5207 3. TAKE THE 1ST LEFT TOWARD VAIL RD 66 FT SHEET TITLE: 4. TURN RIGHT ONTO VAIL RD 338 FT DO NOT SCALE DRAWINGS ARCHITECT: 5. AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO S FRONTAGE RD E 0.4 MI STUDIO-Z ARCHITECTURE, LLC 6. TURN RIGHT ONTO VAIL VALLEY DR 0.1 MI CONTACT: AARON ZIMMER CONTRACTOR SHALL VERIFY ALL PLANS, AND EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB PHONE: 303-870-2276 DESTINATION IS AT THE LOWER LEVEL OF THE VAIL TRANSPORTATION CENTER SITE, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE -r�-rLE SHEEN PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME ELECTRICAL ENG.: FRONT RANGE ELEC. ENGINEERING CONTACT: CARL FRETWELL UTILITY NOTIFICATION CENTER SHEET NUMBER: PHONE: 303-408-5988 TOLL FREE 1.800.227.2600 THREE WORKING DAYS BEFORE YOU DIG Toi i y: OWN (,AS F 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PLANS PREPARED BY: r1 mo6iii 3.87o.zz7G AARON ZIMMER 2 offlce:3o3.363.8574 architect EXISTING CMU WALLS ENTIRE MEZZ. AREA TO BE aZ @ZYmR.co 3g _,a SHEATHED FOR SOLID 301_01, LIMITATION OF WARRANTY AND "Oo 0e WALKING SURFACE, (RE: S1) 11 01 01 ARCHITECT'S WORK PRODUCT: at&t LEASE AREA CROWN LEASE AREA : any mistakes, °missi s and/or d=°rep-rep are foand to ex,et within the z�'—�" NEW 4'x4' ACCESS HATCH 3 '—Sli work pradact, the Aa'c,f shoo notified immediate tely.Arch promptly notify the Are of such con ditlons shall absolve the Arch ltect from any responsibility for the c sequences of such failure. Modifications o contradictions if to the plans taken without the knowledge, consent,ent, o recommendation of the Architect shall transfer all responsibility to the parties taking said actions. The us of all information be it drown o written appearing herein she be e -}. restricted to the original p ect site for which said information w cared rig; raj s prep and publication thereof is expressly limited to such use Reuse, reproduction, or • . e or in purt, is prohibited without the written is . ._ .. .: .,.. .. .. consent of Studio Z Architecture. : i: ., .•. CONSULTANT 0001 1 1 NEW 3.5"x4'h METAL STUD EXISTING CMU WALLS FRAMED PARAPET WALL \,Z(6) NEW COND. UNITS (RE: S1) LOCATED ABOVE LEASE AREA SPACE (RE:MECH) UPPER MEZZANINE SEAL: -Ni coz MECHANICAL AREA -1 1/all = 1 _011 5TE 101 � A °o zi 37 WALL—MOUNTED HOFFMAN BOX FOR CENTURYLINK TERMINATION 2 (COOR'D. LOCATION WITH �-2 NEW 4'x4' ACCESS HATCH FACILITY MANAGER) ISSUE DATE: EXISTING CONC. WALL NEW CROW LEASE AREA: 1,050sf OCT.01 .2013 EXISTING CMU WALLS SITE INFORMATION: AT&T SUB-LEASE AREA TENANT #2 SUB-LEASE EA PRIMARY CROWN AREA CROWN CASTLE 33'-S" lm'-m' 3m'-mli 70,K/ TOWN OF VAIL HUB '���'� DAS INSTALLATION RR PRIMARY POWER PANEL RRH NEW CHAINLINK III 1 35' MIN. from WALL NODE. RR SEPARATION WALLS XI ('n RRH RR WALLING CMU VAIL EXISTING 3'-(0" 13'-(0" 3'-(o ' 3'-ro' 12'-0" 3'-(0' EXISTING N cfJ EXISTING OPEN WALKWAY FILL—IN (E) DOOR FRAMING EXISTING 0 EN WALKWAY NEW 3'-6"x7'-0" DOOR WITH NEW METAL STUDS, R-13 ENLARGE EXISTING WALL 241 E. MEADOW DRIVE BATT INSUL. & DRYWALL FINISH OPENING AS NECESSARY VAIL, CO 81657 ------------------------------ ------------------------ -- F------ NEW 3'-6"x7'-0" DOOR NEW 3'-6"x7'-011" DOOR NEW 3'-6"x7'-0" DOOR EAGLE COUNTY ENLARGE EXISTING WALL IN NEW FRAMED 1 OPENING. ENLARGE EXISTING WALL OPENING AS NECESSARY OPENING AS NECESSARY SHEET TITLE: I I EXISTING OPEN WALKWAY I I I I I I OVERALL LEASE AREA 1 OVERALL SUITE PLAN m 2' 4' a' 161 SHEET NUMBER: -1 1/8,11 1� �� 5TE 101 A~ NORTH y, OWN (,AS F 2000 CORPORATE DRIVE CANONSBURG, PA 15317 (E) TWIN TEE STRUCTURE PLANS PREPARED BY: (ABOVE, TO REMAIN EXPOSED) I I EXISTING CONC. WALL-- 0 i ENTIRE MEZZ. AREA TO BE f moGr<.3Q3-870.2276 AARON ZIMMER off le:3Q3.363.8574 architect i I I SHEATHED FOR SOLID WALKING aZ @ZYmR.co NEW 3.5"x4'h METAL STUD �! SURFACE, (RE: S1) FRAMED PARAPET WALL RE: LIMITATION OF WARRANTY AND S1 ( ) I ARCHITECT'S WORK PRODUCT: PAINTED TO MATCH (E) WALL li any mistakes, omissions, and/or d-rep are fend to e iet within the work product, the Architect shall be notified immediately. Failure to promptly notify the Architect of such con di tl ans shall absolve the Arch l test from any responsibility for the co sequences of such failure. Modifications or contradictions to the plans taken without the knowledge, consent,ent, o recommendation of the Architect shall transfer all responsibility to the parties taking said actions. COPYRIGHT©2013 Studio Z Architecture, LLC The use of all information be it drawn or written appearing herein she be { restricted to the original project site for which said information was prepared Y and publication thereof is expressly limited to such u e Reuse, reproduction, or = pu bli-h-by any method, in whole or in part,is prohibited without the written A-3 — consent of Studio Z Architecture. i EXISTING OPEN WALKWAY CONSULTANT: e NOTES: EXISTING DRYWALL—FINISHED METAL STUD WALL. 1 . CEILING TO REMAIN OPEN AND EXPOSED. REMOVE WOOD WAINSCOAT, PATCH AND REPAIR 2. EXISTING SPRINKLER SYSTEM TO REMAIN. EXISTING DRYWALL. REPAINT WALL WITH EXPDXY > 3. SWAP OUT EXISTING SPRINKLER HEADS PAINT (PAINT COLOR TO BE SELECTED AND WITH HIGH TEMP. HEADS.EXISTING CONC. FLOOR, 4. ADJUST SPRINKLER HEAD LOCATIONS AS PROVIDED BY OWNER) FINISHED WITH VCT NECESSARY TO ACCOMMODATE NEW EQUIP. SEAL: C 0Z A * ZI 37 2 DETAIL SECTION 0 li 21 4' sFO�-2 ISSUE DATE: NEW 3.5"x4'h METAL STUD OCT.04.2013 FRAMED PARAPET WALL (RE: S1) SITE INFORMATION: NEW LOCATED'xPEER MECH. SPECS CROWN CASTLE NOTE: (ABO EI,N TOE REMAIN STRUCTURE EXPOSED) TOWN OF VAI L HUB AIM LOUVRES UP, NOT DOWN NEW DRYWALL FINISHED DAS INSTALLATION EXISTING CMU WALL PARAPET WALL, PAINTED EXISTING CMU WALL TO MATCH (E) WALL NODE: I I ll I II ul u U u 1 ul ul i u u 1. 1. . . .j 1. —, U Fr Fr 7 11 EXISTING CMU WALL �I I14 ICI Elk. EXISTING WALL EXISTING CMU WALL L------------------------- REMOVE (E) WOOD i i ENTIRE MEZZ. AREA TO BE WAINSCOAT, PATCH AND ----,,, i SHEATHED FOR SOLID WALKING 241 E. MEADOW DRIVE REPAIR WITH DRYWALL SURFACE, (RE: S1) VAIL, CO 81657 ----------------------- EXISTING DRYWALL FINISHED WALL ------------- PATCH, REPAIR, AND REPAINT WALL EAGLE COUNTY WITH EXPDXY PAINT SHEET TITLE: NEW 3'-6"x7'-0" DOOR NEW 3'-6"x7'-0" DOOR NEW 3'-6"x7'-0" DOOR NEW 3'-6"x7'-0" DOOR INTERIOR ELEVATION ENLARGE EXISTING WALL IN EXISTING FRAMED WALL ENLARGE EXISTING WALL ENLARGE EXISTING WALL & DETAIL SECTION OPENING AS NECESSARY OPENING AS NECESSARY OPENING AS NECESSARY SOUTH ELEVATION m 21 4I 8' SHEET NUMBER: ==0 + Ao-2 NORTH 11 1 EXTERIOR LATCH RELEASE CY i (CCASWF 3/4" ° SPRING LATCH E/8" E/S" 2000 CORPORATE DRIVE INTERIOR HATCH RELEASE 3 I/2" CANONSBURG, PA 15317 PLANS PREPARED BY: HOLD OPEN ARM HINGE ARM° ONE LAYER V GYPSUM WALLBOARD APPLIED PARALLEL TO EACH SIDE OF 3-1/2" 20 GAGE STEEL STUDS 16" O.C. WITH TYPICAL STUD 1" TYPE 5-12 DRYWALL SCREWS 12" O.C. � II ° MTL. F LASHING MTL. CURB W/ 1" RIGID INSULATION STUDS ATTACHED TO EACH SIDE OF FLOOR ' AND CEILING RUNNERS BY WELDING OR mo6i<e:3o3.870.2276 AARON ZIMMER MEZZ. DECKING o 3X3 CANT STRIP OR CRICKET WITH Y2" TYPE 5-12 PAN HEAD SCREWS. offiCe:3o3.363-857' architect ° AS REQ'D. PERIMETER OF PREPARE INTERIOR FACES FOR PAINTING. aZ @ZYmR.co CURB. LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: any mistakes, o and/or discrepancies a e found to exist within the work product, the Architect shall be notified immediately. Failure to promptly notify the Architect of such conditions shall absolve the Architect from any responsibility for the c sequences of such failure. Modifications o contradictions to the pions taken without the knowledge, consent,ent, o recommendation of the Architect shall transfer all responsibility to the parties taking said actions. COPYRIGHT©2013 Studio Z Architecture, LLC The a of all information be it drawn o written appearing herein she be restricted tc the original project site for which said information was prepared and publication thereof is expressly limited to such u Reuse, reproduction, or publication by any method, in whole or in part,is prohibited without the written consent of Studio Z Architecture. 