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Plans - - • OFFICE COPY . j F ORMNG DIRECTIONS FROM VENZON OFFICE. SITE NAME Fg; THIS DRAWING IS COPYRIGHTED AND IS I • DEPART 5430 NE 122ND AVE, PORTLAND. OR 97230 ON NE 122ND BLVD , PECAN ",' SW. , CINDY ANDERSON X;5 THE SOLE PROPERTY OF THE OWNER. IT 1 �I wireless [NE 122ND AVE[ (NORTH) 02 MI - SRE NUMMR; 10, OR 97223 r I 10 - PORPECAI -V; 503 639 6036 IS PRODUCED SOLELY FOR USE BY THE i VERIZON WIRELESS BEAR RIGHT (NORTH) ONTO RAMP 0 2 MI 1 -205 SOUTH MERGE ONTO 1 -205 [EAST PORTLAND FRY[ 3010 I ADDRESS; LARRY OR CINDY ANDERSON ; O WNER AND ITS AFFILIATES. ' R RIGHT (SOUTH) ONTO 210 03 MI T -64 WEST/US-30 WEST 11355 Sw no STREET ( 5430 N.E 1 22nd AVENUE BEAR BEAR RX;HT (WEST) ONTO 1 -94 [US -30] 5 1 M TIGARD. OR 97223 I s PORTLAND, OREGON 97230 • TURN OFF ONTO RAMP 0410 1 -5 SOUTH APPLICANT/ IP'SSFF OPERATOR(; RTRaES JLNT'S REPRLSFI4TATNE ; REPRODUCTION OR USE OF THIS DRAWING . PHONE 503 408 3434 F. 503.408.3489 AMERCE ONTO I -5 7.4 VI VERIZON WIRELESS FAC0ITIES, INC [ AI 1 -5 EXIT 291, TURN OFF ONTO RAMP 0 3 W SR -99W dbo VERIZON WIRELESS CORPORATOR 4520 SW WATER AVE, STATE 202 SUM BAR VERGE ONTO 5R -99 [BUR & 1.4 W 5430 NE.122nd AVE. PORTLAND. OR 97239 AND /OR THE INFORMATION CONTAINED IN I , MN TURN LEFT (SOUTH) ONTO SW M ST 0.3 YI 3 3434 FAX AX 503 97395458 IT IS FORBIDDEN WITHOUT THE WRITTEN 146 ;� TURN ROHR nun (N ONTO SW ST 1 2 MI ' PHONE 503 FAX 503 408 3489 CONTACT. 13.54 PRUSW ■ ARRIVE 11355 SW TURD ST. wax OR 97223 CONTACT JOE A PERMISSION OF THE OWNER. SUMMARY PROJECT DESCRIPTION; t TOTAL DISTANCE: 20.8 MRCS LENGTH OF TP. 32 MINUTES EZON TILESS CORP. PROPOSES TO CONSTRUT. OPERATE AMT WTNTAN AN verq w i re ie s . T HOAT BE S L Y. THE A 01. W CO 1 A PREFAATED EOEQUIPMENT SHLTER. (PPROX. 240 S0. FT). IISTAILED ON CO CONETE ETE F WNDATN BEAMS AT AT SRADE. AND D 60 A 60' SELF SIIP PORDT O TOWER WITI ANTENNAS FOR COMMUNICATORS. THE SHELTER WILL HOUSE RAO, . ELECTRNA. AND POWER EQUIPMENT THE PROJECT ASO INCLUDES HALF STREET 61PRENEMENTS NO LANDSCAPING AS REWIRED BY THE CITY OF TIGARD Al FC . JURISORO 1 PARCEL HIRA ICN; RCAI UM ITY, '! DRIVING DIRECTIONS 80269916 an o f T OAHO PGE i PROPRIETARY STATEMENT Wi i ___ . �.__, . _._- --- •- --- '-- ..._--- �- .,.— _�.. -- - ' 503 736 5450 SITE NAM JFJ.tmt�. FIRE OFPARTMEN o� - -_ ___._�.—_ -.._ —_ w raEOOM OUTSOIl G mt. TUALATN VALLEY FOE a RESCUB:ITY OF WARD 503 - 1290 503612.7000 i THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT Wireless PECAN THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO Water v , Inc. Suite 57iE TYP PAR WO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN 4520 S.W. Water Ave, Suite 202 CODE INFORMATION ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW 1 ! Portland. Oregon 97239 299iNG CLASSIFICATION, RAs 111 BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES II SITE I ( OR MODIFICATIONS THEY MAY IMPOSE. E SITE NUMBER: NOOK COIF i I PB ASSOCIATES PORTLAND PROPERTY ACREAGE. 1 ACRE PORPECAN -CV1 j ° `L M A '°'� DATE ' p B AREA: 240 SO FT. g CONSTR V - N h V - HOUR • SW TIOAFD j , i l AN sr ME LATITUDE & LONGITUDE / i WION IMF TELECOMMUNICATIONS I ;� °NmM. ®,� COORC64ATE DATA i E FXCAVATON J _^ (PROViE D BY WFl) g A ;. I NAD 68 I 1 OAR LAT - 45269268' N LONG - 1224733. W N 14440501 PTELNARNARr ZONING COMPLIANCE. ELEV.- 209.00 1$T NAM 66(96)) j l CAC L1IY 6 LORAN= AND NOT FOR HUNAN HABWT10N. I 1 1171 FUYL EZONING zoc I • VICINITY MAP PROJECT SUMMARY APPROVALS ` za+Nc REVISED • - _ ._ ------ - _.-. �__; 27uuto2 REVELED ZONING i 01J1.11O2 CONDOMS OF APPROVAL REV. A/C AR C t M MOmnlw 4 AXLE I 21A111303 CO REVIEW SET AEU AOTA&E Kai maraca L AND LEGAL DESCRIPTION PROVIDED BY NW. GEOTET]I•. 181 5EP 1103 CO SUWON. SET AiT NOW FIRM RCM WTI KUL HALM ABPiE SEA LEVEL 1 WANUFAC00m1 8EG01MNG AT THE NORTHWEST CORNER OF THE JOHN L HUUN DONATION � ft /ARCM m TT )X FOR IRS TWA • AT LAND CWM NO 54. W SESSION 34. TOWNSHIP 1 SOUTH, RANGE 1 WEST. ASN CENTER 100E i . 1 OF THE WW ME AMETTE RIOA N. WASHINGTON COUNTY. OREGON. AND I T -1 TIRE SHEET =IC MEI WTOGLS INC All RUNNING THENCE SOUTH 502.44 FEET TO A POW; THENCE. SOUTH 8441' NC I 1 I EAST 3789 FEET TO AN RON PPE. THEE SOUTH 2420 FEET TO AN ECG DALLOIC ax FLOM SW N NORTH a RAE I IRON PIPE, SAID IRON PEE MARKING THE TRUE PINT of BEGNNINC -oF C -I OVERALL SITE SURVEY. LEGAL DESCRIPION. BWNDYN MAP 7 NA NAT APP RBLL TAPS DESCRIPTOR: THENCE CONnNU APPORC SOUTH 259.21 FEET TO NT DI Ins we TO SCALE THE CENTERLINE OF S W WARD AVENUE; THENCE ALONG SAO CEMERDIE. I QC CLDx 'Q SOUTH 89'S1' CASE 190.90 FEET TO A POINT. THENCE NORTH 258,45 FEET OR LVI D.C. CN CENTER ! a �'✓ I TO AN IRON PIPE; THENCE NORM 69'41' WEST 19090 FEET TO THE TRUE A A ' L -1 STREET TREE PLANTING. LEASE AREA LANDSCAPE PLAN. DETAILS CRC. CONCRETE CPC.. OPENING I POINT OF BEGINNING , CO16T. C016IR cricw EPP OPPOSTIE I _ ') REVlSb115 CCM � SUBJECT TOE STATUTORY POWERS AND ASSESSMENTS OF THE MOOED ' AR -I TREE PROTECTION PLAN ELEVATIONS GTE PL PROPERTY LDE D RE VL40N - ( S EWAGE AGENCY. R1GNTS Or THE PUBLIC IN MAD TO THWT PORTON OF THE ; i OBI. ODOUBLE PPM PLWOOD PREMISES HEREIN DESCRIBED LYING WITHIN THE LIMITS OF SW TIGARD • i p1 09DECO3 SOUND WALL • OM. F DOUBLER PR PAN KEY NOTE - AVENUE. •. A - SITE PLAN. ENLARGED SITE PLAN RIG PROP PROPERTY •� P A -2 EXTERIOR A 22111104 TOWER WOVE • ON DOWN PT PRESSURE TREATED e D pi A -3 CONSTRUCTION DETA05, SITE WWM GENERAL NOTES 011. DM I �'L ME DETAIL �F�,a� } LEGAL DESCRIPTION DWG MENG REIM REWIRED A- • q - -- - - - - - - - - - - - - . -- - . - - .. _ A -4 ANTENNA DUALS. WIDOW NOTES I 0 I_ • FDA ROOM ' v?, E DST R0 RRFN OPDOC Y; k,r E A EACH 6 ELEVATO PROJECT DESIGNER L SURVEYOR E -I GROUNDING DETAaS, GROUNDING PLAN El.. ELM ELEVATOR S SWTN R a ITRICE y,•� - N d MET ^ SOLD SCHWA/ E - 2 ELECTRICAL NOTES & DETALS 1 ( SIZE NAME � '.1; V , V- PB ASSOCIATES NORTHWEST 6'E01ECR1 l • Ea EPA WENT WET v 208 S.W. STAIR ST, SUITE 602 9120 S.W. PIONEER COURT P A IV EX OmT1YG SQUARE TON 100 ROAN HUMBER } at PORTLAND. OR 97204 wa50HALLE. OR 97070 , (' TEL 503 229 1840 TEL, 503 682.1800 EU 00@01 SS STARLESS STEEL A,7 - 1 . .'• . FAX 503.229.1878 FAX: 503 682 2753 STL STEM FIN mist STRIC STRUOURN. SUS SUS 17 _ _ SE ' � ^= CONTACT JOHN CRAG CONTACT TOR G0S8104 f SITE NUMBER '. FLUOR FLUORESCENT FIR FLCCR FT. root MO NM:II - \, FOUNDATION ENGINEER GEOTECH INVESTIGATION �PP(�/P.1') PORPECAN-CV1 _• ,,,, „ • ......... PORPECA N ROHN NDUSTRIES, WC. GEOSTANDARDS OM TPDLD Ca CADGE TIC. TOP OF CONCRETE ELEVATOR WARS Condi t CAW GMVMmgD) I M TOP STEEL A P •,' 1225 NW HURRAY BLVD, SUITE 102 vondi aon.At4y�4PPEOVed , l • f (d°B NUMBER I ( W H I R Q GENERAL UNMATED BC OP WPM PORTLAND. OR 97229 • .. • .! I • � OMNI BY: JC MO GRoLe0 11 .i �y�..� 2O�2 GAB Canna VII BOOM UGC ;Motu BALDING SITE P TEL FAX 503 O R . 71ll �jr r.11r . /, CHEOIOD BY: PYB ' I C ERK ` 1viAr3y� I I W LOUE OSW[GO CON TACT CONTACT BOB eoe BURNS $A8 I Ae 8 �( ) 11355 S.W TIGARD STREET M2. N01$ONTM UL W LA8 DE ft r to. Follow • H N ATII A uNO onorATSE �;== 7 P. ' TIGARD , OR, 9 7 2 2 3 AT. CLARET n EiIING /No • AI COMMAF' VERT NRIFAL IN. 140i WF VERIFY N RAD • L '>r'•I 1� ,A /�A ,D>..1rT r�.rs�ID A SHEET TIME • IWO L B� e• • • iI :1 ::1J -lt" - r HEST TITLEOE COP NT RITELDOR N w/ WITH - . IBIS) POMO) WEN wONEKII ABBREVIATIONS AND SYMBO!.S S ITE. LOCATOR MAP ' .. STALE N 1 CON SULTAN T TEAM , • SHEET INDEX ( HUMOR _______ _ _ — ___ _ �. -1 F 5/8' IRON ROD c - - 1 W/ 'ALPHA INSCRIBED . , . - E %. ELECTRIC VAULT ALPHA ENGR.' - .'`:: "' •; ,, I --- _ _______ - - _ - _ S B --- E. _____ -_ ___ PLOD. 1/Y IRON PIPE , h •J EX. CHAINUNKI , 1-,..- 1 ' id 4 w 1 E %. 24' DA. FEFf@E -. � I 1. 1 • ^ ;' I 1 8 VER3350 I ZONs WIRELESS SE CONIFEROUS TREE 1 ` ' : a • ':�• 1 ; -• -. I coNIFE IX ROUS • TR� - -_ I , i c . _ N - 161st AVENUE - EX 24' DIA. ` • �, �,L I TUKWILA, WASHINGTON 98052 I CORIFEROUS-1RP.E_ - •' ' 1 EX. GARAGE - - - 1 PHONE: 206.603.2817 FAX 206.603.2888 - c 4iF 6 T AE - • ' I _ _ a ifa •` 1 - - '- • I CURVE R MAGNETIC NORTH REGISTERED 1 EX /. 4; 4. l `� t Q '�` '`� 1 18 I. D ELTA LONG CHORO TRUE NORTH PROFESSIONAL ,- - ,- .- A. 3. ; , LX`GROVE OF S' _ "� - �4 :1 ' AND SU' ' R • , Y . -`6 ` " , � %-. _ :3,..-.-=-4-,7=,,j,;!4•;,-.1-',._-41', ; :'^:,,�' DEtiuulAio' ES - -- l; vy irF.. : - N - Cl C 169.02 9.42• 251'14' N 00'01'20' E 9.41 �-} t { ,�•Y _ i+ .`c - , - • i ?ii: __ - oPQ �z E A ' ^ z .:d1 `• 1 -�� OREG 2 I I ; . i:'_ j11,.1�L . ' . . � j a ..•.. 1.5.5 - - -''_ r ■ - - - -• -- ' rr •) ,�� " _ = 1 . 1 _' ' - I V ' 11. YARIQIEZ ;1 _''', _ ,, 04 �t't. { 1 , 9 � _1F"- , � ,,e ? •Y,. . PROPOS . : r. ' .�`- 'y ' 1._ - •'. \ { [: - LS+ I'ai! f. ''"!.e c �i.. _ . 7 - 1. 1 �__ a� ��_�� L5 2 536 1 I,. . , ° . x l i5 4,S. - - 110055 EASEMENT _ ! 4 1 - 4-,-",r" - .: � L ''• '' • t MAGNETIC NORTH F I r I ''� , t; ' )' .,3.:1 `•F:�' ?- +: I . � a . _ . ./ z `• \ TRUE NORTH 1 \ EXP. DECEMBER 31. 2004 1. 1 . - ;4 4 � C' rr lr - Ts 1 ;;' • ;' ' � >.r - J.- . ) I 1 T •` F , a , 1 f1 t r r 1 WeV1 e p ` E : ' ; - =i - g 1 the otHB1leader 1` I c •. - -1:. '.: i 1 ' EX HOUSE -- - `` 1' SHED ' ' , N ' � 1 1 Fi ... ; - ..i .- 1 ';1 , ,I•2: . '4 1 d 1 k 4 Ell ■ "a 1 I t . Yi. • i EIT.2' -3' Y:i •- \.�`. A i IN TELECOM OUTSOURCING • 5.) ' -� . ,,, ' , :r.' . ...,:: fir ' +r .l ' / - - RET(JNWC WALL, a ��. r� J:' ' • j i. = T. ` 1 �� __ t ; �� \ ; t 1 Wireless Facilities, Inc. G:° EL 0' DIA. ` 1---,'"'5, `iE A A i 4520 S.W. Water Ave., Suite 201E N i f ' ?l , G t 1 ' � ` �'CONIFEROUS`7R EE5 � � ` `.. \ - -- - -_ N 8856'57' W. 65.00' ■ E X . 4' WIDE GATE 1 9 r I - - -- -- - -- - -- - -- - Portland, Oregon 97210 0 Ex. sH ED i` 1 , - - r -- r f I - T - i 1 • 171 z 1 I Ir l s -- - - t 7 \ I E 24' DIA I �', �� },. I �/ F I CONIFEROUS TREE ` 1 1 , - 1' ;zi " / 1 ' i 1 i �_ " 1 ' 1 i / d PB ASSOCIATES PORTLAND • -- - I ° .:.- - �`` - 1 `: , 1'1 ' i TRUE POINT OF BEGN111NC I _ - ' `S , 111 ''\: •_ EX. C ATCH �t ` -- �` \ \,� \`` \ \ \ \�'`- _ -1 , ,, - :1• 7 a 3-.' , \ :,I.�. \ OF PROPOSED LEASE ANEA / BASIN ■ \ 1 1 _ ----------------------------------- 1 e I - - '' 1 t3�5 $W \`j10QLR0 ��1 ]IiAG2 �A' I A aF PROpo o ON BEGINN;NT • 1 'POLE -r•. . .. . � ' � ' \ `` 1 , - :. -,,:.. Y : • \ \\ F <: I EX 20' DI ' c �; �..5 1 fX. GRAVEL - - __ - ® IrAE NON • ----- ------ _ - DRIVEWAY, [--- y * ` : t = , 1 ;- ` \\ _ , - ,QoF11FERO TREES ___� _ �� ,n. _ ...f�C "' I ' �w�� IOIDm� ss gFt:z = 1 ` - ti ` - I I , ' ,, y _ e ` $ " .__ __- - : 7", 3 PROPOSED 30' x 65 G - �� _ 1 - ..R VERIZON LEASE AREA -�� gip,- d `t- -h' 1 1. { } _'' ��,.. _ • ._. ` -�. A 1.9 -- I :7 •< _ - - - - - - -.%__ _ • / a � ?' , 1 i`� �` 'I 6, 1' /��\ _t__-- • �„�. r� „ - - _ •� _ - - . Y ' . i ` N 01�6 'S8"'E1 -2 0 { ��/ L 1 " ' 2.. � `� - ` - ETC_ WATER -- - -- - -- � ' a° - -- r` AND I$TENIION AREA -- , t > - - - . 5.1 CONIFEROUS TREE - " - - Consulting Engineers 1 - -- --- ! .�.. - : _ � _ ` \ � \ i • t1 1.: -s' ' ' '� , z 321 $W 4th AVE. CI ____I -- 3 - 9ASIN_`-- 1)_______ it. - _ _ - 0126'58' 1202' °� ` 1 � ` ``` -I Ex 24' DIA 5 E 4th 228 Floor 3848 1 - -- E7tI CATCLi _ I _�: 1 _`•_= _ q, T WMFEROUS TREE J - ETER i • _ PROP 1200' wroE PORTLAND, OREGON 97204 1 _ __- _�____ -_ ln'! _ ,� \ EX. 71' - - _ --- • '' , , 1 ` 1 ` � VERIZON AGCS.F- ASEYENT (503) - i , ' '� CATCH BASIN LIB FND. 5 /8' IRO - I. _- i• - r.„sr "'a I EX 38' DIA , - .. - -7 S YPC INS T i. : 1 CONIFEROUS `d d .�1�� < • ` \ - • S o � - �• w �,49�--- ......--/ C CONI S TREE - • ) `,ALPFEA ENgT' • �.5 =.: i '. t - 1 - ` ` d = a�. N \ 888'13' W. -- - i p -' li , ;s '< ° - - - 2. --.. "� __ w. �� - ra`� - � I S 8818'44' E . 220' <;_ r - __.�.` ` qir - - _ - � - -- - - ::C i_Y �/ )L�. e'er y. - C, .!. _., ll f Y ;F• •- ,tom`' y _ �� - . t�'t ' ?,_;] rc � .,...r -. �'] �.i > 't. _ � ,-.='-,---,.-..1-,,,,-- �.�• -._ _ _ �. I I ,` '�,�, _f}, 5.i i _,,,.._ .�5 a. tLL,� � _ ..' - 5-...' AI:'.:i.:!. : � :. ; :z. _t � .. 4 -.s !i L, �r .�jl � J/1�� d ( ':J { I ,s T - F • k ra-. 1 e, -- " - �_ - - � fib `C : � �r -r .��tl .;- YL {>L ;y L -■ EX CHAINUNIC'F.ENCE li 1 5. 1 : / � -� a' �''�` _ Y `"� � - f / t � _ ; TOPOGRAPHICAL ' ` �� L n .. ` r 'r t 1` a i7 d r. � ' {y 1. r - .1 r �4;c- • D IA. DE71.. GROVE OF 5 j r 5 � ' fir _ ? - �. �. ; _.} 1� _ ✓4r - -. _ r.:_ S'! -y!r 7 L.. SI :�T k -)'�^ � .,. ".' , •C) + ` ` , ' � � ' lf I -y,� ----- i f0' DIA. DEgDb0U5_] - - - - V S � _ • 1� EC 1ELt`A VLF._ _ --- .�" ":u/?;.....; - -� II if 7LU- : c . c : T - I '- u_r, C%• FIRE HYD T _ A PP ' 5. i - - , . .. ,.. .EX CONCRETE SIDEWALK. IMP. - -- •+.