Loading...
HomeMy WebLinkAboutARB200800154 Plan - Submittal (First) 2009-04-01GENERAL NOTES -1 1. OWNER: PANTOPS GROUP LLC LEASE AREA PLAN AND ELEVATION ...................S ONE BOAR'S HEAD POINTE, SUITE #125 1ST FLOOR CONDUIT ROUTING ........................S CHARLOTTESVILLE, VA 22903 2ND AND 3RD FLOOR CONDUIT ROUTING ...............S CONTACT: DAVID TURNER (434) 972 -7783 2. SITE ADDRESS: GSA BUILDING CONCEALMENT CHIMNEY DETAILS .....................S 1470 PANTOPS MOUNTAIN PLACE CONCEALMENT CHIMNEY AND FIRE PENETRATION DETAILS... CHARLOTTESVILLE, VA 22911 3. NTELOS SITE NO.: CV853 NTELOS SITE NAME: PANTOPS FILL 4. CONSULTING ENG.: PATTON HARRIS RUST & ASSOCIATES 401 EAST MARKET STREET, SUITE 209 CHARLOTTESVILLE, VA. 22902 (434) 295 -3130 5. APPLICANT: VA PCS ALLIANCE, L.C. 1150 SHENANDOAH VILLAGE DR. WAYNESBORO, VA 22980 CONTACT: DEBBIE BALSER 540 - 946 -1851 6. LEASE AREA: 56 SQUARE FEET 7. CURRENT ZONING: PRO (PLANNED RESIDENTIAL DEVELOPMENT) S. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES. 9. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 10. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 11. LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UTILITIES IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS. IF THERE APPEARS TO BE A CONFLICT, OR UPON THE DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 12. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW CONDITION. 13. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL GUTTERS, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION. 14. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTEED FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE. 15. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY COUNTY INSPECTORS. 16. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE IN WHICH IT IS TO BE PERFORMED. E 17. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 18. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 19. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND /OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 29 N 50 20 l,niurrsi'y v 'wr �i SITE CHARLOTTESVILLE f 64 � 29 64 53 50 20 LOCATION MAP SCALE 1 " =2 MILES 1Rp y e+ tr �rY SI TE riN 50 • _- - w�' 1109 c- X100cr 11 1 0 u 111 i LOCATION MAP SCALE 1" =1000' FROM THE ROUTE 340 AND 1 -64 INTERCHANGE (EXIT 94 OFF OF 1 -64), PROCEED EAST ON 1 -64 APPROXIMATELY 30 MILES AND TAKE EXIT 124 (US- 250 /RICHMOND RD). TURN LEFT ONTO US- 250 /RICHMOND RD AND DRIVE APPROXMATELY 0.7 MILES. TURN RIGHT ONTO PANTOPS MOUNTAIN ROAD. THEN TAKE THE FIRST LEFT ONTO PANTOPS MOUNTAIN PLACE. THE GSA BUILDING WILL BE ON YOUR RIGHT. ��ALTH OF PI � O JOHN D. RENO g Lic. No. 32989 0 F-ld /08/09 NAL TELECOMMUNICATIONS FACILITY CO- LOCATION PANTOPS FILL 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA. 22911 20. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNERS ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND /OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 21. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD WORKING QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 23. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 24. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 25. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. 26. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 27. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 28. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF PROJECT. 29. COORDINATE THE CONSTRUCTION STAGING AREA WITH THE PROPERTY OWNER AND THE PROPERTY MANAGER WELL IN ADVANCE OF THE CONSTRUCTION START DATE. 30. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS AND PLAN DIMENSIONS, AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 31. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE WORK SITE ON A DAILY BASIS. 32. THE CONTRACTOR SHALL COORDINATE WITH NTELOS THE REQUIREMENTS FOR AND LIMITS OF OVERHEAD AND /OR UNDERGROUND ELECTRICAL SERVICE. INDEX OF SHEETS SHEET NAME SHEET NUMBER TITLE SHEET AND GENERAL NOTES ...................T -1 OVERALL ROOF PLAN - EXISTING CONDITIONS . ......... S -1 LEASE AREA PLAN AND ELEVATION ...................S -2 1ST FLOOR CONDUIT ROUTING ........................S -3 2ND AND 3RD FLOOR CONDUIT ROUTING ...............S -4 ROOF PENETRATION BOX DETAILS ....................S -5 CONCEALMENT CHIMNEY DETAILS .....................S -6 CONCEALMENT CHIMNEY AND FIRE PENETRATION DETAILS... S -7 FENCE DETAILS , , , , , , S -8 EQUIPMENT SKID DETAIL , , , , , , , , , , S -9 ELECTRICAL DETAILS . , , , , E -1 L ELECTRICAL DETAILS . ............................. E -2 ARB APPROVAL 1150 Wayn Shenandoah Village Dr. NIS Waynesboro, VA. 22980 (540) 946 -1892 V V 1 Z N N ') � Q r.1 a N 0 0 N N N N Lo N O d� O O aJ o,;MM os :2'mrnrn Ln c o o a < N C W a - O � o DE a °a 0 F- N w i T m 2 + c ui o i .. c 9 m aw RELEASE DATE 10/20/2008 TO NTELOS REVISIONS LINO. DATE Q 12/17/08 ARE COMMENTS © 12/19/08 STRUCTURAL /ARB COMMENTS © 12/29/08 STRUCTURAL /ARB COMMENTS A 01/08/09 STRUCTURAL/ARB COMMENTS DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SIR NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE TITLE SHEET AND GENERAL NOTES SHEET NUMBER T -1 PLOT SCALE: AS SHOWN PROPOSEDSTS "' T" ^ " "' "'r" "' FUTURE PENETRATIC IITH OF r Yf JOHN D. RENO Lie. No. 32989 Q;; 0,�� 01/08/0 9 NA1, I I \VI V.JLV J I L/'1L I I I CHIMNEY #2: INSTALL CHIMNEY #1: INSTALL PENETRATION BOX PENETRATION BOX i OVERALL ROOF PLAN $ —� SCALE: N.T.S. Ar) IMNEY #4: W BY OTHERS �A WNEY: 53' -7" ROOF: 46' -3" ROUND: 0' -0" r1150 Shmmdoah VOlage Dr. Waposboro, VA. 22980 (540) 948 -1892 O vl I U N � N d L fa Q N N U O n m a O V N N N �; M o C Q J O d M M 0 N N « 12 O I 1 y O W M M � o o a a CC (L N vi i T i > al � 2 (n C vi O a) « c �C o_ w RELEASE DOTE 10/20/2008 TO NXLOS