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HomeMy WebLinkAboutPLANS - 01-00026 - Nextel Partners - Communication TowerINDEX OF SHEETS 0-0 COVER SHEET AUBREVIATIONC 0-1 CODE SUMMARY A AT PS 0-2 LISTS AND SCHEDULES p MISC MISCELLANEOUS E.:,a P � ,: NEC NATIONAL ELECTRIC CODE 1-0 EXTERIOR ELEVATION "A" ' A� j BLU BLUE NEG NEGATIVE 1 -1 EXTERIOR ELEVATION "C„y BRN BROWN NEMA NATIONAL ELECTRIC MANUFACTURER'S ASSOCIATION _ IDAHO D��r������ Oi,;, ^�F BUIL ��t LDG BUILDING 1 NOM NOMINAL ' 2 �`: T tF210K `LRIATI01`;$ "B & D V 1 L jNC���-> ORRCIALS CODE ADMINISTRATION N� NOMINALLY OPEN 2-0 FLOOR PLAN BUILDING BUREAU: / T R INE NOMINALLY CLOSED �. 'C CENTER TO CENTE^n NRS NOT ORANGE SCALE 3-0 REFLECTED CEILING PLAN �• Z/�� , CIRCUIT OD OUTSIDE DIAMETER/OUTSIDE DIMENSION 3-1 REFLECTED CEILING PLAN ELECTRI s oJBMII i� ONCRL7E' OSB ORIENTED STRAND BOARD -' MECHA L ❑ PER A �+CDI FINg 4-0 INTERIOR ELEVATION "A" ELECTRICAL BUREAU: DIMENSION POS POSITIVE 4-1 INTERIOR ELEVATION "C° " A.S SUBMIT Ep //i -G / p ARS DOUBLE Po E LB POUND (S� ❑ P`� �pP nnnafr o ...PSF POUNDS ER SQUARE FOOT 4-2 INTERIOR ELEVATION$ "B &-Tj�-"B}"E-� E DOUBLE THROW - PSI POUNDS PER SQUARE INCH FTTACp FINTD)M&Lp TH OW SINGLE THROW QTY QUANTITY 5-0 *ELECTRICAL SCHEMATIC PLUMBING BUREAU: DWG DRAWING RECPT RECEPTACLE 5-1 LOW VOLTAGE WIRING ❑ AS SUBMITTED Dfr- EACH RECT RECTIFIER 6-0 CABLE TRAY DETAILS ❑ PER kT AC�U ECTRICAL REB D REINFORCINGISTEEL BAR 7-0 *FOUNDATION PLAN L: ENT ^IN CAL METALLIC TUBING "REV REVISION FIRE MARSHA ELEV EECLEEVCAiTR10 NON-METALLC TUBING RIGHT 7-1 *GROUNDING DETAILS ❑ Q,CcUBMIifEp D FP EQUIPMENT RH RIGHT HAND SO -O STRUCTURAL SPECIFICATION ❑PER ATTA^ E SHT SHEET iRrcu�¢ FIN E ETALLIC LIQUID TIGHT CONDUIT SPDT SINGLE PHASE THROW THE APRROVAL OF THESE PLANS SHALL NOT BE CONSFNhl1ED FLEX BLE ON -METALLIC LIQUID TIGHT. CONDUIT SPST SINGLE POLE SINGLE THROW 51-0 FINISH DETAILS APPROVAL OF ANY VIOLATION OF OR VARIANCE FROM REINFORCED POLYESTER. SO FT > SQUARE FEET S 1-1 STRUCTURAL DETAILS CODES STANDARDS, LAWS OR RULES WHILANGE , BEA �F,�Rpe� �O's TB SW SINGLE POLE SWITCH 52-0 STRUCTURAL LAYOUT - FL RROJECT. cAtw 0 S S3-0 STRUCTURAL LAYOUT - R0 SQ IN SQUARE INCH STD STANDARD S4-0 STRUCTURAL LAYOUT - "§IDE PANEL "A„ GND GROUND sec STANDARD BUILDING CODE ULT CIRCUIT INTERRUPTER TEMP TEMPERATURE 54-1 STRUCTURAL LAYOUT - SIDE PANEL "C" HVAC HEATING LNTILATION, AND AIR CONDITIONING TSTAT THERMOSTAT S4-2 STRUCTURAL LAYOUT IN HORIZONTAL 30 THREE PHASE -END PANELS "B & D" IN INCH * = DENOTES SHEETS WHICH CONTAIN FIELDWORK ID INSIDE DIAMETER/INSIDE DIMENSION 3P THREE POLE NOTE: NOT ALL SHEETS LISTED ABOVE ARE INCLUDED IN "CUSTOMER" $� INT INSULATION 3W' THREE WIRE INT INTERIOR TYP3W TYPICAL IMC INTERNATIONAL MECHANICAL CODE UL UNDERWRITERS LABORATORIES INC. IPG INTERNATIONAL of f wouin UBC NNIGnAu of H. ni. DESIGN PARAMETERS ROOF LIVE LOAD: 82 PSF FLOOR LIVE LOAD: 199 PSF WIND SPEED: 126 MPH/EXPOSURE D SEISMIC ZONE: 4 CONCRETE f'C: 5000 PSI AT 28 DAYS CONCRETE UNIT WEIGHT: 110 PCF MODEL MAY BE MIRROR IMAGE SEE SHEET 0-1 FOR CODE SUMMARY. PHYSICAL PROPERTIES SHELTER DIMENSIONS: 10'-0"W X 20'-0"1 X 10'-3 SHIPPING DIMENSIONS: 10'-4"w X 20'-4"1X 10'-3 INTERIOR DIMENSIONS: 8'-11 1/4"w X 18'-11 1/4"1 SHELTER WEIGHT (AS SHIPPED): 32,500 # Kff. PLAN REVIEW APPRIM OISAPPROyEp am 13 JJ O 0 RJAM--.-JJ O O u —JJ O 0 MECKVC4 _ _ I � O ENS to - 01 a! cfo u1� QP r ls �OL 'Y pcinue o� 1/2"h 1/2"h X 9'-2"h SYMBOLS DETAIL NUMBER A A ELEVATION SHEET NUMBER 1-1 1-1 SHEET NUMBER DETAIL �� --ITEM BUBBLE AREA �' ITEM NUMBER 1 O PUB. WKS. UJ -!L A5 Kt , 0 T T.'o CONDUIT 0 ( O C) 81.11 OFF ��/ CONDUIT NUMBER 42 ❑ f-1/�— A (- SECTION NUMBER A 11 SECTION DIRECTION AA `REVISION TRIANGLE REVISION LETTER - PROOF WIRE FABRIC CONFIDENTIAL IAY 0 200, THIS DRAWING IS THE CONFIDENTW. PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, U.C. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE ECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE a' O 0^o0) v A N N E 0 0n I u C'6 •— M C '— O N N O 0 n X d Dc) J � .i I) N X ul 0 THIS DRAWING IS THE CONFIDENTW. PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, U.C. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE ECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE CUSTOMER: NEXTEL PARTNERS 10 PROJECT: CONCRETE SHELTER CDUER SHEET a' O 0^o0) v A N N E 0 0n I u C'6 •— M C '— O N N O 0 n X d Dc) c � .i I) N X ul 0 m m CUSTOMER: NEXTEL PARTNERS 10 PROJECT: CONCRETE SHELTER CDUER SHEET ' STATE CODE SUMMARY OKLAHOMA 1997 UNIFORM BUILDING CODE 1997 UNIFORM MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE ALABAMA 1997 STANDARD BUILDINE E VI—UNP 1997 STANDARD MECHAODE 1999 OREGON STATE MECHANICAL CODE PENNSYLVANIA 1996 NATIONAL ELECTRIDEALASKA 1996 INTERNATIONAL MECHANICAL CODE 1997 UNIFORM BUILDING RHODE ISLAND 71V—N 1997 UNIFORM MECHANIDE1996 1996 NATIONAL ELECTRICAL CODE SOUTH CAROLINA NATIONAL ELECTRICE 1997 STANDARD MECHANICAL CODE ARIZONA 1997 UNIFORM BUILDING CODE SOUTH DAKOTA 1994 UNIFORM BUILDING CODE 1997 UNIFORM MECHANICAL CODE TENNESSEE 1999 NATIONAL ELECTRICAL CODE 1997 STANDARD MECHANICAL CODE ARKANSAS1997 STANDARD BUILDING CODE 5-2 VI—UNP 1997 STANDARD MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE CALIFORNIA 1997 UNIFORM BUILDING CODE S-2 V—N 1997 UNIFORM MECHANICAL CODE 1996 NATIONAL ELECTRICAL CODE CALIFORNIA TITI F as SEAL I hereby certify that this engineering document was prepared by me or my direct supervision and that I am a duly licensed professional Engineer under the laws of the State of Iowa. signature date rioted ar typed nome My license renewal dale is December 31, Pages or sheets covered by my seal: Date issued: STATE CODE SUMMARY OKLAHOMA 1997 UNIFORM BUILDING CODE 1997 UNIFORM MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE OREGON 1997 UNIFORM BUILDING CODE W/ AMEND. 