��_��. • �•., . ..r.,- _ O SIT E PLAN ENLARGED SITE PLAN SCALE:1 • 2T O SCALE 1' = g • I 511E MANE I PROPERTY DESCRIPTION PROJECT INFORMATION SURVEYOR'S STATEMENT: - SURVEY NOTES VICINITY MAP LEGEND 1= C A N 2N■IG AT DIE Nn,HIEST Cowen OF M as L NOUN DOWER LAID CLAN In 51, N SEMEN 34, ToNENF 1 YAP SITE NAME: OWNER'S NAME: 05 RANGE I EST, OF TIE Ewan/ tEi®AN Iut9DIGTW COUNTY. OIEOOL AND MOO MACE SCUM 507.11 L NOD NOD IL MARINE/. A REWIRED LAID 9AAEYOL LONER THE I. THIS 6 NOT A BOUNDARY SODEM IT 6 WE'D EAD :T 10 A PONT; BNNICE SUM L9'4I EAST A =NC/ CF 3751 FEET 10 MI 101 PPE; MINCE STRUM 2420 FEET PEf.AI1 LARRY ! 00Y ANOEn5ANDERSEN STATE LA!S 6 OE00L DO HEREBY STATE DU7 THE NFONAIOL A SPEOM IOP001AA6AL / OEOOIATHOIAL ��--� LEASE ' ■TH DE PIXERTT .NES. EAS9E1173, AND ____ NI IRON PPE. SAD RCN PEPE MARING DE TRUE POT CF ffCmN1G 6 THIS CF°C HENCE C 0 101010 mMM SITE ADDRESS: IEA9URLIE 1:6115316. ECOD BODDARY ow; EAORS AND 91001 RLD A lRGRAPHIC 1' PROJECT NI NUMB/ 76014E OF 251.21 FEET m A PONT II 10 CE71IDL11E OF 511 TIGARD ASOIIF; DEICE RAC SAD comma SOUTH OWNER'S ADDRESS: �''"�'� 91� Ida AI BASED 1PO11 A FELD 9AAFT OLECIN S SHOO D 6565 DATA L004ID PROPERTY UK 11353 STA IIGATO STREET 4l EAST 5T A OSfNICE 1 19750 FEET m A POUT; THEN¢ NOM 25E45 FEET TO AM 1161 PPE; DUCE 110RIN TI IP01 IEI6 6 RIOIC REDOD. FURDElOFO1L EH[ LADME AID HID TEST 19590 FEET m THE TRUE PORT OF SODOM 1TIGARD. O1 97223 11353 SW TIGARD STREET lAlOi1DE AE AOOAAE m EiH01 iM ID102ORALLr AIO iMAT FR A OVER OF NO ENE DUE NOT - - - - PROPERTY UNE ��E�.`AN -C� ICAO. OR 97273 M 511E F1EYA7DAS01 ff 6 Ag2AA m ■na s]' YOf74Al1T. D[ 111010 74 1'E1IOIIAT 1111 REPORTS BAOI -IP 5 PRORn1Y CORMS 1.13 ACHES COUNTY: NO zo TAL DATIN LIDOIDNA A E N 7056 6 DE IIORM OOOBEMrs CF RECODL TN LOT 1FAPS AS E1L BO ONf S - _ - - - - F.cTACU WASHING-DM AREA OF LOT. AIEIBGW H 1510 IAD D) AND ARE EXAESYD AS OfOEES AS MTONATEN GADDED ND IONIDITS 5' 1.13 AGES IDL/IEU AID SEO Lm DE IEAIEST TOITH ff A ss SICCED), 71E FEW MO M: FEUD SUPEY. THE SOLVE 6 - - I .11:e NU1®ER I I IN HOUSE ZONING: Rrx wT1N emomT AE M TdlO ff ICAS AID DEIDI CD MO/1 FOR INS RACY OCES MOT Nn,.c SETBACK DRAM BT: PItE RCS ,E PROJECT AREA: m TIE T IEAASSr inoL rc T �� - -- CENTERLINE 201292 CHECKED Br. SRC GUARAXTEE OR ID MOD S.F lm AS 10 71E A1:111AL G71OI OF SAD ASSESSOR'S PARCEL # GEOGRAPHIC COORDINATES: BOOCeT L LE3 511E SW NORTH DAKOTA IENtE1ME 1 511E AdX 55 10259918 LATITUDE mITTLXAISCCB1� � ° - 'SO - taHram 11355 S.W. TIGARD STREET ACCESS EASEMENT DESCRIPTION 03MfAC®PNO310lIt PAIUDOI6,HIS TIGARD, OR, 97223 N 452N'1ES' HAD 83 YAP. D EIETOE. TIME KAY E70ST IIOIFD900 EDGE CF PAYf]1EI1T O O• MILIEU Cl SIE BUT NOT ROrwtm N es2113.1• MAD 27 N SW TIGARD ST LEASE AREA DESCRIPTION KCMG Al DE MNIINFST OMER OF DC 1001 I. 1100/1 1:01A1161 LAND 01.11110.3A. N Cl De YAP. ' • 1 Po•D+ POE SEMLER 31. 100191P 1 30104. MICE 1 EST. Or TIE wIAIETE IETmAN. WAVrATO =NM CEGOL NO EWIN0 DOLE SCUM 50244 FEET TO A PO/10 MINX SOIUM 6311%0' EAST A LDNOTUDE: CALL BFFC E mU LOS J C - GUY MIRE 218010 AT THE OOTTREST caws 6 M ow I. 100011 DOIATOI LAID OAN MO 54. N SCIIOI 31, MOW 1 CSTAI or 13.0 FM m AN 101 APP; DUCE s0UTH 2471. FIST m AN NON PPE, SAD 1201 • )22'4133.r HAD IS 3 CM THE FNAI VAMPED. SIDED ND DATED 1, .1111. MCC 1 ESf, 6 M: 110IIIIfE7E IEI03AIL 11A9O6TON CONTY, 0RFD00. AID w00NlG MICE 50.1111 50244 rASf UE 6 0 5AD PROPERTY AIQ O" 2 5 fMOVfIT; DENE�mfM O NOD � ST 0 NNMOE - T 0 A POET: THENCE MUTH 10•41173* EAST A DISTANCE 6 3751 FEET TO AN IBOI PPE: TIO E SO R 2410 FEET 1ELDO® P801CT 6 tsA t17f91t1G WN.PUT ■ uzlrso.r NA0 2 NO = 6 UCT 03ON01r n M LEGALLY W =SS EASE33DIIT. D LC SOUTH 012L EST AIOC TIE EAST 103E 6 SAD 1544 PROIRTI LA NO M M®Li AMY =MORAL 6EC000C 1032" A ® CATCH USN IRON PPE MM00D 71E IIORIIEISI COMER CF SID PROPERTY: DDICE SOUTH 07828' EST AMC 11C FAST EAST WC O' WINK LEASE AREA A DISTANCE CF 12.02 AFT: NONE SONN mew EAST A PROMO) m OA OOHS 6 TO E OONEEl® E it SAD POVERTY A MAKE 6 1303 FEET 10 DE PONT E TRUE NIDOOIN MME NAM greyer EST A =ACE 6 210 RFD 9D10E ALNC A TNIONT 1890 MOT PALMS CUM 10 DE WO GROUND OEM SOELT AS A OOA76T NO 5 MOT 10 E A WATER VALVE TAwE CF 15.03 FEET; DEICE SOUTH O262y' 113T A OLSE CC 30.00 0 FEET; DENCE C'IT termer :AST A , 1021001 A CENTRAL NCO If CT5t1P FOR Mat PET. NE WIG Y' OF WIG COI NM MR111 A�7ROOHCE 1. 061ft8C 10. 903, IN DI 4217' GAY 'INCE CF 6107 rill: T74. NOM 126'5. OM A 0SWICE OF 30 FEET 10 CIE PM ..' EM4P -9G. 0011120 201.7 NW) m • FWND Y01/WO1T. AS NOTED ' LAST A O OF L/1 6fAKCE non VE if; non FAST U amine A =ma or = RE% ALTERED •116u1 DE OP1ESS OMEN OOMSEMf 5 LPASE AREA CORMS 1130 SOUR FEEL TWICE MOT A 4.015 ESr A IISfAMCE ff 1J7 FEET BACK m HIE POT 6901 110:1665 OF 1111E OF CM CONSUL= THIS ACCESS EASODT GOITADO 54.43 SOINE FEET. - 1 i \.. ■ i VVfl wireless VERIZON WIRELESS 5430 N E 122nd AVENUE i PORTLAND, OREGON 97230 ti PHONE: 503.408.3434 FAX 503 408 3489 i I a r P f 4 i R i the globs' WF`i� 1 Wireless Facilities, Inc. 1 4520 S.W. Water Ave., Suite 202 - Portland. Oregon 97239 j I PB ASSOCIA789 P0R'MND • . �. PROPOSED 8' -7 ME LIGHTNING ROD • .1+ (3) PROPOSED VERIZON j d TOP OF UCHTIQC R0D PANEL NM ®1 o ._ . ®HTaI Y 68' -7 ALL \ ® (ml 0!-LW ® (twA) Nao -Nrn TALL - - - ' ----- - -- --- _. G• -7 A0. 111FUME B' — TOP OF ANTENNAS (3) PROPOSED F PANEL ANTENNAS RaEASE TOP OF TOWER I I 60' -7 • AGL I LATE • II? I ' , • i ) 1+NOJ01 PRELIMINARY ZONING I ;I II ; 1510/01 FINN. ZONING � Fl1TURE ANTENNA TIP HEXifT PROPOSED 60' SELF-SUPPORT 77 20FEB02 REVISED ZONING ' I; }r f I $ 55'-0 A0. 14 TOWER (� FACE) _ 2710.1102 REVISED ZONPIG FUTURE ANTENNA RAD CENTER I \ � —� , I i OIJUL02 COMMONS OF APPROVAL REV. 1 :Ilk.: $ 51 -7 AC. III\ I 9 I �'�� I PROPOSED CABLE BR I j� I IDGE 1]ALKXU PERMIT REVIEW SET Ill r 21AUGOT CD REVIEW SET ,' ITSEPOT CO 9UBIOTTAL SET I s 1I PROPOSED __ I TED g . a , r \ • - a MOMENT SHELTER 1 PROPOSED CABLE BUDGE ppp;; V ' / r ^; �, . VPS UT v \ PROPOSE 81CKB01RD �• PROPOSED _ _ DAiE PREFABRICATED THE LEASE TREES WIDEN THE EOIPP ATT PUCE THE PROPOSED WEST T & 090ECOS SOUND WALL PR SHELTER IF RED LE1Wts WALL BE PL it KONG THE LENGTH OF ,> i A TIE ABODE MENTIONED TREES HAVE : � � , I ■ _ • I, ELEVATION FOR VISUAL CURITY. , 4/ 1 ' YJI - E •I L t l 1 L IL - 4. '`L I► I I .> ii..f i i. .+t iT..f i T • — r a _� = 1 3 , : � s :A •� ra '� � r Leo _ ` — } + , i'' 1 .. i = = = jr _ - - - - - �' +�t + �� +lR _ _ - ^I�I SITE NULGEN t I ` - t •t z - - •I I •T � .' RPECAN CVl sa •P Ile 4 �. - ._v -:��`�� ...... _.- GRADE II,• . < 7 _ .. .. t! _ • 'n Ii ,I�', t CIS ASSUMED 7 -0• I ACM !WEER I I IN HOUSE I PROPOSED WESTERN RED CEDAR 201292 oRArM Br: .0 CIQri® Br: PYB • 15'-7 MINIMUM KENT AT TILE OF PROPOSED 6' TALL CHAINUNN PROPOSED AMERICAN ARBORVITAE (EVERGREEN SHRUB) PUNTING SEE LANDSCAPE FENCE AND CATE WITH BUCK 5'-0 MINIMUM KECHT AT PLANTING TIME PROPOSED WESTERN RED CEDAR PROPOSED 6' TALL CHVMINK PROPOSED NAUMJN ARBORVITAE I SIZE ADDRESS I PLAIN L -I. VINYL SLATS ENCLOSING TOWER SEE LANDSCAPE PLAN L -1 15'-7 MIDDY NOWT AT TIME OF FENCE AND GTE WITH BUCK (EVERGREEN SHRUB) 5' -7 E (PATCH EXISTING). PUNTING SEE LANDSCAPE VINYL SLATS ENCLOSING TOWER WNLIUL NOWT AT PLANTING TINE - 1 1355 S.W TIGARD STREET BASE PUN L - BASE (WATCH EXISTING). PROPOSED 9' TALL SEE LANDSCAPE PUN L - I TIGARD. O R , 9 7 2 2 3 PROPOSED 9' TALL 106E BARB ER WALL NOSE BARRIER WALL PER PER 'MFG. INC PER PER 'NEG. DC.' REPORT I sHa ,>AF I &T REPORT EXTERIOR ELEVATIONS , I sHEET MAG R I .. A-2 WEST ELEVATION ° ..�_' scALE: W - r -7 112 SOUTH ELEVATION ° ° sou W - T' - 120 I PLOT SCALE +:+ I . 9 A CAUTION \ SITE WORK GENERAL NOTES. 1 • 1. THE CONTRACTOR SHALL ST WIRY MATING SEIIVILES PRIOR TO Ilel'I�Ohwireless • 2. ALL DOSOSG ACTIVE SEWER, WATER, G MUTES S. EIECTRE. AND OTHER MUTES WHERE V E R I Z O N WIRELESS ENCOUNTERED IN THE WORK, stall BE PROTECTED AT ALL IDES, AND WIRE f 5430 N.E. 122nd AVENUE IEQARED FOR TM PROPER EXECUTOR of THE WORK SHALL BE 1ELOGTED AS PORTLAND, OREGON 97230 C m o ECA AT OR O RO iD Ic PIERS CAUTION D OR NEAR USED H CONTRACTOR OR snAu. i PHONE. 503.408 3434 FAX: 503.408.3489 PROVIDE SAFETY TRAINING FOR THE WOWING CREW. IHG WELL INCLUDE BUT NOT BE UNITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) • 4... .. . ._. .. ._....._.. TRENCHING & EXCAVATION Beyond this point• Rodeo frequency fields at this site • may exceed FCC rules for human 3. All SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN exposure THE DESIGN AND CONSTRUCTION SPECIFICATIONS ; For your safety. obey all posted signs 5 and site guidelines for working in 4. IF NECESSARY. RUBBSH, SNAPS. OEBR6. STICKS, STONES AND OTHER REFUSE radio frequency environments. WI/ BE BELOVED FRON THE SITE AND GSPOSED OF LEARN 0w. a r 0ml 4.4.40441. 04.04. r . ,ma 4404, 04A0•4 a ox I pan • S THE SITE SHALL BE GRADED TO CAUSE SILTED& WATER TO FLOW AWAY FROM THE I . -- -_- _44_,,44.. -_- 4444_. _. RADIO FREQUENCY SIGN SCALE NTS 1 PCs EWIPNEIrt AND TONER AREAS I 4 44 , SECTIONS PER Will y GTE PER PLAN 6. NO FEL OR EMBNIX91.41. YFNT MATERIAL S BE PIKED ON FROZEN GROUND 1 1 FROZEN �TFlIAIS SNOW ON ICE SF141 NOT BE PIACCD w Orr Flu OR I me w I N. CRISCO EXECUTION �o4 'r. ;. �c� Ft:a �.ai� < `e �e ` e oi s ; > o l 4 e� e ° ° °.4 1 I o ° i °i a r ° % ° o 2 P < ` !� a ' o i, �.�< ?17HECOM OUTSOURCING OUTSOURCING OUTSOURCING i;i • o! p c I ° fie • rc`� •s` i. °o °o '! °•la20�1II i d" a ee °o< o'• 7. TIE SUB GRADE SHALL BE COYPACIED AND BROUGHT To A SYO°TH uN6dtY C 4< !♦<C it 4^`eo > 0 4< V°e<!•.• ^O li Gee J4 •'<> t Je >: ° s 4 4X4 1 . o6'aoe ;4,4 ° 1 °o�ooal Iryc9wlen4:c+ ::!Z :4 e ,, 4 1: 04 � G 1,4• P 4O ° 0 0, . TOP PAD. GRADE PRIOR TO FINISHED AIRFKE APPLIGTDN Wireless Facilities. Inc. b 1 F t O n 4. t . r • ° T ° o ! ° , ` ; : 3 n r .: V V o ° I iV 119 °• V O e C4?Qt• D ° A . O' ., p;° ° y ' . n ° • l o�e, F �<:: °� l rG: < � o .�r� .o . ,+� h 0'G "c ° o < �"' L I Po � 9 � oe o ova vim SLATS FOR 4520 S.W Water Ave . Suite 202 . , o v ':l'�' 0 es �!':°4.<0 °!:vH0 ^�i`�' � � �,w AO<bo�%` II ' +° a °o4 ° NG (TO Fv SCREENI W1CH Ex5TvG) r oran. re �� °o �':�o °o a� d':' c.a� � ;.�� ao� ° 4 : e ° oil: 040 i L ot b� ;a s � <�� Le &ALL E%ISiDIC mow SEM4R WATER GS EIECTRK N/D ODICR Ui0.1TIE5. W'FDGI Ptld O on 97239 � 9 A < ° L e ! •1 "e O°: �!•J`f lr'tf J °•� O �a�eA F. � .•<�!ia°o o°e°i' .lo•.•••:.a� a�ioo' - �__ ___ �, c°'`c.W oFOe+ !..S'° ao V � ,'o o. i.oae!4.Il • ° v °<• 0' Yw IXfEDERE RITN TIF E OI S C N OF THE WO S'T M U. NOT AND/OR CA I TED. e�6n�:.. ;;;V X.C. b 4.5., :%.e s°i .l o °F� °o e °S < °s`_o:'c° li %c.. °% %:e o 6 y A% }MESH TO FNISH CFAOE PIEE °R NI OF T E O RK. SUB ED AT TI ES WFR]H WDl NOT INTERFERE W 1 I - - -- THE CLOAL OF OF WORK. SUBJECT TO THE APPRwAI of ENGINEERING OWNER 1 �i�;ss ?sai csr i iVair xccx_wn ti .1-=- .tnur' AFaD /a+ WHAT ur lurFS. 'v- -- =• -. ", - . f5P =�1 =iE =7 =i =F- =n= 1 PH ASSOG7ATffi PORTLAND • 1 1 ,I 4 TRU55 oe TENSION 1 1 = 1 1 CRISCO ROCK - i 1 `7 1 1 ROD As REVD I I 1 I SEE LATCH DETAILS 9. THE AREAS OF THE OWNERS PROPERTY DRI1JRDFD BY THE WODR AND NOT WPM 9 A• I I 1 I \ BY THE BUILDING COVERED DRIV RED WTfEWAY. CH A BE AS SP ECFED TO A LAS E C I SLOPE. FRIMMED. 3 gi b 18 L DOT. TENON FIRE L J� L J CONCRE SANDED. NDED. AND COEH YULE ECIFID a THE SPECIFICATION FOR CpKRE7E FWOfIO -TYP LANDSCAPE WORK oval 11NK w /BACK WWI Ur OA. FOOTING 0 GATE AND 1 a m ma cW 11x • a. N a NE ® SRN 1 7 OA. G FOOTING O LK GPOST POST 10 CONTRACTOR SHALL IINWIZE DTURBANCE TO DOOM SITE DURING T ® 1n) -1I4O CONSTRUCTION. EROSION CONTROL REMITS, IF REWIRED DURING CONSTRUCTION. 4 ® (Sm) 221 - une GENERAL NOTES . SHALL BE IN CONFORMANCE WIN THE LOLL GUIDELINES RR EROSION AND _ / I. GTE POST AND CORNER POST' 2 -IS OD PPE. SCKD 40 AST11 -F 1061 S FABRIC 9 G DOFF WIRE SIZE r MESH FABRC TO TOUCH GAVEL BASE _ _ SEDIMENT CONTROL _. __- - _� -.__ 2. 