4' x 4' CONSULTANT: RE: STRUCT. FOR FRAMED OPENING DRYWALL CEILING WRAP DRYWALL TO FACE OF JOISTS TYPICAL ROOF HATCH DETAIL NEW WALL TYPE —3 N.T.S. 11/211 1_011 (E) FINISHED WALL SEAL: C 0z A Zi 37 REMOVE (E) WALL FRAMING FOR NEW DOOR OPENING. INSERT NEW METAL STUD ^ \Q HEADER BEARING &" EA. SIDE EXISTING METAL STUD \ FRAMED WALL ASSEMBLY \ 2 E-0. ISSUE DATE: NOTE: II II II 0 \\ A-3 OCT.01 .2013 NEW LOCK HARDWARE TO BE BESTLOCK WITH Q KEYWAY. W W SITE INFORMATION: TO BE KEYED BY VAIL L HARDWAR N\OYES: CROWN CASTLE PROVIDE DOOR WITH: F LU - (1) MASTER KEY TOWN OF VAIL HUB - AN OVERHEAD HOLDER CAULK 4 SEALANT - NEOPRENE SILENCER DAS INSTALLATION ILI EA. SIDE (MIN.Y219 \ \ INSTALL NEW STEEL FRAME INTO (E) WALL NODE._ ALL DOOR HARDWARE WITH METAL SNAP-IN ANCHORS (COOR D. T' 10 TO BE STAINLESS STEEL. a CAULK 4 SEALANT, EA. SIDE WITH MANUR GUIDELINES) MTL. JAMB _ a ** SHIM AS NECESSARY ** r 1-NR. F.R. METAL DOOR / ( VAIL E) FRAMED WALL / THRESHOLD 1-HR. F.R. METAL DOOR / / 3 / A-3 / 241 E. MEADOW DRIVE IV / / VAIL, CO 81657 / 2 o EAGLE COUNTY V T E t / q SHEET TITLE: MTL. JAMB CAULK 8 SEALANT DETAILS DOOR HEAD & \\0 3 JAMB DETAIL r2i""iiiiiiiiiii'liIi� T HRESHOLD DETAIL , METAL DOOR SHEET NUMBER: 1 1/211 = 1_011 1 11-211 = 11_a)11 3/4"1 = 1 _011 Aoo3 y, OWN (,AS F 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PLANS PREPARED BY: ti c � mo6iii 3.87o.227G AARON ZIMMER off ce:303,561,58574 architect aZ @ZYmR.co LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: any mistakes, o and/or discrepancies a e found to exist within the work product, the Architect shall be notified immediately. Failure to promptly notify the Architect of such con di dons shall absolve the Architect from any responsibility for the c sequences of such failure. Modifications o contradictions to the plans taken without the knowledge, c s eat, o endation of the Architect shall transfer all responsibility to thepa'tlbd taking said actions. COPYRIGHT©2013 Studio Z Architecture, LLC The a of all information be it drawn o written appearing herein she be restricted to the original project site for which said information was prepared and publication thereof is expressly limited to such u Reuse, reproduction, or pu bl!cation by any method, in whole or in part,is prohibited without the written consent of Studio Z Architecture. CONSULTANT: (E) CONC. WALL AS" CHAINLINK SEAL: ARATION WALLS C 0� X X X X X n A Zi 37 x NEW 24Th GMU PONY WALL RUN FULL LENGTH OF CkAINLINK FENCE (E) WIFI EQUIP. NOTE. ISSUE DATE: NEW LOCK kAR[)WARE TO BE O CT.01 .2 013 0 x 'IBESTLOGK" WITH 'IQI' KEYWAY 6� TO BE KEYED BY VAIL SITE INFORMATION: II CROWN CASTLE x TOWN OF VAIL HUB DAS INSTALLATION NODE: (E) CONC. WALLS NEW 3'-0"x7'-0" DOOR IN MTL.—FR MED WALL 7 ' ASSEMBLY, RE: 4/A-3 VAIL L/7 241 E. MEADOW DRIVE VAIL, CO 81657 21'-0" g'-Ilil +i- 3'-011 EAGLE COUNTY SHEET TITLE: DETAILS CROWN LEASE AREA INSIDE: VILLAGE STRUCTURE list LEVEL TOWN SHOP SHEET NUMBER: �- 1/411 = 1 .011 Ao*4 DESIGN CRITERIA: VAIL HUB MECHANICAL SUPPORT JOB #: 1309-12 Wall bottom plate track to rim joist (parallel) (1)-#10 x 1-1/4" ® 16" o.c. through plywood Catwalk Live Load ----------------------------------- 40 psf/300 Ibs Catwalk/Floor Dead Load ------------------------------- 15 psf Stud to plate track (top and bottom) (1)-#8 x 5/8" each stud flange Seismic Design Category --------------------------- EXEMPT PER IBC 3403.4 IBC/IRC Edition ------------------------------------ 2012 Built-up studs (back-to-back) #6 x 5/8" @ 12" o.c. through webs Per IBC 3403.4, lateral load elements may remain unaltered since the alterations to the structure do not increase the demand-to-capacity ratio by more than 10%. Built-up studs (nested) #6 x 5/8" @ 12" o.c. through each flange STRUCTURAL STEEL: Top plates, laps and intersections (2)-#8 x 5/8" each flange a. Structural steel shall be detailed, fabricated and erected in accordance with the most current Box headers/beams per standard detail editions of AISC Specifications and Code of Standard Practice. b. Rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS Back-to-back headers/beams (2) rows #10 x 5/8" @ 12" o.c. C shapes shall be ASTM A500 grade B. °' Ln C. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and Plywood or OSB roof/wall/floor sheathing #10 x 1-1/2" @ 6" along edges m 't bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter - 0) O , unless noted otherwise. #10 x 1-1/2 @ 12 intermediate supports Z a 0) o d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum NOTES: V °= NEW STUDS SISTERED TO number of 3/4"4 bolts called for in Table 10-1 or combination bolts and welds in Table 10-2 1. The screws in this schedule are self-drilling low profile head screws. Z = a Q a < " of the AISC Manual (Thirteenth Edition). 2. This schedule indicates minimum fastening requirements. Where special conditions exist, use J a� EXSTG. STUDS @ 16 O.C. w/ o g q p (2)-#6 SCREWS @ 12" O.C. e. Bolts used in structural steel framing shall be the break-off, torque-indicating type, or special the specified fasteners indicated on the plans and details. c inspection shall be provided as required by the building inspector. 'rn » Z c f. Expansion bolts shall be wedge type Hilti or Rawl or "Simpson , or approved equivalent with GENERAL REQUIREMENTS: 0 N the following minimum embedments: o ; Ln O 1. 1/2" diameter ---- 2 1/2" a. Structural erection and bracing: The structural drawings illustrate the completed structure 't CO 3/4" FIRE-RATED PLYWD. 2. 5/8" diameter ---- 3" with all elements in their final positions, properly supported and braced. The contractor, in m° 3. 3/4" diameter ---- 4" the proper sequence, shall provide shoring and bracing as may be required during construction 2 to achieve the final completed structure. Contact structural engineer for consultation (not in n ° > LIGHT GAUGE STEEL FRAMING: contract) as required. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do --o-------- -- -- a. All 18-gauge and lighter structural studs and joists shall be formed from steel that conforms not scale drawings. to the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield C. Construction practices: General contractor is responsible for means, methods, techniques, stress. sequences and procedures for construction of this project. Notify structural engineer of NEW JOISTS SISTERED TO b. Contractor shall provide bridging and blocking as required for stability and stiffness of the omissions or conflicts between the working drawings and existing conditions. Coordinate EXSTG. JOISTS PER PLAN final wall or floor . requirements for mechanical/electrical/plumbing penetrations through structural elements with 0 /roof assembly. C. Built-up stud posts shall consist of 18-gauge steel 1 5/8" x 3 1/2" studs per plan and shall structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods CONTACT ENGR. FOR be attached together per connection schedule. Use similar size and thickness track sections as used for construction shall be in accordance with the latest editions of the IBC/IRC. CONNECTION DURING DEMO. required for nested connection of more than two studs together. d. Details not specifically shown on the drawings shall be constructed in a manner similar to the ° d. Unless indicated as a box beam or header, headers shall consist of two C-joists placed details that are shown for like conditions. These items shall be brought to the attention of back-to-back and attached together per connection schedule. the structural engineer as soon as possible for approval. Approval shall be obtained prior to � g p 9• P PP PP P • e. Top and bottom plates shall be 18-gauge steel or thicker. Track sections placed on concrete installation. walls