REVISIONS NO. DOTE Q1 12/17/08 AIRS CONMUM Q 12/19/08 STRUCTURAL/ARB COMMENTS 12/29/08 STRUMRAL/AR8 COL OM Q4 01/08/09 STRUCTURAL/ARB COMMENTS DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SITE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET nm OVERALL ROOF PLAN — EXISTING CONDITIONS SHEET NUMBER S -1 PLOT SCALE: AS SHOWN '*V� 1 THIRD FLOOR LEASE AREA PLAN S -2 SCALE: N.T.S. TH OF JOHN D. RENO Lic. No. 32989 'Qz: /08/09 �`rIONAL E�� 20'x20' LEASE AREA: SEE S -2 FAI I 20' 9.75' SWING GATE I5 N CHAIN LINK FENCE: SEE DETAIL S28 POST (TYP): SEE INSTALLATION DETAIL e S-8 EQUIPMENT SKID: SEE DETAIL @ I / ---�6" % J FOUR (4) CABINETS: 12 CKT 100 AMP ONE (1) PROPOSED MODCELL, ONE (1) PROPOSED POWER UNIT, BREAKER PANEL ONE (1) FUTURE MODCELL, ONE (1) FUTURE POWER UNIT. CABINETS TO BE CENTERED ON SKID FOR EVEN WEIGHT DISTRUBUTION (SEE NOTES ON EQUIPMENT SKID DETAIL). SUB -METER TO NTELOS EQUIPMENT 12 CKT 100 AMP BREAKER PANEL QUAD DUPLEX CONVENIENCE OUTLET TELCO CABINET POWER UNIT EQUIPMENT SKID: SEE DETAIL S�g z LEASE AREA ELEVATION S -2 SCALE: N.T.S. POWER UNIT ONE (1) MODCELL AND ONE (1) POWER UNIT PROPOSED FOR INSTALLATION; ONE (1) MODCELL AND ONE (1) POWER UNIT FOR FUTURE INSTALLATION. 3 LEASE AREA ELEVATION S -2 _ SCALE: N.T.S. _ -MODCELL V1150 Shmmdoah VNlage Dr. WaMssboro, VA. 22980 (540) 948 -1892 U vl I C U O N N N 1E d L _o f6 Q N N ae U O n lo m CL O V N N N � � M o ; C Q s O d M M N vi 04 0 CMi 0 � N N N C W O M M � o o a a g��u sa N vi i T as � x0 + c vi 00 'C o_ w RELEASE DATE 10/20/2008 TO NTEIAS REVISIONS 140. DATE Q1 12/17/08 ARE COMMENTS Q 12/19/08 STRUCTUWL/ARB C000M 12/29/08 STRUCLURAL/ARS CONLOM Q4 01/08/09 STRUCTURAL/ARS comiens DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SDE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 s.-- -- LEASE AREA PLAN AND ELEVATION SHEET NUMBER S -2 PLAT SCALE: AS SHOWN GENERAL NOTES 1 1ST FLOOR CONDUIT RUN S -3 SCALE: N.T.S. )SET EX. TELCO PANEL V1150 Shmmdoah VRlage Dr. Waposboro, VA. 22980 (540) 948 -1892 0 vl I 1. WHEN CROSSING BETWEEN FIRE RATED SPACES THE N (A tl PENETRATION MUST BE SEALED WITH FIRE RATED CAULK. ALTH OF r SEE DETAIL, SHEET S -7. j _ 0 U 2. COMMUNICATION CABLE SHALL BE 25 -PAIR COPPER LINE, 0. 0 0 N PLENUM RATED. S RUCTURAL/ARB COMSeM � M o m ✓ O rM M d 3. ALL POWER AND COMMUNICATION LINES SHALL BE 01 ENCLOSED IN CONDUIT IN ACCORDANCE WITH NEC FOR THE JOHN D. RENO FULL LENGTH OF THE RUN. Lie. N0. 32989 � 4. INSTALL HOISTING GRIPS AT CEILING OF EACH FLOOR BEFORE ENTERING CONDUIT. 01 /08/09 (A vi i T 'LIP NAL E��1 al � 1 1ST FLOOR CONDUIT RUN S -3 SCALE: N.T.S. )SET EX. TELCO PANEL V1150 Shmmdoah VRlage Dr. Waposboro, VA. 22980 (540) 948 -1892 0 vl I U N (A tl N o � L r f6 ¢ ae N col _ 0 U n 0 10 m 0. 0 0 N N 0. 