1998 INTERNATIONAL MECH. CODE W/ AMEND. 1999 NATIONAL ELECTRICAL CODE 1998 OREGON STRUCTURAL SPECIALTY CODE 1999 OREGON STATE MECHANICAL CODE PENNSYLVANIA 1996 BOCA NATIONAL BUILDING CODE 1996 INTERNATIONAL MECHANICAL CODE 1996 NATIONAL ELECTRICAL CODE RHODE ISLAND 1996 BOCA NATIONAL BUILDING CODE 1996 INTERNATIONAL MECHANICAL CODE 1996 NATIONAL ELECTRICAL CODE SOUTH CAROLINA 1997 STANDARD BUILDING CODE 1997 STANDARD MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE SOUTH DAKOTA 1994 UNIFORM BUILDING CODE 1994 UNIFORM MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE TENNESSEE 1997 STANDARD BUILDING CODE 1997 STANDARD MECHANICAL CODE 1996 NATIONAL ELECTRICAL CODE TEXAS 1 1997 UNIFORM UTAH VERMONT' VIRGINIA WASHINGTON WEST VIRGINIA WISCONSIN WYOMING 1997 STANDARD BUILDING C ODE BUILDING CODE 1998 INTERNATIONAL MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE 1997 UNIFORM BUILDING CODE 1998 INTERNATIONAL MECHANICAL CODE 1999 NATIONAL ELECTRICAL CODE 199u BOCA NATIONAL BUILDING CODE1990 BOCA NATIONAL MECHANICAL CODE 1996 NATIONAL ELECTRICAL CODE 1996 NATIONAL BUILDING 1996 IBNTERNATIONAL MECHANICAL CO DE 1996 NATIONAL ELECTRICAL CODE 1997 UNIFORM E 1997 UNIFORM 1 1999 NATIONAL 1 1996 BOCA NATIi 1996 INTERNATIO 1996 NATIONAL E 1997 UNIFORM B WISCONSIN 1996 NATIONAL E 1997 UNIFORM B 1997 UNIFORM M 1999 NATIONAL F 'ING CODE NICAL CODE CODE ICE BUILDING CODE CODE GROUP TYPE ''^u I S-2 V—N I Ii` AL S-2 V—NjJr � ;ci (j1 B 59 i S-2 VI -UNP S-2 V -N S-2 VI -UNP S-2 V -N B VI -UNP S-2 1 V -N B B B B S-2 S-2 NOTES 1. THIS SHELTER NOT INTENDED FOR HUMAN HABITATION 2. OCCUPANT LOAD - 0. OHIO - 2 3. SPECIAL CONDITIONS: N/A 4. PERMISSIBLE TYPES OF GASES: N/A 5. SHELTER IS DESIGN TO MEET HIGHER SNOW AND WIND LOADS. SHELTER HAS NO COUNTY PLACEMENT RESTRICTION IN THE STATE OF MARYLAND. 6. STATE INSIGNIA LABEL/DECAL IS LOCATED NEAR MAIN ELECTRICAL SERVICE PANEL !UIri+� __ •i _!i(1� SHELTER DRAFT MG 5B V -N SB V -N V -N n,a urc WM-iS'niE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION. LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE ECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X2 CONCRETE SHELTER CODE SUMMARY 0-1 DRAWING NO.: RD SNXT0? I A ITEM LIST - U M - EA. ', ULJOHIH'I ION 520109 HVAC P, 3 TON, SKN. EUSANK & GRILLES 2 1 EA. 520109 HVAC p2. 3 TON, SKW, EUBANK & GRILLES 3 1 EA1 430135 LOADCENTER, ZOOA. 42 SP., CUTLER HAMMER 4 5 1 1 EA. EA. CUSTOMER 540112 I DISCONNECT, 200A (CUSTOMER SUPPLIED AND INSTALLED) TELCO GROUND 6 1 EA. 430020 GENERATOR RECEPTACLE, 200A, 4P/3W, APPLETON JAR20034RS 7 1 Ea 480000 LETTER TRAY 8 1 EA 570000 DOOR CANOPY, 48" 9 1 -EA 500000 3670 DOOR AND HARDWARE 10 1 EA 430033 EXTERIOR GFCI RECEPTACLE, 20A 11 3 EA 430034 DUPLEX RECEPTACLE, 20A W/4' X 4' JB 12 1 E4 504508 LOCKSET, ELECTRONIC, SARGEANT 13 1 EA 430084 INTERIOR LIGHT SWITCH, 15A 14 1 EA 430084 EXTERIOR LIGHT SWITCH, 15A 15 1 EA. 430034 QUAD RECEPTACLE 16 17 6 1 EA. F& 470000 470056 INTERIOR UGHTS. FLUORESCENT, 4'. 2 SOLD, METALUX WS240120ED12 EMERGENCY UGHT W/ EXIT SICK 16 19 1 I EA EA 470011 460101 'EXTERIOR LIGHT, 100W INCANDESCENT W/ MOTION DETECTOR, KENALL 3636 CONTROLLER, LEADLAG, LLC -A, EDBANK 20 1 EA. 470020 BLOWER, SHADE POLE, 115V, 3030 RPM, DAYTON 40440 21 2 EA 430075 ALARM BLOCK, 66 TERMINAL 22 1 EA. 490000 ALARM, MAGNENC DOOR CONTACT 23 1 EA 1 460101 HIGH TEMPERATURE ALARM, DAYTON #2E205 24 1 EA 460101 LOW TEMPERATURE ALARM. DAYTON #2E206 25 2 EA a90013 SMOKE DETECTOR, SENTROL 26 35 FT. 510049 1 18" CABLE TRAY, GOLD CHROMATE 27 1 EA 530000 WAVECUIDE. 12 PORT, MICROFLECT 81118 28 I EA 170002 4' PVC COUPLING FOR TELCO BOARD 29 10 E4 510070 CABLE LADDER, 18", HANGER ASSY. 30 3 EA I 410201 4" X 4' JB W/ 3/4' X 8 1/2" RIGID NIPPLE 31 - EA, - NOT USED 32 2 EA 4320364' X 4JB W/ 1/2" X 8 1/2" RIGID NIPPLE 33 1 EA 350002 TELCO BOARD, 4'-0" X 8'-0" 34 1 EA. 480004 BATTERY ROOM SAFETY KR 35 1 EA 390001 FIRE EXTINGUISHER, CO2. 10Ib 36 1 EA 480002 FIRST AID KIT 37 1 EA. ..... I DATA PLATE & STATE CERTIFICATION 38 1 El 470019 24 HR TIMER 39 1 EA. 410182 3/4" % 8 1/2" RIGID NIPPLE 40 90 FT. 400050 #'2 STRANDED GREEN GROUND WIRE 41 68 Fi. 400099 /2 SOLID TNNED GROUND WIRE 42 30 FT. 400030 #6 STRANDED GREEN GROUND WIRE 43 1 FT. 400009 GROUND STRAP, 1/2" BRAIDED COPPER 44 1 FA 170028 2" 90' ELBOW w/ LOUVER 45 46 11 2 FA Fit, 420005 540106 4" X 4" X 1 1/2"D JUNCTION BOX, W/ 1/2" & 3/4' KO GROUND BAR, 4" X 24" X 1/4' 47 B EA 170000 1" PJC GROUNDING PENETRATION GAS T O 45' 48 - EA - NOT USED 49 50 - 1 EA. EA - 400536 NOT USED POWER FAIL ALARM RELAY, OPOT. 10A. 240V W/ 6" X 6" JB 51 - E0. - NOT USED 52 53 7 FA. Eh a30008 BOX, 6" X 6" X 4' ENCLOSURE W/ RECTIFIER DROPS 54 PA 55 EA 56 EA 57 58. EA. EA 59 60 EA. FA DOOR HARDWARE SCH DULE QTY U M PART NO. DESCRiPTiON 3 EA 504000 DOOR HINGES, SS , LATEX ROOF COATING METALS 504100 CLOSER, SARGENT 1104, ALUM. I EA 504101 HOLD OPEN, T -LATCH, 4' SS 1 EA. 504102 BUMPER, RUBBER STOP, BROWN 1 SET 504200 WEATHER STRIPPING, MAGNETIC I EA. 504201 SWEEP, WEATHER STRIPPING, 42" 1 EA. 504300 LOC GUARD, f0", 55 1 SET 504401 THRESHOLD, 48", 2 PCS, ALUMIMUM 1 EA. 504503 PULL HANDLE, CHROME I EA 504400 DRIP CAP VARIES E4 EXPOSED .100 VINYL TLE. CONGOLEUM CX -14, COLOR 'WHITE/LIGHT PEBBLE' FINISH SCHEDIILF EXTERIOR UM PART NO. WALLS 2 EXPOSED AGGREGATE RQOF UFTING BRACKET, RH , LATEX ROOF COATING METALS 