or slabs shall have a moisture barrier and sealer between concrete and steel, and have a e. All waterproofing and flashing is the responsibility of the architect and contractor. Oleveling bed of %" minimum non-shrink, non-metallic type grout beneath. Grout shall have a f. It is the responsibility of the contractor to contact the structural engineer at the appropriate minimum compressive strength of 2500 psi. time to perform site observation visits. Observation visits to the jobsite by the engineer are f. Brace steel joists and rafters against rollover at bearing locations with continuous track or for determination of general conformance with the construction documents and shall not be blocking and provide vertical web stiffeners where required. construed as inspection. Though ever effort is made to provide a complete and clear set of construction documents 9• 9 Y P P STEEL FRAME FASTENING SCHEDULE discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best �1 possible structure. These drawings have been prepared for the use of a qualified contractor EXSTG. STUD WALL Floor joist end to continuous rim track (1)-#10 x 1/2" top & bottom flange P 9 P P q experienced in the construction techniques and systems depicted. � O h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, ^� Wall bottom plate track to joist or blocking (1)-#10 x 1-1/4" through plywood framing, foundation and anything else that may affect the work shown on the drawings. (Perpendicular) Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. 1 SCALE: 3/4" = 1'-0" i--1 S1 56'-0" V.I.F. REINF. EXSTG 1Y2x3Y2 JOISTS w/ CONTACT ENGR. HSS 3Y2x3Y2x3/6 UNDER EA. SIDE OF TRANSFORMER 1%x3Y2 18 GA. JOISTS ® 16" O.C. DURING DEMO, FOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ADD BLKG. © MID-SPAN, TYP. (1- Ibs MAX.) - - - - - Y4%9%0'-9 ST. h' w/ (2)-%"4x4" EXP. ANCH.'s ❑ o, �� - - - - - - - - - - - - HSS 3Y2x3Y2x3/,s 23/4» Y2 23/4„ • � I I I I designed by TDH 4 A drawn by CLR - - - - - - - - - - - - - - - -� - - - - - - -7inc �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - checked by TDH issued (2)-15/8x7Y4x18ga. PERMIT 9/20/13 C-JOIST HEADER SISTER 8 -0 5/$x3Y2x18 ga.) TO EXSTG. 1Y2x3Y2 1 INDICATES MECHANICAL OG' OG' OG' OG' (BELOW JOISTS), TYP. EXSTG. STUDS FOR NEW 4 -0 PARAPET LT. GA. STL. UNIT LOCATION (BY ��J ��J�`J �`J REVISED 9/30/13 STUDS @ 16" i i i i REVISED 10/02/13 WALL (PER 1/S1). PROVIDE DBL. STUDS O.C. OTHERS) [165 lb. �q1 �q1 art EA. SIDE OF PARAPET DOOR OPNG & EA. S1 DESIGN LOAD] SIDE OF VENT OPNG.'s TYP. NORTH MECHANICAL FLOOR FRAMING PLAN SCALE: 1 4" = 1 '- 0" PLAN NOTES FOR NEW FRAMING: sheet 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ -�S A®,. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. S1 3. NEW FLOOR SHEATHING IS 3/4" FIRE-RATED PLYWOOD. 4. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). 10/02/2013 JOB #1309-12 � � 12 L5 14 15 16 11 12 13 1 15 16 HOLES MAY BE CUT IN HOLES MAY BE CUT IN WALL ABOVE LEVEL FLOOR— ROVIDE 12" 3 FRAMING—(2)-6"0 & (1)-4"0. PROVIDE SPACING (MATCH SIZES Cs� GRID ' B") 12 SPACING BTWN. HOLES. CONTACT ENGR — � — �_ — sue — sue — sue — s— --F—L-- --F —_—n_ — � — s L — sL — �J� �L r _ — — sz — n — sue — — — �z — su� 11 IL T11 I��1l-I�l f�l�l �T-1-f -1�1�1F �i I -I�f IT�I Tf 1 ill 11-1 11 [Fl)( ��1 Irl11F�l « fI�f I>-I�1� 11�11�� II II VIII II II VIII II I II II VIII VIII VIII VIII VIII II [ II VIII VIII II II III �Xi ;l II VIII II II II II II II II II II II VIII II 2' � � da0) 't IF � ° EXS�G. EXP NSIGN � � x JOIN TYP. Q a 1 I INDICATES A PROx. I I I I I I I I V CONDUIT LIN� I z ° LOCA ION FO EXSTG. CONC. DO N BLE o N ELECTRICAL ( FLOW) TENS 1 I I I I I cO J �G 0 0 -W W B YCa- > STG. I VERTE L EXSTG. INVE TED NG. B CON BM. I I I , II II II II II II II II II II II II II IL II I II II II II II II II II II II II II II I - 1 II II II II II II II II II II II II II II II II II II II II II II - I II II I II II II II II II II II � -1 - 1 0 II II II 1 II I II II 1 II II II II II II I II II II II II II II II II II II II II II 1 II II II II II II II II I II II II II II II II II II II I II II I II II I II II II II I II II I II II II II II II I II II � 2nON '11 (2)-6"0 & (1)— 4"O HOLES 9 I I I I CORE—DRILLED IN CONC. WALL. HOLES MAY BE I CONTACT ENGR. FOR EXACT LO xSTG. Go C. p CUI IN COt�JC. I I I PRIOR TO CUTTING TO AVOID R DoLLE T Es I WA L—PRO IDE 12' ® � Lt SP CING ( ATCH S I Z S@ G I D "B' WWI II II III II II II II [ II VIII II [ II II [ II 1111111 II III 11111 11111 II II VIII 111=�'[ II II II II II VIII II II II II II II II II II II II II VIII II II VIII II [ II II II II II II [�1-�' � II II IL ILL 11 11 LILWI �L -L ill-]L - _II -L� =11��11 1 - � L 11 11- 11 L LA 1 1L- f1l IL A-L 11 � 11 A J XL 11 1 11 I - -_IzL�- - IL1 1L--E zJJ�ll�,s ALL 11 - 11 1� � = _ = � ,� 2,� ,szs - -,sv - - - - - - - - - - - - - - - - - - - - I I L2r 1 � � .� Lr L5r L6r 11 , 12 13 14 15 16 VAIL TRANSPORTATION VAIL TRANSPORTATION NORTH NORTH SECOND LEVEL FRAMING PLAN SCALE: 1 /16" = 1 '- 0" THIRD LEVEL FRAMING PLAN SCALE: 1 /16" = 1 '-0" designed by TDH drawn by CLR checked by TDH issued PERMIT 9/20/13 REVISED 9/30/13 REVISED 10/04/13 � p.,ut�^f sheet lk S2 .y 10/02/2013 JOB #1309-12 0 N TYPICAL 8'0" CEILING C EO 00 ♦I/ I O El (D � N }+ U M O LC) O U o0 N O U) QO (n (n C d- MAIN CIRCUIT BREAKER & BONDING JUMPER r--r'1 BRANCH CIRCUIT BREAKERS G ELECTRICAL LEGEND ® O) O Q O MAXIMUM MOUNTING HEIGHT (#3/0 CU G)3/4"C (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) O N , O IS 79", MINIMUM IS 18". � � d• #6 TO TELEPHONE/TV O RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS ap Q-I WALL MOUNTED LIGHT FIXTURE N LL $DO � ' (d U CONCRETE- ENCASED AFF ABOVE FINISHED FLOOR i Cn AC ABOVE COUNTER L (D RECESSED FLUOR.LIGHT FIXTURE AFG ABOVE FINISHED GRADE V .� ELECTRODE Aa AHJ AUTHORITY HAVING JURISDICTION J V ® > AL -ALUMINUM — Q 06 � Aa SURFACE FLUOR.LIGHT FIXTURE N U � FIXTURE DESIGNATIONS: CU -COPPER � oS � 80 UPPER CASE-FIXTURE TYPE EC ELECTRICAL CONTRACTOR i INCOMING GAS SERVICE PIPE LOWERCASE-SWITCH DESIGNATION EM -EMERGENCY ® C0 co GC GENERAL CONTRACTOR U LLI mod" ���0 TV ® SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP GND GROUND ELECTRICAL S P E C I F I CATIONS ,..,.. 4-+ GFI GROUND FAULT INTERRUPTER U FLUORESCENT STRIP FIXTURE MC MECHANICAL CONTRACTOR J = INCOMING WATER SERVICE ti TRACK LIGHT AS NOTED OR SCHEDULED NIC NOT IN CONTRACT LLI �_ C0 PIPE � WALL WASHER NL NIGHT LIGHT A. General Requirements _ c0 NTS NOT TO SCALE if FINISHED FLOOR POLE-MOUNTED FIXTURE PC PLUMBING CONTRACTOR a--+ REF -REFERENCE U O � WATER METER POST(BOLLARD)FIXTURE UG -UNDERGROUND 1 SCOPE: Furnish all materials and labor required to execute this work 12. SHOP DRAWINGS AND SUBMITTAL: (� U Cp 0 ® STEP LIGHT UNO UNLESS NOTED OTHERWISE as indicated on drawing and as specified, as necessary to complete the (6 t�: O s TYPICAL DEVICE UTP UNSHIELDED TWISTED PAIR A. Contractor shall submit shop drawings for engineer review and approval. }, � Q CEILING OR WALL MOUNTED EXIT LIGHT contract. Electrical work shall include, but not limited to, these major .— 0 O BUILDING STEEL ® WP -WEATHER PROOF U EMERGENCY BATTERY LIGHTS XFMR -TRANSFORMER items: O C G7 T) _ (3) 3/4"x10' DRIVEN � B. Shop drawing submittal shall include: / � pp GROUND RODS IF DUPLEX RECEPTACLE @ 18"UNLESS NOTED +18" -MOUNTING HEIGHT TO CENTERLINE U Q � MOUNTING HEIGHTS OF DEVICE AFF OR AFG A. Complete wiring system for new lighting and power as shown, 1. Lighting fixtures. L REQUIRED BY � DOUBLE DUPLEX RECEPTACLE @ 18"UNLESS NOTED including new panelboards, new conduits, new wires, new wiring 2. Panelboard(s). Q LOCAL AHJ 0' FLUSH FLOOR DUPLEX RECEPTACLE FIRE ALARM SYSTEM O devices, new control devices, etc. for a complete lighting and m NOT TO SCALE ® SPECIAL OUTLET AS NOTED �FACP FIRE ALARM CONTROL PANEL and power system. 