0 S RUCTURAL/ARB COMSeM � M o m C Q 0 O rM M d 01 1 0 0 0 N N y C C W C M o a a g��u sa (A vi i T al � 2 0 C ai O a) « c o_ w RELEASE DATE 10/20/2008 TO NXL0S REVISIONS NO. DATE Q1 12/17/08 AIRS COMMENTS Q 12/19/08 STRUCTURAL/ARB COMMENTS 12/29/08 SIRUCTURAL/ARS COMMENTS Q4 01/08/09 S RUCTURAL/ARB COMSeM DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SITE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE 1ST FLOOR CONDUIT ROUTING SHEET NUMBER S -3 PLOT SCALE: AS SHOWN GENERAL NOTES 1. WHEN CROSSING BETWEEN FIRE RATED SPACES THE PENETRATION MUST BE SEALED WITH FIRE RATED CAULK. SEE DETAIL, SHEET S -7. H OF 2. COMMUNICATION CABLE SHALL BE 25 —PAIR COPPER LINE, Ilj�� PLENUM RATED. l 3. ALL POWER AND COMMUNICATION LINES SHALL BE ENCLOSED IN CONDUIT IN ACCORDANCE WITH NEC FOR THE FULL LENGTH OF THE RUN. JOHN D. RENO 4. INSTALL HOISTING GRIPS AT CEILING OF EACH FLOOR L1C. NO. 32989 �� BEFORE ENTERING CONDUIT. 01/08/09 -NAL ROUTE CONDUIT ALONG WALL IN MECHANICAL SPACE i SECOND/THIRD FLOOR CONDUIT RUN S -4 SCALE: N.T.S. 20'x20' LEASE AREA (THIRD FLOOR) EQUIPMENT LOCATION r1150 Shmmdoah VRlage Dr. Wapesboro, VA. 22980 (540) 948 -1892 0 al I U N a) tl N o � L r f6 ¢ U N N _ U so', n lo m a 0 V N 0 N -; M o C Q J O d M M vi Obi N N CQ « a) O I I y C W O NT M � o o a a gel- CC CL u N vi i T al � 2 (n + C vi O a) « c aw RELEASE DATE 10/20/2008 TO NXL0S REVISIONS NO. DATE Q1 12/17/08 AIRS COMMENTS Q 12/19/08 STRUCTURAL/ARB COMMENTS 12/29/08 SIRUCTURAL/ARS COMMENTS Q4 01/08/09 STRUCTURAL/ARB COMSeM DRAWN TTY: J. ATKINSON CHECKED BY: J. RENO SITE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE 2ND AND 3RD FLOOR CONDUIT ROUTING SHEET NUMBER S -4 PLOT SCALE: AS SHOWN HOLt Ilv KUUr NT (TYP) PROVIDE FLASHING AND SEAL ROOF AROUND BOX OWNER'S ROOF. CONTRACTOR TO PROVIDE EXACT DETAILS FOR MOUNTING AND SEALING ROOF PENETRATION BOX. ROOF PENETRATION BOX DETAIL S -5 SCALE: N.T.S. PROJECT CONTRACTOR TO PROVIDE ROOF PENETRATION BOX AND ASSOCIATED EQUIPMENT. ALL ROOF WORK WILL BE PERFORMED BY OWNER'S ROOFING CONTRACTOR AT PROJECT CONTRACTOR'S EXPENSE. BOLT TOP OF BOX TO BASE (ALL 4 SIDES) COAX BOOT (2) 3" OR (1)1 h" COAX r o r o CCABLES 1�0 1�o A 2' CAULK, AND SEAM ON BOOT MUST BE DOWN (TYP.) N NOTE: ONE CHIMNEY TO HAVE 2 ANTENNAS AND RECEIVE 4 RUNS OF 7/8" COAX CABLE. THE OTHER CHIMNEY HAVE 1 ANTENNA AND 2 RUNS OF 7/8" COAX, AND ONE 14' CABLE FOR GPS HEAD. ROOF PENETRATION BOX SECTION DETAIL S -5 SCALE: N.T.S. SEAM AT CORNER CORNER CONSTRUCTION DETAIL SCALE: N.T.S. TOP OF BOX A" SHEET METAL ROOF PENETRATION ^4UGE IINUM TYP 6" FLANGE 3 PLAN VIEW ROOF PENETRATION BOX $ -5 SCALE: N.T.S. Y4" CRIMP 2" OVERHANG Y2" CRIMP CAULK EDGE WITH CLEAR SILICON 11 GAUGE ALUMINUM TYP. 5 DETAILED VIEW ROOF PENETRATION BOX $ -5 SCALE: N.T.S. r1150 Shmmdoah Wage Dr. Waposboro, VA. 22980 (540) 948 -1892 O al I U N Q1 N d L Q fa Q N N U O n m a O tj N N STRUCTURAL/ARB COLSeM N �; M o = 04 0 N N « a) o I 1 ,A C W O M M � o o a a g��u sa N ai i T R 2N + _ vi O N o_ w RELEASE DATE 10/20/2008 TO NM.0S REVISIONS 140. DATE