11NE POST: 1 -T{' OD. PPE SCHED 40 AMA-Fla) TEE EWE. I I IT G GALVNOZED STEEL I RELEASE 3. GTE FRAME: LW OD. SHED 40 ASIY -F1083 7 GATE LUCK I-22155 OD. PLUNGER NOD WITH YlSHR00Y TYPE CENTER CATCH I F 4. TOP AHD BRACE RAIL 1 66 01). PEPE SHRED 40 ASTY -F 1083 D11E 21AU0O3 W RENEW SET GATE AND FENCE SECTION scME: Y• - 1• 114 SITE WORK GENERAL NOTES SCALE: Nis 1 18 ' 1150.03 W BW SUITAL SET y 24 "i IT -CP l 1 FINISH GRADE EQUIPMENT BURRING 1'-0' 1o' -1F OC. MAX. 1'-°r ( TO TONE °N C A P 71 2f CLEAR COMPACTED CRUSTED ROUX. C 104/6 wx of I - - .. .. • r 01 T ` 14 G GALVANIZED M � NHNS COMPACTED. GIN® ROCK = I I T= A • PROJECT D %/ % r PLAIR 14 G - - - - wARNHD TAPE , •, j L '� / � I 1 r MIN THapcNE55 - �I .. I) EXCAVATE YHIII/lu NECESSARY TO GRUB SITE t 111 I EW�� x1MMM. Jf 4 A. - II - • - GILvAZED Eo �.IO SLOPE 251 .. - - .. IIIj uFE7ocwvATED SLOPE SLOPE U I _ � 2) USE APPRO'JFD MATERIAL FROI FOUNMTDN EIfGVAT10N TO FILL AND .5 10111 U -BOLT _ L• =• =•L 3%.3•41' o 10 AwsnNC - --- -: --- - 7,- - --- -- :. - -' -- -•� o: ° ., 4 444 III GRADE STILE WITH CROWN AS WOCA1 D: COMFIT To 902 OR. ENGINEERED _ GAOE :_ -.tea:= -'4444: - ' 1: . = + ._. ' COMPACTED FILL -601 COAx CARE ENTRY • ,-7-= �': �j�Wiior�n i w S i si`ic�;�GG�?l`.'Iily:�ti.' GRADE - IH. FRL • PORT S 4GALVANIZED oT. (p 20 UNSTFNT w /NUT \ \.. \X• \ �� / \/ ` - - • - I : °E / CI N (S wTERNI AND C ACE -S LIT CROWD Ti REMOVE COMPACTED ICOMPACTED ILO 90 let SCHEDULE I • PER SIDE IMP. - .. 40. G AS SHORN ON PLAN 1 G ENGINEERED FILL REVIEW NTH WNN:ER PRIOR TO COMx CABLE AND WASHER EACH _ SUPPORT 0 3'-d S (FIN LEVEL USE APPROVED FILL. TREAT SEAL WITH APPROVED • ® I E TuE➢HDNE COMA PROCEEDING MEMO GROUND MAX uAx OC LDE Cf TOWER WHERE NECESSARY TO STERILIZER PRIOR TO - Ts 1@N SCHEDULE 40. BAR. SEE ELECT / 06GLL ORVEWAY AS PIACWENT Or CRUSHED ROCK I d - OR AS SHOWN ON FUN 4) GRADE AROUND SHELTER AS REOUJED, ROPE TO ALL ERGS OF SITE REVISIONS OPG5 FOR CROWN TO OBWe INDICATED. COMPACT BASE PERIMETER AT 2 SS IDILYUY, TYPO./ ADDITIONAL DSO % TYPICAL SUBCIADE TO 90% I Min - 5) FINISII SIZE AROUND PERIMETER OF STRUCTURE WITH C OF 1F 0 K CLEAN. EXCAVATE AS NECESSARY TO 6 OM / / /// _ PREPARE THE SUBGRADE FFOR , _ COMPACTED SAND CRUSHED ROM 'TRH NO FINES. APP OVER LADED. COMPACTED SOU. Qt - >� THE PROPOSED GNEwAY I1�I81 II PP- g 0 - . M� REMOVE SW. ROOTS AND ALL i '' 1 . UNSUITABLE SO& NQIES: )' 17 MIN f Ir OI . 36 MEP NOTE 1 EXCAVATE TO REVD DEPTH CLEAR y TYPICAL FOOTING, / 2. VERILY ALL TRENCHING REOUIREYENIS PER LIXAL UTILITIES - 4 - _A `-- C IPACTE . C USE TO ES WET SEAL CONDITIOA PROVIDE SUEIG 6 MINIMUM I-.15 MINUS 2. CAI I 9 DAYS BEFORE YOU DUG 1 - 424 - 5555 COYPACTEII, GUSHED ROCK BASE °VAR COMPACTED SUBCJU 3. DE II CABIN BRIDGE DETAIL scrim Vf . 1• 1 7 ASPHALT ACCESS DRIVE / WALK SGLE.-W - 1 111 OLIN TRENCH DETAIL SCALE r - r - 0 I15 GRAVEL NOTES SCALE: NTS 1 19 m I 5 NOSING TYP ( NNE • RO ENCLOSURE r x r x 24' LANG OTTERS. REFER T OTER BUDDING BY •P C A N GNV ANGLE. BOOT OTHERS. REF[R TO SWOP DRAWINGS ELECTRIC i0 SERVICE METER - NETER BASE AND TfEO B30 SCRAPER ANCHOR w/ C CONCRETE SUB • • SERVICE D6WFIFCT IT 1 O ENCLOSURE SI1PPlFD AND (2) 1/4' ECV BOLTS ON 6AAOE 521E mien (NON ENCLOSURE) f I. PER LOC Y ECA °R I I� 7 NFORII W SURFA CES. ( 1 ) 140 Ir EW. REOU ETEMS coNaLrs r AT FORMEp sIIRFAars 1`p WINTWUd15. IYD. PORPECAN -CVl NAa CONONT w/UNISIRUT PIPE III 2 -W RCS, .1^14/0 CU I AND ClAYPS 3 g -4-- 14 x TES AT 16 0C. GRADE SITE io : I �' I (M H01a ', I,I Fa FLOOR GATT AWAY FROM [PAWN Br: JC ' - GROUND COWIN. TO 11f L1IY MPROED + -BIZ 3 � SNFLTER ( 201292 OIEL7FD Pte GROUND R'OO 11' ' - -�� E toREr. GALV. SEAL PIPE _ I , A �' III ) FINISH GRADE . . CONCRETE FOOTING a d 7; M3 i 11355 5 W TIGARD STREET Njir ... _ � +•�� SEALANT 4 T IGA RD. OR, 97223 q_ =o I :1.c. I N=il`- =11=11 =a= I 4, ; ,11n = � � = � q� -u=T� =L� 7 _0 =1 �JI,� 1=ir b 1 . ",,E. d .�°_ ..... W. 1 =1-1- = n=ll=t ,, v -n _ _ _ ■ n =u =u =u Tl =1 =n =n Vii ' - = F`� CONCRETE STOOP v - ( 4FE'F 1 RlE in 4'-0 DEEP _ lr - 1= g= n 1= n =n -n -n n CONCRETE FOOTING A �� D 1111 -- 'I!!g ildA li �L • I • TO 9C 5% DENS119 CONSTRUCTION DETAILS • ■ 17=01= - • -.. n l I • I _ , f , 41 •• 1 I (2) 14 CONTINUOUS SITE WORK GENERAL NOTES It II_I 111111= i 111 - 0 TOP AND BOTTOM IF. , (2) 1 REBA Inc GLEAN ° SAND I • 1 TYP. MINIMUM REBAR OMR. R CONTINUOUS CONTINUOUS III -II I 1. • TYP. ALL AROUND 1 IMP AND 0 IT OC /2- EXP. JT FABRIC - BRIE. FOOTING ES1E110 YIN i0 r Al FORMED SURFACES IT 9N VERTICAL ISIEET I FRONT SIDE •_ ._ r AT UNFORMED SURFACES SIR: VER u m IT ut ONS A -3 I UTILITY BACKBOARD soul. Mr - l' -°• I B I STOOP DETAIL vur• 3/ - 1• - HF 12 FOUNDATION SECTION I SCALE' W - 1• - I PLOT sruE: 1.1 120 ou I • . SECTOR I SECTORZED PAL AZ 34a ANTEN u 01WIE L - FLUSH TO FACE 6U = M OF I. CONTRACTOR m PROVIDE COMPLETE SHOP DRAWINGS FOR REVIEW PRgR TO Verlanwireless, 2. CONTRACTOR TO NOTIFY PROJECT WANAGER OF ANY DISCREPANCIES NTH THE y V E R I Z O N WIRELESS PROPOSED LAYOUT PRIOR TO PROCEEDING. i ' � 3. ALL PIPES. BRACKETS. PLATES AM) MISC HARDWARE TO BE GLVANIZED UNLESS 5430 N.E 122nd AVENUE �� oISC wSE NOTED PORTLAND, OREGON 97230 / I 4 PIM m WATCH EX6TOIC ADJACENT SURFACE PHONE 503 408 3434 F. 503.4083489 ' 1 5. ALL ANTENNA AND COAXIAL ANTE CABLE TO BE FURNISHED BY LESSEE -OPERATOR 1 1 ANTENNA AND D6TALLED BY CONTRACTOR. I I 6. ALL HARDWARE AND CONNECTORS m BE GALVANIZED UNLESS INHERIT& NOTED 7. SEE COL Sit NSTALIA110N NOTES FOR WORE MORWATCN I . � SECTOR 2 A I A Z 1W 1 SECT t1 AZ 22 I N ED Y ANTENNA MOUNT PUN SCALE 1 -1/2 - 1.- 0 . 113 ANTENNA NOTES SLUE: NONE 117 '$1' ANTE/01A LOWING PANEL ANIMA HARDWARE TURN - Il j P MI ANTENNA QIN lid leerier 44 PIPE WOUM CPS ANIMA ASSEMBLY IN TT,.E .COLA OUTSOURCING INIEREACE r � I TOP OF LATTICE TOWER Il i t i I SHROUD 4520 I S.WSWater Ave., Suite 202 f Portland, Oregon 97239 COAX CABLE I � �lI I o BRACKET As5ENGLY -- —..•— b � .. II CO AXIA L CARE LOCI NC NUT PB ASSOCIATti4 PORTLArm I i 1 , � MOUNT ANTENNA 10 PR D BY VERTZO MID NSTALIED Bf AMC/MA CONTNACfoR N1ICE WITH GALV 1 6. DRILL (x) IV HOLES N CPS •`' SUPPORTS BRACKET. BOLT TO DN6TRUf i NI a ORAL & TAP HOLE N IO Aol. RAdUS ON I P23132-3 WI NUT. TYPICAL (mu !S! -IFM ��® • • STEEL BOLT TO WHICH JUMPER Iglr UNISIRUT A 12±. BOLTED TO P1031 i (w7) 020 DOUBLE LUGGED GROUND out oac wit PER YANUFACTUIRR'S NGIJR.CIORG ! -- ---___ - _ • I LEADS ARE ATTICIZD. ANDREWS GRWNDNG KR — I � I II (� I I S ¢ y r DOLTS. TYPICAL - I DATE - P1031 'r, TYPICAL :1AUCO3 CO REVIEW SET PANEL ANTENNA MOUNT — ELEV SIDE SCALE. 16 - r-S 114 rr WTS _ 11SEPU3 CO SUROTTAL SET SIRAPPNG IYP PROADE PLASTIC SELF - LOCKING COAX 1 L - - MANGERS FOR COAX ANIMA GAME p Wa UDE OF NSPOLE 1 • NOTE: NJ. ANTENNA AND COAXIAL a ANTDOA CABLE TO BE T FURHENED BY VERIZON r AND INSTALLED BY v ANTENNA CONfRACtoR A . . ANTENNA • /WAN LOBE \ i REVGT i10 DEG l` NCH DATE •10 DEG 1 Q 1 - KEEP 0051RI1CT10NS RLON 1115 AREA 6 I CPS MOUNTED TO MONOPOLE SGA E: r - r-ar 119 f I SITE WYE PF =CA t PORPECAN -CV1 7 I JOB MIYBER I I N NOOSE 201292 DRAWN BY: X _ Q D BE PUB • ; (SRE ADDRESS I 11355 S.W. TIGARD STREET • TIGARD, OR, 97223 I SHEET rm- I . ANTENNA DETAILS ANTENNA NOTES (sNEET 16.,I®L I • I A -4 1 I 1 ANTENNA MOUNTING FRAME 0 TOP OF TONER 22 _1 STEP 2. 21S DA PIPE MOUNT SLOT FOR GROUNONG CIAYP *AND WIP ■ m wireless PANEL ANTENNA . r - HARDWARE GROUNDING STRAP I1��7 ASSEMBLY Il VERIZON WIRELESS i /6 GROUND LEAD i� REYOVC CABLE PORT OREGON 97230 go _ I• ROUTE 12 STR IN BLACK VINYL NsuuTgN PHONE 503 408.3434 FAX 503 408 3489 i TO GROUND ll BAR. SEE GROUNDING PUN THIS SHEET \`I %% _III -! STEP 3 STEP 4, . '%/ 1 I ELECTRICAL ✓ ,1 N TAPE OVER - � I Y � C OAX CABLE %/// /,Y LLlSlq RAP! 1111 II — . PUTTY T APE � O " COAX GROUND KIT. ATTACH TO COAX JUST BEFORE •�• 3 /�!% \ A � Illl BEND, CONNECT LEAD TO GROUND BAR :� !. I S :�i - - GROUND BAR. BOLT TO TOWER WITH INSULATED STAND -OFFS CONNECT TO TOWER WEB OR I . MONOPOLE FLANGE WITH DOUBLE LUG ._ . _ _... .... I ■ GROUNDING AT PANEL ANTENNA SCALE NTS l 1 COAXIAL CABLE GROUNDING SCALE NTS l 5 I ° p g, INSULATOR KM HARDWARE STAINLESS STEEL j2 AWE OR 16 AWE STRANDED JUMPER W/ SHORT BARREL INCLUDING B ELLNLLES, COAT ALL SUR FACE WASHER LO LUGS (RS. TO j54205 OR 5402). USE STAR _ SE111C1t FLYD 10 - 1�41�' SECURE TO EXTERNAL GROUND BAR BY GENERAL LOfJUCF4 tYPr7LL I > ' BOLT IN TELECOM OUTSOURCING WI TH KOPR- SHIELD BEFORE MATING • • - --- CONTRACTOR 1j� 2 ERR GROUND BOND TO STEEL ONLY NEW COAXIAL GROUND KITS W/ - fC - T -. Wireless Focllubes, Inc. INSERT A TOOTH WASHER BETWEEN LUG AND /LONG BARREL COMPRESSION - I /- \ \\\._.„_.___ BAR STEEL, COAT ALL SURFACES WITH LUGS W/ TWO (2) 1C DIA DOLTS AND LOCK WASHERS SIURAR 1 �\ PROVIDE UNISTRUT OR OTHER KOPR - SHELD TO ANDREW 3241088 -9 FURNISHED BY LESSEE /OPERATOR AND I I / + I \ = 4520 $ W Water Ave, Suite 202 APPROPRIATE MOUNTING 3 ALL HOLES ARE COUNTERSUNK X v INSTNIED l �� / 1 .�`I' Portland, Oregon 97239 (�J HARDWARE . _�. -.. _._�.._ _.... NEW f. 24'. Y. COPPER GROUND A/C UNIT GENERAL Co LUGS TO BE DOABLE- LUGGED BAR SUPPLY AND INSTALL BY 80/82 EACH I I i INTERNAI MOUNTING DETAIL 4 ALL WALL 5 BUS BARS. f. xf • Y COPPER BY Ili I I rrtw.GTaa : n p TO GROUND RWC PER L NEWTON, OR EQUAL 2CTH IAN (21) T'A: I FE RECCOMENDATSINS CO -• I Pp ASSOCIA US PORTLAND wALL MOUNTING BRACKET HOLES O". 0 0 O • o o o o 0 0 0 0 0 0 0• I I R BAR . 10 0 : 0 0 E l 0 0 0 0 0 0 0 0 0000 f; �' • I...I_7' BOLT I 3 SS - - - ■ • ` RIM I m v ma NUM Nlwl m IwmAq NUR 11244 1 , ' CI Ix: I OF j2 INSULATOR 1 11.11 A I SOU TI NNED COPPER - ∎ ( ( i °0A11M0 SEALANT AT ALL WALL I WIRE W/ AT B' _ I ddd l"'I v N"' PENETRATIONS. TYP GROUND RODS AT 8•-Q _ I T , , 12 AWE NNE) SOLID COPPER CONDUCTOR OC. MAX SHELTER mm ,.:71 I 1 \ ■ �-� ONNECTIONS TO GROUND BAR I SHELTER 1 1 EXTERNAL MOUNTING DETAIL C CAONELD TO GROUND SYSTEM TIE COAX BRIDGE LEGS - 4 - - -I J'i �/V� -I � / I GROUND RING OF 12 10 RING, I CONNECTION GROUND ROD, , TYPICAL TI I I I / � -- - 0 x� CONNECTION E AUG03 CD REVLW GROUND BAR NR l 6 TOAD TINNED COPPER PER LEG. TYPICAL 11 III — / WIRE W/ 8' LONG a III PROPOSED vERIZON- 115FPOJ CD SUBWTTAI SET GPOl1N0 C�W ` '�- R \ . . - + - j 1 I 1 SHELTER SURFACE TO GROUND TOWER \ i' j �l� I (GROUND BAR. STAINLESS STEEL HARDWARE .; �A / / ` 1 _ I POWER AM TELCO EOUPMENT, FENCE, M TIE TOWER TO GROUND / / �' ♦ I GROU CONNECTIONS , RC) COMPRE OWN COPPER + RING w/ j2 SOLD I f // \ a r - - -- / \y - - -Y' -4- -I AT SEPARATE CROII S M TINNED GROUND LEADS. ` / ,-STADILESS STEEL GROUNDING CABLE 3 LOCATIONS gNS•' / G •_ • SELF - TAPPING SCREWS I 1 } / i 1 L HERS GROUND BAR (ON NUT SIDE) AND X 111 \ I WITH STAR WAS I DOUBLE LOG (ON HEAD • ■ SHELTER R N 1• " I TIE TOWER RING TO / COMPRESSION RING W/ MW ,: III CONNECTORS ® STAR (IWLASXER MT WASHER I \ / 2 12 COPP�ER RN IE N ADS N. ! CONNECT PER ' NUT (MICA) ` I + i 1lPIIIIIII' 1 a - GROIINDRIG PLAN 1/7.1 1/Y HEX BOLT - - - - - - - - - - - - - - - - - - - - - - I GROUND BAR r , I REWS1O S EXPOSED BARE COPPER TO BE KEPT TO DATE NOTES GROUNDING CABLE ABSOLUTE MINIMUM, NO INSULATION ALLOWED YF[1WW 'A -A BITTEN THE COMPRESSION TERMINAL (TYPICAL) TI FENCE TO GROUND I 0 1 OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS RINGS AS ONDIATED I Q 0. PROPOSED VERIZON BECTON N501LETRq 12 AWG WITH LONG BARREL COMPRESSON TOWER LUGS USE STAR WASHERS. =MASHERS. AND STAINLESS STEEL HARDWARE TO SECURE TO EXTERNAL GROUND BAR TO GENERAL CONTRACTOR V i EQUIPMENT GROUND CONNECTION SCALE NTS l 3 a I I SITE NMAE I • METAL FRAME WITH SOLID ENGRAVED WITH LOCK WASHERS SI NEW COAXYL GROUND Kfrs *TN IDNL GROUND' ON UD OF COVER WITH T 0 LIFT BAR 3/ REL Cou PRE55ION L UGS wmR TWO (2) . I P C A N HOLE AT CENTER OF COVER s. DM. BOLTS AND MRAR iii � p TO ANDREW 3241088 -9 r� �/ / II,I I IBRIE NNBER NEW f. 20. l/4 IAN COPPER GROUND BAR I I GROUND TEST WELL (12'414' INSTALLED BY GENERAL CONTRACTOR LONG CONE PIPE WITH COVER, a 1 PORPECAN —CV1 SEE ABM) 0 l •• Q TOP OF GRADE 5/16' TM NM $, I me NURSER I I IN HOLFSE 1 - ,, 4,x,... . ��rv,i • o o o o n 000 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 • 11/16' 1 GROUND COAXIAL CABLE RUNS AT ANTENNAS w/ APPROVED COAX GROUNOWG KIT & UNIVERSAL ANGLE ADAPTORS. GROUND COAXIAL CABLE AT BASE OF t'f Elf: . JC " W '% j2 BARE TINNED COPPER • TONER w/ APPROVED COAX GROUNDING KR AND COPPER GROUND BAR N 201292 CEMED BY. PUB _ - �� LOOPED W TEST wCLL me1 6. M IN O• K I ADORECS I -3 / 4 s ' 2 Al l C %POSED GROUND lLADS GREATER iHAN IB W LENGTH SWILL BE ENCASED w •FLEX PVC CONOUIT ' ` S 3/i i I'-tf 3 XIT RODS MAY BE REWIRED IN PLACE OF COPPER CUD STEEL GROUND ROD UNDER CERTAIN SOIL CONDITIONS. VERIFY WITH CONSTRUCTION MANAGER 1 1 355 S W TIGARD STREET " "N \ ��' \/ 4 ALL STANDARDS. NOTES AND DRAWINGS ON ELECTRICAL SHEETS WERE PRONGED BY Wn AN ELECTRICAL ENGINEER WAS NOT RETAINED TO COMPILE THE TIGARD, O R , 97223 It 12 BARE SOLID -TINNED COPPER CONDUCTOR IN 1/1" ASSOCIATED INFORMATION SCHED PVC CONDUIT. CADWELD TO GROUND BUS 5 CONNECT PROPOSED GROUND RING INTO E%. GROUND RING. WITH MIN OF 2 CONNECTIONS I SHEET iRLE I • GROUNDING DETAILS I gal Ai HARDWARE STAINLESS STEEL COAT KL SURFACES WITH MASTER GROUND BAR - - -- GROUND WINE • COPPER GROUND ROD GROUND GROUNDING PLAN TINNED COPPER GROUND ROD KOPR- I SILLD BEFORE MATING PEROIETER GROUND (5 /8'°.B' -O' LONG) "Fir (MGR) Y..f.24 COPPER _ • RING 2 FOR GROUND BOND TO STEEL ONLY INSERT A IOOIH WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR- SHIELD CADWELD GROUND BUR (GB) Y.'