13. CONDUIT AND WIRE: NOTES: DUPLEX RECEPTACLE HALF-SWITCHED @ 18"UNLESS NOTED ANN FIRE ALARM ANNUNCIATOR PANEL A. CONDUCTOR SIZES AND TYPES: For sizes#1/0 AWG and larger, Use 0 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX SERVICE GROUNDING DETAIL POP-UP RECEPTACLE 0 FIRE ALARM PULL STATION a. Complete feeder(s) installation as required for new copper THW or aluminum XHHW. For sizes#1 AWG and smaller, use only UNLESS NOTED OTHERWISE. ® TELE-POWER POLE ❑4 ALARM HORN OR SPEAKER electrical apparatus as shown on single line diagram and copper wire with 6 r, s insulation, types TW, THHN, or THW-stranded in 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP NO SCALE �� MULTI-OUTLET PLUG STRIP ❑Q: COMBINATION HORN/STROBE OR SPEAKER/STROBE drawings. sizes#8 and larger, solid in sizes#10 and smaller. Control wiring shall be#14, stranded. Use type THHN for wires entering or passing through fluorescent OF DOOR TRIM AND CEILING LINE. NOTE: PROVIDE#3/0 CU CONDUCTORS TO ALL GROUNDING ELECTRODES. �Q a JUNCTION Box IN FLOOR,CEILING OR IN WALL off THERMAL HEAT DETECTOR ENAC�7R %�,3. M OUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS lighting fixtures. All motors shall be wired with copper conductors only.COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL OI SMOKE/IONIZATION DETECTOR 2. Complete provision, installation and connection of lighting fixtures, n AND NOTED ON ELECTRICAL FLOOR PLANS SHALL GOVERN B TELEVISION OUTLET O P PHOTOELECTRIC SMOKE DETECTOR exit signs and lamps as specified and as shown on drawings. B. MC cable permitted per local codes. Run hard pipe from panel to localOVER.THOSE SHOWN ABOVE. junction box, and run MC cable from junction box to device.TELEPHONE BACKBOARD O H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR 3. Fire alarm system will be by electrical contractor.4. FOR CEILING HEIGHTS HIGHER THAN 7'2", INSTALL FIRE ALARM CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING I IR DUCT DETECTOR 14. ELECTRICAL DEVICES NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF 4. Complete connection of HVAC/Plumbing motor(s), water heater(s), a- OTHER.WISE INSTALL AT 6" BELOW CEILING. � CIRCUIT HOMERUN QF SPRINKLER SYSTEM FLOW SWITCH e ui ment, etc.furnish b mechanical - refer to both electrical and A. Convenience receptacles will be 20 amp, commercial grade � CONDUIT RUN BELOW FLOOR OR GRADE M+ SPRINKLER SYSTEM TAMPER SWITCH q p y decora st le. Finish er owner or architect. All dwellin unit 5. MOUNTING HEIGHTS PER IBC 2009 AND ADA CODES CONDUIT STUB-UP-CAP&MARK � STROBE and mechanical drawing for scope and work and additinal infor- receptacles to be tamper-resistant per NEC 406.11. g LIGHT SWITCH AT 46"UNLESS NOTED QD SMOKE/FIRE DAMPER CONNECTION mation. SUBSCRIPTS: B. Light switches will be 20 amp, commercial grade, 2=2-POLE SWITCH REMOTE INDICATOR LIGHT 5. Provide grounding and bonding Facilities. decora style. Finish per owner or architect. 3=3-WAY SWITCH SECURITY SYSTEM 4=4-WAY SWITCH C. Dimming switches will be a minimum of 60OW or as noted. M=MOTION-OPERATED SWITCH 6. Complete all electrical demolition as required. K=KEY-OPERATED SWITCH DC CONTACT DOOR SWITCH IN JAMB OR HINGE Provide decora style,finish per owner or architect. 1. WALL ASSEMBLY -THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY TO=THERMAL OVERLOAD SWITCH QQ INTRUSION MOTION DETECTOR AS SPECIFIED,CORRIDOR/ROOM D. All mounting heights will conform to ADA guidelines. Typical receptacle SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL P=SWITCH WITH PILOT LIGHT C OR R 7. Core drilling and patching of existing building structure required for 1 A U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND electrical work. Core drilling shall follow Building Standard procedures heights will be +18"AFF and switch heights will be +46"AFF UJ Q DIMMER SWITCH W/WATTAGE O KEY-OPERATED ACCESS SWITCH and contractor shall have written approvals from building owner prior unless noted otherwise. 3 SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: 0 PUSHBUTTON CONTROL STATION SURVEILLANCE CAMERA E. Provide GFI type receptacles at kitchens, bathrooms, PC PHOTOELECTRIC CELL to start of any work. A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED DISTRIBUTION EQUIPMENT SYMBOLS garages, exterior etc. as required by code. (D ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 TS TIME SWITCH 8. Test of entire system and work. MM) LUMBER.SPACED 16 IN. (406 MM) OC WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER. END PLATES OT THERMOSTAT AT 60"UNLESS NOTED DISCONNECT SWITCH 15. SUPPORT c AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM)WIDE BY 1-3/8 IN. (35 MM) DEEP e DIVISION 15 EQUIPMENT ­_r� FUSES 9. Operating, Maintenance and identification instructions manuals, if A. Support all electrical equipment independent of accessible ceilings as O CHANNELS SPACED MAX 24 IN. (610 MM) OC. 0 FOOD SERVICE EQUIPMENT CIRCUIT BREAKER any• required by NEC. B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM)THICK,4 FT. (122 CM)WIDE WITH SQUARE COMMUNICATION SYSTEM CURRENTTRANSFORMER 10. PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER v TRANSFORMER ORIENTATION 16. ELECTRICAL BOXES SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES ® a SPEAKER IN CEILING OR WALL tions, examinations and fees or charges necessary for execution and TYPE AND SHEET OP. DC METER completion of electrical work. A. At fire rated wall, space electrical boxes at opposite sides of the wall DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM). ❑-I VOLUME CONTROL AT 60"UNLESS NOTED ® MAGNETIC MOTOR STARTER no less than 24" horizontal distance. 0 M M MICROPHONE OUTLET IN FLOOR BOX OR WALL B. When phone, TV& power receptacles are shown on plan next to each other. � ❑n DISCONNECT SWITCH 11. REGULATIONS AND CODES: 2. THROUGH PENETRANT -ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR C CALL-IN SWITCH Locate respective receptacles next to each other on site with no more Q I� PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED A. Applicable codes: National Electric Code 2011 (D ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR.SPACE BETWEEN PIPE, CONDUIT OR © PROGRAM BELL pp ( ) than 1"separating cover plates. SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT)TO MAX 2 IN. (51 I INTERCOM prevailing edition and amendments thereto of the Q O MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 0 Q Conform to the revailin TRANSFORMER Town of Vail Electrical Code, pertinent NFPA publications 17. METERING Q CLOCK THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: III, GROUND and to the requirements of Federal, State or other City agencies A. EC shall coordinate whether or not meters require lever bypass with local s ` A. CONDUIT- NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM ❑A AMPLIFIER CIRCUIT BREAKER having jurisdiction. utility and provide all meters with a lever bypass when required. v 1B (OR SMALLER.)STEEL ELECTRICAL METALLIC TUBING OM MOTOR OUTLET ATS AUTOMATIC TRANSFER SWITCH 3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32, 48 AND 64 MM)THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL. � o THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING Max Pipe or Conduit F Rating T Rating OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED,AS SHOWN IN THE FOLLOWING TABLE. Diam in. (MM) Hr Hr THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE 1 (25) 1 or 2 0+, 1 or 2 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, IT PANEL O AS TABULATED TO THE LEFT. 1 C25) 3 or 4 3 or 4 PROJECT:VAIL PARKING IT RM ENGINEER: CTL 4 (102) 1 or 2 0 3M COMPANY- CP 25WB+ CAULK OR FB-3000 WT SEALANT, PROJECT#: 13081 VOLTAGE: 120/208V, 3P,4W MOUNTING: SURFACE MAINS: 600A MCB 6 (152) 3 or 4 0 BEARING THE UL CLASSIFICATION MARKING TYPE: SQR-D AIC: SEE ONE-LINE 12 (305) 1 or 2 0 PHASE PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION _ PENETRATIONTHROUGH A FIRE-RATED WALL CARRIER#1 PANEL(FUTURE 11667 250 3 1 2 2 40 2750 A/C UNIT Q NOT TO SCALE 11667 3 4 2750 " 11667 5 6 2 40 2750 A/C UNIT CARRIER#2 PANEL(FUTURE) 11667 250 3 7 8 1 12750 " 11667 9 10 2 40 2750 A/C UNIT 11667 11 12 2750 CARRIER#3 PANEL(FUTURE) 11667 250 3 13 14 2 40 2750 A/C UNIT 11667 15 16 2750 11 AEC PROJECT #: 13081 11667 17 118 2 40 1 2750 A/C UNIT LOCATE METER AT SPACE 0 19 20 12750 11 DATE: ISSUE: EXTERIOR, COORDINATE SPACE 0 21 22 2 40 2750 A/C UNIT LOCATION WITH HOLY PROVIDE NEW LOCKABLE SPACE 0 23 24 2750 11 08-28-13 PROGRESS CROSS AND THE TOWN OPEN 30OA3P 480V PROVIDE A IT SPACE 0 25 26 1 20 500 LIGHTS PROVIDE NEW 30OA3P OF VAIL. DISCONNECT. LOCATE MINIMUM SPACE 0 27 28 0 SPACE - - PERMIT DISCONNECT FOR IT ADJACENT TO NEW 225KW SIZE PANEL PANEL. TRANSFORMER. 