Q1 12/17/08 ARB COMMDO Q 12/19/08 SIRUCTURAL/ARB 0000M 12/29/08 SIRUCNWL/ARS COMMENTS Q4 01/08/09 STRUCTURAL/ARB COLSeM DRAWN BY: J. ATKINSON CHECKED BY: J. RENO STIE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE ROOF PENETRATION BOX DETAILS SHEET NUMBER S -5 PLOT SCALE: AS SHOWN REMOVABLE ACCESS PANEL STEALTHSKIN V PANEL ASSEMBLY IS TO BE FACTORY BONDED AS (2) HALFS \ EXISTING ROOF 'Copyright 2008 STEALTH Concealment Solutions, Inc. All Rights Reserved \ \y ( Recreated and Modified by PHR&A, and Used With Pern,ission) NOTE: BRICK AND MORTAR DIMENSIONS FOR THE PROPOSED CHIMNEY MATERIAL WILL BE AN EXACT MATCH TO THE PRIMARY BRICK PATTERN AND COLOR ON THE EXISTING BUILDING. BRICK DIMENSIONS ARE 74" x 21 "; MORTAR - PROJECTED SOLDIER COURSE WITH A ROWLOCK COURSE ABOVE AND BELOW BELOW AND COMMON BOND FOR REMAINDER OF CHIMNEY. - HEIGHT TO BE 7' -4 ". - RECTANGULAR CHIMNEY DESIGNED WITH "GOLDEN SECTION" (5:8) DIMENSIONS. 8' -6" DEPTH (PERPENDICULAR TO RT. 250) FULLY BONDED & SEALED STEALTHSKIN TOP CAP (TO MATCH EXISTING BRICK PATTERN ON BUILDING) 3/8" S.S. PANEL OLTS (TYP) 4' -7" WIDTH (FRONT VIEW, FACING RT. 250) STEALTH CONCEALMENT CHIMNEY S -6 SCALE: N.T.S. 2 w x �ALTH OF Il r of JOHN D. RENO Lip No 32989 ZL 01/08/09 r -M. rA `EXISTING ROOF STEALTH CONCEALMENT CHIMNEY - SIDE VIEW SCALE: N.T.S. i� I A II.M. 4' -3" 4' -3" A' STEALTH CONCEALMENT CHIMNEY - SECTION VIEW SCALE: N.T.S. V1150 Shmmdoah VRlage Dr. Waposboro, VA. 22980 (540) 948 -1892 O vl I U N N .- N o d L Q fa Q N N ae _ N U O n � m O 0 V N N N � � ; M o C Q 0 O M M d N N y C C W O NT M o a a g��u CC a N vi i T 00 CL RELEASE DATE 10/20/2008 TO NXL0S REVISIONS N0. DATE Q1 12/17/08 AIRS CONMUM Q 12/19/08 SIRUMP.AL/ARB COMMENTS 12/29/08 SDTUCIURAL/ARS COMMENTS Q4 01/08/09 mucruRAL/ARB COMME11T5 DRAWN BY: J. ATKINSON CHECKED BY: J. RENO ME NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE CONCEALMENT CHIMNEY DETAILS I SHEET NUMBER I S -6 PLAT SCALE: AS SHOWN PAN TYP 3 LLL HIV ILL (SSV PANELS NO- SHOWN FOR CLARITY) _3x3x114" FEEL ANGLE 40 PIPE K3x1/4" -L ANGLE THICK S -EEL PLATE L3x-7x1/4" TEFL ANGLE x9 CHANNEL 'K STEEL PLATE Copyright 2008 STEALTH Concealment Solutions, Inc. All Rights Reserved (Used With Permission) 1, TYPICAL INSTALLATION SHOWN. 2. ACTUAL DESIGN TO BE PROVIDED BY STEALTH CONCEALMENT SOLUTIONS, STEALTH CONCEALMENT STRUCTURE DETAIL AND NOTES SCALE: N.T.S. 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe Through Concrete Floors or Walls using TREMstop D. F— Rating — 2 Hour T— Rating — 2 Ho.a, • 0 Pre —Rated Concrete Floors or Block Walls — Min. 4 -1/2" thickness 0 Plastic Pipe — 10" alum. (or smaller) Sch. 40 PVC pipe for use in closed or open piping systems. A max. annular space of 5/8" is required for 10" pipes. The annular space range for 6" pipes is min. 112" to max. 4 -1/8 ". 