220207 PPG. UREfEI( PAINT. CUSTOM COLOR MATCH 8 EA 168044 INTERIOR 8 EA. WALLS WASHER, 1" FLAT 4 EA INSULATION 1 1/2" R -MAX NAILABLE BASE -TX 4 WOOD 7/16" OSB SHEATHING TIE DOWN PLATE, 12" X 12- EXPOSED 3/e" FRP CEILING CONCRETE ANCHOR, 3/4' X 4 1/2", COIL 8 EA INSULATION Z" R -MAX NAILABLE BASE -TX 1 WOOD 7/16" OSB SHEATHING CANOPY, DOOR EXPOSED 3/8' FRP FLOOR LIGHT FIXTURE, EXTERIOR. (SIDE WALL MOUNTED) VARIES E4 EXPOSED .100 VINYL TLE. CONGOLEUM CX -14, COLOR 'WHITE/LIGHT PEBBLE' PACKING LIST (ITEMS THAT ARE TO BE SHIIPPED INSIDE SHELTER) QTY UM PART NO. DESCRIPTION 2 EA 220206 UFTING BRACKET, RH 2 EA 220207 LIFTING BRACKET, LH 8 EA 168044 BOLT, 1" X 2 1/2" HEX 8 EA. 168045 WASHER, 1" FLAT 4 EA 693020 TIE DOWN ANGLE, 4' X 4" X 12- 4 EA 693018 TIE DOWN PLATE, 12" X 12- 8 Ek 168056 CONCRETE ANCHOR, 3/4' X 4 1/2", COIL 8 EA 490034 SHIM, 2" X 4" X 1/4", KOROLATH 1 EA VARIES CANOPY, DOOR VARIES EA- VARIES LIGHT FIXTURE, EXTERIOR. (SIDE WALL MOUNTED) VARIES E4 VARIES ANY EXTERIOR SIDE MOUNT FIXTURE REMOVE FOR SHIPPING _ Is UIVI 1QIL IVI it;k r SHEL'TER0RAI-T1HG 0 THIS DRAWING 15 THE ZbNFlDENTIAI PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. �Z NXT04 NXT040-2 e O N.T.S. DOn nm u O N O) E `// v V y C I N D CHK. BY: y 0 7 I U ✓. HASSELL Ct0 17 C ENG. BY: 0'-C4 - O 7 c,4 e 0, X APP. BY: 00 U 0 T� 8.ROGERS =Uv�3 SHEET NO.: 3 N M U 1/ AO C 0 w °n N 0 / A v GO CUSTOMER: NEXTEL PARTNERS PfI0 ECT: 10"-D'" X 20'-0" CONCRETE SHELTER LIST AND SCHEDULES FILENAME: NXT04 NXT040-2 SCALE: TOLERANCE: N.T.S. ORWN. BY:DATE: S. MAN 77N 11 23 99 CHK. BY: DATE: ✓. HASSELL 11 2J-99 ENG. BY: DATE: K. BARNET' 11-2J-99 APP. BY: DATE- ATEB. 8.ROGERS 71,123199 SHEET NO.: PART NO.: 0-2 DRAWING NO.: REV: NXT04 A 20'-4•' [244 21. 20'-0" [240"] N FUTURE SEE NOTE 2 O 40 O 46 SEE NOTE 1 N fn O co 32 47 47 I lfJ I NOTES: 1. CALSWELD #2 (TINNED) SOLID WIRE TO THE EXTERIOR GROUND BAR AND CONNECT TO THE WAVEGUIDE ENTRY PORT WITH A 2 HOLE MECHANICAL LUG. 2. #2 AWG. WELDING CABLE TO BE USED TO GROUND THE EXTERIOR DOOR CANOPY BRACKET TO THE DOOR FRAME USING 2 -HOLE CRIMP TYPE LUGS. 3. .ALL PENETRATIONS TO EXTERIOR MUST BE WEATHER TIGHT BEFORE SHIPPING. EXTERIOR ELEVATION "A" SH L --R 'ISG r T( 1. uhl A CTF 9/01 UPDATED PER NEW DWG. STANDARDS VGH 2/19/01 REV BY DATE I DESCRIPTION IADP BY DATE cl- A, & C` THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0" CONCRETE SHELTER EXTERIOR ELEVATION A' o 0 Q O l. A. O N E m C I N O C m 4 7 C 7 N N.V �N 0 � OD �- x co U T 5to 12 1/C O O V Ln N o O ED CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0" CONCRETE SHELTER EXTERIOR ELEVATION A' - r 0 2 Ol a1 20'-4" [244"] 20'-0" [240"] 663/18 225/x" NOTES: 1. CADWELD #2 (TINNED) SOLID WIRE TO THE EXTERIOR GROUND BAR AND CONNECT TO THE WAVEGUIDE ENTRY PORT WITH A 2 -HOLE MECHANICAL LUG. 2. #2 AWG WELDING CABLE TO BE USED TO GROUND THE EXTERIOR DOOR CANOPY BRACKET TO THE DOOR FRAME USING 2 -HOLE CRIMP TYPE LUGS. EXTERIOR ELEVATION "C" 2„ CONE tDEN?;;.[ O L 1 7Ep �L� JiC ii9, %i � ili :- A CTF 12/13/011 UPDATED PEP. NEW DWG. STANDARDS I VGH 2/13 O1 IREVIi B7 I DATE I DESCRIPTION jAPP3Yj ATE ENGINEER SEAL I I %( n� 4: 1 FUTURE 27 = _ _ J FUTURE 46 SEE NOTE 1 46 SEE NOTE 1 PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY I INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS 44 \\,\.-2 1/4" PENETRATION CELLXION. LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS FOR BLOWER UNDERSTANDING THAT ANYONE RECENING OR OTHERWISE OBTAINING DISCONNECT ACESS PANEL EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. 47 47 O O` 00) oI O I O �3 N on NOTES: 1. CADWELD #2 (TINNED) SOLID WIRE TO THE EXTERIOR GROUND BAR AND CONNECT TO THE WAVEGUIDE ENTRY PORT WITH A 2 -HOLE MECHANICAL LUG. 2. #2 AWG WELDING CABLE TO BE USED TO GROUND THE EXTERIOR DOOR CANOPY BRACKET TO THE DOOR FRAME USING 2 -HOLE CRIMP TYPE LUGS. EXTERIOR ELEVATION "C" 2„ CONE tDEN?;;.[ O L 1 7Ep �L� JiC ii9, %i � ili :- A CTF 12/13/011 UPDATED PEP. NEW DWG. STANDARDS I VGH 2/13 O1 IREVIi B7 I DATE I DESCRIPTION jAPP3Yj ATE ENGINEER SEAL n� 4: 1 THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION. LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECENING OR OTHERWISE OBTAINING POSSESSION OF R WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. O O` 00) oI rn v N I O �3 N on 0n C N O o.N J N N N �o U o M a 2 0 O 'N 0, — C °n O m CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0'" CONCRETE SHELTER EXTERIOR ELEVATION B' FILENAME: NXT-04 NXT041-1 SCALE: TOLERANCE: 2' = 1'-0' DRWN. BY: DATE: V. HASSELL. 10 5 99 CHK. BY: DATE: V. HASSELL 10/5/99 ENG. BY: DATE: K. RARNc7, 1015199 APP. BY: DATE: 8. ROGERS 10 5199 SHEET NO.: PART NO.: 7-1 DRAWING NO.: REV: NXT04 A .11 C 10'-4" [124 2" 10'-0" (120 _ I NOTES: 47 O ll a EXTERIOR ELEVATION B fim SERVICE ENTRY e� 00 n 223/x" F - - - - ---I � mss• � � . IIr((�FUTURE I I SEE NOTE 1 46 I jl 111 I 1 a I 1 < L-------1 4 SEE 1J0 T E 3 rn m I 6 CIO I 47 47 47 47 6 I I b a 6 1. CADWELD #2 (TINNED) SOLID WIRE TO THE EXTERIOR GROUND BAR AND CONNECT TO THE WAVEGUIDE ENTRY PORT WITH A 2 -HOLE MECHANICAL LUG. 2. #2 AWG WELDING CABLE TO BE USED TO GROUND THE EXTERIOR DOOR CANOPY BRACKET TO THE DOOR FRAME USING 2 -HOLE CRIMP TYPE LUGS. 3. ITEM 4 CUSTOMER SUPPLIED AND INSTALLED. EXTERIOR ELEVATION D n 1 'I• r 11 1"t vllt=.Lh ii!`:;',;"1 I�14t. A CTF 12/13/011 UPDATED PER NEW DWG. STANDARDS VGH Z/13/01 EV 8Y I DATE DESCRIPTION APP.BY DATE ENGI EER- �,IJ:1 c THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. Z or 0 C) anCD V O N N E N O M I U C yM C N N •2 J 00 00n U \ N ai • 3 e M y 2 p O w 00 u') L1) y °n O CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0 CONCRETE SHELTER EXTERIOR ELEVATIONS C&0" FILENAME: NXT-04 NXT041-2 SCALE: TOLERANCE: 2" -1'-0" ORWN. BY: DATE: V, HASSELL. 