480/277-208/120 SPACE 0 29 30 0 SPACE (4#500MCM AL, 1#2ALG)4"C TRANSFORMER SPACE 0 31 32 0 SPACE M 600/3 SPACE 0 33 34 0 SPACE 19,400AIC 18,500AIC 12,400AIC SPACE 0 35 36 0 SPACE SPACE 0 37 38 0 SPACE (4#500MCM AL, 1#2ALG)4"C [2[r((4#500MCM AL, 1#2/OALG)4"C] SPACE 0 39 40 0 SPACE Drawn By: Checked By: I I 11,000AIC SPACE 0 41 42 0 SPACE CTL SOH LOAD CALCULATION SUMMARY CALCULATED POWER FACTOR: ELECTRICAL I (4#500MCM AL, 1#2ALG)4"C 0.96 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS ONE-LINE LIGHTING/CONTINUOUS 500 1 625 2 1 PROVIDE SHUNT TRIP DISCONNECT FOR NEW IT RECEPTACLES 0 0 0 0 PANELS &MECHANICAL 33000 91 34375 95 PANEL. LOCATE SHUNT TRIP ADJACENT TO MAIN IT EQUIPMENT 105000 291 105000 291 POWER DISCONNECT. PROVIDE LABELS FOR THE TOTAL 138500 384 140000 388 SPEC S DISCONNECTS-. 'MAIN POWER DISCONNECT 1 OF 2'AND 'IT PANEL POWER DISCONNECT 2 OF 2'. ELECTRICAL ONE-LINE DIAGRAM- SCALE: NONE NO SCALE NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET REQUIREMENTS NOTED AT ONE-LINE, NOTED AS "AIC AVAILABLE". SERIES RATED COMBINATION ACCEPTABLE, SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. 1 ,00 1 of 1 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. O CV C9 v- 00 SOUTH FRONTAGE RD EAST m o co) co ■ � CU Tn a0 SHEET DETAIL NOTES . � g >0 6"- 10 NEW CENTURYTEL VAULT.-PROVIDE (2) 4" CONDUITS WITH PULL-WIRE / o o FROM THIS VAULT TO NEW LOWER LEVEL IT ROOM. COORDINATE `V L v ROUTING WITH TOWN OF VAIL. UTILITY :' TRANSFORMER �' U04 C:> ' 2 PROVIDE NEW POWER CONDUITS AND CONDUCTORS (SEE ONE-LINE) O r 06 � � O - � IN PARALLEL WITH NEW EMPTY DATA CONDUITS FROM NOTE #1 . U 0 co 00 COORDINATE ROUTING WITH TOWN OF VAIL. M 2 Lu 0 W I` U _l20 RUN CONDUIT ALONG UNDER-SIDE OF GARAGE CEILING AT 1ST LEVEL. w °' O 3 COORDINATE ALL PENETRATIONS WITH THE TOWN OF VAIL. CONDUITS III CLS a) 20 ARE APPROXIMATELY 175 LINEAR FEET, PROVIDE ADDITIONAL III : o �° t� JUNCTION BOXES ALONG CONDUIT LENGTH AS NECESSARY. O III NEW DISCONNECT, U � Q M lzt RUN CONDUIT AND CONDUCTORS FROM GARAGE CEILING DOWN TO METER AND CT. Q °° HE NEW IT ROOM. COORDINATE ALL PENETRATIONS WITH THE TOWN III x T-7 120 0 OF VAIL. LOCATE TRANSFORMER ABOVE NEW IT ROOM NEAR CEILING III O OF LOWER LEVEL. COORDINATE TRANSFORMER LOCATION WITH THE TOWN OF VAIL PRIOR TO INSTALLATION. COORDINATE MOUNTING OF III TRANSFORMER TO WALL WITH TOWN OF VAIL AND STRUCTURAL III E'8SIONA�-�04C ENGINEER. I I F 0 I NORTH �. CENTER III ATRIUM III SITE POWER PLAN III�� SCALE: 1" =20' 0" � ui (D z ry 0 LOCATE NEW PROVIDE (2) NEW 4" Q DISOCNNECT, METER CONDUITS W/PULL-WIRE AND CT AT EXTERIOR, FROM NEW CENTURYTEL Q O COORDINATE LOCATION VAULT TO NEW IT ROOM. WITH HOLY CROSS AND U THE TOWN OF VAIL. _ 4TH LEVEL T M Q I I 7 EXTERIOR O GRADE II � _j I- - - - - - - Q SEE ONE-LINE FOR j II 1 0 IIII O I IIII III IIII CONDUCTOR SIZING III 3RD LEVEL 0 = � � II Q EXISTING POWER CONDUCTORS PROVIDE NEW LOCKABLE OPEN 300A3P 480V III DISCONNECT. LOCATE ADJACENT TO NEW AEC PROJECT #: 13081 III ELECTRICAL TRANSFORMER. ROOM DIST. NEW POWER TO IT ROOM 11 EQUIPMENT AND (2)4" DATA DATE: ISSUE: CONDUITS. 11 2ND LEVEL 08-28-13 PROGRESS LL- 09-03-13 PERMIT 1 CAP (2)4" CONDUITS W/ OI PULL-WIRE IN IT ROOM. PROVIDE A MINIMUM 225KW SIZE 480/277-208/120 TRANSFORMER. IT 4 I I Drawn By: Checked By: COORDINATE VENTILATION PANEL 'I CTL SOH REQUIREMENTS AND MOUNTING. 1L //x NEW IT ROOM 1 ST LEVEL (FORMERLY SKI WERKS) POWER & ELECTRICAL DIAGRAM_ SYSTEMS NO SCALE NOTE: COORDINATE ALL CONDUIT ROUTINGS AND ELECTRICAL EQUIPMENT PLAN LOCATIONS WITH THE TOWN OF VAIL. COORDINATE METER AND CT LOCATION WITH HOLY CROSS. PROVIDE 600A3P 208V SCALE I" = 30'-0" 3PHASE MCB PANEL. 2 . 0 2 of 2 ®COPYRIGHT 2013 ARCHITECTURAL ENGINEERING CONSULTANTS, INC. GENERAL PROJECT NOTES '0 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FORA MCAS COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND 2000 CORPORATE DRIVE ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING CANONSBURG,PA 15317 JURISDICTION. PLANS PREPARED BY: 3. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS i,, , "'N SPECIFICALLY INDICATED AS EXISTING TO BE REUSED. C 4. PROVIDE COMPLETE METALLIC RACEWAY SYSTEMS AND ENCLOSURES FOR ALL ® ®.O WIRING THROUGHOUT THE EXTENT OF THE REQUIRED SYSTEM. 5. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE m06i(,303.870,227r AARON ZIMMER MADE WITH FLEXIBLE STEEL CONDUIT,3/8 INCH MINIMUM. offim3o3.363.8574 architect 6. FINAL CONNECTIONS TO MOTORS SHALL BE MADE WITH LIQUID TIGHT FLEXIBLE aZ @ZYmR.co LIMITATION OF WARRANTY AND STEEL CONDUIT, 1/2 INCH MINIMUM. ARCHITECT'S WORK PRODUCT: 7. ALL CONDUCTORS INSTALLED IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN "°"'"""°"`""'°"'W" x Fes..fly -Y a• y n"�"YyvWn =.=.,• qu�m M•W,/• Y•EMmlbn•a mbaEkl OR THHN THERMOPLASTIC 600V INSULATED COPPER CONDUCTORS.NO WIRE W%RyZZ •R- mW '°°�^°'�• wa,n.�rw �.anr�m.Few mxtia.de SMALLER THAN NO. 12 SHALL BE USED FOR LIGHTING OR POWER WIRING.WIRE NO. 8 AND LARGER SHALL BE STRANDED.ALL CONDUCTORS INSTALLED IN EXTERIOR OR COPYRIGHT©2013 Studio Z Architecture,LLC n..w.•e a ti�nnaw,a n a•.n:nne.n�F.uq���� WET LOCATIONS SHALL BE TYPE THWN 600V INSULATED COPPER CONDUCTORS. ""�'m"•'"°"""'""'"•"`� �°°°°�„„„ oe°'dn..,n0tl1e w s'e,e°1o' wa�.o�e..�s e o�.r pmewe.neu a 8. ALL NEW CIRCUIT BREAKERS FOR NEW OR EXISTING PANELBOARDS SHALL MATCH L SEAL: EXISTING BUILDING PANELBOARD MANUFACTURER AND BREAKER TYPE.THE FAULT CURRENT CALCULATION TABLE September 23,2013 CONTRACTOR SHALL PROVIDE NEW TYPE WRITTEN PANEL DIRECTORIES FOR ALL O REG NEW PANELS CHANGED. UTILITY TRANSFORMER kVA VOLTAGE AVAILABLE FAULT CURRENT 500 480 33,400 F 9. EACH SWITCH, LIGHT, RECEPTACLE AND OTHER MISCELLANEOUS DEVICE SHALL BE LOCATION(n) #of RUNS CONDUCTOR VOLTAGE L(ft) C f M F m PROVIDED WITH A GALVANIZED OR SHERARDIZED PRESSED STEEL OUTLET BOX OF 300A Main 1 500 208 30 21,391 0.39 0.72 24,036 34235 THE KNOCKOUT TYPE, OF NOT LESS THAN NO. 14 U.S. GAUGE STEEL.CONDUITS Secondary of a 225kVA Transformer with Minimum%Z=5.5% 11,364 SHALL BE KNOCKOUTS FASTENED I LOCKNUTS AND E I l IT 2 500 208 10 TS MUST ST BELEFTSEALED.THERE MUST B SUFFICIENT ROOM FOR WIRES Panel A 1 250 208 20 1 30 SEP 2013 6,483 0.11 0.90 10,195 �O AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED.BOXES Panel B 1 3/0 208 40 12,844 0.29 0.77 8,779s`S+� A1���0`� SHALL BE SECURELY AND ADEQUATELY SUPPORTED. Panel C 1 3/0 208 60 12,844 0.44 0.69 7,883 10. PROVIDE LOCAL DISCONNECT SWITCHES FOR ALL MOTORS. ISSUE DATE: NOTES: 11. NUMBERED CIRCUITS ARE FOR CONVENIENCE OF DESIGN ONLY.ACTUAL FIELD 1. All Calculations use Bussman"Point-To-Point"Method. S E P.30.201 3 CONDITIONS WILL VARY. INDICATE THE CIRCUIT NUMBER USED ON THE "AS-BUILT" 2. Variables: L=Feeder Length(LF) C=Conductor"C"Value M(n)=1 +(1+f(n)) SITE INFORMATION. DRAWINGS. f(n)=(1.73 x L x F(n-1))/(C x#of runs x Voltage)in Amperes F(n)=F(n-1)x M(n) 3. The E.C.shall report any discrepancies to the Engineer. VAI L DAS 4. Conductor lengths shall not be less than the values listed.The E.C.shall field verify conductor lengths INSTALLATION and contact engineer immediately if conductor lengths are less than the values shown. 