.4'.1 O G . ROU N D ROD COPPER CLAD STEEL O TEST WELL I SHEET NIUIIBOi I I .1 Ui HOLES ARE COUNTEPSUNN I /1( 1 ii - OR „'.4 COPPER I• YECHWIlL CONNECTION GN GROUND TEST was. SCALE Nrs 14 TYPICAL GROUND BAR CONNECTIONS DETAIL SCALE. NTS 15 � GROUNDING DIAGRAM ° E--1 ELL SCALE /. • I -0 20 I MN sou; I I I 'L• . i • ELECTRICAL ABBREVIATIONS /SYMBOLS i \__,„....--'-''.--------- • / BRACKET TURNGHED BY CU COPPER 0 VIER BASE Ok OVWGAD OWNER & INSTALLED BY IMP. TYPICAL p JUNCTION Box 0 C. ON CENTER n wireless ANTENNA fIRN1RACfOR CO. CONDUIT ONLY ® RECEPTACLE. G (AWE 3 • ��I CABLES. (TYP.) FURNISHED AS VOTED OUfwE } V E R I Z O N WIRELESS BY OWNER d RST LAID BY Dr_ IX6TING —0 SM71C• OD DLWETER 5430 N.E. 122nd AVENUE � � � • 7__ ANTENNA CONTRACTOR W FAIHERPROOF FUSE MN YIOYUY r PORTLAND, OREGON 97230 • = I MO PUBLUC UI1UTY Cart CONTINUATOR t PHONE. 503 408.3434 FAX: 503.108 3489 ■a••-�- POLYPHAR RIMMED BY DSTRICT Os DIONT 9WTCN ANT WWNER h OSGLL BY ENW CONTRACTOR - I °1 SURGE ARRESTOR Q GROUND ROD J WO TOLE . GROUND BATCH RATE • /16 j ��,' � . GROUND ABC STRANDED JUMPER WITH Oil / 1111 UJG& T & 9 5 05) US A WASHERS, WG W� µp GENERAL NOTES (TYP. FOR ALL SYSTEMS P YETIS SHEET T ET SCR GPM. RID BY G EWS TO SECURE EXTERNAL THE ELECTNCIL CONTRACTOR TO FURNISH AND INSTALL UNE VILLAGE CONDUIT, . , TO 41 TO BE OF ° FLEXIBLE wrATHERPR00F CONDUIT 1D MEET UNLFORM BUILDING CODES � 3 VASTER GROUND BAR BY WAGING YAMIFACTURER DPGRAMS ARE SCHEMATIC AND ACTUAL WIRING OF ALL EWIPTIENT SHALL BE PERFORTIED BASED ON EITHER RANUFACTUREWS RECONSIFICiED CONTROL WRAPS • CONNECT TO %If R00 OR CONTROL CONTRACTOPS APPROVED SHOP ORAWWGS wR rrrN APPRW _ _ ... . - - _ -...�_ - ALL EOUPMENT AND CONTROL wNNF aAGRAIS ARE REQUIRED. .� POLYPHASER GROUND SCALE NTS 113 1 COMMUTE WORK WITH PUBLIC SERVICE COMPANY 3 PROPERTY OWNER /WNAGER i Imre" AWG DUO BARE COPPER CONDUCTOR 2 All w1ANG SIM I. BE COPPER TTOW/RM'N INSULATED COPPER, . • w/9IORT F RRELL COMPRESSION LUGS MDI (2) 3 RENEW & ALLOW FOR E705ING COMMONS. ' �' 1tI BOLTS & STAR WASHER SECURE TO InAC l P ENCLOSURE DI (2) PLACES 4. CONTRACTOR 94/11 PAY ALL PERIM FEES. AND SNLLL BE RESPONSIBLE FOR ALL 33 TflEC(11A OUTSOURCING 11 • REWIRED PEWS. COaAI ATE INSPECTION MID OBTAIN BULLING OWNERS APPROVAL. J W � °UTUNt OF BULGING ? Wireless Facilities, Inc. I 5 ALL ELECTRICAL MORN SHALL CONFORM TO THE REQUIREMENT OF THE NATIONIL j 4520 S W. Water Ave., Suite 202 • q DECIMAL CODE NLC (1996) AS WELL AS APRIGABIE LOCAL CODES 1 Portland, Ore on 97239 1S OK PVC CORWIT w /(1) T CLAMP FOR I, 9 i % 11 GROUND WIRE. MEND RS PPE 17 BELOW 6. ALL DECIMAL VEILS SHALL BE U L APPRUMD OR LASTED. S II ODE 7 ALL WANG MEE TIC BUILDING SHALL RUN B E.U.T. ALL MC OUTSIDE THE 1 / FINISItm BUILDING SQUALL BE GKVAMZED ROD STEEL CONDUITS NO WATER TM PR ASSOCIATES PORTLAND 8 WORD DICDDES ALL LABOR AND MATERWS DESCRIBED BY DRAWD[.X AND SCOPE OF INN ELECTRICAL A INCIDENTAL QUOTE( TO PROVIDE COUPLETS. OPEPATIIG AND /, APPRWED EIECIFEfiAL SYSTPI. 11 ` 5 9. NEW ENCLOSURE ON UTAJIY B WN ACKBOARD TO BE IIOFF ENGINEERING. 7 4 /1) ' T. ""° GROUNDING s °"�102101.501111 E%OTNERMC MELD CONNECTION C- SD3024BR/HANOE MODEL IC -WHPTO OR APPROVED EOWL • GENERAL GROUNDING NOTES: # 1040 °"'" OM= WWI " i ` ` I's 1. GRUNDING LAYOUT WY VARY DUE TO SITE SPECIFIC CONDON& _ V 1 F • \\ MONO THE ONO GROUND LOCATION SQUALL MGR. APPROVED BY THE PROJECT NOTMY PROJECT MANAGER OF ANY DDFKTAIBS MSELLINC THE GROUNDING SYSTEM DUE TO SIZE OR SOIL CONORIIDNS RELEASE HVAC GROUNDING DETAIL SCALE. Nrs 114 3 GROUND TEST: CONTRACTOR SKULL PROVIDE TEST OF THE GROUNDING SYSTEM BY A i OAIE CERTIFIED TESTUG AGENT PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER CO REVIEW MAH4CER FOR REVIEW. QYOIJ 1D SYSTEM EM RESISG MIN TO TR MOUND SHALL NOT i 1 ISEPO3 CO SUBMITTAL SET EMCEED 5 OHMS IF THE GROUND TEST ECCEEDS THE KARIMIY OF S GAMS, 1 CONTRACTOR SALE BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REWIRED. 4. A. GROUND WIRE SILLLL BE TIN COATED AND GREEN INSULATED WIRE. UNLESS ■ • • •• • •• • • ` • •• 4, F••••••• • • • • • • • OTHERWISE NOTED PRIAM GROUND CONDUCTORS TO GROUND RODS AS INDICATED ON 3 .4 t miiiiiiii*i GROUNDING DMCRAL GROUND 8005 WALL BE 5/8 • IT-CT COPPER CLAD STEEL !�•••••••••••••••i•••i 0:400:0 •�� 9•••••••�•�•�••� •••••••••• 1LOD9 OR YTf Roos. PROVIDE TEST LGD/WELLS. a !; ••i i•••i i• :40 )••••i i•••••••••i••,4 '�•i•••••ii•••••i•••i ■P ... •••••ii•••••i 5 CONNECTIONS ALL ABOVE -GRADE NTER1dt GROLINOING CONNECTORS SHALL BE • V• DOUBLE -MUG COMPRESSION TYPE. ALL BELOW -GRADE AND EXPOSED EXTERIOR FENCE FABRIC WITH ••• P• GROUNDING CONNECTIONS TO PERMANENT EOUIPUENT AND FIXED BUILDING EIEUENTS BLACK Mt SATs :0:400:4X •• • � i i i•Oi i i•••i i i SIMLL BE C/IDWELD TYPE EXCEPT AS OTHERWSE INDICATED CONSCT CABINET DOOR • • • • • • • i ❖ O••••••• • • • • • • ♦ i P• ♦ • • • • • • • ♦ ♦ , MAKE TO GROUND USING STAINLESS STEEL SELF-TAPPING SCREWS WITH OOI1fILE -LING •••••••••••r• ':400:404X 0:0:100 COINRP CONNECTORS VERIFY CONNECTOR LOCATIONS AND WARP/ TAPES TO 6 • ••••••••••. AYOUD POSSBIE CALVING CORROSION FENCE POST I t - P .: A • • • • • • • • • • • • • • • • • • • • • 4 . •�• • • � vP•�•�r� A • • • • • • • • • •. 6. ALL EXPOSED OTtOUNNDNC CONNECTIONS TO BE COATED WRRI ANTI- CORROSNE i •••••i•••••i•••••i•••• �ii•••••i•••iiiii • • • • • • • • • • • • • • • • • • • • • A i A AGENT SUCH AS - ND -0xY, 'ROKOX OR 'PUIERROX. VERIFY PRODUCT WBH PROJECT - • • ••••••••••• A••••••••••• 1 • �iiiiiiiiiii A 7 ALL BOLTS WASHERS AND GM/MO OUN MRS USED ON GM/MO COINEf:f10N5 SMALL BE -==- -• - -' - 4;1,•1 - -- '- - -- STAINLESS STEEL • Iq. DATE CONNECT FENCE GROUND TO GROUND GOWEID CONNECTOR R. RACEWAYS AU. WAY MAY BE GROUNDING CONDUCTORS C SHALL PVC t A RING OR GROUND RACEWAY. Y. PVV C RACEWAY WY BE FLEIOBIE OR R RIGID GROUND CONDUCTORS RS S SFNLL NOT A. ROD PER PUN r.... ...--- - /2 AWG TONED SO MA B KE CONTACT WITH ANY ICTKLC CONDUITS, SURFACES OR EWF4IPYFNT, BARE . COPPER WNE CADWELD CONNECTION .L/ CALL BEFORE YOU DIG!! , A NOTE. GROUND CORNER POST ONLY UNLESS NOTED OTHERWISE ■ • FENCE UNE POST GROUNDING MALE. MIS 1 15 ELECTRICAL/GROUNDING NOTES SCALE. NONE 119 I snt BUIE I F =CA • I I SITE NUMBER I - . PORPECAN —CV1 U08 RIMER I 1 N MUSE 1 201292 DAWN BY: JC CNEL1® E70 11/B I SITE ADDRESS I 11355 S.W TIGARD STREET • TIGARD, OR, 97223 • 1 SHEET ' TILE I ELECTRICAL NOTES AND DETAILS SKEET NUMBER I L E -2 . PDT SCALE: 111 DESIGN CRITERIA: BUILDING CODE SCHEDULE - •• • • ,� ^■ FILE COPY 0 Non Fire - rated © 1 Hour Fire -rated ❑ 2 Hour Fire -rated CODE EDITION CONST USE U G OUP CODE EDmON CONS USE U GROUP 2000 IBC UBC 1997 V s -2 SMC 2000 - :fa of Oregon Structural Specialty C I I • e>� - I 1994 V S -2 1999 - ! Roof Live Load (RLL) = 105 psf 1991 V B -4 1997 - _ + _ _ ' ncrote and Reinforcing Steel - Floor Live Load (FLL) = 150 psf 1988 V S 1994 Basic Wind Speed ( 3- second Gust) (V) mph Exposure B0CA 1989 58 B BOCA 1986 - - ■ Bolts Installed in Concrete ) ( (1w) = 150 m P Wind E P osure = ( C ) 1996 5B B National Mech. Code 1995 Wind Importance Factor (Ind = 1.15 1993 59 a CA O 1993 - - Building Category = Ill Model Energy Code ■ Spacial Moment-Resisting Concrete Frame Seismic Use Group /Seismic Design Category = Ill / F S8 S N s - z Washington DC. 1995 - - Seismic Importance Factor (le) = 1.5 1997 IV S - Accessibility Code Spectral Response Coefficients (Sds) /(Sd1) = 2 / 1 iss4 N 9 -2 Kentucky Building Code 1997 58 B ■ Reinforcing Steel & Prestressing Steel Ten ens Site Class = D OBC 2002 V13 S-2 Massachusetts 6th 59 B Basic Seismic System �► Bearing wall system w/ordinary _ - State Oeet, 9 Y 9 Y / rY Building Code oPC 2002 State Electrical Code 2002 - - I I Structural Welding reinforced concrete sheorwolls. MC 2002 - New York State 1864 59 C4 Analysis Procedure ■w. Equivalent Lateral -Force Procedure NEC 2002 - - Uniform Fire Prevention High-Strength Bolting Ground Snow Load (Pg) = 80 psf 1999 - _ som' u ll Code w/1992 N I I Snow Importance Factor (Is = 1.2 1996 - - osure Factor Ce = 1.3 1967 - - FOZ ARCHITECT USE ONLY Snow Exposure Carolin FOR THIRD PARTY USE ONL P ( State Building Code 2002 State Mechanical Code 2002 II S -z • Structural Masonry - Therm01 Factor Ct = 1.0 IMC 2000 - - Flat Roof Snow Load Pf = 87.4 psf 1998 - - State Energy Code 2002 - - RAD RtD PROFf 1996 - - State Electrical Code 2002 - - 3220 East 59th Street I Reinforced Gypsum Concrete 9 4f 1999 BOCA Roof Live Load (R LL = 105 psf IBC 2000 VB S -2 Maryland 2002 - - Long Beach, CA 90805 ��'� . '�' LL � atHfF S / �� Floor Live Load (FLL = 150 psf roBt Code 562- 272 -7231 A w. . tti. 9 7 1999 - - UMC International Energy 2000 Basic Wind Speed (Fastest Mile) ( = 135 mph Wind Exposure = (C) 1998 - - Ccnsendtion Code I I Insulatin Concrete Fill I - 65256 Wind Importance Factor (Ind = 1.23 1987 - - NFPA 101 Ufe 2000 (. /modnratlo e) PSI, Inc. , - Seismic Hazard Exposure Group = Ill 1994 - - = E Le h' Cede 1748 33rd Street � GEI E � Materials Seismic Performance Catego 1 991 - - IOahlgan Orlando, Florida 32839 I I Spray As ' G • H '� 4 07- 304 -5560 • 1 A State Building Cad, woo ra S -2 � Peak Velocity Acceleration (Av = 0.4 IECC 2000 - - Florida FPA ,C .4 • 1` Peak Acceleration (Ao = 0.4 N 1997 - - BuOLng Code 2001 - - Soil Profile Type = rw (MINNESOTA) I i pilings, ®� ^'I 1 Caissons ` 4 ,. lifi: , . Fire Prev ention Code 2001 - - PFS MINNESOTA Basic Seismic- Force - Resisting System ■► B Be e S = 2.0 aring wall system w /ordinary Georgia NOT SUBJECT To FIORD FIRE SAFELY COOS 2402 Daniels Street ✓ reinforced concrete sheoalls. sec ./b w 2 & • 03 Amend. 2000 S Madison, WI 53718 II Shotcrete Bding Analysis Procedure Equivalent Lateral -Force Procedure suc ./2002 Amendment 2000 - - Mece�ehaM n Cade 2003 - - 608- 221 -3361 I ' �lZ Response Modification Factor (R 4.5 NEC . /2003 Amendment 2002 - - Fll Coda 2 _ _ P FS �! F�TIGARD Deflection Amplification Factor Cd = 4 FPC e/2002 Amendment 2000 state Electrical Code 2002 - R; I ecia } pan and Fillin '- p �t1�1i0� �b'I� ,/ r Ground Snow Load (Pg = 80 psf (2000 lac, IMC, IFC ./ IN. Amend.) 9550 Skillman Street, Sui - C3Lai11J' DA 'r,�rl m Snow Importance Factor Is = 1.2 Mtneso Dallas, TX 75243 Snow Exposure Factor (Ce = 1.3 state Building Code 2003 VB S -z 214- 221 -5585 III Smoke-Control Systems p Thermal Factor Ct = 1.0 U S E ONLY FO' ENGINEER USE ONLY Flat Roof Snow Load (Pf = 87.4 psf THIRD PARTY AGEN ❑ Other Ins &iT6 2000 SBC Roof Live Load (RLL = 105 psf Floor Live Load (FLL = 150 psf Basic Wind Speed (Fastest Mile) (V = 135 mph GENERAL DESIGN NOTES INDEX OF SHEETS Use /Importance Factor (1w) = 1.15 Seismic Hazard Exposure Group = Ill 1. This is on unmanned storage 7. Building shall be placed on a foundation SHEET NO SHEET DESCRIPTION SHEET NO SHEET DESCRIPTION Seismic Performance Catego = E and equipment shelter only. supplied by others. • 1 -0 MANUFACTURED BUILDING DATA SHEET • 7 -1 CABLE RACK - CEILING VIEW Peak Velocity Acceleration Av = 0.4 • • 7 -2 CABLE RACK ELEVATIONS - 'A' & "C' Peak Acceleration �Ao = 0.4 2. Shelter F'c = 5000psi 0 28 days. 8. Building not designed for installation in a 1 -1 FLOOR PLAN Soil Profile Type = S4 Ti S = 2.0 flood prone area. 3. Building shall be placed according to state 1 -2 EXTERIOR ELEVATIONS - 'A' & • 7 -3 CABLE RACK MOUNTING DETAILS &MATERIAL UST Basic Seismic - Force - Resisting System i. Bearing wall system w /ordinary and local code from any property line, 9. This unit is approved for placement in Ohio • 1 -3 EXTERIOR ELEVATIONS - "B' & "C" • 8 -1 HALO GROUND - CEILING VIEW reinforced concrete shearwalls. interior lot line or any other building. only when: (1) the building official has • 2 -1 INTERIOR CEIUNG VIEW • 8 - 2 HALO GROUND ELEVATIONS - 'A' & "B" Analysis Procedure Equivalent Lateral -Force Procedure determined that plumbing fixtures are to be Response Modification Factor (R) 4.5 4. All items noted as 'FIELDWORK' shall be installed at the site, or (2) the provisions of • 2 -2 INTERIOR ELEVATIONS - 'A & "B' • 8 - HALO GROUND ELEVATIONS - "C" & "D' - Deflection Amplification Factor (Cd) = 4 installed and tested at the factory then OBC are otherwise met, or (3) a variance • 2-3 • INTERIOR ELEVATIONS - 'C' & 'D" • 9 FOUNDATION PLAN Ground Snow Load (Pg) = 80 psf removed for transport and reinstalled from the provisions of OBC has been granted Snow Importance Factor (Is = 1.2 at the final site. by the appropriate agency. • 3 -1 CONDUIT CEILING VIEW Si STRUCTURAL LAYOUT - ROOF Snow Exposure Factor (Ce = 1.3 - - 10 • 3 -2 CONDUIT ELEVATIONS - "A" & 'B" S2 STRUCTURAL LAYOUT - FLOOR 5. Model may be built as mirror image image. 