1015199 CHK. BY: DATE: V. HASSELL 1015199 ENG. BY: DATE: I K. PARNETT 10/5/99 APP. BY: DATE: B. ROG£RS 10/5/99 SHEET NO.: PART NO.: 1-2 DRAWING NO.: REV: NXT04 A NG LOCATION D FUTURE) O UO FLOOR PLAN C0NVF` )'1N 1 41 1=r'. vvv SQ. FT. EXTERIOR AREA 118.57 SQ. FT. INTERIOR AREA A I CTF 12/14/011 UPDATED PER NEW DWG, STANDARDS VGH 12/14/01 EEVI BY I DATE I DESCRIPTION APP.BYI DATE SEAI 7-E,E`E/�RL+ v II i r Jk "r9 THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, U.C. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF R WILL BE EXPRESSLY NOTIFIED OF ITS CONE] ENTIAL NATURE O o � p 0)o m u O N N y C l O C N O O^N ` O � Uvv3 ui 3 e M N •V O ° O 'N O 2 U') y > h O CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0' X 20'-0" CONCRETE SHELTER FLOOR PLAN FILENAME: NXF-04 NXF042-0 SCALE: TOLERANCE: 2" - 1 •-0" DRWN. BY: DATE: V. HASSELL. 1015199 CHK. BY: DATE: V. HASSELL 10/5/99 ENG. BY: DATE: K. BARiJtT1 1013199 APP. BY: DATE: B. ROG£RS10 5/99 SHEET NO.: PART NO.: ?_/J DRAWING NO.: REV: NXTO4 A 63/8" 24" WG LOCATION Cl (FUTURE) a I I • O 12"1 l i6 39 l 25 16 O I 33 J •797 I 27 WG LOCATION A2 ---111 (FUTURE) —20'-0" [240"] 18'-11)/4" [227y4 16 q .. 1._ WG LOCATION C2 (FUTURE) RECTIFIER NOTES: SEEL L/\AI— TITE FLEX. RUN 0 .. FIER JLZ L LL/\VI Ll.l LI\ 75 DROP #2. LABEL EACH REFLECTED CEILING VIEW • 1. DROP #1 - COIL 7 FT OF 3/4" SEAL-TITE FLEX. RUN RECTIFIER #1 & #2 THROUGH ELECTRICAL DROP #1. LABEL EACH DROP AS TO ITS PROPER CIRCUIT & TY -RAP END. WIRE 5 RECTIFIER #1 -(CKT 17 & 19) PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. GROUNDING WIRE 5 RECTIFIER #2 -(CKT 18 & 20) PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. NOTA PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. O._ In N 7 DROP #2 — COIL 7 7 OF 3/4" SEEL L/\AI— TITE FLEX. RUN 0 .. FIER JLZ L LL/\VI Ll.l LI\ & IIA TURD 1.I OH DROP #2. LABEL EACH nJ DROP AS TO ITS PROPER CIRCUIT & TY -RAP END? RECTIFIER #3 -(CKT 22 & 24) PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. RECTIFIER #4 -(CKT 26 & 28) PULL 2 #10 CONDUCTING WIRES 5 FT PAST END OF FLEX. PULL 1 #10 GROUNDING WIRE 5 FT PAST END OF FLEX. - 66 I 345/8" _ a I SEE REC. NOTE 1 SEE REC. NOTE 2 16 A45 45 1. ALL CONDUIT TO BE 3/4" EMT UNLESS OTHERWISE NOTED. LEGEND: .�•01 ®I%/ 0 .W l 5%" 1, IP " i THIS DRAWING IS THE CONFIDENTIAL O PROPERTY AND CONTAINS TRADE M SECRETS OF CELLXION, LLC. ANY USE THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELIXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE jRECEfvlNG OR OTHERWISE OBTAINING WG LOCATION D POSSESSION OF R WILL BE EXPRESSLYOF 27 (FUTURE) CONFIDENNTIAL OTIFIED NA RE.ITS 8) ov0NFIDENTIA.L. ,)Hrr1.TEft 1,313AFTIN6 1.—L`/— = LOW VOLTAGE CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. PLACEMENT OF ELECTRICAL 2.—GN0— = HALO GROUND WIRE TO EQUIPMENT TO DETERMINED BY BE #6 STRANDED GREEN COPPER WIRE AVAILABILITY OF PREMADE KNOCK -OUTS AND BOTTOM OF DROPS TO BE #2 BARE OR PENETRATION REQUIREMENTS. SOLID TINNED COPPER WIRE. a O jjjj�''' c V OOr E) c) D 0 N0) E N v m o I O N O In i U w.0 0 O'0 cI 0 7 _ O 0 X t �� N T� O c Pi N V X O o a O._ In N C2 O m CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0' X 20'-0" CONCRETE SHEL TER REFLECTED CEILING VIEN ELECTRICAL MARTIN APP. B. 3-0 DRAWING NO.: REV: NXTO4 A 63/8„ 24' 27 WG LOCATION C1 (FUTURE) O I 0 rIR O GROUNDING NOTES: 1. 2. 3. 4. L -20'-0" [240"]- 18'-11Y4" [227)4"] WG LOCATION C2 27 66" (FUTUR ) 18 12 {-18"--F-71" 1:24 -" Ya F- 283CATION i--1 47 YP. 27 (F LOCATION A 47 9 READ. (FUTURE) 28 REFLECTED CEILING VIEW MECHANICAL GROUND ALL BOXES AND METALLIC OBJECTS LARGER THAN 4" X 4" WITH #6 AWG GREEN STRANDED WIRE AND 2 -HOLE CRIMP LUGS. INSTALL A 2 -HOLE MECHANICAL LUG (1 EACH) TO THE GENERATOR RECEPTACLE AND THE EXTERIOR DISCONNECT, ALL GROUND POINTS ARE TO BE DIRECTED TOWARD THE MASTER GROUND BAR LOCATION. ALL CONNECTIONS TO INTERIOR HALO GROUND RING TO BE DOUBLE CRIMPED. A NO -OXIDE COMPOUND IS TO BE APPLIED TO ALL CONNECTIONS, GROUND BARS, AND HALO. EXCESS GREASE IS TO WIPED CLEAN. REMOVE PAINT AND APPLY THE NO -OXIDE COMPOUND BETWEEN ALL GROUNDING LUG CONNECTIONS AS SPECIFIED. CABLE LADDER IS TO BE BONDED TOGETHER ON ONE SIDE AND TO INTERIOR HALO GROUND RING. USE #6 GREEN STRANDED WIRE, 2 -HOLE LUGS, AND NO -OX COMPOUND. NOTES: 1. ALL CONDUIT TO BE 3/4" EMT, UNLESS OTHERWISE NOTED. 2. PLACEMENT OF ELECTRICAL EQUIPMENT TO DETERMINED BY AVAILABILITY OF PREMADE KNOCK -OUTS OR PENETRATION REQUIREMENTS. 3. CABLE LADDER TO CONFORM TO SYS -RCS. 4. CABLE LADDER TO BE PLACED 90" A.F.F. 5. NO OX TO BE USED AT ALL SPLICES AND TEE \ \ I \\\\ 9 ' 8 LEGEND: 638., 27 WG LOCATION D (FUTURE) 1 p 16 D Trull) ILIY L SHELTER URAFTAN 1.—LV— = LOW VOLTAGE CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.