5. Conductor Lengths listed in this table are for fault study purposes only and shall not be used for bidding or other calculations. 6. Provide Arc-Flash Hazard study and labeling for personnel and protective equipment prior to energizing equipment in accordance NODE: with NEC 110.16 and NFPA 70E. VAIL SHEET TITLE: ELECTRICAL NOTES SHEET NUMBER. E0.0 SOUTH FRONTAGE RD EAST OCROWN NEW CENTURYTEL UTILITY VAULT "NEW SFORMER 2000 CORPORATE DRIVE CANONSBURG,PA 15317 DISCONNECT, PLANS PREPARED BY: METER AND CT. T'''°'.�\ INFO ® 01310 ATRIUM CENTER (E) PARKING GARAGE 7(l AARON ZIMMER offbe.3o33�3�574 architect aZ @ZYmR.co LIMITATION OF WARRANTY AND Project ARCHITECT'S WORK PRODUCT: UTILITY North R y btd- d=W W bM. METERn PROXIMITY PLAN M -� NTS COPYRIGHT©2013 Studio Z Architecture,LLC I �°"auan a y�°u� Wwwi.s a Pm.P a PAD MOUNTED UTILITY SEAL: 300kVA TRANSFORMER 208/120V,3-PHASE,4W I O REG •�.. .•• JFeeder Schedule 600/4 2[4-500kcmil Al,#2/0 Al G,4"C] T I300/4 300/4 300S/4 4-500kcmil Al,AI 4"C 300/4 4-500kcmil Al,#2 G,4"C 34235 ST 300A/3P 250/4 4-250kcmil,#4G,3"C 4th LEVEL -p GRADE LEVEL 200/4 4-3/0,#6G,2"C �G 30 SEP 2013.: 30/4 4#10,#10G,3/4"C TO IT PANEL 3rd LEVEL `rs/QNgL�G� 3005/4 2nd LEVEL IE: CROWN FUTURE�FUTURE� -30.2013 AT&T— CASTLE SITE INFORMATION. ALL WORK IS NEW-COORDINATE WITH VAI L DAS HOLY CROSS AND TOWN OF VAIL FOR 250/2 30/3 PANEL TRANSFORMER AND METER LOCATION PANEL 25013 3014 VSS B PANEL INSTALLATION A 600/3 200/2 n C NODE: (SHUNT 200/2 200/3 TRIP ° 200/3 IT 225kVA PANEL VAIL 300/4 T 600/4 300A/3P =2/ocu 1st LEVEL SUB-GRADE PARKING i EXISTING ONE LINE DIAGRAM -� NTS SHEET TITLE: ONE LINE DIAGRAM GENERAL NOTES: 1. E.C.TO FIELD VERIFY EXISTING CONDITIONS ONE LINE 2. ALL EQUIPMENT IS NEW UNLESS NOTED. 3. FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY CO. PRIOR TO ANY ROUGH-IN. SHEET NUMBER: 4. PROVIDE NEW TVSS PER TENANT REQUIREMENTS-APPROVE O. WITH TENANT. PANEL SCHEDULE: IT October 3,2013 OCROWN BUS RATING: 600A 30,4-WIRE VOLTAGE L-L: 208 MAIN C.B.: 600A/3P or M.L.0: VOLTAGE L-G: 120 MOUNTING: Surface S.C.RMS RATING(AIC): 22,000 COMMENTS: Existing Panelboard 2000 CORPORATE DRIVE NO. AMPS POLE LOAD(VA) NEC Demand LOAD DESCRIPTION Phase LOAD DESCRIPTION NEC Demand LOAD(VA) POLE AMPS No. CANONSBURG,PA 15317 1 250 2 17500 1.00 Panel A A CU-1 and FC-1 1.00 1976 2 25 2 PLANS PREPARED BY: 3 250 2 17500 1.00 Panel A B CU-1 and FC-1 1.00 1976 2 25 4 &­,'IN 5 200 2 17500 1.00 Panel B C CU-2 and FC-2 1.00 1976 2 25 6 7 200 2 17500 1.00 Panel B A CU-2 and FC-2 1.00 1976 2 25 8 ® ® ■ C 9 200 2 17500 1.00 Panel C B CU-3 and FC-3 1.00 1976 2 25 10 �O 11 200 2 17500 1.00 Panel C C CU-3 and FC-3 1.00 1976 2 25 12 13 30 3 500 1.00 TVSS A CU-4 and FC-4 1.00 1976 2 25 14 M06&:303, 70,227(2 AARON ZIMMER 15 30 3 500 1.00 TVSS B CU-4 and FC-4 1.00 1976 2 25 16 o �e;3o33�3�57 architect 17 30 3 500 1.00 TVSS C CU-5 and FC-5 1.00 1976 2 25 18 aZ @ZYmR.co 19 Bussed Space A CU-5 and FC-5 1.00 1976 2 25 20 21 20 1 500 1.00 Power Cabinet B CU-6 and FC-6 1.00 1976 2 25 22 LIMITATION OF WARRANTY AND 23 20 1 500 1.00 Power Cabinet C CU-6 and FC-6 1.00 1976 2 25 24 ARCHITECT'S WORK PRODUCT: 25 20 1 500 1.00 Power Cabinet A Lights,EF-1,2 1.25 1400 26 Y''"Y`� "��"'m"" �M. . via Yw aa,x t rwi e. 0 "m.�.abwn rw..m�ayr nyvWR b M�<anMqu�m MAW,/alwa YaEMmlbn�a mbaEklkn. 27 20 1 500 1.00 Power Cabinet 8 bussed apace 28 w w.wm.w�anwe m.x�o.Yaa,� 29 20 1 500 1.00 Power Cabinet C Bussed Space 30 �n.�+b��a ZZ �d»�:�aY;E«Y�. 31 20 1 500 1.00 Power Cabinet A Gen Recept 1.00 180 1 20 32 COPYRIGHT©2013 Studio Z Architecture,LLC 33 20 1 500 1.00 MacroTel Cabinet B Gen Recept 1.00 180 1 20 34 35 20 1 500 1.00 MacroTel Cabinet C Gen Recept 1.00 180 1 20 36 ,q°Y,s; ;, Pm r p a e .5 o/sWeu 2 wwmY.. 37 20 1 500 1.00 MacroTel Cabinet A Bussed Space 38 39 Bussed Space B Bussed Space 40 SEAL. 41 Bussed Space C Bussed Space 42 O REG CONNECTED LOAD: CALCULATED DEMAND LOAD: �'��� �'• PHASE A(VA): 46,484 PHASE A(VA): 46,834 PHASE B(VA): 45,084 PHASE B(VA): 45,084 PHASE C(VA): 45,084 PHASE C(VA): 45,084 34235 r= TOTAL LOAD(VA): 136,652 CALCULATED DEMAND LOAD(VA): 137,002 380.29 A NOTES: �O•. 30 UP 2013.:�al� 1. Not Used. C••�.......•$�•U,`� SS�ONAL.�C� PANEL SCHEDULE: C September 23,2013 ISSUE DATE: BUS RATING: 200A 10,3-WIRE VOLTAGE L-L: 240 S E P.30.2013 MAIN C.B.: or M.L.O: 200A VOLTAGE L-G: 120 MOUNTING: Surface S.C.RMS RATING(AIC): 10,000 SITE INFORMATION: COMMENTS: New Panelboard VAIL DAS CIR I CIRCUIT BREAKER CONNECTED NEC DEMAND DESCRIPTION OF PHASE DESCRIPTION OF NEC DEMAND CONNECTED CIRCUIT BREAKER CIR NO. AMPS POLE LOAD(VA) FACTOR LOAD SERVED LOAD SERVED FACTOR LOAD(VA) POLE AMPS NO. INSTALLATION 1 20 1 180 1.00 Dedicated Recept A Bussed Space 2 3 20 1 180 1.00 Dedicated Recept B Bussed Space 4 NODE: 5 20 1 180 1.00 Dedicated Recept A Bussed Space 6 7 20 1 180 1.00 Dedicated Recept B Bussed Space 8 9 20 1 180 1.00 Dedicated Recept A Bussed Space 10 11 20 1 180 1.00 Dedicated Recept B Bussed Space 12 13 Bussed Space A Bussed Space 14 15 Bussed Space B Bussed Space 16 VAIL 17 Bussed Space A Bussed Space 18 19 Bussed Space B Bussed Space 20 21 Bussed Space A Bussed Space 22 23 Bussed Space B Bussed Space 24 25 Bussed Space A Bussed Space 26 27 Bussed Space B Bussed Space 28 29 Bussed Space A Bussed Space 30 31 Bussed Space B Bussed Space 32 33 Bussed Space A Bussed Space 34 SHEET TITLE: 35 Bussed Space B Bussed Space 36 37 Bussed Space A Bussed Space 38 39 Bussed Space B Bussed Space 4o PANEL SCHEDULES 41 Bussed Space A Bussed Space 42 PHASE A(VA): 540 PHASE A(VA): 540 PHASE B(VA): 540 PHASE B(VA): 540 TOTAL LOAD(VA): 1,080 TOTAL DEMAND LOAD(VA): 1,080 4.50 A SHEET NUMBER: NOTES: 1. Not Used. E O.2 PANEL SCHEDULE: A September 23,2013 BUS RATING: 250A 10,3-WIRE VOLTAGE L-L: 240 CROWN MAIN C.B.: or M.L.O: 250A VOLTAGE L-G: 120 1 L L MOUNTING: Surface S.C.RMS RATING(AIC): 10,000 COMMENTS: New Panelboard 2000 CORPORATE DRIVE CIR CIRCUIT BREAKER CONNECTED NEC DEMAND DESCRIPTION OF PHASE DESCRIPTION OF NEC DEMAND CONNECTED CIRCUIT BREAKER CIR CANONSBURG,PA 15317 NO, AMPS POLE LOAD(VA) FACTOR LOAD SERVED LOAD SERVED FACTOR LOAD(VA) POLE AMPS NO. 1 20 1 180 1.00 Dedicated Recept A Bussed Space 2 PLANS PREPARED BY: 3 20 1 180 1.00 Dedicated Recept 8 Bussed Space 4 7r—,'IN 5 20 1 180 1.00 Dedicated Recept A Bussed Space 6 ^ 7 20 1 180 1.00 Dedicated Recept 8 Bussed Space 8 f/� 9 20 1 180 1.00 Dedicated Recept A Bussed Space 10 11 Bussed Space 8 Bussed Space 12 13 Bussed Space A Bussed Space 14 M06i&303,870,2276 AARON ZIMMER 15 Bussed Space B Bussed Space 16 offs 3033638574 architect 17 Bussed Space A Bussed Space 18 aZ @ZYmR.co 19 Bussed Space 8 Bussed Space 20 21 Bussed Space A Bussed Space 22 LIMITATION WARRANTY AND P p ARCHITECT'S WORK PRODUCT: 23 Bussed Space 8 Bussed Space 24 M my btd-and ..•/> w•.aw W. w b M. 25 Bussed Space A Bussed Space 26 e.°w'✓.a =ly n=fty b IM,m.pi�m of�Wi/.Iwa•.EMm l a m�' 27 Bussed Space 8 Bussed Space 28 wa "1 w aa`�a.