10. Fire • extinguisher installed by others when D' Thermal Factor Ct = 1.0 not supplied by Fibrebond. • 3 -3 CONDUIT ELEVATIONS - - C" & ' S3 STRUCTURAL LAYOUT - SIDE PANEL "A" Flat Roof Snow Load ( Pf = 87.4 psf 6. Door swing and waveguide location may change due to site requirements. 4 -1 ELECTRICAL SCHEMATIC #1 S4 STRUCTURAL LAYOUT - END PANEL "B' 1997 UBC • 4 - ELECTRICAL SCHEMATIC #2 S5 STRUCTURAL LAYOUT - SIDE PANEL - C' Roof Live Load (RLL = 105 psf G 5 ALARM WIRING S6 STRUCTURAL LAYOUT - END PANEL 'D" Floor Live Load (FLL = 150 psf Basic Wind Speed (Fastest Mile) (V = 135 mph Wind Exposure = 1 hr. and 2hr. Construction built in compliance with: 6 ITEM UST 57 MISC. DETAILS Wind Importance Factor (Ind = 1.15 2001 UBC Table 7 -B, item 7 -1.1 and section 1914.3.2 Seismic Zone 4 em * = DENOTES DRAWINGS WHICH HAVE WORK Seismic Importance Factor (le) = 1.25 and 1914.3.3, table 7 -C, item 4 -1.1. TO BE COMPLETED IN THE FIELD ("FIELD WORK"). Soil Profile Type = SD Type 5 2hr. construction with YP 2 hr. fire -rated Roof and Walls. Near Source Factor (No) = 1.3 1997 SBC Section 709, table 709.2.1.1 Seismic Coefficient (Ca) = 0.44 No = 0.572 1 11 99 BOLA Sects E119 Basic Structural System -► Bearing wall system w /ordinary reinforced concrete sheorwalls. 2000 IBC Section 719, table 719.1 (2) ITEM 4 -1.1 Analysis Procedure Simplified Base Shear Procedure Response Modification Factor (R = 4.5 Ground Snow Load (Pg = 80 psf , - Snow Importance Factor (Is = 1.2 Snow Exposure Factor (Ce = 1.3 Thermal Factor (Ct = 1.0 Flat Roof Snow Load (Pf) = 87.4 psf PROJ NO VRZ6024 BLDG. NO. 20900 A FDA "A"PR FIBREBOND CORPORATION : /E A AND TRADE SECRETS OF „ /e\ ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800 - 824 -2814 D - /_� OR THE INFORMATION CONTAINED HER ANY DRN CN DATE 7/78/03 A THAN AS VERIZON WIRELESS e REASON OTHER THAN AS BY' EXPRESSLY AUTHORIZED BY A FIBREBOND CORPORATION IS CHK DATE STRICTLY PROHIBITED, THESE 11'-6" -6 » X 20'-0" EQUIPMENT SHELTER A /3\ DRAWINGS HAVE BEEN DISTRIBUTED TH THE a P MT NI DATE. 8/2/03 MANUFACTURED BUILDING UNDERSTANDING THAT ANY ONE RWISE OBTA Irh;OH SMP DATE DATA SHEET OTHERWISE OBTAINING g y P \1 l� , A POSSESSION OF THEM WILL - P S - CALE SHEET NO �-1 BE EXPRESSLY NOTIFIED OF ENG DATE NONE 1 -O R LINO D -6760 BY. DATE BLDG & PROJ. NO ADDED -TO / REMOVED -FROM SET APP DATE REV. BY DATE REVISION ENG. DATE BOM DATE THEIR CONFIDENTIAL NATURE BY • / 20' -0" [2407 y OPTIONAL IF7ELD WORKI LOCATION ® ® \ a INDICATE ® , 50 O EXTERIOR FINISH SCHEDULE _ _ __ A 0 STANDARD IF NO. rASINDICATE COIOR/PART NUMBER \ ; Z r / 1 1 �� EXTERIOR FINISH: YES NO COLOR PART NUMBER " ;� �!�' • ll\\ 77 CORNERPOSTS THOROSEAL ❑ I= & ROOF EDGES: THOROLASTIC ❑ ® • THOROSEAL TEXTURE q,. AND LATEX PAINT ® � ❑ DOWN POUR 20920.1 • i '; 7 � I OPT A PATCH ONLY CI ® O \ I 1 , iV A/C PAINT COLOR: MODEL COLOR ❑ _ ® DOWN POUR 20920 /.V I DOOR PAINT COLOR: MESA TAN ❑ El DOWN POUR 20920 iii EXTERIOR CAULK: MESA TAN ❑ ® GRAY 46 -----/ I INTERIOR CAULK: MESA TAN ® ❑ 1 , _ GRAY ❑ ® co OPTIONAL ,,, . —'— 1`_ LOCATION I 1 I I CHECKERBOARD EXTERIOR SEALER: EA (STANDARD) ❑ ® ® `' 1 I i TWO — TONE FLOOR CO 1 1 I INTERIOR SEALER: NONE (STANDARD) ® J I=1 ® 1 1'M" •M I EA (WHEN USED) ❑ . - © 0 RAPID ROOF COATING SYSTEM BY CONKLIN O CONCRETE I \ I y In SKIN _ - - — POLYISOCYNURATE , /' THIS SHELTER NOT FOR k INSULATION / i / / i / // HUMAN HABITATION ► � t�l I ^ = I 5/8" TYPE "X" ' ∎ "=i).47/ ` � ! � � � COMBO SHEETROCK — � � �� _-� � �� 7 AI PANEL FURRING STRIPS \ I = Q 1 ON CENTER INSULATION RATE T 3/8" FRP TYPICAL ROOF NSULATION 50 000000000, ISECTION CONCRETE SKIN I ^ �1 SMOOTH FINISH W / ® • • ,-~` ov �� HARDENER • "PACIFIC BLUE" A ` P / OPTIONAL ® —I FTELD WORKI S�� R 0,c7c / ' 1I8' TILE � `` ' l � � � ti ,Q ' I FIELD WORKI LOCATION co ' �C+►NEf . -4, C -� .' 3/8" FRP 1' FURRING STRIPS FLOOR PLAN — 65 25 6 CONCRETE 43E24 5 /8" TYPE "X' @ 16" ON CENTER SKIN 07 SHEETROCK 228.3 SQ. POLYISOCYANURATE / TYPICAL WALL ORE GO �. 4� , INSULATION n 11 SEC TYPICAL FLOOR SECTION A -A SECTION '9 - • . 3• SCALE. NTS kiEFFREI\ EXPRAnQH DA ? W11.1 ! PROJ. NO. VRZ6024 BLDG. NO 20900 p A � oNFO D DE w�° SEET THE FIBREBOND CORPORATION A l AN TRA CRS OF il AA FIBREBOND CORPORATION Fl BND" ANY USE OF THESEDRAVANGS 1300 Davenport Drive Minden, Louisiana 71055 800 - 824-2814 /\ OR THE INFORMATION 0 O A CONTAINED HEREIN FOR ANY ORN GN DATE 7/28/03 VERIZON WIRELESS REA SON OT ^ EXPRESSLY AUTHORIZED BY /�\ FIBREBOND CORPORATION IS 9YR DATE �� STRICTLY PROHIBITED THESE 11 , -6 N X 20 A -0 EQUIPMENT SHELTER A ORAN1NGS HAVE BEEN , 0 DISTRIBUTED WITH THE : MT DATE: 6/2/03 UNDERSTANDING THAT ANY FLOOR PLAN. ONE RECEIVING OR APP I OTHERWISE OBTAINING BY SMP DATE:7 /n ELEVATION KEY A POSSESSION OF THEM WILL SCALE SHEET NO: • BY DATE SLOG & PROJ NO ADDED -TO / REMOVED -FROM SET APP DATE REV. BY DATE REVISION ENG DATE BOM DATE THE THEIR DENT BY DATE 3/8"=1'-0' 1-1 B NO D -6760 20' -4" [2447 1 1 ' -10" [1427 OPTIONAL 'FIELD WORK] OPTIONAL 'FIELD WORK LOCATION LOCATION c0 0 \ e ob-c, . — 0 II • A ° I I .0; • �`� . 0 . O 1 ® 0 I 0 - - -= - - - -•., , OPT7ONAL LOCATION 0 1 BLDG I FIELD WORK N o ID PLATE ® O 0 i 'SEALTIGHT , ^ i'SEALTIGH , 0 O PT70NAL 0 C --- FIELD W RK LOCATION 0 0 (= = = = = == _ I — = = ° = = 0 0 , I STATE E._ = -== = = =_ == = = = = == INSIGNIA ---- - - - - -- �® `�5 - === ---- - - - - -- FIELD WORK ._ 50 OPTIONAL N ® : 'Egg _ P----2. ___. 41 i i i iii ! Q ' __ _ _ _ ___ LOCATION O ,♦ . � — — — _ _== _ - - - -- 0 ® • ® OF N W/G ® LOCATION • 7 \ \ keo ELEVATION A 0 ELEVATION B 32 `° NOTE; 0' N�1N E INSTALL GROUND BAR AND GROUND WIRE UNDER INSTALLED WAVEGUIDE. - � 65256 � `: LOCATION OF BAR AND GROUNDING WILL BE DETERMINED ON A PER SITE BASIS. 1 y OREG' �� p 4,y 4 R 3 11p k. t , iEFFRE . CO'‘' I r DXPLRATlON DATE: 17f:1 PROJ. NO. VRZ6024 BLDG. NO 20900 O , E PLANS ARE THE ANDFTRADEISECRE7Y FIBREBOND CORPORATION , Fff(D. A A WNCS 1300 Davenport Drive Minden, Louisiana 71055 800- 824 -2814 O O n A REASON THE INFORMATION /N HEREIN THAN ANY DRN GN DATE 7/28/03 VERIZON WIRELESS REASON OTHER THAN AS BY' EXPRESSLY AUTHORIZED BY FIBREBOND CORPORATION IS CHK. DATE STRICTLY THESE BY. 11 ' -6" X 20' -0" EQUIPMENT SHELTER O A DISTRIBUTED WITH THE 9YP' MT DATE: 8/2/03 • UNDERSTANDING THAT ANY _ EXTERIOR ELEVATIONS A & B ONE RECEIVING OR Z OTHER OBTAINING BA SMP DATE.';'; i i i) l ELEVATION KEY A / J POSSESSION OF THEM YNLL ' ./ SCALE SHEET ND._ R NO D -6760 , BE EXPRESSLY OTIFIED ENG DATE g /8 =/� -Q 1 -2 B BY. DATE BLDG. & PROJ. NO ADDED -TO / REMOVED -FROM SET APP. DATE REV. BY DATE REVISION ENG DATE BOM DATE THEIR CONFIDENTIA NATU RE Br 20' -4" [244'J 1 1 ' -10" [1427 I� 'FIELD WORKI 50 � OP T IONAL� I FIELD WORKI OPTIONAL 0 ^ LOCATION LOCATION I r" KC ' 800 5D �.y�J CJT >' X � o /— lig 9 c• Q - -_ - - - -J O SERVICE L ' f, ENTRANCE - FIELD WORKI f €11 r,...--, ® ® iPTIONAL _ N o _ o 0 L . = = -- OPTIONAL 0 LO t. _= J O 1 � -° ' "° � FIELD WO 1 —O 31 OPTIONAL , 50 ♦' MI E N C ° ° ° IL ° a LOCATION - - - - -- OPTIONAL HE'D oNAL °_ - HE'D O F ' � ' LOCATION OF N WA OF G N WAG p N .r ® WAG . — — ., 0 ELEVATION C 0 ELEVATION D \ g � E ckEO PRO Ffs si NOTE: V v6tNe .0y 1. INSTALL GROUND BAR AND GROUND WIRE UNDER INSTALLED - � 65256 � ,' WAVEGUIDE. LOCATION OF BAR AND GROUNDING WILL BE DETERMINED ON A PER SITE BASIS. Arl) � A GREG 1 , 3 . �� if F F •. 474 • EXPIRATION OATS Imo PROJ. NO. VRZ6024 BLDG. NO 20900 • O ' THESE PLANS ARE THE i FIBREBOND GONFIDENTIQPROPERTY FIBREBOND CORPORATION A ANY USE O AND USE OF THESE CORPORATION TI BOND SECRET FluRt,WND. A DATI ON RMM W 1300 Davenport Drive Minden, Louisiana 71055 800-824 -2614 iY` A A OR THE INFORMATION 0 0 A CONTAINEDHEINFORANY EXPRESSLY AUTHORIZED BY DRN WI/ DATE )/'1803 REA SON OTHE THAN VERIZON WIRELESS A A FIBREBOND CORPORATION IS CHX DATE STRICTLY PROHIBITED THESE BY 11' -6" X 20' -0" EQUIPMENT SHELTER A DISTRIBUTED � THE By MT DATE 8/2/03 UNDERSTANDING THAT ANY EXTERIOR - ELEVATIONS C & D 0 A ONE RECEIVING AI APP OTHERWISE OBTOBTAINING BY. O . SMP DATE" H. E L EVAT I 0 N K EY A POSSESSION OF THEM WILL SHEET NO . BY: DATE BLDG. & PROJ NO ADDED -TO / REMOVED -FROM SET APP. DATE REV. BY DATE REVISION ENG. DATE BOM. DATE THEIR ONF DENTIAL E7G DATE 40 0 1 -3 B No D -6760 , I' i 20' -0" [2407 / OPTIONAL 'FIELD WORKI LOCATION 0 ® ® , 50 0 ,...„„„,„,,, N. 2 N 18' 18" 24" N � OPTIONAL I , I LOCATION 415 ■■ e 02 I 19 II 19 1 ■ . u N :1 1 co OPTIONAL LOCATION I � I i I 19 I I 19 I 19 • 1 , Mir •M ' -� 1 76" ■ ® \ . 0 O 19 19 ,■ Z . 0 rI T 19 N = imi N ® v �� COMBO / / / /. % ■ I % / / / : = / //' I PANEL C iO ®0 • ® ,„„tD PRo s / OPTIONAL ® — I FIELD WORKI ® V �G 1 T1E1-R • / O ~4 'FIELD WORKI / �, CEILING VIEW - 65256 ORE i NOTE: .e ms 9q 3 j l0 1. ALL MEASUREMENTS SHOWN ARE ACCURATE WITHIN ± 1/4" 4� / I. ALL ADJACENT BOXES SHALL BE THE SAME DIMENSION. JEFF 107 DC?IRA?1OM DATE h17 ra PROJ NO VRZ6024 BLDG. NO. 20900 THESE L. CONFIDENTIAL ARE FIBREBOND CORPORATION `" , , y e. CONFIDENTIAL PROPERTY i�i�E AND TRADE SECRETS OF VIB I I). N S USE OF THESE CORPORATION ONAM R ANY USE YA NG$ 1300 Davenport Drive Minden. Louisiana 71055 800 -824 -2614 Y OR THE INFORMATION THESE ORMATION O O A O , REASO EINFO ANY DR GN DATE 7/28/03 VERIZON WIRELESS REASON OT THAN M©7 EXPRESSLY AUTHORIZED BY O MN S RI P CO I BITE D TN S BY" DATE. 11'-6" X 20'- 0'' EQUIPMENT SHELTER DI STRICTLY PROHIBITED THESE RN DI STRIBUTED IBUS HAVE B TH E ,� DISTRIBUTED WITH THE BY MT DATE 8/2/03 UNDERSTANDING THAT ANY INTERIOR CEILING VIEW ONE RECEIVING OR OTHERWISE OBTAINING BY SMP DATE lS � 1, ELEVATION KEY n POS SESSI O N S YF NOTIFIED SCALE SHEET NO BY DATE REVISION ENG DATE BOM. DATE THEIR B �� BE IR CONFIDENTIAL NATURE BY. ENG DATE 3/8=1' -0 2- 1 B NO' D -6760 BY: DATE BLDG & PROJ. NO. ADDED -TO / REMOVED -FROM SET APP. DATE IR CONFIDTIAL NAU 19' -2 1/4" [230 1/4 10' -8 1/4" [128 1/47 / i y 43 ° ® ® OPTIONAL 498 " CD OPTIONAL ® LOCATION ® 0 LOCATION 6 \ /'3 r- _ ' n ( f--4 - _________ r -' `-' ` 7 s" 4 ® 1 C 3 e LOCATION rr © . O ® __ OPnONA ® L IN e 1 N , LO CATIO • ® ■ ..: to e • i ,. @ 0 a) ______ _______ _ .. L__. D cv -_-_- 0 a 0) • ® 0 - r ■ r ro 1 N LIE OPTIONAL (0 „ 11 ___,,t ® LOCATION v. Q N ` X 8 ., cV N N \ I. 66” A 24" 1 , ELEVATION B 77" X ELEVATION A EaEO PROf1S NOTE: 4, * 6 IHFF s - p♦ 1. ALL MEASUREMENTS SHOWN ARE ACCURATE WITHIN ± 1/4" - ' 65256 " ALL ADJACENT BOXES SHALL BE THE SAME DIMENSION. ORE 4 LIEF FRE 117 11 69 ) 1 EXPIRATION DAM: 17,15k41 PROJ. NO. VRZ6024 BLDG NO 20900 THESE PLANS ARE THE A E. ROPERTY AND TRADE SECRETS FIBREBOND CORPORATION " :% AND TRADE S NII ND, FIBREBOND CORPORATIH ON O A ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 300- 6242614 A OR THE INFORMATION 0 0 CONTAINED HEREIN ANY BY THAN A REASON OTHER THAN AS DATE. 7/28/03 VERIZON WIRELESS ///�� EXPRESSLY AUTHORIZED BY O /y\ FIBREBOND CORPORATION IS BY DATE 11'-6" 20'—O" EQUIPMENT SHELTER STRICTLY PROHIBITED / \ DRAWINGS HAVE BEEN THESE DISTRIBUTED WTH THE APP MT DATE: 8/2/03 UNDERSTANDING THAT ANY BY O REC SE I OBT O U R MNG BY SMP DATEL /; J��. INTERIOR ELEVATIONS A &k B E L EVAT I 0 N KEY POSSESSION OF THEM WILL SCALE SHEET NO BE EXPRESSLY N TIAL NATURE E ND DATE J /8" I - 0 • 2 - 2 B ND D - 6760 BY DATE BLDG 8 PROJ NO. ADDED -TO /REMOVED -FROM SET APP DATE REV. BY DATE REVISION ENG. D ATE B OM DATE THEIR CONFIDENTIAL NATURE BY - 19' -2 1/4" [230 1/47 10' -8 1/4" [128 1/47 48" OPTIONAL • • 28 ,® 43" 0 m LOCATION ,� 0 :)UUC OPTIONAL O I : - IL�` �� ^II �OOC • . LOCATION co ICL .JOOC I,•ir !;r'\ IL�00C.II 6" c V., — — --,1 • . Lo o . . ® LOCATION CD _ o 0 OPTIONAL oo LOCATIO ® E 1 E•1 ® ® LOCATION f3 "1 i OPTIONAL °y LOCATIO® t. 48" 72" N 0 ELEVATION C ELEVATION D NOTE: �, g" 61 lit S- f 1. ALL MEASUREMENTS SHOWN ARE ACCURATE WITHIN ± 1/4". 