03 TREMstop D— Properly sized firestop device consisting of intumescent wrap strips. Wrap device around pipe penetration and secure using attached hose clamp. Mechanically fasten flush to underside of floor or both sides of wall assembly. 0 TREMstop Acrylic or TREMstop IA — Min. 1/4" bead of sealant applied at the interface of the concrete slab and steel collar, and at the interface of the steel collar and pipe. 05 Mortar — Min. 4 -1/2" thickness of mortar or hydraulic cement applied within annulus, flush with both surfaces of floor or wall assembly. UL /cUL System No. CAJ 2069 2 FIRE PENETRATION DETAIL S -7 SCALE: N.T.S. H OF J JOHN D. RENO Lic. No. 32989 1/08/09 �Sv �NAL e� V1150 Shmmdoah VRlage Dr. WaMssboro, VA. 22980 (540) 948 -1892 O vl I U N Q1 N d L Q fa Q N ae N _ N U O n � m O 0 V N N N � � ; M o C Q 0 O M M d 5 to bi d) % 0 N N « IV 'Z I I C y C W O It, M � o o a g��u cc CL N vi i T R 2 (n + C vi o � C 'rn � o_ w RELEASE DATE 10/20/2008 TO NTEIAS REVISIONS N0. DATE Q1 12/17/08 AIRS COMMENTS Q 12/19/08 STRUCTURAL/ARB COMMENTS 12/29/08 SIRUCTUWL/ARS COMMENTS Q4 01/08/09 S RUCTUWL/ARB COMMENTS DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SITE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE CONCEALMENT CHIMNEY AND FIRE PENETRATION DETAILS SHEET NUMBER S -7 PLOT SCALE: AS SHOWN I FENCE POST: TO BE INSERTED INTO 1 FLANGE ONCE BOLTED TO FLOOR (4) 2 —Y" CONCRETE ANCHOR BOLTS TUBULAR POST FLOOR FLANGE P o LINE POST (TYP) FENCE HEIGHT TO EXTEND 3" FROM CEILING: ANCHOR TOP RAIL TO CEILING EVERY 4' HORIZONTALLY i CHAIN LINK FENCE POST INSTALLATION S -H SCALE: N.T.S. CHAIN LINK FENCE SINGLE GATE WITH LOCKING LATCH, FOR INSTALLATION WHERE SHOWN ON PLANS CORNER POST GATE POST -- 6 GAUGE WITH 120 CORE, ? 2" WIRE MESH ANCHOR END POST TO WALL EVERY 2' VERTICALLY � 7 GAUGE TENSION WIRE SEE ess FRAMEWORK I Type Galvanized steel Color Metal Top Rail 1 -5/8" O.D. SS -20 Line Posts 2.5" O.D. SS -40 Corner, End, Gate Posts 2.5" O.D. SS -40 Steel Fittings Hot-Dip Galvanized Caps, Eye To s & Rail Ends I Die Cast Aluminum Tie Wires I Galvanized Wire Mesh Fabric 16 Gauge - 120 Core - 2" Openings NOTE: FENCE SHOWN IN STRAIGHT LINE FOR CLARITY. 2 CHAIN LINK FENCE DETAIL S -H SCALE: N.T.S. H OF VV J JOHN D. RENO Lie. No. 32989 c 0 01/08/09 � �1SIDN AL e.6;/ r1150 Shmmdoah VNIage Dr. Waposboro, VA. 22980 (540) 948 -1892 U al I C U N � N d L Q fa Q N N U O n m a O V N N SRUCTURAL/ARB COMMENTS N � = Q J O d M M to U) N O CN i 0 IV o I I y C W O NT M g��u CC (L N 0 i T i > al 2 (n + = vi O 'rn � o_ w RELEASE DATE 10/20/2008 TO NXL0S REVISIONS NO. DATE Q1 12/17/08 AIRS CONMUM Q 12/19/08 STRUCTURAL/ARB COMMENTS 12/29/08 SLRUCTURAL/ARS COMMENTS Q4 01/08/09 SRUCTURAL/ARB COMMENTS DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SITE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET nm FENCE DETAILS SHEET NUMBER S -8 PLAT SCALE: AS SHOWN 0 WELDS ATE$ WELDED TO FUWGE CF Co x !15 3 /B° PLATES N OFLDED TO FLANGE '''� l3/4" DRILLED