°"n%_emu m g 29 Bussed Space A Bussed Space 30 COPYRIGHT©2013 Studio Z Architecture,LLC 31 Bussed Space 8 Bussed Space 32 nn m.e a tiramwm a n a..n:.ae.n nwi.na a 33 Bussed Space A Bussed Space 34 •,,,,,,,,,,� a•„,,„•,, ,,�,,,,,�„ �,,, 35 Bussed Space 8 Bussed Space 36 37 Bussed Space A Bussed Space 38 SEAL: 39 Bussed Space 8 Bussed Space 40 41 Bussed Space A Bussed Space 42 O REG PHASE A(VA): 540 PHASE A(VA): 540 PHASE B(VA): 360 PHASE B(VA): 360 TOTAL LOAD(VA): 900 TOTAL DEMAND LOAD(VA): 900 3.75 A m NOTES: , 34235 1. Not Used. �O; 30 SEP 2013.:tea/ PANEL SCHEDULE: B September 23,2013 �QNA%. BUS RATING: 200A 10,3-WIRE VOLTAGE L-L: 240 ISSUE DATE: MAIN C.B.: or M.L.O: 200A VOLTAGE L-G: 120 S E P.30.2013 MOUNTING: Surface S.C.RMS RATING(AIC): 10,000 COMMENTS: New Panelboard SITE INFORMATION. CIR CIRCUIT BREAKER CONNECTED NEC DEMAND DESCRIPTION OF PHASE DESCRIPTION OF NEC DEMAND CONNECTED CIRCUIT BREAKER CIR VAI L DAS NO. AMPS POLE LOAD(VA) FACTOR LOAD SERVED LOAD SERVED FACTOR LOAD(VA) POLE AMPS NO. 1 20 1 180 1.00 Dedicated Recept A Bussed Space 2 INSTALLATION 3 20 1 180 1.00 Dedicated Recept B Bussed Space 4 5 20 1 180 1.00 Dedicated Recept A Bussed Space 6 NODE: 7 20 1 180 1.00 Dedicated Recept 8 Bussed Space 8 9 20 1 180 1.00 Dedicated Recept A Bussed Space 10 11 20 1 180 1.00 Dedicated Recept 8 Bussed Space 12 13 Bussed Space A Bussed Space 14 15 Bussed Space B Bussed Space 16 17 Bussed Space A Bussed Space 18 VAIL 19 Bussed Space B Bussed Space 20 21 Bussed Space A Bussed Space 22 23 Bussed Space 8 Bussed Space 24 25 Bussed Space A Bussed Space 26 27 Bussed Space 8 Bussed Space 28 29 Bussed Space A Bussed Space 30 31 Bussed Space 8 Bussed Space 32 33 Bussed Space A Bussed Space 34 SHEET TITLE: 35 Bussed Space 8 Bussed Space 36 37 Bussed Space A Bussed Space 38 39 Bussed Space 8 Bussed Space 40 PANEL SCHEDULES 41 Bussed Space A Bussed Space 42 PHASE A(VA): 540 PHASE A(VA): 540 PHASE B(VA): 540 PHASE B(VA): 540 SHEET NUMBER: TOTAL LOAD(VA): 1,080 TOTAL DEMAND LOAD(VA): 1,080 4.50 A NOTES: 1. Not Used. CROWN EQUIPMENT SCHEDULE / I L L September 23,2013 Key Equipment Equipment Load Volt 0 Branch Circuit Conduit Disconnect Panel-Circuit Comment 2000 CORPORATE DRIVE kW HP Amps Conductors Switch Fuse CANONSBURG,PA 15317 120V EXHAUST FANS EF-1,2 Exhaust Fan 0.115 120 1 2#12,#12G 3/4" Sto NA SEE PLANS 1 PLANS PREPARED BY: &­,,I\ Split Systems CU-1 Condensing Unit 19.0 MCA 208 1 2#10,#10G 3/4" 30A/3P -- SEE PLANS 2 &FC-1 2-Ton 25 MCCP WP Notes: (Apply to all equipment where applicable) moh;(e:3o3.8yo 22711 AARON ZIMMER 1. Field verify final location and electrical requirements of all equipment with provider prior to any work. offi,-„3.363.857 architect 2. Provide line voltage controls and wiring as required for proper operation.Field verify control requirements with equipment provider. aZ @ZYmR.co 3. Provide HACR breakers for all dedicated circuits serving equipment and provide local disconnecting means in accordance with NEC 430 Part IX. LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: 4. Verify integral thermal/overload protection for fractional horspower motors.Provide separate overload device where requried in accordance with NEC 430 Part 111. ” y mbtd- �° °",>db Fes..m ;r• Comments: � ��•���� m'�n.qm.Y R . it u:Im t> ' abO u:A1� wa,n.�rwi w,.e.a�.anr�m.emu.mxtia.de 1. Provide separate wall switch control located adjacent to room light switch. COPYRIGHT©2013 Studio Z Architecture,LLC 2. Indoor Unit to be powered from outdoor unit circuit,provide power and control wiring as required to each location. oe°'dn..�0'tl1e w�s'e,e°1o' wa�.o�e..�s e o�.r pmewe.neu�o°'a.1O101w�.n SEAL: POWER PLAN GENERAL NOTES: O POWER PLAN KEYED NOTES: OR G 1. PROVIDE OUTLET WITHIN 25'OF EQUIPMENT IN ACCORDANCE WITH NEC 210-63. PROVIDE WEATHERPROOF 1. IT EQUIPMENT-PROVIDE DEDICATED CIRCUIT WITH DEDICATED F GFI OUTLET ON ROOFTOPS WITHIN 25'OF ROOFTOP EQUIPMENT. GROUND AND NEUTRAL CONDUCTOR. FIELD VERIFY FINAL LOCATION, ;rn 2. FIELD VERIFY FINAL LOCATION OF ALL EQUIPMENT WITH PROVIDER PRIOR TO ROUGH-IN. MOUNTING HEIGHT, ELECTRICAL REQUIREMENTS WITH EQUIPMENT 34235 3. ALL RECEPTACLES IN BATHROOMS, KITCHENS, ROOFTOPS, OUTDOORS,AND WITHIN 6FT. OF A SINK SHALL PROVIDER PRIOR TO ROUGH-IN. 30 SEP 2013.: BE GFCI (OR SERVED BY A GFI CIRCUIT BREAKER) PER NEC 210.8(B).THE E.C. SHALL PROVIDE GFCI �•..������•.•'��'� OUTLETS(OR CIRCUIT BREAKERS) IN ALL LOCATIONS REQUIRED BY THE NEC. `SS'/ONgL�G� 4. NUMBERS NEXT TO DEVICES REFER TO CIRCUIT DESIGNATION IN TENANT PANEL UNLESS NOTED. rLSUE DATE:. 5. ALL TELE/DATA LOCATIONS SHALL INCLUDE 4"SQUARE J-BOX AND 3/4"CONDUIT TO CEILING SPACE.ALL S E P30.2013 TELEPHONE/DATA CABLE IS TO BE PLENUM RATED WIRE OR SHALL BE INSTALLED IN CONDUIT ABOVE CEILING OR IN WALLS. SITE INFORMATION: 6. PROVIDE ALL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE THE NEW WORK AS INDICATED ON THE VAIL DAS ELECTRICAL PLANS. FIELD VERIFY EXISTING CONDITIONS. PROVIDE ANY ADDITIONAL WORK NECESSARY INSTALLATION AS REQUIRED TO PRESERVE EXISTING DEVICES AND BRANCH CIRCUIT COMPONENTS TO REMAIN. REFER TO THE ARCHITECTURAL PLANS FOR DEMOLITION SCOPE OF WORK AND VISIT THE SITE PRIOR TO BID TO 30�0�0 NODE: DETERMINE THE ELECTRICAL SCOPE OF WORK REQUIRED. Fr33]f&4B B 6 0 0 0 RR 21,23 25,27 29,31 [RR RR 5 37 RRHFIOGFI/^fir 32 32 PANEL'IT' RR� \% r OCU FC CU FC CU FC 26 IT-26 ROOF (iFI 1 2 2 3 3 (OUTDOOR UNIT ON (OUTDOOR UNIT ON (OUTDOOR UNIT ON MEZZANINE ABOVE) MEZZANINE ABOVE) MEZZANINE ABOVE) IT-2,4 IT-6,8 IT-10,12 SHEET TITLE: 1 POWER PLAN m 2' 4' V 16' POWER PLAN 1/811 = 1'_SL//7111 + I SHEET NUMBER: NORTH E1 .0 CROWN (-/-Aj I L L Vy 0,,��{{�� ,,��{{�� ,,�.{1� 2000 CORPORATE DRIVE TTB 0 � -1[ TTB 0 36 CANONSBURG,PA 15317 A-3 A-5 36 O B-7 B-9 36 O C-5 C-7 0 PLANS PREPARED BY: 1 7 H 35' M IN.from WA, TTB c-s A-ffi^ C " C-10 ® ®E10 A-1 r- \ B-3 PANEL'B' B 1 X C-1 �lp FUTURE) C-11 EF \ /PANEL A >� ANE'- 0 O mo6ile:3o3.8711 711 AARON ZIMMER CU FC CU FC CU FC efb 3,33638574 of ChiteCt 5 6 6 L / aZ @ZYmR.co (OUTDOOR UNIT ON (OUTDOOR UNIT ON (OUTDOOR UNIT ON LIMITATION OF WARRANTY AND MEZZANINE ABOVE) MEZZANINE ABOVE) MEZZANINE ABOVE) ARCHITECT'S WORK PRODUCT: IT-14,16 IT-18,20 IT-22,24 "°°' =°°�°===7 m u•pm•A Mm•uc m•x••01 •'01- v r«anmra•u•n w a• wa�n.c�.nm emX a�.vu_ x•m•a_x•xna wu«um• COPYRIGHT©2013 Studio Z Architecture,LLC 8 POWER PLAN TM.•.•a��.�x.n�•..Q�n� 9x. .�x. m 2' 4' ' 116' ...�.,��.•Naxia�•,��.�..�ba �•��.,�., a p1awn m•r•M r nprW i.nn.a co•ua•r R•uw, woaw-aan.or Q '_0 a•'�n'int'•(SWdo 2•fit��a M PvL M D�OttW•Wwl M•wnNn 1 X8 11 - � I I SEAL: NORTH REC POWER PLAN GENERAL NOTES: •k •�• 1. PROVIDE OUTLET WITHIN 25'OF EQUIPMENT IN ACCORDANCE WITH NEC 210-63. PROVIDE WEATHERPROOF •' ;gym GFI OUTLET ON ROOFTOPS WITHIN 25'OF ROOFTOP EQUIPMENT. 34235 r; 2. FIELD VERIFY FINAL LOCATION OF ALL EQUIPMENT WITH PROVIDER PRIOR TO ROUGH-IN. �'; 30 SEP 2013•: 3. ALL RECEPTACLES IN BATHROOMS, KITCHENS, ROOFTOPS, OUTDOORS,AND WITHIN 6FT. OF A SINK SHALL ...... BE GFCI (OR SERVED BY A GFI CIRCUIT BREAKER) PER NEC 210.8(B).THE E.C. SHALL PROVIDE GFCI `SS'/QNgL�G� OUTLETS(OR CIRCUIT BREAKERS) IN ALL LOCATIONS REQUIRED BY THE NEC. ISSUE DATE: 4. NUMBERS NEXT TO DEVICES REFER TO CIRCUIT DESIGNATION IN TENANT PANEL UNLESS NOTED. SEP,30.2013 5. ALL TELE/DATA LOCATIONS SHALL INCLUDE 4"SQUARE J-BOX AND 314"CONDUIT TO CEILING SPACE.ALL SITE INFORMATION. TELEPHONE/DATA CABLE IS TO BE PLENUM RATED WIRE OR SHALL BE INSTALLED IN CONDUIT ABOVE CEILING OR IN WALLS. VAIL DAS 6. PROVIDE ALL DEMOLITION WORK AS REQUIRED TO ACCOMMODATE THE NEW WORK AS INDICATED ON THE INSTALLATION ELECTRICAL PLANS. FIELD VERIFY EXISTING CONDITIONS. PROVIDE ANY ADDITIONAL WORK NECESSARY AS REQUIRED TO PRESERVE EXISTING DEVICES AND BRANCH CIRCUIT COMPONENTS TO REMAIN. REFER NODE: TO THE ARCHITECTURAL PLANS FOR DEMOLITION SCOPE OF WORK AND VISIT THE SITE PRIOR TO BID TO DETERMINE THE ELECTRICAL SCOPE OF WORK REQUIRED. 0 POWER PLAN KEYED NOTES: VAIL 1. TELEPHONE BOARD LOCATION (TTB)-THE E.C. SHALL PROVIDE AND INSTALL PLYWOOD BACKBOARD, INSTALL TIGHT TO CEILING AND PAINT TO MATCH WALL. PROVIDE CONDUITS WITH PULL STRING BACK TO THE BUILDING TELEPHONE/DATA SERVICE ENTRANCE. PROVIDE DEDICATED NEMA 5-20R RECEPTACLES ON TTB AND CIRCUIT AS REQUIRED. FIELD VERIFY LOCATION, MOUNTING HEIGHT AND ORIENTATION AND ADDITIONAL REQUIREMENTS WITH TENANT. SHEET TITLE: 2. IT EQUIPMENT- PROVIDE DEDICATED CIRCUIT WITH DEDICATED GROUND AND NEUTRAL CONDUCTOR. FIELD VERIFY FINAL LOCATION, MOUNTING HEIGHT, ELECTRICAL REQUIREMENTS WITH EQUIPMENT PROVIDER PRIOR TO ROUGH-IN. POWER PLAN SHEET NUMBER: E1 . 1 OCROWN 2000 CORPORATE DRIVE ❑ ❑ ❑ ❑ Ep ❑ S CANORED BY: ,PA 15317 RR �+ PLANS PREPARED BY: S S RRH RR RRH ® [3C M❑ M❑ M❑ L/A L , L RR L IT- mnhi(e:3o3.87o.zs7( AARON ZIMMER offbe.3o33�3�57� architect aZ @ZYmR.co L LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: H anY mbtal�,unl�bnR aMI>�v�aw M m Nulq b oM Mtl1h tlu LIGHTING PLAN ,1 �a k Vmd.l tlx MNH�et rM M notlMd mmMbttl}Yalu•fo p amptlY 2' �1 �, ��� w��n.q r w�arnwi u:u�io.