4• 1 ALL ADJACENT BOXES SHALL BE THE SAME DIMENSION. - 65256 _ .4,OREG• ;+ 9 3, �/ ,JEFFRE 2 (, .. .7:-i3N DATZ .7 4 PROJ. NO. VR26024 BLDG NO 20900 A THESE PLANS ARE THE t� �y A CONFIDENTIAL PR OPERTY FIBREBOND CORPORATION i� ✓E AND TRADE SECRETS OF ///�� FIBREBOND CORPORATION ANY USE OF THESE DRAWINGS FlBMF:IWND� ME: /6\ X 300 Davenport Drlve Minden, L.O1118IanH 7055 BOO - 824 -264 av` / T n \ CO THE INFORMATION CONTAINED HEREIN FOR ANY D R N N G DATE 7 VERIZON WIRELESS REASON OTHER THAN AS BY ///�� EXPRESSLY AUTHORIZED BY A STRICTLY FIBREBOND CORPORATION II D IS B K DATE 11'-6" X 20'-0" EQUIPMENT SHELTER DISTRIBUTED ' \ ' DRAWINGS HAVE BEEN THESE %MTH THE B�• MT DATE 8 / 2 / 03 A ON RECEIVINGORHATHNY INTERIOR ELEVATIONS C & D ONE RECEIVING CR OTHERWISE OBTAINING ty SNIP DAT;4/57'0 J l ELEVATION KEY . n POSSESSION OF THEM WILL SCALE - =IOSHEET „G BE EXPRESSLY ENG. ' 2 • -3 B NO D -6760 BY: DATE BLDG. 8 PROJ. NO. ADDED -TO / REMOVED-FROM SET APP. DATE REV. BY DATE REVISION ENG. DATE BOM. DATE THEIR CONFIDENTIAL NTIAL NATURE BY DATE 3 /B / 20 -0" [240 J . y' OPTIONAL I FIELD WORK] 0 ORK] . LOCATION ® ® - - - CI • I - - . A \ II - -- - -- 0 j _ H. i' % OPTIONAL . e 0 ® \ 19 19 19 y ; ;; ,LOC4TION ® O O O 'u 1 '.v i.■ • 46 .. ;1 1 e. C O OPTIONAL . . n LOCATION I ' I � L� �' Q I 1 elj JI i • N is e A ■ 0 0 1 19 Q b 19 19 m I COMBO - %/ A R WA111 I % / / / / /I: - Al PANEL C I Q.... iv ®® ®® OPTIONAL ® -FIELD WORKI FIELD WORK LOCATION gt E 4EO PR OPte: CEILING VIEW CONDUIT KEY �t - -.- - o1HtE /'i, A.C. LOW VOLTAGE PVC -- 65256 " NOTE: A =1/2' AA = 1rr XA =112' - B =3/4' BB =3/4' XB =3/4' 1 , OREG• O. 1. CONDUIT SHOULD BE INSTALLED AS SHOWN. ANY c =1• CC =1• xc =1' , • 9 5. , y� l CHANGE TO 90' BENDS, OFFSETS, AND SADDLES E =11/2' EE =1 1/4' X =11/ . 4 �, - E =11/2 F . > X . � � �� SHOULD BE DONE ONLY WHEN NEEDED AND SHOULD F =r FF = xF =r dfF BE UNDER GUIDANCE OF A QUALIFIED SENIOR CREW G = 21/2' GO = 21/2' XG = 21/r LEADER. ANY CHANGE MUST BE WITHIN THE GUIDELINES H =3" HH .3. XH =3" OF PROCEDURE; 4- 1 GENERAL CONDUIT RULES 1= 31/r 11=31/r XI = 312' 1 -X ?''An� DATE:1 3 (( ; J =4' JJ=4" XJ =4' . • PROJ. NO. VRZ6024 BLDG. NO 20900 A CONFDEENNTIIAL ARE PRROPE Y FIBREBOND CORPORATION �:% A AND TRADE SECRETS OF CORATION ///�� ANY USE OF THE SE DRAWL MI I 1p O !!!/000\��\ ,ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800-824-2814 OR THE INFORMATION O O I - REASONED HEREIN FOR ANY B GN REASON OTHER THAN AS BY Y DATE: 7/28/03 VERIZON WIRELESS EXPRESSLY AUTHORIZED BY O STRICTLY PROHIBITED ES K. DATE 11'_6" X 20' -0" EQUIPMENT SHELTER STRICTLY PROHIBITED THESE A DRAWINGS HAVE BEEN WITH APP DISTRIBUTED TH THE BY MT DATE 8/2/03 � UNDERSTANDING OR CONDUIT CONDUIT CEILING VIEW . !Z1 - ONE E RECEIVING RECEIVING OR AP P I / /�� OTHERWISE OBTAINING BY SNIP DATE; if �L) ?, ELEVATION KEY POSSESSION OF THEM WILL SCALE =I' SHEET NO E EXPRESSLY BY DATE BLDG & PROJ NO. ADDED-TO / REMOVED-FROM SET APP. DATE REV , BY DATE REVISION ENG DATE BOM. DATE THEIRCONFIDENTIAL _BY: D J — O ' 3- 1 B z D -6760 19' -2 1/4" [230 1/47 10' -8 1/4" [128 1/47 00 ® t 0 OPTIONAL ® .. e OPTIONAL 1 ®�� ®LOCATIO B e \ oo _ • ...: , Apar r..)000, t %_, t-T /- L./ Li O! CSI AA Irr - I 1 �� 4 O co riFate a OP�,yA AA ' N 4.14 3 O ® Lt =. r. 0 in ‘ 0 (4 .1 jil RA 11711 Auk _ ala 2 e E. E F. E.". E. --7. E E. F. 0 ‘ r • W .17.77-=-======== At% * I LP — - e @ e 0 fa rIP 0 -- D CI EEEEE.EEEEE ----------- v . . i ========= _________ 1 - o E3 ® r - ill It C fig Cr) e Is _ .gyp i' ;�7L � ■ eiA • ' ® � LOCATION Y • 33 E7 • 0 0 A \ ELEVATION 36 ELEVATION A B CONDUIT KEY A.C. LOW VOLTAGE PVC A =1/2 AA =1/2' XA =1rr 0tEO PRO NOTE: c 3/4• BB 3/a• C 3/4• Q � 0" a � hE � 4:r. 1. CONDUIT SHOULD BE INSTALLED AS SHOWN. ANY D =11/4• DD =1 1/4• XD =1 1/4• ■ . E . 9 ... CHANGE TO 90' BENDS, OFFSETS, AND SADDLES E=11/2' EE =1 1/2" xE =11rr - 65256 SHOULD BE DONE ONLY WHEN NEEDED AND SHOULD F = r FF = 2' xF = 2' - ' ORE GO BE UNDER GUIDANCE OF A QUALIFIED SENIOR CREW G = 21/2' GG = 212• XG = 2 1rr LEADER. ANY CHANGE MUST BE WITHIN THE GUIDELINES H =3' HH = 3 XH = 3• � l9 3 • • OF OF PROCEDURE; 4-1 GENERAL CONDUIT RULES. 1=31/2' 11= 31/2' XI = 31rr 4 J =4' � =a' � =a' JfFFRE'� ., l7 (() EX? AT ON LATE: WJ Yi( PROJ. NO VRZ6024 BLDG. NO 20900 C ONFIDE PLANS ARE THE FIBREBOND CORPORATION A THESE NTIAL RET EA7Y �\ •_�� IO, AND TRADE SETS F O Apr(U E O COCRERPORATION PIHRhR)ND• 4 P; ANYUSEOF 7HESEDRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800-824-2614 OR THE INFORMATION ©, CAPTAINED HEREIN FOR ANY BY GN DATE 7/28/03 VERIZON WIRELESS REASON OTHER THAN AS © O EXPRESSLY ADTHORRED BY CMK �\ STRICTLY P CORPORATION IS BY DATE: 11'-6" » �/ 20'-0" EQUIPMENT SHELTER (, H J ,e, DR TRIBUT NA BE TME U /� I,..- 1 _ _ UNDERSTAND NG TT ANY APP MT DATE 8/2/0.3 ONE RECEIVING OR CONDUIT EL EVA TIONS A & B qpp ,( / , f 0 e OTHERWISE OBTAIMNG BY• SMP DATE. ELEVATION KEY POSSESSION OF THEM MI SDALE. SHEET NO: BY: DATE BLDG. & PROJ NO. ADDED -TO / REMOVED -FROM SET APP. DATE BY DATE REVISION ENG. DATE BOM. DATE NOTIFIED OF TURF BY 3�8 = G DATE 1' -0' 3 -2 B No D -6760 19' -2 1/4" [230 1/47 1O' -8 1/4" [128 1/4'] I ® •9 9 6 \ . 0 I I v va o �f1 `1_J, D PVC 7 1/, Y • V ' i-, ,-- , T,_.11 • O O • /` , I , I T `_1 (.S",r j - � - 40 1 r �r ✓ \�YJ I r ::J :J • - , r - , r - , r - � ❑ 0 II r _ r . r - I I , r - , r r -I 1 co e M /ThAA rN E. .3 an:rum E' .D. \67/ • 0 0 0 0 0 0 ® 0 O A co d • • ® 6) 0 0 N. H H H i en . 0 \ ... ELEVATION C ELEVATION D --�iA CONDUIT KEY f '` A.C. LOW VOLTAGE PVC, 7 :,, 4 NOTE A =1rr AA =1/2' xA =1/2' B=3/4' BB =3/4' )CB =3/4' iititOtpi 1. CONDUIT SHOULD BE INSTALLED AS SHOWN. ANY C =1• DD =1 1• xC =1• `�, CEO Ilt 0. D E =11/2' EE =1 =1112' XE CHANGE TO 90' BENDS, OFFSETS, AND SADDLES =1 1/4• 1/4' XD =11/4• =11/2' * / t t1 1 F4 \. SHOULD BE DONE ONLY WHEN NEEDED AND SHOULD F =2' FF =2' xF =2' — 65256 BE UNDER GUIDANCE OF A QUALIFIED SENIOR CREW G =21/2' GG =21/2" xG = 21/2' LEADER. ANY CHANGE MUST BE W I T H I N T H E GUIDELINES H =3' HH =3' xH =3• ,$ OREG i I iy __ _ OF PROCEDURE; 4-1 GENERAL CONDUIT RULES. 1=3 yr 11=31/2' xi = 31/2' A . 14, 4,4. 6 /fFFREI V ` 4�7 J ESSEMEWillialiVI PROJ NO. VRZ6024 BLDG NO 20900 A. A THESE PLANS ARE THE FIBREBOND CORPORATION � CONFIDENTIAL PROPERTY �� AND TRA DE SEC OF 4 A OBREBON CORPORATION 7 I O5$ 800-824-2614 FIBRF;IWRU. A ANY USE OF THESE DRAWINGS OR THE INFORMATION Davenport L 1300 Davenport Drive Minden, Louisiana - 824 -26� 4 i`/I A /,\ RE S OINO T HEREIN FOR ANY BYN GGN DATE 7/28/03 VERIZON WIRELESS © Co EXPRESSL AUTHORIZED BY BY THAN AS Q S CT P CORPORATION IS BYK DATE > > 6" X 20'-0" EQUIPMENT SHELTER STRIRICTLY LY PROHIBITED D THTHESE 1...,..-1 DISTRIBUTED DISTRIBUTED NTH TH E Fr MT DATE 8/2/03 y� /, UNDERSTANDING THAT ANY CONDUIT ELEVATIONS C GY D ONE RECEIVING OR ERVASEOIT re SMP DATE'V C; , 0 j ELEVATION KEY , A ME POSSESSION OF THEM WILL SCALE =1 SHEET NO -0' 3 -3 B R NO D-6760 BEEXPRESSLYNDOF END BY. DATE BLDG & PROJ. NO ADDED -TO / REMOVED -FROM SET APP DATE REV BY DATE REVISION ENG. DATE BOM DATE THEIR CONFIDENTIAL NATURE BY ,/ /p DATE 120/240 VAC 10 200 AMP SERVICE SUPPLIED AND INSTALLED BY SITE ELECTICAL CONTRACTOR /4 — I 1 /3 /0 PANEL CIRCUIT SERVICE: _120/240 VAC - AND DESIGNATION: N/A LOAD SCHEDULE LOCATION: _ N/A LOAD LOAD PER PHASE (VA) j w w w w pR. j LOAD PER PHASE (VA) LOAD Q. I , ti y d 2 PHASE DESCRIPTION UNIT PHASE � ? a g Q Q k a � ? UNIT DESCRIPTION o V.A. A B C u 3 2004 • ® 3 § 8 A B C V.A. 0 2 /6's 1 /10 I / _ BLK 0 - o • 0 BLK - SPACE 4 1 /10 .1 SPACE - 604 60A �- O RED o l e R � THHN 10,000 6 2 60 X - 5696 5696 1 4 - - 3 1 5696 - 5696 - X 60 2 6 10,000 THHN — I � 0 0 0 ^� - - HVAC /1 - - BLK ^ ^ BLK - - HVAC 12 I 5696 5696 X 60 2 6 10,000 7HHN —4 • • o-- THHN 10,000 6 2 60 X 5696 5696 1 6 - 204 7 SPACE - - RED oo R THHN 10,000 12 1 20 X - 120 - 120 1 VENT SYSTEM 8 51 • 204 20A S PARE - - 20 1 10,000 B o �• ��• BUC 90� INTERIOR. EXTERIOR. `(/ 9 2n4 THHN IO,00O 12 1 20 X 892 - - 67/ III EMERGENCY UCHTS 1 0 7 2 - - - Z... 0 ELM H 1 1 I RECEPTACLES RED 6 180 - 1080 - X 20 I 12 10,000 THHN R EDS oo � o RED _ _ 21 / 12 3a4 - - 12 � J s 1 Z I 1200 1200 - - X 30 2 10 10,000 THHN B �� o o 1 4 J RECTIFIER 15 1 1200 - 1200 - x 30 2 10 10,000 THHN 2g2—c, --' RE - - 1 6 JOA — p 4C 1 1 1200 1200 - - X 30 2 10 10,000 THHN B — o - K - - _ 18 v \ RECTIFIER • NOTE 5 1 9 1 1200 - 1200 - X 30 2 10 10,000 THHN R b00 o � RED - - 2C 304 21 1 1200 1200 - - X 30 2 10 10,000 THHN B[K y � o � -, B - - 22 RECTIFIER 23 1 1200 - 1200 - X 30 2 10 10,000 THHN R b.0 o �� - - 24 30A 25 I 1200 1200 - - X 30 2 10 10,000 THHN B 0 I o o � K - - SPACE 26 7 R£CI7F7ER - - RED ^ ^ RED - - I 1200 1200 X 30 ? f0 10,000 7HHN 28 30A 29 I 1200 1200 - - x Jo 2 10 10.000 7HHN eL�'r LK Bp• - - 3C RECTIFIER 3 1 1 1200 - 1200 - X 30 2 10 70,000 THHN R ED • o o �gRED - - 32 30.4 33 1 1200 1200 - - X 30 2 10 10,000 THHN BI —'� O 0 • ,� 34 RECTIFIER — 5 1 1200 - 1200 - X JO 2 10 10,000 THHN RED a � ■ - - 36 3 /103 _ _ B –/---"... • ^o BLK - - 38 NOTFS; . Z — 39 - - RED RED - _ AEp PROff 1. ALL WIRE 7D BE / 12 7HHN/THWN SPACE o o___ '`E ss� UNLESS NOTED OTHERWISE. • • ; BLK - - ` � �� I � F f � "If 4 COLOR CODE: 41 - - AO a BLACK - - f B0 = RED .4P4P4•r wv.ww4.7.sr w4747 I: • t '• ,, , ,,,, „,,,,,,,,, ,, , ,,,,, _ is i 1 TOTAL KVA •. � 4 4 * � * � 4 ��4� t 4 ••*••• � •0 � .. 4 ��t� • � • �4t��4 • 7200 8280 - ••••••••••••- •••t ��H t�•••�•••••• � • ••••••••1•••••1•••••••• 892 12o sous coNTIN000S X 1.2' 20.67 65256 CO = BLUE � Mill' • 4�� H�t �4�� NEUTRAL = WHITE ♦��• ��•� • i �� ♦��t.� �� _ GROUND = GREEN •• .� ••••••• •�•••••••• is . r �• ••••••��4.� a ��•••••�� •-••••••••••• � t�� ••••••••••••�� t��4��4��•4•4��4��••-•••••••H �♦ •• 5696 5696 GREG' �� •� �t_:� �•� ♦ ♦��•�� ,� •�•,,, •, ,, ,•�• ,N •,, •: 0 N- INTINUOU �f 2. ALL WORK TO CONFORM TO N.E.C. VOLTAGE: 120/240 CYCLE: TOTAL KVA 60 PHASE: t WIRES: 3 MANUFACTURER: GENERAC NON- CONTINUOUS LATEST STATE ADOPTED EDITION qq • 3 3. LABEL SERVICE DISCONNECT WITH A NEUTRAL 225 AMPS �� RED TAG. TYPE AND CATALOG NUMBER: 004896 - F73/10884 4. SWITCH LEG CONDUCTORS SHALL BE MAIN BREAKER: 200 AMP FRAME I A/C: 10.000 17RIP: 200 AMPS ND EOLIAL ❑ APPROVED EOLIAL TDTAL KVA ® �E FFR - r THE SAME COLOR AS CIRCUIT CONDUCTORS. ,WAIN was.. AMPS I MAIN COPPER BUS: 225 AMPS • �� 5. PULL WIRES TO END OF N/REWAY. COIL MOUNTING: SURFACE ® FLUSH ❑ TOTAL AMPS 180.81 15' -0 SPARE AND TAG. MAINS: TOP ® BOTTOM ❑ O 4 w;X N P!RATI DATE: ( If y PROJ.NO VRZ6024 BLDG. NO. 20900 A ARE FIBREBOND CORPORATION AND TRADE SECRETS OF FTI D. A ANY USE A FIBREBOND USE OF THESE THESE CORPORATION DRAWINGS NWI AGS 1300 Davenport Drive Minden, Louisiana 71055 800- 824 -2814 i OR THE INFORMATION CONTAINED HEREIN FOR ANY ORN GN REASON OTHER THAN AS BY DATE 7/28/03 A VERIZON WIRELESS A EXPRESSLY AU STRICTLY . STRICT CORPORATION T .TH IS BYK DATE '-6” 1 1� A 11 X 20 - 0 EQUIPMENT SHELTER DRAWINGS HAVE BEEN A DISTRIBUTED WITH THE ff.! MT DATE 8/2/03 UNDERSTANDING THAT ANY • ONE RECEIVING OR ELECTRICAL SCHEMATIC 1 /� WIL OTHERWISE OBTAINING BY SMP DATE:? /e /1\ POSSESSION OF THEM L , L . SCALE SHEET NO.. B BE EXPRESSLY CONFIDENTIAL NATURE_ BNG DATE NONE 4-1 1 L7 NO D - 6760 BY. DATE BLDG & PROD NO ADDED -TO /REMOVED FROM SET APP. DATE REV. BY DATE REVISION ENG. DATE BO DAT THEIR C ONFIDENTLIL NATURE. Br 200 AMP GENERATOR NOTES: RECEPTACLE O6 120/240 VAC 10 200 AMP 1. DASHED LINES DENOTE FIELD A0 80 N G SERVICE SUPPLIED AND INSTALLED WORK. . BY SITE ELECTRICAL CONTRACTOR 0 0 0 0 2. ALL CIRCUIT BREAKERS ARE 10,000 A.I.C. #3/0 0 0 0 0 i AS SUPPLY DEMANDS CHANGES. © C SERVICE LATERAL --- E OR DROP 3. SERVICE BOND IS TO BE MADE BY DEVICES (STRAPS, SCREWS, ETC.) SUPPLIED BY 2 00A b 200 AMP EQUIPMENT MANUFACTURER. IF NO SUCH 0 0 200A MECHANICAL INTERLOCK b GENERATOR DEVICE IS SUPPLIED, BOND IS TO BE MADE ) o � MANUAL TRANSFER SWITCH ) � RECEPTACLE WITH A MINIMUM OF #1 /0 AWG FOR 400 AMP O 6 SERVICE, #2 AWG FOR 300 AMP SERVICE, 2 " CONDUIT #4 AWG GREEN FOR 200 AMP SERVICE, AND SERVICE BOND 3 #3 /0's, I #4 • d #8 AWG GREEN FOR 100 AMP SERVICE. • SEE NOTES 3, 4 TYPE THHN 200AE ) 200A 200A MANUAL TRANSFER / PANELBOARD `— IS 4. WHEN SERVICE OVERCURRENT DISCONNECT IS TO BRANCH 0 FIELD INSTALLED, A TEMPORARY SERVICE BOND • A" PHASE CIRCUITS WILL BE INSTALLED FOR SAFETY PURPOSE. SURGE 131 SERVICE BOND SUPPRESSOR SEE NOTE 3 &4 5. CONDUCTOR OVERCURRENT PROTECTION DEVICES . - FIELD WIRING ARE SELECTED IN ACCORDANCE WITH 1996 NEC / GR O UND GROUNDING ELECTRODE (ARTICLE 240 -3). INSTALLED IN ACCORDANCE B WITH NEC ARTICLE 250 - 6. CONDUCTOR SIZING IS SELECTED FROM 1996 NEC 200A MANUAL (ARTICLE 220-1 ON. B' PHASE TRANSFER /PANELBOARD BRANCH CIRCUIT SURGE 4 O 7. #2 AWG GREEN FROM MASTER GROUND BAR TIES LOADCENTER UP SUPPRESSOR TO GROUND IN PANEL BOARD. TO 40 POSITIONS— I LIGHTING SCHEDULE MI r r - MANUFACTURER MANUFACTURER ELECTRICAL FIBREBOND QUANTITY - 0 0 _. �o 0-_ PART NUMBER CHARACTERISTIC PART NUMBER NEUTRAL BUSBAR METALUX MWTR240A 120VLEJ 120V /90W 10486 9 3 ® A0 1 —o • o`, � o— AND BRANCH CIRCUIT NEUTRAL DUAL-LITE EZ -2 120V/15W 13762 1 CONNECnoNS DAB -MAR DW1000 120V/35W - 1 e \ tpEO PRo,t: \CD UM - 0 • 0-. 