HOLE DETAIL FOR RAILS OF PLATFORM ---I - `� F - ? TOP SECTION / /2 3' SIDE JI 7fa^DIAMErFI' 1� EQUIPMENT BRACE V2' DRILLED HOLE SPAC/NC TOP 7 y 4--� 7/8' DIAMETER FOR W HOOF PLATFORM FOR RHOS OF PLATFORM 02 SIDE RAIL DETAIL t 'z'1 7 18'DIAMETER DRILLED HOLES O Q !TYPICAL) 3 If2°X 3 f /2'X E3/9'ANGLE CABINETS SHOULD BE LOCATED IN THE MIDDLE OF THE FRAME AND NOT GROUPED AT ONE END OR THE OTHER. THE FRAME SHOULD BE SHIMMED AS REQUIRED TO PROVIDE UNIFORM BEARING OVER THE FLOOR SLAB. USED WITH PERMISSION FROV NTELOS C C CD CD O `. _. o 0 0 0 I U p N N 0 0 0 p a � lo m � N I I m M o C Q 0 O d M M 0 % I I « a) O I I y C I I � o I I CC (L N 0 I I i T I I al � `. _. o 0 0 0 I U p N N 0 0 0 p a � lo m O 0 V N N N � m M o C Q 0 O d M M 0 % m Obi 0 0 N N N « a) O I I y C W O M M EQUIPMENT SKID DETAIL $ -J SCALE: N.T.S. SECTION A -A H O F 1j31 JOHN D. RENO Lic. No. 32989 z; 01/08/09 <sIONA1, M OTC! 1 IQT SV v 52) 3/4 " X 2" BOLTS 52) 314 FLAT WASHE'HS 52) 3/4 \ TS 8) 3" X 6 "X5/ 16" CLIPS 2) C8" X 120" 6) C8" X 5" X % ?" 'AdITH FLANGE V1150 Shmmdoah VRlage Dr. Wapesboro, VA. 22980 (540) 948 -1892 O al I U p N N � L R _ N U p a � lo m O 0 V N N N � m M o C Q 0 O d M M 0 % m Obi 0 0 N N N « a) O I I y C W O M M � o o a a g��u CC (L N 0 i T al � 2 (n + C ai O a) « c CL w RELEASE DATE 10/20/2008 TO NIELOS REVISIONS NO. DATE Q1 12/17/08 ARB COMMENTS Q 12/19/08 STRUCTIIRAL/ARB COMMENTS 12/29/08 STRUCIUWL/ARB COLILem Q4 01/08/09 STRUCTURAL/ARB c0L1,em DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SIZE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 I SHEET TITLE 11 EQUIPMENT SKID DETAIL SHEET NUMBER S -9 TO ANTENNA PROPOSED CDMA MODCELL 4.08 INDOOR COAX FROM PROPOSED NTELOS ANTENNA #2 STRANDED TO BUILDING GROUND PROPOSED POWER UNIT 100 AMP BREAKER 2" CONDUIT PANEL N_"/- TO SUB -METER r ,2" CONDUIT FOR TELCO ' (COORDINATE) G �Dl G �To BUILDING GROUND PROPOSED COMA MODCELL 4.OB INDOOR #2 STRANDED GROUNlD BAR 1 i ELECTRIC/TELCO DIAGRAM IQ E -j SCALE: N.T.S. i■■■■■■ ■t ■■MINE■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■MINE■■■■ ■■■■■■■■■ ■■■■■■■■■ Immmmmmmmm ■■■■■■■■■ ■■■■MINE■■ ■■■■■■■■■ ■■■■■■■■■ TO BUILDING GROUND BATTERY UNIT STRANDED 2 MODCELL 4.06 GROUNDING DIAGRAM E -j SCALE: N.T.S. NOTES: 1) ALL CONDUIT TO BE 2 ". 2) ALL WIRE CONDUIT AND CIRCUITS SIZED PER LOCAL CODE AND NEC. OF r -,_AAL .i JOHN D. RENO Lic. No. 32989 z4 /08/09 NAL�G V1150 Shmmdoah VRlage Dr. Wapesboro, VA. 22980 (540) 948 -1892 O al I U N N � N o :E d L Q f6 Q N N _ U O n m C4 O 0 N N 0. STRUCTURAL/AR8 COMMENTS m� M o Q J C A; on 5 h % Obi CN 0 N i «. a) O I I y C W O NT M gel- CC CL u N i T al � 2 (n C vi O 0 « c 'rn � aw RELEASE DATE 10/20/2008 TO NTELOS REVISIONS NO. DATE Q1 12/17/08 AIRS COMMENTS Q 12/19/08 STRUCTURAL/ARB COMMENTS 12/29/08 SIRUCTURAL/ARS COMMENTS Q4 01/08/09 STRUCTURAL/AR8 COMMENTS DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SITE NAME PANTOPS FILL SITE NUMBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 sHEEr nTT.E ELECTRICAL DETAILS SHEET NUMBER E -1 PLAT SCALE: AS SHOWN GROUND GRID DESIGN PROVIDED BY OTHERS. THIS DESIGN MAY NOT NECESSARILY REFLECT A TYPICAL GROUNDING DESIGN BY PHR &A. PHR &A SHALL NOT BE HELD 6JOHI �LTH Op LIABLE IN THE EVENT DAMAGE OCCURS TO EQUIPMENT. 