—GND— = HALO GROUND WIRE TO BE #6 STRANDED GREEN COPPER 'WIRE AND 801101m OF DROPS TO BE #2 BARE SOLID TINNED COPPER WIRE. THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION. LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF R WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. � a ° e O'er � h �– GND — GN➢ — GND — GNO — by iii iu iaiiaii i i ilii GND — GN➢� GND — ONO — GND — GND — GND _ GND -- GND GND — G D'— '^D'— ONO G! GN➢ ' ` G a ! J U O to O N� C -> > C4.2 42 �l GI u 651.a 26 I O O .,.. Ln 'w > 26 O i V � v 42 v 42 29 TYPICAL r I ° I n � e o 42 50 = v n e 26 26 n 33 a �o GND GND — GND — GNO GND — D — GNO GND — ONO — GND — GND — ONO GND — GND 1:24 -" Ya F- 283CATION i--1 47 YP. 27 (F LOCATION A 47 9 READ. (FUTURE) 28 REFLECTED CEILING VIEW MECHANICAL GROUND ALL BOXES AND METALLIC OBJECTS LARGER THAN 4" X 4" WITH #6 AWG GREEN STRANDED WIRE AND 2 -HOLE CRIMP LUGS. INSTALL A 2 -HOLE MECHANICAL LUG (1 EACH) TO THE GENERATOR RECEPTACLE AND THE EXTERIOR DISCONNECT, ALL GROUND POINTS ARE TO BE DIRECTED TOWARD THE MASTER GROUND BAR LOCATION. ALL CONNECTIONS TO INTERIOR HALO GROUND RING TO BE DOUBLE CRIMPED. A NO -OXIDE COMPOUND IS TO BE APPLIED TO ALL CONNECTIONS, GROUND BARS, AND HALO. EXCESS GREASE IS TO WIPED CLEAN. REMOVE PAINT AND APPLY THE NO -OXIDE COMPOUND BETWEEN ALL GROUNDING LUG CONNECTIONS AS SPECIFIED. CABLE LADDER IS TO BE BONDED TOGETHER ON ONE SIDE AND TO INTERIOR HALO GROUND RING. USE #6 GREEN STRANDED WIRE, 2 -HOLE LUGS, AND NO -OX COMPOUND. NOTES: 1. ALL CONDUIT TO BE 3/4" EMT, UNLESS OTHERWISE NOTED. 2. PLACEMENT OF ELECTRICAL EQUIPMENT TO DETERMINED BY AVAILABILITY OF PREMADE KNOCK -OUTS OR PENETRATION REQUIREMENTS. 3. CABLE LADDER TO CONFORM TO SYS -RCS. 4. CABLE LADDER TO BE PLACED 90" A.F.F. 5. NO OX TO BE USED AT ALL SPLICES AND TEE \ \ I \\\\ 9 ' 8 LEGEND: 638., 27 WG LOCATION D (FUTURE) 1 p 16 D Trull) ILIY L SHELTER URAFTAN 1.—LV— = LOW VOLTAGE CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.—GND— = HALO GROUND WIRE TO BE #6 STRANDED GREEN COPPER 'WIRE AND 801101m OF DROPS TO BE #2 BARE SOLID TINNED COPPER WIRE. THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION. LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF R WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. � a O e O'er � h 01 o' N rn v y c I N o ` G a ! J U O to O N� C -> > C4.2 0 x J ��N GI u 651.a c 3 N .O O '— O O .,.. Ln 'w > n O GO CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0" CONCRETE SHELTER REFLECTED CEILING VIEW MECHANICAL 2' all 1 •-D' ORWN. BY: DATE: S MARTIN I 1/2J199 CHK. BY: DATE: V. HASSELL 1/ 2-' 99 ENG. BY: DATE: Y•. P,<RNETF 11/2-'/99 APP. BY: DATE: 8. ROGERS 11 2-' 99 SHEET NO.: PART NO.: 3-1 DRAWING NO.: REV: NXT04 A F l9%" I NOTES: 1, ALL CONDUIT TO BE 3,/4" EMT, UNLESS OTHERWISE NOTED. 2. PLACEMENT OF ELECTRICAL EQUIPMENT TO BE DETERMINED BY AVAILABILITY OF PREMADE KNOCKOUTS OR PENETRATION REQUIREMENTS. 18'— 11)/4" [227Y4"] 01 INTERIOR ELEVATION A LEGEND: N 1;ONF11F1'i i :?.I.. ,4! TGR rIRAFT III G 1 —LV- = LOW VOLTAGE CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. —c"D-= HALO GROUND WIRE TO 'BE #6 STRANDED GREEN COPPER WIRE AND BOTTOM OF DROPS TO BE #2 BARE SOLID mT uPDArEo PER New own STnunnanc TINNED CO, r EN (NEER SEg. meg\ �i THIS DRAWING IS THE CONFIDENTIAL. PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF RS . CONFIDENTIAL NANRE �a ��O O101 N U c I N 0 0 N O O'— N N O / \ J n X N GO O i M U M N U O ° O y 0, 5Ln0 > h 0 e I m 27 GNU -4– GNDGND — GND – TIl ��,���� 42 � 46 u N 47 � NOTES: 18'-llY4" [227Y4 GND — GND — GND — GNp — GND 1401 GND — GND -- GN — GND 42 46 34 INTERIOR ELEVATION C 1. ALL CONDUIT TO BE 3/4" EMT, UNLESS OTHERWISE NOTED. 2. PLACEMENT OF ELECTRICAL EQUIPMENT TO DETERMINED BY AVAILABILITY OF PREMADE KNOCK—OUTS OR PENETRATION REQUIREMENTS. 3. CADWELD (1 EACH) #2 TINNED SOLID WIRE TO THE INTERIOR SOLID WIRE TO THE INTERIOR AND THE EXTERIOR GROUND BARS WITH 10 FT COILS. 4. #2 AWG WELDING CABLE TO BE USED TO GROUND THE DOOR TO THE FRAME USING 2—HOLE CRIMP TYPE LUGS. 5. OMNI DROPS TO CONSIST OF #2 GREEN COPPER STRANDED (TOP PART) CRIMPED TO #2 SOLID TINNED COPPER (BOTTOM PART) COILED AT 10 7. 6. INTERIOR GROUND BAR TO BE CONNECTED TO INTERIOR HALO GROUND RING VIA 2—HOLE CRIMP TYPE LUGS AND #6 WIRE. 72" 27 GNO --� GNDGNDgND —GND --� GND �� T� _--_� SEE NOTE 3 7 �TYP. 4 PLCS. Cin 20 FMC 47 I I 50"-� LEGEND: 1.—LV—= LOW VOLTAGE CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.—GND—= HALO GROUND WIRE TO BE 1#6 STRANDED GREEN COPPER WIRE AND BOTTOM OF DROPS TO BE #2 BARE SOLID TINNED COPPER WIRE. Ei,EC Fr}J[��;;;; NAL rHIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELIXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0 X 20'-0" CONCRETE SHELTER INTERIOR ELEVATIONS PANEL C M 8'-11)/4" [107)/4 4113/6" GND— GND— GND_ GND- -Duel—e. I I � �_ 47 i— 535/6„ NOTES: 19 111,39 INTERIOR ELEVATION B i. ALL CONDUIT TO BE 3/4" EMT, UNLESS OTHERWISE NOTED. 2. PLACEMENT OF ELECTRICAL EQUIPMENT TO DETERMINED BY AVAILABILITY OF PREMADE KNOCK—OUTS OR PENETRATION REQUIREMENTS. 3. ITEM 21 TO BE INSTALLED BY OTHER. 4. RUN #6 GROUNDING WIRE FROM HALO GROUND RING TO SURGE ARRESTOR LOCATION ANO COIL 2 FT EXTRA WIRE. SURGE ARRESTOR TO BE GROUNDED AFTER INSTALLATION IN RADIO INTEGRATION. TY—RAP 1 #6 2—HOLE GROUNDING LUG TO COILED WIRE. 5. TWO -HOLE CRIMP LUGS MUST BE USED AT ALL GROUND - BONDING CONNECTIONS. 6. THE MATING SURFACES OF ALL PAINTED EQUIPMENT, ANODIZED CABLE TRAY, ETC. TO BE GROUNDED MUST BE SCRAPED TO BARE METAL; DEOXIDATION COMPOUND MUST BE USED ON ALL BONDING CONNECTIONS. 