0-0 0- fit HfF .-. ..- 65256 _ —0 0— —0 0— • J s ORE I.1 - 1111 • � q . 4 • •PLETON AR- 20044RS .9 3� �� N . -O Eftl VIEW 4 4EFFRE ' I/ DzPIRATlON DATE,: (7 ( (tail PROJ NO. VRZ6024 BLDG NO. 20900 A CONFIDENTIAL FIBREBOND CORPORATION A CONFIDENTIAL PROPERTY �\� L /•\ AND TRADE SECRETS OF FIBREBOND CORPORATION FIIIRk.I.O D. • ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden. Louisiana 71055 800 - 8242814 OR THE INFORMATION /\ ` CONTAINED HEREIN FOR ANY DRN , w DATE 7/28/03 VERIZON WIRELESS 1 REASON OTHER THAN AS BY. ^ EXPRESSLY AUTHORIZED BY / FIBREBOND CORPORATION IS CHK DATE' STRICTLY PROHIBITED THESE BY. 11 ' -6" X 20' -0" EQUIPMENT SHELTER DISTRIBUTED WITH THE ay • MT DATE. 8/2/03 UNDERSTANDING THAT ANY ELECTRICAL SCHEMATIC #2 ONE RECEIVING OR • SMP DATE� ) " A OTHERWISE OBTAIMNG BY /(. i / 1 \ POSSESSION OF THEM NALL SCALE SHEET NO BEEXPRESSLYNOTIFIEDOF ENG DATE NONE 4 -2 B ND D -6760 BY DATE BLDG. 8 PROD NO ADDED -TO / REMOVED -FROM SET APP. DATE REV. BY DATE REVISION ENG. DATE BOM. DATE THEIR CONFIDENTIAL NATURE. BY WITH ECONOMIZERS MAGNETIC DOOR ALARM e n THE MAGNETIC DOOR ALARMS ARE 0 1 51 . WIRED NORMALLY OPEN. CON- RED TE / MAGNETIC DOOR ALARM { - 1 TACTS CLOSE UPON DOOR CLO- — TO S 44 PINS 1,2 IF FIRE SUPPRESSION IS USED, 4 54 SURE. WHEN DOOR IS OPENED, BLACK O REM JUMPER FROM Fl TO F2 & WIRE HIGH TEMP ALARM 5 -C 55 - CONTACTS OPEN SENDING AN NORMALLY CLOSED FIRE SUPPRESSOR LOW TEMP ALARM { 6 56 ALARM. / CONTACT FROM Fl TO F2. 7 .57 ( j O R OY OW OC OR OY OW OC Ft F2 COMMER POWER FAIL -[ 8 { 59 HIGH TEMP. A LAR M 1 0 60 THE HIGH TEMP. ALARM IS SET TO SMOKE ALARM 11 61 OPEN RISE) ON TEMP. INCREASE. (OR BLK — TO ® PINS 3,4 1 { 64 15 65 / 18 { 68 LOW TEMP. ALARM Y G OC 010 e O 0 { z 11 -E 7 1 22 -{ 72 THE LOW TEMP. ALARM IS SET TO RED w 3 z w z 3 w OPEN ON TEMP. DECREASE. (OR O - 23 73 FALL) BLK — TO 44 PINS 5,6 WALL MOUNT m w a a m a a m w -1 O WAU UNIT NT NT 25 76 / UNIT 2 ® 0 ® } Ln ®Q� Y paa 1 28 77 O I I I I I I I I O -[ - 30 -{ 80 79 UNIT #2 ECONOMIZER HARNESS UNIT #1 ECONOMIZER HARNESS i 1 R 1 32 COMMERCIAL POWER FAIL 0 \ - 33 84 THE A.C. FAIL RELAY IS CONNECT- 3 44 ED TO EACH PHASE OF THE IN RED J5 85 COMING POWER. THE NORMALLY — TO 44 PINS 7,8 ACCUSTAT SETTINGS 37 87 OPEN CONTACTS CLOSE UPON • BLACK POWER UP OF THE BLDG. CON- -� 38 -� 88 TACTS OPEN UPON LOSS OF / NOTE; COOL: 72' 1st STAGE 40 90 POWER SENDING AN ALARM. 74' 2nd STAGE 41 91 1. WHEN USING ECONOMIZERS, BYPASS 92 18 AWG TFN FAN OFF TIME DELAY RELAY. 43 - 93 SMOKE ALARM �7 HEAT: 65' 1st STAGE 4 4 { 94 THE SMOKE ALARM CONTACTS ARE 63 ' 2nd STAGE 45 95 NORMALLY CLOSED UNDER A "NO BLACK { 47 96 7 SMOKE" CONDITION. WHEN SMOKE E � - TO 44 PINS 9,10 J { 48 98 IS DETECTED THESE CONTACTS YELLOW 50 { 00 OPEN SENDING AN ALARM. 1 / / RED 4 1 — 1 y 131X b l 7 }FIYAC SHUTDOWN O ro O RED PULL WIRES TO (43). - O 51 COIL 10 -0 SPARE RED A B B 2 MX o 6I 52 . PREirt jig AWG — 1 ® /`" f 4 ..., es/ �1_ CKT le 65256 SH.4 -1 7 OREGO 1 `—/ -- off I o —• iQ 4q 3 Z TO V V 4w BB BLOY _ JEffRE'� !� PINS 9. 10 Jg HVAC/VFNT SYSTEM SHUTDOWN DIAGRAM 4 nOK DATE: 7 PROJ. NO VRZ6024 BLDG. NO. 20900 , �, 7HESEPLANSARETHE FIBREBON CORPORATION . P.& � CONFID PROPERTY • �� A .. AND TRADE SECRETS OF //�� FIBREBOND CORPORATION nB O. /e\ ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800 -824 -2814 A OR THE INFORMATION / CONTAINED HEREIN FOR ANY DRN, GN DATE 7/28/03 WIRELESS B REASON OTHER THAN AS BY. A EXPRESSLY AUTHORIZED BY A FIBREBOND CORPORATION IS CHK DATE A STRIMNOSNAHIBITE.I THESE Br 11 ' -6" X 20' -0" EQUIPMENT SHELTER /� BEE DISTRIBUTED WITH THE App• MT DATE. 8/2/03 A UNDERSTANDING THAT ANY Br. - A ONE RECEIVING OR OTHERWISE OBTAINNG gr SMP DATE• T /,� ALARM WIRIN A POSSESSION THEM WILL SCALE SHEET NO. 5 B D NO D-6760 BE E EXPRESSLY NOTIFIED NOTIFIED FIED OF ENG BY DATE BLDG. & PROJ. NO ADDED -TO / REMOVED -FROM SET APP DATE REV. BY DATE REVISION ENG. DATE BOM DATE THEIR CONFIDENTIAL NATURE. Br. DATE NONE ITEM LIST . ITEM NO. FIBREBOND MANUFACTURER MANUFACTURER DESCRIPTION PART NO. PART NO. 51. 20667 5X8 DAYTON 120V RELAY FOR EXHAUST FANL6" X 6" J.B. 1. 22011 WA602A05EX2XXl BARD HVAC 1 5 TON,W/TH 5KW HEAT STRIP /EECONOMIZERS 52. 10877 2E206 DAYTON VENT SYSTEM THERMOSTAT 2. 22011 WA602A05EX2XXI BARD HVAC 2 55 TON, WITH 5KW HEAT STRIP W ECONOMIZERS _ 53. 13867 DEFLECTO LETTER TRAY 3. 21914 TEC20 BARD LEAD LAG THERMOSTAT 54. 4. 2 10 1 8 9 8 1 4 004896 GENERAL 200 AMP PANELBOARD iENERAC ZMANUAL SWITCH - 55. _ . 56. 6. 23396 AR20044RS APPLETON GENERATOR RECEPTACLEZ200 AMP _ 7. 23389 707 CURRIES SARGENT DOOR WT PREP 3070 _ 57• 8. 11056 1104 DOOR CLOSURE - 58. _ 5 9. 1 1073 TA2314NRP26D MCKINNEY DOOR HI _ 59. 10. 22371 ALH29 -4S5 AUSTIN HARDWARE DOOR HOLDER - 60. _ 11. 11058 NATIONAL GUARD LOCK GUARD _ _ 12. 21100 35H7F1515J626 BEST LOCKSET MORTISE WZ LEVER HANDLE _ 13. 10957 3/ A.C. FIBREBOND 4T0 X8 0 TELCO BOARD, 3 4 PLYWOOD jPAINTED WHITE _ _ 14. 12569 15. 12450 364 1640 -42 NATIONAL GUARD PONDER DOOR SWEEP - DRIP STRIP - _ 16. 12633 1086 -55 TAN D.A. RUBBER DOOR STOP 1 17. 13664 15911 HUBBELL 20 AMP GFCI DUPLEX RECEPTACLEZ2 X 4 W.P. J.B. _ -_ 18. _ 24352 _ _ FB24352 FIBREBOND _ _ _ INTERIOR LIGHT FIXTURE HIDDEN WAVEGUIDE ENTRY E Y 16 HOL 44 _ _ _ _ _ _ _ - 19. 10486 MINTR240A 120VLE3 METALUX 40W 2 -BULB 20. 21920 44218 DAYTON INTERIOR LIGHT TIMER/ 4 X 4 W 17,f" KNOCKOUT _ _ 21. 22805 DW1000 DAB -MAR EXTERIOR LIGHT FIXTURE 35W H.P.S. _ 22. 21920 4.4218 DAYTON EXTERIOR LIGHT TIMER 4 X 4 W .Z 12�KNOCKOUT _ _ 23. 10105 CR201 P&S 20 AMP DUPLEX RECEPTACE/= X 4 J.B 112 KNOCKOUT _ 24. 10151 4SD1 2 APPLETON 4 4" J.B. W7 KNOCKOUT _ 25. 10150 4SD -SPL APPLETON 4 4 " J.B. W7 d .Z4 _ 26. _ 27. 11351 7939 -2GY ADEMCO MAGNETIC DOOR ALARM _ _ 28. 10877 2E206 DAYTON HIGH TEMP. ALARM - _ 29. 12747 8720 BEST 210' PEEP HOLE _ _ 30. 24352 FB24352 FIBREBOND WAVEGUIDE ENTRY 16 -HOLE 4 _ _ 31. 15397 FB15397 FIBREBOND GROUND BA RtLi" X 4 20 _ 32. 21045 ,_3/: PVC BARTEET 3Z4 P ® VC CAST 45' _ 33. 11899 FE -36 ANSUL FIRE EXTINGUISHER 10 CLEAN GUARD _ _ 34. 23366 1265 -21 JOSLYN SURGE ARRESTOR _ _ 35. 13762 2V604 DAYTON EMERGENCY LIGHT 4 X 4 K2 Z2 KNOCKOUT _ _ 36. 4"71/C BARTEET 4 CAST IN� THREADED COUPLING - __ 37. 12427 ASE6X6X4 HOFFMAN 6 6 " J.BZ HVAC SHUTDOWN - 38. 13838 DAYTON 16 INTAKE DAMPER _ 39. 10863 DAYTON 4 EA. 7 EXHAUST FAN�RAV/TY DAMPER _ __ 40. 12588 2E206 DAYTON LOW TEMP ALARM - 41. 10877 2E206 DAYTON LOW TEMP ALARM _ 42. 15397 FB15397 FIBREBOND 11 4 X 8 TELCO GROUND BAR _ - 43. 10150 4SD -SPL APPLETON 4 X 4 "Z24 VOC PULL BOX - _ 44. 11317 S66B450MH49 SEIMONS ALARM BLOCK - 45. 15321 DPU222R CUTLER HAMMER 60 AMP DISCONNECT HVAC) 1 - 46. 15321 DPU222R CUTLER HAMMER 60 AMP DISCONNECT HVAC #2 _ _ 47. 8000 SERIES GENTEX 24V D.C. SMOKEZHEAT DEFECTOR - _ 48. 10523 UNIVERSAL G4436GW 4 4 " WIREWAY _ 49. 10162 72171341 STEEL CITY 4 11Z5 4 1216 J.B. _ _ 50. 23361 10 PONDER 90' VENT HOOD 17 - � PRO,. - 65256 `f g, OREGO�, NOTE: A 4 . ALL ITEMS ARE LISTED AS FIRST CHOICE. . • J. -- 7 IF NOT AVAILABLE, SUITABLE SUBSTITUTES t afFFRE'! / MAY BE APPROVED BY THE PROJECT MANAGER. .X' &T!O$ DA • io PROJ NO. VRZ6024 BLDG. NO. 20900 A THESE A AND IDEANSARETHE FIBREBOND CORPORATION -► TRA Es CRE n �\ /% //�� FIBREBOND CORPORATION FIU ND. /s\ ANY USE OF.THESEDAMMA S 1300 Davenport Drive Minden. Louisiana 71055 800-824 -2614 A MA OR THE INFORMATION / AN. OTHER HEREIN FOR ANY DRN GN DATE' 7/28/03 REASON HER THAN AS BY VERIZON WIRELESS A EXPRESSLY AUTHORIZED BY /S\ FIBREBOND CORPORATION B K DATE ST CTI. PROHIBITED 11' -6" X 20' -0" EQUIPMENT SHELTER A DRAWINGS HAVE BEEN THESE E APP J� DISTRIBUTED WITH THE By. MT DATE 8/2/03 /•'\ UNDERSTANDING THAT ANY 2 .. ONE RECEIVING OR App - /,,../ ITEM LIST OTHERWISE OBTAINING By S MP DATE / / ? 7 POSSESSION OF THEM WILL $GALE SHEET NO DWG ■ BE EXPRESSLY NOTIFIED OF ENG BY DATE BLDG. & PROJ. NO ADDED -TO / REMOVED -FROM SET APP. DATE REV. BY DATE REVISION ENG DATE BOM DATE THEIR CONFIOENTUL NATURE BY DATE NONE 6 ND -67 r 20' -O" [240'7 - / I \ A 717A I. „ �; /,,, a SI F17 LJ ,. „.„.„ • ,, ,, :.... • ' N / J ✓ / 3” I / J '� SIM _ il Ili ill A 61 I = II e e = e e C O 1 6" 1 ill r I A l A , ° ° 1 1 a \ z 48" 48" / , 48 " 48" / 231 "" .S w —r \ \ I7777 I t,„,,,,,,,,,,,,..1 Or \a/ ‘t. aEO PROl 66" 8 / " — / 65256 4' ; ORE f• .r . 4 4 �; CEILING VIEW 'Q 44 --, JEFF . ' XP ►TION DATE: 1 ' PROJ. NO VRZ6024 BLDG. NO. 20900 THESE PLANS ARE THE i A CA ND TRADONFIDENTE IAL PROPERTY FIBREBOND CORPORATION (, %% SE CRET S OF ,L,.. 4 IIe, ANY USE OF CORPORATION tl C ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800-824-2814 ate/` OR THE INFORMATION Fl O O CONTAINED HERTANAS BY. DRN REASON OTHER THAN AS GN DATE. 7/28/03 VERIZON WIRELESS EXPRESSLY AUTHORIZED BY Q STRICTLY PROHIBITED THESE CT CHK DATE ICI 1.1 D A WI NG SHA BEEN T a P MT DATE 8/2/03 • UNDERSTANDING THAT ANY l l '- X 20' -0" EQUIPMENT SHELTER CABLE RACK CEILING VIEW ONE RECEIVING OR OTHERWISE OBTAINING POSSESSION OF THEM WILL aY ' SMP DATE.4 �r ELE VATION KEY ° EXPRESS ' SCALE SHEET NO _ BY DATE BLDG. & PROD. NO ADDED -TO / REMOVED-FROM SET APP. DATE REV. BY DATE REVISION ENG DATE BOM DATE THEIIRCONFIDENTIALLNATURE. BY DATE J /8' =1' -Q' 7- 1 B NO D -6760 • 81" ,. 66" 6 „ 6 „ 6 „ 6 „ / i i i i i i U U . _ U �� El A A �� A Al • I000 II 0 0 11 NOTE D cgs ®2 „x 0) I i ■ I CN Li 81 / ELEVATION A 6” 6" � U II�LLLII mod A •••• � ID��0. C^iI •00• : j j -,-,- 022a • • • • t :J_;,:cJ ...... 68250 _ OREGON . 1.' a . - � , ( 4 , , NOTE: si,nay 1. MOUNT INTAKE LOUVER ON INSIDE OF BUILDING. ELEVATION C PROJ. NO. VRZ6024 BLDG NO 20900 THESE PLANS ARE THE CONFIDENTIAIPRDPERTY FIBREBOND CORPORATION A AND TRADE SECRETS OF 4 CORPORATION nBNG110ND• C ANY NY Y USE USE O OF THESE TIO Ncs 1300 Davenport Drive Minden, Louisiana 71055 BOO - 824 -2814 � A OR THE INFORMATION /� O CONTAINED HEREIN THAN A ANY Bw+ DATE. 7/28/03 VERIZON WIRELESS 1 REASON OTHER THAN AS / //�� EXPRESSLY AUTHORIZED BY A STRICTLY PROHIBITED THESE BYK DATE I,1 A DRAWINGS HAVE VE BEEN THE BY - MT DATE 8/2/O, 11'-6" X 20'-0" EQUIPMENT SHELTER DRAWINGS HAVE BEEN APP A - UNDERSTANDING THAT ANY CABLE RACK A \ ONE RECEIVING OR BY �! _ /!7. , OTHERWISE OBTAINING APP SMP DATE 1 - ELEVATIONS A & C ELEVATION - A POSSESSION OF THEM WILL GALE SHEET NO BY DATE BLDG. & PROJ. NO ADDED -TO / REMOVED -FROM SET APP. DATE REV BY DATE REVISION ENG DATE BOM DATE THEIR CON DE BY. DATE 04=0' 7 -2 B No D -6760 • MATERIAL LIST NO REQ'D. DESCRIPTION PART NO 1 8 SPLICE CLAMP 11188 2 4 BOLT 11173 3 28 NUT 11183 4 48 CORNER CLAMP 11189 5 24 BOLT 11 172 6 22 41/2 KINDORF CHANNEL 10000 f ill 7 22 5B' -11 THREADED ROD 11635 8 22 SQUARE NUT - 5/8" 10205 9 22 SQUARE WASHER 11519 10 22 BRACKET 11178 12 66 NUT 1109 111110 o 12 52 TAP CON 129909 13 6 17 2/C 'STANDARD' 21441 14 6 J -BOLT 11175 15 6 LOCK WASHER 11507 ® 16 6 NUT 11470 17 8 END CAPS 22705 18 6 1 3/4' x 1 3/4' x 1 /8' x 4' ANGLE 192777 J . 19 0 15' UNISTRUT 10000 . . 20 27 2 -HOLE LUG W/ #6 WIRE 21023 21 22 PLASTIC PROTECTION CAP 22081 22 54 1/4' X 1' BOLT 11477 - 0 --- is " s '''• 0 0 Or.% 23 52 1/4' X 1' FENDER FLAT WASHER 11513 � ® i ' 24 0 BRACKET, WALL CLIP - 7/16" HOLE 11963 _ J .4 O NcT£S: .� �� 1. ALL CABLE TRAY MEASUREMENTS ARE ACCURATE : % � � O �:'� WITHIN t 1/e. /� ; I I 15 _ 2. BOTTOM OF CABLE RACK TO BE MOUNTED 96" A.F.F. 3. ALL DETAILS MAY NOT APPLY TO CABLE RACK LAYOUT. \• ® ® 16 V 4. CABLE TRAY CORNER CLAMPS. SHALL BE INSTALLED ® _ O AS SHOWN. CORNER CLAMPS MAY BE MOVED 10 OPPOSITE SIDE IF NEEDED DUE TO OBSTRUCTIONS. • ® I , 5. UN /STRUT MEASUREMENTS ARE ACCURATE WITHIN 12" ., WHEN MOVEMENT IS REQUIRED TO MISS TRIM, CABLE >j TRAY RUNGS, CONCRETE RIBS /N WRONG LOCATION, ETC. 11 •, CONSIDERATION OF THE PREVIOUS UN/STRUT MOVEMENT SHOULD BE TAKEN INTO ACCOUNT. O 6. UN/57RU75 MAY HAVE THEIR MEASUREMENT VARIED BY 24" WI1H NO MORE THAN 72" BETWEEN UN/STRUTS. PARAMETERS FOR MOVING THE UN /STRUT ARE AS FOLLOWS: LIGHTS, CONDUIT ELECTRICAL BOXES, RACEWAYS AND � O = 0 VARIOUS EQUIPMENT MOUNTED ON CABLE RACK THAT ARE _ IN THE WAY. INCOMPATIBLE PRINT LAYOUTS ARE ALSO A PARAMETER FOR MOVEMENT. i © � � � _ � , �0 \ 3 J .a 0 , __I O � m i H m .