4 ° D. RENO Z a 3 ° ° Lic. No. 32989 a 2 0 0 ® TIN PLATED COPPER 0 0 ° GROUND BAR �� 01/08/09 0 ° 0 0 ° a 1 ONAL 2 ® ° 7 /1 A" COAX CABLE GROUND KIT LEGEND: SEE ALSO 1. - TIN PLATED COPPER GROUND BAR 1/4" X 4" X 12" MIN. HARGER LIGHTER 2 E -2 CAD WELD LUGTCONIFIGURATION. HOLE CENTERS TO MATCH #2 AWG GREEN STRANDED ONLY NEMA DOUBLE WIRE, MERLIN TO GROUND 2, - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015 -B OR BAR AT T MODCELL COAX CABLE STRUCTURAL/ARB COMMENTS EQUIVALENT. E -2 3. - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A -6056 SCALE: N.T.S. OR EQUIVALENT. 4. - 5/8-11 X 1" H.H.C.S. BOLT, NEWTON INSTRUMENT CO. CAT. NO. 3012 -1 OR EQUIVALENT. 5. - GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. TO MODCELL GROUND BAR M E-2 SCALE: N.T.S. ANTENNA GROUNDING DIAGRAM E -2 SCALE: N.T.S. NF. ANTEN ANDREI NOTE: POLYPHASERS MUST BE INSTALLED AT THE BASE OF THE ANTENNAS BEFORE ANY CABLE OR WEATHERSEAL IS ATTACHED. 4 CABLE RISER DIAGRAM E -2 SCALE: N.T.S. CABLE TO ANTENNA f NDREW WEATHERPROOFING T ANDREW COAX CABLE GROUNDING CLAMP KIT OUND CONDUCTOR LE TO BITS 5 COAX CABLE GROUND E-2 SCALE: N.T.S. #2 AWG OR AS SPECIFIED FROM ANTENNA CABLE GROUND KIT AND SUPPORT MAST, BRACKET, ETC. GROUND BAR ON WALL OR AT ANTENNA MAST COMPRESSION GROUND LUG TO BE BURNDY OR EQUAL, SIZE PER TABLE SS BOLT & NUT W/ LOCK WASHERS (TYP) SEE TABLE-\ GROUND CONDUCTOR GROUND CONDUCTOR TABLE o 0 o Qo o SEE ALSO BOLT DIA. 00 00o po 0 0 0 0 0 ICAD 2 E -2 CAD WELD WELD #2 AWG TO MIGB ONLY ONLY OR GROUND RING STRUCTURAL /ARB COMMENTS GROUND WIRE INSTALLATION 3 STRUCTURAL/ARB COMMENTS E -2 TO GROUND BAR SCALE: N.T.S. COMPRESSION GROUND LUG TO BE BURNDY OR EQUAL, SIZE PER TABLE SS BOLT & NUT W/ LOCK WASHERS (TYP) SEE TABLE-\ GROUND CONDUCTOR GROUND CONDUCTOR TABLE WIRE SIZE LUG # BOLT DIA. #2 YA2CL -2TC14 1/4" #2 /D YA25 -2LN 1/2" COMPRESSION LUG GROUND CONNECTION E -2 SCALE: N.T.S. 1150 Wayn Shenandoah 2980 Dr. NIS Waynesboro, VA. 22980 (540) 946 -1892 0 V 1 Q N U) � Q N N .o a V a N 0 0 N N N LO N U N 1 O O 00 'm rn rn V y N N . c o o a < N C W M M] a v O L DEa 't c) r LL N vi i T m x� + c i o c .. s �m CL RELEASE DATE 10/20/2008 TO NTELOS REVISIONS N0. DATE Q 12/17/08 ARE COMMENTS © 12/19/08 STRUCTURAL /ARB COMMENTS © 12/29/08 STRUCTURAL /ARB COMMENTS A 01/08/09 STRUCTURAL/ARB COMMENTS DRAWN BY: J. ATKINSON CHECKED BY: J. RENO SIR NAME PANTOPS FILL SRE NUNBER CV853 SITE ADDRESS 1470 PANTOPS MOUNTAIN PLACE CHARLOTTESVILLE, VA 22911 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E -2 PLOT SCALE: AS SHOWN