8'-11)/4" [107Y4"] 73/ 6„ 27 42 45 �-- D GND — GND GND GND GND GND . G 42 F7'37 7(_7 J 40 32 40 i ( (�("(_j > r O J c 3046 50 0 V L V Fo 6„ 41 41 I 15 41 00 47 47 47 3/4" CLOSE NIPPLE INTERIOR ELEVATION D LEGEND: 1- = LOW VOLTAGE CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. -- = HALO GROUND WIRE TO BE #6 STRANDED GREEN COPPER WIRE AND BOTTOM OF DROPS TO BE #2 BARE SOLID TINNED COPPER WIRE. THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE Z. c 0 0 P 0 0) ENGINEER SEAL cy)a K O NO) N0 A N c I G) a Iw C ii O'0 cq.O N cq 0 r--. X _ J co — i n: is t Ile Pi;, THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE Z. c 0 0 P 0 0) v cy)a K O NO) N0 3 N c I G) a Iw C ii O'0 cq.O N cq 0 r--. X _ J co — N 0c) N t U 7-0 3 c o M y V X 2 O.N 0 Lc) N > 0 I CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0 X 20'-0" CONCRETE SHELTER INTERIOR ELEVATION PANELS 8 & D" 120/240 VAC SERVICE (FIELD INSTALLED BY SITE CONTRACTOR) SERVICE O HVAC # 1 ()HVAC #2 50 POWER FAIL RELAY II RECTIFIER #1 NOTES 1. WIRE COLORS ARE AS FOLLOWING: ALL PHASE "A' WIRES - BLACK ALL PHASE "B' WIRES - RED ALL NEUTRAL WIRES = WHITE ALL GROUND WIRES = GREEN ALL SWITCHED WIRES = BLUE ALL ISOLATED GROUNDING WIRES = GREEN W/ YELLOW STRIPE 2. ALL WIRES (UNLESS OTHERWISE NOTED) TO BE STRANDED - THHN. THWN OR THW. 3. ALL CONDUIT TO BE 3/4" EMT UNLESS OTHERWISE NOTED. 4. ALL WIRE AMPACITIES ARE BASED ON TABLE 310-16 NATIONAL ELECTRICAL CODE. 5. CONDUIT FILL BASED ON CHAPTER 9 - NATIONAL ELECTRICAL CODE. 6. PLACEMENT OF ELECTRICAL COMPONENTS TO BE DETERMINED BY THE AVAILABILITY OF PREMADE KNOCKOUTS AND/OR PENETRATION REQUIREMENTS. 7. DASHED LINES (— —) DENOTE FIELD WORK. 8. PUL TO BOX ITEM N4a. 9. AC CURRENT PHASE MUST BE THE SAME ON BOTH AC'S OR THE SHUTDOWN ALARM WILL NOT WORK. 1 OCOMBO PANEL WITH TVSS CUTLER HAMMER, CPS -'B" MECHANICAL INTERLOCK 3/0 THHN a r- 3/0 THHN #4 THHNJ I IS/NII L1 II L2 SPARE SPARE SPARE SPARE SPARE SPARE 1 30 0 a 30 20 Off` O P 20 1—� SURGE ARRESTOR 15 #4 THHN SPARE SPARE �1N Lu AIOr% RECEPTACLE 22 CROUSE HINDS #AR2042—S22 S/N 11 RECEPTACLES S/N 15 QUAD RECEPTACLE S/N 10 GFCI RECEPTACLE 75 tZ BLK S S/N 25 SMOKE DETECTOR O12 RED S/N 20 38 VENT FAN/TIMER RECTIFIER #2 RECTIFIER #3 RECTIFIER #4 4111 _sem A I CTF 12/19/011 UPDATED PER NEW DWG. STANDARDS VGH 2/19/01 IREVI BY I DATE I DESCRIPTION IAPP.BYI DATE NAL .SIE 5541 4EB'DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION. LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION. LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN OISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. °7 v_ o o - v rn N � o °' e y c 1 N o y O M 0 ccy c '- N� � � N .0 0 N00 00 N TM U W= =0 vv3 N •0 x 0 - 0, Lc) N v° O m CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0" CONCRETE SHELTER ELECTRICAL SCHEMATIC • SMOKE ALARM JUYPER BEIMEFN _ G w SFAiET TEIWYU� BONA Non � G 1 C OO E 7 g m z SOLID WIRE E L I 2/19 01 m m £ IH BE1 L — L 0 F scow co sn --------- T'CJ W SE9E5 AL: COwOff10H�°5 T12 r O BLACK — — — — — — — — — — IFRtID I N.O. wwmM f 2 J a c c cc INCOMING POWER ©I G O E ® 9 [ F2 ON LLC _ .IU GNbyl BE _ w SE m TEBYWµ B1�M C YI U1Yf 2 TIFAMOSIAT 1©® FICTOw( IMI NYOEA 2 -�-; HIGH LOW PHASE 'A' SURGE ARRESTOR PHASE B' SMOKE ALARM I l\\1�K SMOKE ALARM £ m D A o a ®18 AWG F$ O n :E w o =n 7 g m z SOLID WIRE E A I CTF I 2/19 01 m m £ m 0 F pooao0 r O BLACK I N.O. WHITE 2 J a c c cc INCOMING POWER oi.ANK F2 ON LLC J 4 ooaoc ,/-TO N.C. BELDEN 22/2 ALARM WIRE ,/-TO Fl ON LLC 5 000 0o O '- N '- O N/—N COMMON TERMINATE ON ALARM BLOCK 5 [ALARAALARM N.O. 00 000 6 7 00 a ao COMMON N.O. BLANK N.C. COMMON N.O. BLANK N.C. COMMON N.O. BLANK N.C. #4 FAIL RECTIFIER MODULE #3 FAIL RECTIFIER MODULE #2 FAIL RECTIFIER A.C. FAIL RECTIFIER MO #1 FAIL NOTES 1. ALARMS WILL OPEN IN ALARM STATE (UNLESS OTHERWISE NOTED). 2. WHEN DOOR IS OPEN. DOOR ALARM WILL BE IN -OPEN- CONDITION. 3. ALL ALARM WIRE TO BE 22CA SOLID. 4. CONNECT ALARMS TO RIGHT SIDE OF '66' BLOCK, ALARM BLOCK AL c N u .. ALARM BLOCK g000000 A I CTF I 2/19 01 I UPDATED PER NEW DWG, STANDARDS COMMON 10 pooao0 a a p p p I N.O. LAPP RYI DATE I 2 J a c c cc UNDERSTANDING THAT ANYONE oi.ANK pa 000 J 4 ooaoc �b �^ 0 1 0 N.C. 00000 4 5 000 0o O '- N '- O N/—N COMMON 00000 5 6 0 00 0 o N.O. 00 000 6 7 00 a ao CUSTOMER: BLANK CM pp o0 0 7 g 00000 LOW VOLTAGE WIRING N.C. 00000 8 g 00000 TOLERANCE: ACI 00 oao 9 DATE V. HASSELL. BACKUP FAIL 02 CHK. BY: 10 10 0 0 0 0 0 10/5/99 ENG. BY: 0 0 0 0 0 0 I/ 00000 I 10/5/99 APP. BY: 11 p oc 000 12 00000 SHEET NO.: POWER /p 00000 12 iJ 00000 REV: FAILO p00000 iJ 14 00000 74 0 oa o 0 0 15 0 0 0 0 0 15 o c o 0 o a 16 o p o p o 16 0 0 0 0 0 0 17 0 0 0 0 o GENERATOR i7 0 o a o 0 TROUBLE 18 78 0 0 0 o p O a 0 0 0 19 0 0 0 0 o GENERATOR 19 0 0 0 0 0 RUN 20 20 a pp apc 21 0 0 0 0 0 WAVEGUIDE 21 0 o O o 0 22 0 0 0 0 0 _ PRESSURE p o 0 0 o a 22 23 o 000 o TOWER SIDE 2J ao 00 0 24 0 0 0 0 o LIGHTS FAIL 000 opo 24 25 0 0 0 0o TOWER 25 00000 26 0 0 0 o p a BEACON FAIL p o p O o p 26 27 0 0 0 o a TOWER STROBE 27 0 0 0 0 0 ?8 0 o a o 0 o FAIL 000000 28 29o a o 0 0 BLANK 29 p a o p a 30 0 0 0000 000000 JO Ji 0000a ITA V3 it apa,�c J2 0 00000 0 oc o0 0 J2 JJ o 0000 TTA V2 JJ ao oao 34 0 0000 o 0 0o po 0 J4 J5 p a p a o TTA VI J5 D a 0 0 0 J6 0 00caa aoaopc J6 J7 0 0 000 o TTA OMNI J7 00000 38 00000 o 000000 Js J9 o p o0 0 o TSS MAJOR J9 00000 40 0 00000 opo 000 40 41 a o a p a o TSS MINOR 41 0 o a p p 42 0 0 0000 0 00000 42 41 o 0 0 0 0 o FIRE SUPPRESSION 4.7 0 0 0 0 0 44 p a a a p a DISCHARGE a p p O p p u 45 000000 45 0 00000 46 p p p a a a 46 p a p o a O 47 nj __ a7 p p O a 0 CJ i, Ll ill' •I. ._. _ _ _ _ c a 48 49 0 000 o p l I 49 00000 0 50 0 0 0 0 0 o -- 50 ENGINEER SM '\ AL c N u .. �c A I CTF I 2/19 01 I UPDATED PER NEW DWG, STANDARDS vGH 2 79/01 JR -VI BY I DATE I DESCRIPTION LAPP RYI DATE I ENGINEER SM '\ AL c N u .. �c ro ^. THISiS6A9i'IRG ,IS`-gE CONFIDENTIAL PROPERfi -PND CONTNNS TRADE SECRETS OF CELLXION• LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION• LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE �b �^ 0 1 0 OI � N v cc: O 0)E N 8 0 C l O $ N.O To I U c fR M C O '- N '- O N/—N O x J 00 _ N OD N U L N 3 O Ln > 2 � N > h m CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0,• X 20•-0• CONCRETE SHELTER LOW VOLTAGE WIRING FILENAME: MXT04 SNXT045-1 SCALE: TOLERANCE: N.T.S. DRWN. BY: DATE V. HASSELL. 