�i•N mu�wt>nmm��°ovum ab°u:°,� /� wa,H.v esi wml.a m.YV,vmnr�d,.YaH••mx•a.ae aeuvv E2.la 1/811 _ 1 1_ I I COPYRIGHT©2013 Studio Z Architecture,LLC V wvx"via°m n:va om°ii•vH.'O�w r>°vn '.m` °�°amvrov°`�'move NORTH �����•� �m.�w. H.m, oe°'dn.v,�0utl1e w�s'e,e°1oY wart.o�e.. s e o�.r a'veeuw.neu�o°a.1O101wiH.n LIGHTING PLAN GENERAL NOTES: SEAL: 1. CONNECT EGRESS LIGHTING FIXTURES AND EXIT SIGNS TO THE INTERNAL AREA LIGHTING CIRCUIT OR G AHEAD OF ANY SWITCH PER NEC 700-12(F) INCLUDING ANY NIGHT LIGHTS. FIXTURES SHOWN SHADED .F" ••• OR LABELED ARE EMERGENCY EGRESS(EM)WITH BATTERY PACK, NIGHT LIGHT(NL)OR BOTH (EM/NL). 2. PROVIDE OUTLET IN ACCESSIBLE LOCATION AT TENANT ENTRANCE FOR SIGN PER NEC 600-5. 34235 3. NUMBERS NEXT TO DEVICES REFER TO CIRCUIT DESIGNATION IN TENANT PANEL UNLESS NOTED. ' 4. 2x4 LIGHT FIXTURES ARE TYPE'A' UNLESS NOTED. •• 30 SEP 2013.-* 5. EXIT SIGNS TYPE'XEM'AND EGRESS LIGHTS TYPE'EM'SHALL BE NEW WITH EMERGENCY BATTERY O�cs+•'•••••••'�C��� PACK, MATCH EXISTING BUILDING STANDARD FIXTURES. S�ONALE 0 LIGHTING PLAN KEYED NOTES: ISSUE DATE: 1. WALLBOX OCCUPANCY SENSOR-PROVIDE DUAL TECHNOLOGY LEVITON OSSMT-MD OR EQUAL. S E P.30.2013 SITE INFORMATION. VAIL DAS LUMINAIRE SCHEDULE September 10,2013 INSTALLATION Label Light Fixture Description Specification Lamping Voltage Mounting Comment NODE: Interior Lighting S Strip Fluorescent Light,2-Lamp Cooper Metalux (2)F32T8 120/277 Surface or Suspended 1 SS-232-UNV-EB81 3500K/82CRI NOTES:Apply to all fixtures where applicable VAIL 1. EMERGENCY FIXTURES-All Fixtures Indicated as Emergency shall be provided with a 90-Minute Battery Pack and all Fluorescent Fixtures indicated as Emergency shall be provided with a 1300 Lumen,90-Minute Battery Pack. 2. VERIFY VOLTAGES-The E.C.shall verify voltages on drawings prior to ordering or any work,the engineer shall be notified of any discrepancies in the voltage of the circuiting on the drawings and the luminiare schedule prior to any purchase or work. 3. VERIFY LAMPING-The E.C.shall verify lamping with the manufacturer prior to ordering and notify the engineer of any lamping discrepancies. 4. PROVIDE A COMPLETE INSTALLATION-The E.C.shall provide all labor and material to provide a complete and functional system per the design intent as dictated SHEET TITLE: by the switching type and location(including dimmer switches and compatible ballasts or transformers),ceiling type and location,circuiting,voltages,and Tamping types. 5. BALLAST DISCONNECT-All electric discharge luminaires shall comply with NEC 410.130 and shall have a means of disconnect for the ballast. 6. DUAL LEVEL SWITCHING-For fixtures with more than one switch designation shown on plans provide fixtures with additional ballasts for dual level light LIGHTING PLAN control by separate switching of inboard and outboard lamps as required to conform to IECC Requirements. COMMENTS:Apply to specific fixture types as noted on schedule SHEET NUMBER. 1. WIRE CAGE-Provide fixture with wire cage suitable for protection against damage. E2.0 CROWN I L L 2000 CORPORATE DRIVE CANONSBURG,PA 15317 PLANS PREPARED BY: &­',1\ m06i(&303.870.227( AARON ZIMMER of m3o33638574 architect aZ @ZYmR.co LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: If mY mbtd�,gnnM.nR aM/>d=,W m/ulllk W s .iMYI M. Mt Vmd.l V, " t M M notlflM Imn.Eb Fa fo g fly nyaWn b tlm�<.n..qu�m MAW,/.lun.Y.EMmlbn.a mbaEklkn. W M.qw= .,M.b,.M.Ep.,.m.mt>mcvm,nEVllon a M. wa,n.�rwi ea.e.a m.Ym.wnr W M.pales Wxtia..k« .. COPYRIGHT©2013 Studio Z Architecture,LLC — �� aw puwb.uon III —1 IF oe°'•'n..,n0'tl1e w�s'e,e°1oY wa�.oMe.. s e o�.r pmewe.iMeu�o°M.1O"01win.n ',RH 35' LJ from WAL SEAL. :RH S S S S — V S S ,RH 0 REG tRH :R F_ IT-26 \ / IT-26 1 1 IT-26 fir;v 34235 SEP 2013,: 0 . �SS�oivA�E�� LIGHTING PLAN m 2' 4' 8' Iry I ISSUE DATE: _+ I X21 1�C�11 11_mll SEP.30.2013 SU NORTH SITE INFORMATION: LIGHTING PLAN GENERAL NOTES: VAIL DAS 1. CONNECT EGRESS LIGHTING FIXTURES AND EXIT SIGNS TO THE INTERNAL AREA LIGHTING CIRCUIT INSTALLATION AHEAD OF ANY SWITCH PER NEC 700-12(F) INCLUDING ANY NIGHT LIGHTS. FIXTURES SHOWN SHADED OR LABELED ARE EMERGENCY EGRESS(EM)WITH BATTERY PACK, NIGHT LIGHT(NL)OR BOTH (EMINL). NODE: 2. PROVIDE OUTLET IN ACCESSIBLE LOCATION AT TENANT ENTRANCE FOR SIGN PER NEC 600-5. 3. NUMBERS NEXT TO DEVICES REFER TO CIRCUIT DESIGNATION IN TENANT PANEL UNLESS NOTED. 4. 2x4 LIGHT FIXTURES ARE TYPE W UNLESS NOTED. VAIL 5. EXIT SIGNS TYPE'XEM'AND EGRESS LIGHTS TYPE'EM'SHALL BE NEW WITH EMERGENCY BATTERY PACK, MATCH EXISTING BUILDING STANDARD FIXTURES. O# LIGHTING PLAN KEYED NOTES: 1. WALLBOX OCCUPANCY SENSOR-PROVIDE DUAL TECHNOLOGY LEVITON OSSMT-MD OR EQUAL. SHEET TITLE: LIGHTING PLAN SHEET NUMBER. E2. 1 "PEOPLE&PRODUCTS YOU CAN COUNT ON" PO BOX 810 825A CHAMBERS AVENUE EAGLE,CO 81631 800.543.9365 www.randhmechanical.com a r r.�waa SEAL: / / / / / / / / / / , ♦/ \ / / / / / / / / / / / / / / / / / / / / / / / / / 0LIC L. 42812 cu cu cu cu O cu O cu O e e e e ol /, � Mae AL MECHANICAL ROOF PLAN M2.0 1i4° = 1�-0�� NORTH - - - - q �` 1 - -I /(D a\ B B B P _ vP P RR >1 �I =RR � � v � � � I�I � // � � � � � No. DATE / I , I I - - - ter' ooll O FC / =RR Z 6 B / FC \ L / FC / FC I / FC 5 / \ vim// 6 3 � '% / 6 4 / � � � 3 x 6 5 6 6 / / / RR � , / x� O i I / ,,M A L/A L/A I EF $ \®/ 'd e I 0 �(E)4"0 INDIRECT WASTE 3 REVISED PERMIT COMMENTS Q10/4/13 2 PERMIT COMMENTS 10/1/13 1 STAMPED PERMIT 9/23/13 1 PERMIT 9/11/13 NO. ISSUANCE I DATE 2 PARTIAL MECHANICAL PLAN M2.0 AR) li4" = 1 -0 NORTH z 0 PLAN NOTES: 0 1 NOT USED. O 2 HATCH REPRESENTS STRUCTURE ABOVE CEILING. LLI Lo J O GHOLE. PROVIDE 12x12 LOUVER FOR OUTDOOR AIR INTAKE, 1Q B & DUCT DOWN THROUGH THE CEILING INTO A 12x12 SUPPLY. O W ELECTRICAL TRANSFORMER AND OUTDOOR UNITS)LOCATIONS. M 4 ROUTE 5/8" & ETS FROM CU-X TO FC-X. PROVIDE STRUCTURE TO SUPPORT-VERIFY < W DETAIL WITH STRUCTURAL ENGINEER. PROVIDE 30x30 LOUVER DIRECTLY IN FRONT OF CU FAN WITH BLADES DIRECTED TOWARD HALL CEILING IN PARAPET WALL. ELECTRICIAN TO PROVIDE U) w O POWER& DISCONNECT TO CONDENSING UNIT& FROM CU TO INDOOR FC. O 2 CONNECT NEW EF-1 &2 TO 4"0 OUT TO LOUVER. PROVIDE NEW WALL PENETRATION, BACKDRAFT U DAMPER& NEW 12x12 LOUVER FOR EF-2. ELECTRICIAN TO PROVIDE POWER&(4)WALL SWITCHES V SO EACH TENANT HAS ABILITY TO TURN ON OR OFF, BOTH FANS. I- - OPROVIDE THERMOSTAT TO CONTROL EACH FAN COIL. SETPOINT TO BE ADJUSTED FOR TWO STAGE Q OPERATION. ROUTE CONDENSATE LINE TO (E) INDIRECT WASTE THROUGH SPACE-PROVIDE PUMP U) Q a AS NECESSARY. PLUMBING CONTRACTOR TO PROVIDE RECEPTACLE, PTRAP& NEW CONNECTION W WITHIN THE SPACE. 0 "It N U � DUCTLESS FAN COIL UNIT SCHEDULE OR EQUIVALENT UNIT MANUFACTURER& NOM. TOTAL CAP. INDOOR TOTAL CU SEER ELECTRICAL DATA OPER. TAG MODEL NO. LOCATION TONS (MBH) CFM FAN KW MCA (EER) WT. REMARKS MCA V PH HZ LBS CU&FC MITSUBISHI PKA-24KA& WALL&ROOF 2.0 24.0 775 0.36 - 1$.0 17.0 2081 1 60 165.0 EACH UNIT CONTROLLED BY INDIVIDUAL THERMOSTAT, ELECRICIAN TO PROVIDE POWER TO OUTDOOR AND THEN TO EACH INDOOR UNIT,OPTION REMOTE MANAGEMENT SYSTEM, ROUTE SHEET TITLE: 1 -6 PUZ-A24NHA3 230 CONDENSATE TO NEAREST DRAIN,PROVIDE SUPPORT TO OUTDOOR UNIT-VERIFY INTEGRITY WITH STRUCTURAL ENGINEER&TOV OFFICIAL, MECHANICAL SPECIFICATIONS EXHAUST FAN SCHEDULE ORE©UNALENT & SCHEDULES ELECTRICAL DATA NOISE UNFr MANUFACTURER& TONAL FAN OPER. TAG MODEL NO. SERVICE LOCATION TYPE CFM RPM ESP(IN) W V/PH/Hz LEVEL(BONES) WT.(LBS) REMARKS PANASONIC WHISPER OUTDOOR AIR&V CEILING CEILING 80 749 0.1 242 OPERATION OF BOTH EXHAUST FANS TO MANUAL ON/OFF SWITCH FOR EF-1 &2 WELCOME F 08VFM2 EXHAUST .1 24.2 120/1 /60 0.9 14 EACH OF THE FOUR UNITS. PROJECT NUMBER: 130905 PROJECT MANAGER: BW DRAWN BY: BW CHECKED BY: BE SCALE: 1/4"=1' SHEET NUMBER: M1 . 0 PERMIT DRAWINGS 1 of 1 ®2013 R&H ENGINEERING,LLC. All RIGHTS RESERVED