1015199 CHK. BY: DATE: V. HASSELL 10/5/99 ENG. BY: DATE: K. aa4RN_E7 I 10/5/99 APP. BY: DATE: B. ROG£RS 1015199 SHEET NO.: IPART NO.: J-1 DRAWING NO.: REV: ,NXT04 A ITEM NO. MATERIAL CLIST DESCRIPTION PART NO. 1 CABLE TRAY SIZE VARIES VARIES 23 8" X 2" LAG SCREW 164263 3 'r6 X 1 1 4" GALV. SCREW 168022 4 5/8" SPRING LESS TWIRL NUT 168048 5 5/8 1SQ. YELLOW ZINC WASHER 510012 6 5/8 HEX YELLOW ZINC NUT 510013 7 HANGING BRACKET510011 8 5/8" ALL -THREAD CAP 510021 9 5 8' ZINC PLATED ALL -THREAD 168025 10 3 811"X 2 1/4' BOLT 510010 11 STRAIGHT CLAMP 510010 12 3/8 ' X 1 1/2" BOLT 510002 13 CORNER CLAMP 510002 14 1 4" X 2 1/4" J -BOLT 510004 15 3 8 FLAT WASHER 168038 16 WALL ANGLE SIZE VARIES VARIES 17 3/8" HEX NUT 168039 18 WALL S -CLAMP, 510014 19 CLOSING BAR VARIES 20--T/'4-'X 1FENDER WASHER 168052 21 f'A4R1 E AL)u ER FLOOR BRACKET 51007d 22 SLEEVE ANCHOR, 5 16"X1 1/2" 168055- 23 24 25 NOTES: 1. PARTS AND DETAILS SHOWN ARE TYPICAL. SOME PARTS AND DETAILS MAY BE OMITTED FROM SHELTER. 2. CABLE TRAY FINISH, SIZES AND LOCATION MAY VARY. REFER TO CEILING VIEW, INTERIOR ELEVATIONS AND/OR ITEM LIST FOR LOCATIONS AND SIZES. 3. HANGING BRACKET ASSEMBLY MAY VARY IN LOCATION. 4. CLOSING BARS ARE USED TO TERMINATED CABLE TRAY RUN AS REQUIRED. ENG�I+EER 7-7 5� 11�, 4 P 20'-0" [240"] 4„ GRADE �* ^I A O N u O I O r ------------------------------ OPTIONAL REINFORCING BAR SIZE GRADE LAT/LONG SPACING #3 40 9" C C #4 40 16" C C #5 40 18" C C #3 60 10" C C #4 60 18' G C #5 1 60 1 18" C C I I 4" X 8" X 1/4" +-KOROLATH BEARING SHIM TYPICAL L---------------------------- ---4 1 #4 CLOSED STIRRUP1 ® 18" C/C l I 3" CLEAR MINIMUM I J SII (2) #4 REINFORCING 12" C/C T7 3" CLEAR MINIMUM 11 1 CONTINUOUS 6X6XW6.5XW6.5 WELDED WIRE FABRICr1iI-�I--Lr -,�_4.4 iLr +T11r _ 1 1-1-~r- -------------------- IIiI II II 'f -1 A SLAB FOUNDATION SCALE: 5/16"=1'-0" I,�IJININLUIIVIy ULIAIL FRONT SCALE: 3/16 = I " -- 1 " CHAMFER TYPICAL PERIMETER 6" NOTES: NAL 1. WELDED WIRE FABRIC OR OPTIONAL 5 ISTE REINFORCING BAR MAY BE USED AS AVAILABLE. SEE CHART FOR SIZE, GRADE, AND SPACING 0 REBAR. I 2. * = 24" MINIMUM, BUT MAY VARY AS REQUIRED PER: LOCAL CODE, FROST LINE, SOIL BEARING CAPACITY. 3. FINAL FOUNDATION DESIGN IS THE 6X6XW6.5XW6.5 RESPONSIBILITY OF THE SITE CONTRACTOR. PERIMETER BEAM SECTION "A—A" BUILDING BUILDING 1" X 2" UNC BOLT 8 REQ'D. PER BUILDING 12" X 12"X 1/4" TIE DOWN PLATE 4 REQ'D. PER BUILDING FOUNDATION o O Q 0 O� 2 REQ'D. PER PLATE 3/4" X 4 1/2" CONCRETE ANCHOR 4 REQ'D. PER BUILDING U I,�IJININLUIIVIy ULIAIL FRONT SCALE: 3/16 = I " -- 1 " CHAMFER TYPICAL PERIMETER 6" NOTES: NAL 1. WELDED WIRE FABRIC OR OPTIONAL 5 ISTE REINFORCING BAR MAY BE USED AS AVAILABLE. SEE CHART FOR SIZE, GRADE, AND SPACING 0 REBAR. I 2. * = 24" MINIMUM, BUT MAY VARY AS REQUIRED PER: LOCAL CODE, FROST LINE, SOIL BEARING CAPACITY. 3. FINAL FOUNDATION DESIGN IS THE 6X6XW6.5XW6.5 RESPONSIBILITY OF THE SITE CONTRACTOR. PERIMETER BEAM SECTION "A—A" BUILDING 1" X 2" UNC BOLT o O Q 0 O� 2 REQ'D. PER PLATE u y C I N0 w.0 MIU c y _ c 00 N O 12" X 12" X 1/4" x J 0003Q) TIE DOWN PLATE 3/4" X 4 1/2" CONCRETE ANCHOR M y O O •N 0 O 1 REQ'D. PER PLATE > 0 m CONNECTION DETAIL SIDE SCAIF: 3/16 = 1" Ev 4. SLAB TOLERANCE IS t1/4" 5. ADDITIONAL ENGINEERING REVIEW IS REQUIRED IF THE SHELTER FOUNDATION IS PLACED ON SOIL WITH A BEARING CAPACITY LESS THAN 2000 PSF. 6. ALL REBAR TO BE GRADE 40 MINIMUM UNLESS OTHERWISE SPECIFIED. 7. W6.5 AS SPECIFIED FOR THE WWF HAS 0.288" DIAMETER. 8. WWF IS 60 KSI MINIMUM. 9. OVERLAP SPLICES ARE ALLOWED FOR REINFORCING BAR, USE 18" MINIMUM LAP. 10. ALL REQUIRED TIE DOWN PLATES, SHIMS, BOLTS, AND ANCHORS SHALL BE PLACED INSIDE SHELTER PRIOR TO SHIPMENT FROM MANUFACTURER. THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20"-0" CONCRETE SHELTER FOUNDATION PLAN = 1 "' o O Q 0 O� 0�:oN0) u y C I N0 w.0 MIU c y _ c 00 N O x J 0003Q) N e ° M y O O •N 0 O u1 > 0 m CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20"-0" CONCRETE SHELTER FOUNDATION PLAN = 1 "' t�7--111 8"R MINIMUM-/ AL COMPRESSION TAP (TYP) #2 STRANDED I COPPER #2 STRANDED GREEN COPPER WIRE PLASTIC CLIP 24" C/C TYPICAL DETAIL "G 1 " N.T.S. 1. ALL HALO COMPRESSION TAPS ARE TO BE ORIENTED SUCH THAT C—TAP CONDUCTOR RATING IS VISIBLE. 2. THE MATING SURFACES OF ALL PAINTED EQUIPMENT, ANODIZED CABLE TRAY, ETC. TO BE GROUNDED MUST BE SCRAPED TO BARE METAL; DEOXIDATION COMPOUND MUST BE USED ON ALL BONDING CONNECTIONS. 3. ALL HALO C—TAPS IN CONTACT, OR POTENTIALLY IN CONTACT, WITH EMT CONDUIT ARE TO BE TAPED WITH GREEN ELECTRICAL TAPE. 8"R MINIMU #6 STRANDED COPPEF COMPRESSION TAP (TYP) DETAIL "3 N.T.S. STRANDED GREEN PER WIRE PLASTIC CLIP 24" C/C TYPICAL )1 PLASTIC CLIP 24" C/C COMPRESSION TAP (TYP) #2 STRANDED GREEN COPPER WIRE #2 STRANDED COPPER WIRE DETAIL 1'33" N.T.S. I� U r DIAL ,,-�NGINEIIR SEAL c• y - 4- OF O c F eA ..HILL\P THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEIVING OR OTHERWISE OBTAINING il POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE c� Oi` 0 O � v O NI_ n c I N o I —$ o.0 ro U C NO 00 avor O'er N N O O x J 00'= N OJ N n \ i 0 c T N U" .R U7 q > N 0 m CUSTOMER: NEXTEL PARTNERS PROJECT: 10'-0" X 20'-0 CONCRETE SHELTER GROUNDING DETAILS FILENAME: NXT04 SNXT047-1 SCALE: TOLERANCE: N.T.S. DRWN. BY: DATE S. AIAR77H S 14 00 CHK. BY: DATE V. HASSELL 7114100 ENG. BY: DATE: ' X. EiIRNE7 3i14'00 APP. BY: DATE: B. ROGERS J114100 SHEET NO.: PART NO.: 7-1 DRAWING NO.: REV: NXT04 A GENERAL NOTES: 1.) ALL STEEL FABRICATION AND INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL AND AWS 01.1 SPECIFICATIONS. 2.) ALL WELDING SHALL BE MIG TYPE WITH THE FOLLOWING OPERATING SETTINGS. WIRE SIZE -----------------------0.35 WIRE FEED SPEED (in/min)------------5 VOLTAGE, DC (+) ------------------18.5 AMPERAGE. DC --------------------140 TRAVEL SPEED (in/min)--------------10-12 SHIELDING GAS --------------------7S/25 3.) STRUCTURAL STEEL SPECIFICATIONS: STEEL DECK AND COLD FORMED SHAPES ASTM A446 GRADE D STRUCTURAL SHAPES ASTM A36 HIGH STRENGTH BOLTS, ASTM A325 OTHER BOLTS, SAE J429 GRADE 5 STRUCTURAL TUBING ASTM A500 GRADE B 4.) ALL CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (A.C.I.) BUILDING CODES 318 & 211, AND ASTM STANDARDS C-172, C-31, C-39, AND PROVISIONS OF C-94. 5.) ALL PRECAST STRUCTURAL LIGHTWEIGHT CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. 6.) ALL REINFORCING STEEL BARS SHALL BE DOMESTIC, NEW BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 SPECIFICATIONS. 7.) CONCRETE COVERAGE OVER ALL REINFORCING STEEL SHALL BE A MINIMUM OF 3/4". 8.) ALL REBAR SHALL BE TIED 1007 AT THE PERIMETER, AND 50% ELSEWHERE. 9.) ALL REBAR WIRE TIES TO BE 16 GUAGE. 10.) FIBROUS REINFORCED LIGHTWEIGHT CONCRETE MAY BE USED IN THE ROOF AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. FIBER REINFORCEMENT MAY BE USED IN THE FLOOR IF DESIRED. IN ORDER TO MAKE BATCHING OPERATION MORE EFFICIENT. 11.) CELLXION CONCRETE EQUIPMENT SHELTERS ARE DESIGNED TO CONTAIN COMMUNICATION EQUIPMENT AND ARE INTENDED TO BE UNMANNED. 12.) WELD PLAic CONNECTIONS SHALL BE SPACED Al 4'-6' MAXIMUM ON THE FLOOR AND ROOF PANELS. THIS DIMENSION SHALL BE MAINTAINED EXCEPT IN CASES WHERE OPENINGS PROHIBIT. 13.) TOLERANCES SHALL BE AS FOLLOWS: PANEL THICKNESS PANEL SIZE — t1/16" PANEL SQUARENESS — t1/8" AGREEMENT ON DIAGONALS LOCATION OF BLOCKOUTS & PVC'S — BLOCKOUT DIMENSIONS — +1/4", —0 - PVC SIZE — USE TRADE SIZE AS LISTED ON PROJECT DRAWINGS 14.) SECTIONS & DETAILS MAY BE FOUND ON THE FOLLOWING SHEETS. GENERAL: THESE REBAR SIZES AND SPACINGS REPRESENT THE MINIMUM AMOUNT FOR ALL CASTING PLANS. PROJECT DRAWINGS MAY REQUIRE REINFORCEMENT IN ADDITION TO CELLXION STANDARDS. ROOF PANEL: #4 (SHORT AXIS) 12" O.C. AND J4 (LONG AXIS) AT 18" O.C. WALL PANEL: #4 AT PERIMETER AND 4x4—W4xW4 MESH THROUGHOUT. WALL OPENNINGS: SEE DETAIL P & Q (SHEET N0. 6) FLOOR: (2)-1{6 (SHORT AXIS) EACH RIB, $6 (LONG AXIS) EACH RIB AND AT PERIMETER. DECK: 4x4—W4xW4 MESH. WELD PLATES 1/4"x3"x3", A36 STEEL - SEALANT APPLICATION STEP 1. URETHANE SEALANT REQUIRED ON ALL JOINTS. STEP 2. ROOF MEMBRANE APPLY SEALER TO ROOF PER MFG. DIRECTIONS. USE 1 GALLON PER 70 SO. FEET. STEP 3. APPLY AGGREGATE SEALER TO EXTERIOR WALLS. USE i GALLON PER 200 SO. FEET. ISOMETRIC VIEW Ib! :11, -i A CTF 2�19/O1 UPDATED PER NEWO DWG. STANDARDS VGH 2/19 Oi EV BY DATE DESCRIPTION IAPP.BYI DATE THIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION, LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE RECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ff5 CONFIDENTIAL NATURE B o00 ^ O 0 W N E CCN m o I 0 M C 0 7 CN N C0 X J Do U Ib N U X 0j 0 Lo O DO I CUSTOMER: NEXTEL PARTNERS PROJECT: 10"-0 X 20'-0" CONCRETE SHELTER STRUCTURAL SPECIFICATIONS ORW$ MAR N. I DATE:1/23/99 SO -0 NXT04 I A NVVr IINJtNI F'LAIt 11j P/N 223000 1 • ° d OI d URETHANE SEALANT 1 /4"X3"X3" (SEE WELD PLATE DETAIL) WALL INSERT ANGLE P/N 222000 WALL PANEL WALL INSERT PLATE P/N 223100 GROUT URETHANE SEALANT FLOOR P ANGLE COATING COVE MOLDING S\'sSk •• NAIL Iv 1 4" 2" R -MAX TSX 8500 INSULATION 7/16" ORIENTED STRAND BOARD -FRP 1/4" X 3" DUAL HELICAL THREAD CONCRETE SCREW 15 PER SHEET 7/16" ORIENTED STAND BOARD 1 1/2" R -MAX 8500 INSULAT ION END PANEL FRP 00 0 IV c \ 1/4" X 3" DUAL HELICAL • CL ' THREAD CONCRETE SCREW ,0 C N o O'5 N N O I / 15 PER SHEET / SIDE PANEL ° 7/16" ORIENTED WALL END ANGLE DUAL HELICAL CONIC SCREW / STRAND BOARD 3/16" 3" 1 1/2" R—MAX TSX 8500 - FOAM BOARD INSULATION WALL INSERT PLATE P/N 223100 a WALL INSERT PLATE MINIMUM 3/16" 3" 1 1/2" R -MAX TSX 8500 TYPICAL 3/16„ 3° WALL END ANGLE P/N WILL VARY / 1/4"x3"x3" WELD PLATE1/4" X 3" X 3" ''',. y :; ;'• ':/ , SEE WELD PLATE DETAIL WELD PLATE • ; d; `,.,, . WELD PLATE VINYL BASEBOARD . END PANEL SECTION "F1" GINH 00 0 IV c \ z �, a • CL ' FRP ,0 C N o O'5 N N O I O x n1U 10 SECTION "F1" SECTION "F3" 00 0 WALL/ROOF CONNECTION 0 N O WALL/WALL CONNECTION y C I NO y M 1 U FRP ,0 C N o O'5 N N O WALL INSERT PLATE O x n1U 10 WALL END ANGLE DUAL HELICAL CONIC SCREW MINIMUM 3/16" 3" / 7/16" ORIENTED - STRAND BOARD ° WALL INSERT PLATE MINIMUM 3/16" 3" 1 1/2" R -MAX TSX 8500 FOAM BOARD INSULATION / 1/4"x3"x3" WELD PLATE1/4" X 3" X 3" ''',. y :; ;'• ':/ :': 1/4 X 3" X 3" SEE WELD PLATE DETAIL WELD PLATE • ; "''N ', `,.,, . WELD PLATE VINYL BASEBOARD . .' :` y ,; r / I MINIMUM 3%16" 7 1%2" MINIMUM Kol yy p a. 3" EPS FOAM INSULATION VINYL FLOORING 3/16" 3" MINIMUM ..I:`1. SECTION "F2° WELD PLATE DETAILS WALL/FLOOR CONNECTION FLOOR PERIMETER •i ; ;; ANGLE , E ,_ i, ;' I. ; IHIS DRAWING IS THE CONFIDENTIAL PROPERTY AND CONTAINS TRADE SECRETS OF CELLXION. LLC. ANY USE OF THESE DRAWINGS OR THE INFORMATION CONTAINED HEREIN FOR ANY REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY CELLXION, LLC. IS STRICTLY PROHIBITED. THIS DRAWING HAS BEEN DISTRIBUTED WITH THE UNDERSTANDING THAT ANYONE :ECEMNG OR OTHERWISE OBTAINING POSSESSION OF IT WILL BE EXPRESSLY NOTIFIED OF ITS CONFIDENTIAL NATURE. z 00 0 u 0 N O 'u y C I NO y M 1 U 1 ,0 C N o O'5 N N O O x n1U 10 U 3 W= O O O O ED CUSTOMER: NEXTEL PARTNERS PROJECT: f0'—o" X 20'-0 CONCRETE SHELTER FINISH DETAILS