� _ ., � ° m om..: / ®_ Cam _ il O �1 m 40 .... ` lip ® X:IV ��;, • I 4 , DE TAIL 1 V �/ 65256 �w AG ' r clip ' TYPICAL MOUNTING ® FOR CABLE RACK a ORE iii Pr ii 10 - .44 11/4 7 ® y � de FFR Y 4/74, 1 J■PIRATION DATE; VR47 ii2 PROJ. NO VR26024 BLDG.NO. O NFD " °R° �RTY FIBREBOND CORPORATION i:% AND TRADE SECRETS OF ,e, FIBREBOND CORPORATION FItlµF',IIO.D• lvR £ RAar , OR THE INFORMATION ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800 242614 ONE �V/ e CONTAINED EIN F NY DRN GN DATE, 7/28/03 VERIZON WIRELESS REASON OTHER HER THAN AS A BY. EXPRESSLY AUTHORI BY FIBREBOND CORPORATION IS CHK DATE e ST RICTLPROHIBITED EEN THESE 11 ' -6" X 20' -0" EQUIPMENT SHELTER 31 DISTRIBUTED G THE BYP MT DATE 8/2/03 CABLE RACK MOUNTING 2 ONE RECEIVING OR HERWISE OBTAINING jr. � APP SMP DATE / J -r J7 DETAILS & MATERIAL LIST _ 1 POSSESSION OF THEM WILL SCALE SHEET NO DWG BE EXPRESSLY NOTIFIED OF ENG G BY DATE BLDG 8 PROJ. NO. ADDED -TO / REMOVED -FROM SET APP DATE REV. BY DATE REVISION ENG. DATE BOM. DATE THEIR CONFIDENTIAL NATURE. BY DATE. NONE 7-3 NO. D -6 NOTES: 1. HALO GROUND SHALL BE #2 AWG STRANDED GREEN COPPER WIRE. / 20' -0 J [240„ / 2. VERTICAL DROPS SHALL BE #2 AWG STRANDED GREEN COPPER WIRE. CADWELDED TO #2 AWG SOLID TINNED COPPER WIRE. PULL TO FLOOR AND COIL 10"-C. 3. ALL BENDS MINIMUM 6" RADIUS. 4. APPLY ANTI - OXIDATION COMPOUND TO ALL CONNECTIONS. #6 AWG • : 5. 1/2 SCH. 40 PVC CAST AT 45' ANGLE. TO HALO 6. ALL GROUNDING WIRES FOR HVAC GRILLES, BOXES, DOORS, CABLE TRAY JUMPERS, ETC. SHALL BE #6 AWG - GREEN STRANDED COPPER WIRE AND A 2 -HOLE LUG. \ ; f, / . ' A r \ ��J 7. BARE COPPER CONDUCTORS SHALL NOT BE IN CONTACT r' ' ' ' ' '- - • WITH ANY DISSIMILAR MATERIAL. PLACE ON STANDOFFS, {� IF NECESSARY, TO ALLOW FOR PROPER INSTALLATION. 8. SHARP BENDS IN GROUNDING CONDUCTORS SHALL BE AVOIDED. 90' BENDS SHALL NOT BE USED. Ni. Cc; '.l 9. ALL GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT \ ;, AS POSSIBLE. THE SHORTEST PRACTICAL ROUTE SHALL \ , ,v BE CHOSEN WITH THE LEAST AMOUNT OF BENDS AND \ ; , "T SPLICES. USE THIS RULE AT ALL TIMES, EVEN IF ' J ELEVATION PLAN SHOWS OTHERWISE. PLANS ARE \ G r! / , , 1$ SOMETIMES CLUTTERED AND UNCLEAR DUE TO LARGE ii: S.. . i i = . i - 0 AMOUNTS OF GROUNDING. . ° ' ' ' ' 1 1 D. ALL CONNECTIONS TO GROUND BARS SHALL BE WITH A 2-HOLE LUG UNLESS 1 1. ALL SOLID WIRE SHALL USE A 2-HOLE LONG BARREL = ' B `8 r ° 11-4(a'''''' LUG. 0 3 1 .» #2 AWG 12. WHEN GROUNDING MORE THAN ONE PIECE OF EQUIPMENT, UNDER CABLE DO NOT USE THE EQUIPMENT AS GROUNDING CONDUCTOR. RACK DOUBLE - STACKING OF LUGS SHALL BE USED TO GET FROM EQUIPMENT TO EQUIPMENT. tp 13. REMOVE ALL PAINT BENEATH THE SURFACE OF GROUND - 14. ACROSSBJUNCTIONBASOSHOWNMORRAT S MAY BE INSTALLED •- OPPOSITE JUNCTION. , _ 0 a y s 12 AML 8 B --° S N (COPPER \ I ° STR STRANDED MIRE E (MwN) I/8 MINIMUM WIRE RETAINER —. /<- 1NX/M TYPICAL 0 1B' C/C U FASTENERS AS R OUIRED = - �•,■M■ ■•2■MM- COMPRESSION TERMINAL � \ TYPICAL As REQUIRED 1� /z AMC �� J l t o , rxTmr rNSTRATED caoPER d STRANDED WIRE (TAP) W//17.. W t1t ;" r >I / /� � / d I GREEN MIXED COPPER � �g� EPEO PR° ��r - r � EAS7EA®tS AS /2 ANC SOLID TINNED 1 �FF "� COIL AND TTE IO•-O• ., , R ' ' .. — MIAOW CO ADDITIONAL WIRE - 65256 � _ ,T BOLT CON POINT BLUNT END TOWARD NECTORS VIEW ; ORE G • \ • MISTER GROW) B4R LOCADON • 1 KEY: 1 • Loc,",„„r5 �' '�D I CO3 = T & B COMPRESSION TERMINAL � 4 �, t. 3, A � (OMPRESSpVLUG � ' J CI = 5/16" OR 3/8" NYLON CLIPS 4Ff RE's . COPPER El4R OR hi: MET END = I �� • ' MOUNTED l'-6" [ 187 C/C (ROUND CORNFR DFTAII TYPICAI HALO GROUND SCALE N.T.S. 1 EXPli DATtalkoll DROP DETAII 1 STYLE: MT.S - PROJ. NO VRZ6024 BLDG. NO. 20900 °E ARE FIBREBOND CORPORATION n il /E AND TRADE SECRETS OF ///�� ANY USE CORPORATION (AIM 1300 Davenport Drive Minden, Louisiana 71055 800 -824 -2814 O SE E O OF THESE ORAWINGS AA ANY U OR THE INFORMATION O O I A I CONTAINED HEREIN FOR ANY DRN GN DATE 7/28/03 VERIZON WIRELESS REASON OTHER THAN AS RY• EXPRESSLY AUTHORIZED BY O STRICONDCOIBITEDIONIS aYK DATE 11'-6" X 20' -0" EQUIPMENT SHELTER STRICTLY PROHIBITED THESE A D DISTRIBUTED WITH THE B 7 MT DATE 8/2/0.3 CABLE RACK GROUNDING UNDERSTANDING THAT ANY A ' ONE RECV I NG OR A p p /I OTHERWISE OBTAINING B1'. SMP DATEf/'�10i CEILING VIEW ELEVATION KEY • BE POSSESSION SS LY OF NO THETIFIED M WILL OF ENG S , � /g CALE -/� Q. SHEET NO DATE 8— 1 NO B OWC D-6760 E BY. DATE BLDG. & PROJ. NO ADDED -TO / REMOVED -FROM SET APP DATE REV BY DATE REVISION ENG DATE BOM. DATE THEIR CONFIDENTIAL NATURE BY 19' -2 1/4" [230 1/4'7 10' -8 1/4" [128 1/47 / TYPICAL FO' ANY LOCATION io c �: o ° �1 ° ° ir _ = == �. e J J �f C I I:0 0 3 ---- - ----- I r 9 9 r ' 1 . IC a1 = _________ ID c c al to 1 HOLE E - -3 LUG ' _ _ 3 •_, - " �v A 2 HOLE In ••• LUG _--- - - - - -- ----- - - - -B 0 \ FLE X GRD. p STT RAP D t: G ® ELI i 0 0) 1 00 o NOTE 4 ° Q #2 TO HALO GROUND 65256 \ _ _ OREG@ ,.A 1 ' A . . ELEVATION A ELEVATION B 4� 4 JF�FRE I I cdN' – ( (11,- ExPRATION c ijsot i i4 „ NOTES: 1. CONNECTIONS ARE FOR ILLUSTRATION ONLY. ACTUAL TERMINATIONS SHALL 20" i` BE RAN TO THE CLOSEST ATTACHMENT TO THE ITEMS BEING GROUNDED. 8" - 4" / / / 1i" 1 " / / / i 2. RECTIFIERS AND BATTERY RETURN BUS SHALL BE GROUNDED WITH A . I • I 1 '" 1i 1 / 1/ 1 " 177 1 i " T 1 i " T 1 i " T 1 i " T 1 i " Ti "�` 1 " T 1 �q "' � "' � r-n SEPARATE DEDICATED #2 AWG GREEN INSULATED COPPER CONDUCTOR ROUTED � T I I :: DIRECTLY TO GROUND BAR. r7■1111 r7 N O O O O � p• • d 'k— I U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , `\ I ALL ITEMS THAT PROTRUDE THROUGH WALL SHALL BE GROUNDED TO THE ' • 0 0 0 4 NEAREST ELECTRICAL CONDUIT USING A 2 -HOLE LUG, #6 AWG GREEN `t 11111111 O 0 0 0 0 0 0 0 O O 4 , CONDUCTOR, AND A WEAVER CLAMP. 0 • • l' – V V 4. CONNECT HVAC GRILL TO HVAC DUCT WITH A #6 AWG GREEN WIRE AND 5/1 6 "" DIA. HOLE 3/8" DIA. 2 -HOLE LUGS. TYPICAL 4- PLACES. 9 REQ'D. 2 HOLES INTERIOR GROUND BAR 0 GLASTI GROUND BAR 42 N.T. S. INSULATOR N. T. S. 5/1 6 "" D IA. 30 HOLES - PROJ. NO VRZ6024 BLDG. NO. 20900 A A °NF° TRADE , � CORPORATION CORPORATION " % A ND SECRETS OF RUNF"IIQNU� l� FIBREBOND CORPOTION 1300 Davenport Drive Minden. Louisiana 71055 B00- 824-2614 �`// 4 OR THE INFORMATION /\ CONTAINED HEREIN FOR ANY sr GN DATE. 7/28/03 VERIZON WIRELESS ID I O n - _ REASON OTHER THAN AS EXPRESSLY AUTHORIZED BY QA STRICTLY PR HIBBITE .THESE BYK DATE 1 -6 N X 20'-0" EQUIPMENT SHELTER I DISTRIBUTED DRAWINGS HAVE BEEN �, A DAT 8/2/03 > > CONDUIT GROUNDING UNDERSTANDING THAT ANY ' ONE RECEIVING OR APP. D ATE" i/ & ELEVATIONS A B OTHERWISE OBTAINING By T 1 ( /../ 7 ELEVATION KEY POSSESSION OF THEM WILL ALE NO BY: DATE BLDG. 8 PROJ. NO ADDED -TO / REMOVED -FROM SET APP DATE REV. BY DATE REVISION ENG. DATE BOM. DATE THEIR CONFIDENTIAL TIINATURE ENG DATE S = /" -Q' SHEET 8 - 2 B No° D -6760 19' -2 1/4" [230 1/4'7 10' -8 1/4" [128 1/47 TYPICAL FOR ANY LOCATION o --1t 0/21 0 a .---\ 1- - 13 nk C t I u .... o #2 AWG ° \ C ' G REEN r I I I I I I I' [a ] \ © o h o N ® III ° III rn t c ° #2 AWG GREEN TO HALO 0 a ELEVATION C ELEVATION 0 .. �E4Eflf 65266 \ , 1 1 ORE t «P4 _ A% 9A 3 �• ,44 dEFFR£ \ 6'611 ( 0 EXP" DATB PROJ. NO VRZ6024 BLDG. NO 20900 A THESE R OF FIBREBOND CORPORATION TION O /� FIBREBOND CORPORATION FlIINF.IU. A. ANY USE OF THESE TION G5 1300 Davenport Drive Minden, Louisiana 71055 800-824-2614 i O O /[ CO INFORMATION A CONTAINED HEREIN FOR ANY DRN REASON OTHER THAN AS BY GN DATE 7/28/03 VERIZON WIRELESS O EXPRESSLY AUTHORIZED BY FIBREBOND CORPORATION IS CHK DATE A STRICTLY PROHIBITED THESE BY 11'-6" " X 20'-0" EQUIPMENT SHELTER A DISTRIBUTED WITH BEEN By MT DATE 8/2/03 UNDERSTANDING THAT ANY GROUNDING - OTH RWISEOGDR BPP BTAINING BY P DATE / /7,J INTERIOR ELEVATIONS C & D RWISE O SM OTHERWISE E LEVATION K EY A POSSESSION OF THEM WILL SCALE SHEET NO_ BY: DATE BLDG. & PROJ NO. ADDED-TO / REMOVED-FROM SET APP. DATE REV BY DATE REVISION ENG DATE BOM DATE T THEIRCONFIDENTIAL I NATURE. BY °' DATE 3/8"--I"-0' 8 -3 B No D -6760 INSTALL 2" THICK EXTERIOR GRADE INSULATION AROUND THE PERIMETER OF THE FOUNDATION TO A TOTAL DEPTH OF 24" IN ACCORDANCE WITH WSEC. SUPPLY AND INSTALLATION OF INSULATION IS THE RESPONSIBILITY OF THE / 20 —0" 240'7 / X24 "(MIN.) SITE CONTRACTOR. (NLEA REQUIRED) n= . # TIES II =1. - 11 =.11= 24" O.C. , 12" u =1I 4 REBAR 11 =11 ■11 • A 11 : 11 11 1 1 : 1 i # f 2" 8" I y \ .--a-11- �� - ., =11 =11 =1 _: er—iiMLay___]4. � N 0. „ ir r 3„ It I "' h °' 1 "0 HOLE; 4 REQ'D. t \ • V rr) 4„ 6 X 6 08/08 TIE DOWN P ° pRO` • I WIRE WELDED I FABRIC RNA/ MATERIAL 4 �� ' �i,f +iE q 318 PLATE N.T.S. - 65258 , ,, OREGC 1; .- 4 � ' JEf�F ' � ' . 1 I r BUILDING WALL v,,..�.� DATE: ��1�!. J I 2" FLAT L J WASHER BUILDING C . . 1 0 FLOOR • B + .. B I IIP P A I 3/4 X 2 1/4" — 11 =11 =1 �� BOLT C A 1111:11111111 W ilillMi 11 =11 =11 (��' TIE DOWN i � SLAB FOUNDATION 11 =11= I J I BRACKET #4 REBAR 1 C HAMFER 11 =11= # NOTES: SCALE: 3/8" ' -0" 11 = I a / 11= 2" FLAT #3 TIE 1. SLAB TO BE LEVEL ±1/4". GRADE WASHER a , 1 2. FOOTING TO EXTEND A MINIMUM OF 24" SECTION A -A a BELOW UNDISTURBED SOIL AND FROST LINE. L ! : . 3. FINAL SITE DESIGN IS THE RESPONSIBILITY 3/4" X 2 1/2 • e 4 OF THE SITE CONTRACTOR. 4. SLAB FOUNDATION DESIGNED ASSUMING CONCRETE ANCHOR ALLOWABLE SOIL BEARING PRESSURE OF . 2000 PSF. SECTION "B —B" SECTION "C — 5. SLAB FOUNDATION DESIGNED ASSUMING N.T.S. N.T.S. MAXIMUM SOIL PLASTICITY INDEX OF 27. 6. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 PSI. PROJ NO VRZ6024 BLDG NO 20900 THESE PLANS ARE THE A i �• CDN FIDE NTIALPRDPES RTV FIBREBOND CORPORATION i�:�E A AND TRADE CORP FTB nf, /� FIBREBONO CORPORATI TON 1300 Davenport Drive Minden, Louisiana 71055 800 -824 -2814 ANY OR THE INFORMATION USE OF THESE DRAWINGS A CONTAINED HEREIN FOR ANY DRN. GN DATE 7/28/03 VERIZON WIRELESS ■ REASON OTHER THAN AS BY• EXPRESSLY AUTHORIZED BY A STRI�CTLY DnTHESE CHK DATE DRAWINGS HAVE BEEN A BY 11 ' -6" X 20' -0" EQUIPMENT SHELTER DISTRIBUTED WITH THE B7 MT DATE 8/2/03 � UNDERSTANDING THAT ANY FOUNDATION PLAN - - - /2\ ONE RECEIVING OR APP . /� OTHERWISE OBTAINING BY. SMP DATE7( A POSSESSION OF THEM WILL "'� SCALE SHEET NO 9 B NO D -6760 BY DATE BLDG. 6PROJ NO. ADDED-TO /REMOVED-FROM SET APP. DATE REV. BY DATE REVISION ENG. DATE BOM DATE BB E E X RES I or G DATE. NOTED DWG ■ ` :r • I-14" -I r w co I N N F13/40448 ,4X24" _ i-30" .1 24 _ 7 SPXCER t 4()-- - f--- - 24 " -- -22 Tii 8 REO D . CORNER BAR; 4 REO'D. I., t-I o - - 1 - 0 0 0 0 0 0 0� o� o AB EORIZONTAL I 1 d PERIMETER REBAR W E D SrDS l O WELDED WIRE REBAR ? 4• 1 FABRIC I / 'TS CASTING 119" -1 O O " 1 19 BED . ;, •• a N I ' 1 •• Ste VERTICAL REINFORCING BAR 107' -`t O 0 107' / ROOF SECTION "B -B" NOT TO SCALE N 83 "- 0 0 83" I V- �., A 7. I et- N N O 59 0 I / I 4 / / 6" s� �i 6' / 1 6" / 6" / .' 6" f 6" / 6" ,' / 6" 0 . / g • 59 POLYISO LATIO NSULATION / N 9" / 18'— f 18 " —I / 18" / I-18" --/ 18 "— ' -18" I / � / 18" f`- -18 " -1 1-18 " —f I-10 "-, EXTERIOR OF ROOF 30' ' 24' - 1 24 I 24 ' 24 ' 24 I - 24 ' 24" ' 24 ' i i CASTING BED 35 0 0 35 B4 x 24DOWEL BAR SPLICER ROOF N O CTION "C -C" t o I O \ – '''k — ' 0 0 O I O O \ 0 0 O 0 .. O a •... / 4" o, . 4 .4 CASTIN6 G " X / A 14' / 24" --I-12" •I — 24" —I-12" f— 24" —X 24" / 24 / 24" —/ 24 "f — - 24" / I I I I 1 I i I I I BED 3 a0 N 0 0 10 IO n ED in N N ,, 20 RDOF of c ''.' E 6th = ti SECTION T ',4 —A " 238.9 sq. ft. I' - 6528G USE LIGHT / /EIGHT CONCRETE IN ROOF S CREG• . ft . NOTES: USE 4 7 2 POL YISOCYA NUR/ TE IN ROOTk Ath(o(i _ 1 ALL REBAR GR 60 TYPICAL TOTAL LENGTH SEE MISC. DETAIL SHEET FOR REBAR SIZE & SPLICE LENGTH P ► %tic TIU OF REBAR: 6. 2. DIAGONAL DIMENSION 282 5/16" 7 5 i n . Of #6 • PROJ NO VRZ6024 BLDG NO 20900 THESE O A CONFIDLANBARET/¢ FIBREBOND CORPORATION ft Nfl S A AND E ECRETS OF FIBREBOND / !E\ ANY USE OF THESE DRA WINGS po � 130 0 Davenport Drive Minden, Mlnden, Wulelena 71055 BOO - 8242614 � A OR THE INFORMATION / CONTAINED HEREIN FOR ANY DRN G•N DATE. 7/28/03 VERIZON WIRELESS O O " A EXPRESSLY AUTHORIZED BY /S\ FIBREBOND CORPORATION IS B y "K. D DATE 7�31�0J 1 7 l /4 STRICTLY PROHIBITED THESE 11 —6' X 20'-0" EQUIPMENT SHELTER DRAwINGS HAVE DISTRIBUTED WITH BEEN NP. MT DA 8/2/03 0 A STRUCTURAL LAYOUT UNDERSTANDING THAT ANY ONE RECEIVING OR APP ROOF OTHERNASEOBTAIMNG BY SMP DATE•, E LEVATION KEY A POSSESSION OF THEM WILL ?��" SCALE SHEET NO. BY DATE BLDG. &PROJ NO ADDED -TO I REMOVED-FROM SET APP. DATE REV BY DATE REVISION ENG. DATE BOM. DATE THEIRCONFIDENTIAL BY DATE J /8 = r - o . s1 B No D -6760 FB #11450 b 4 IN to 111 e 03 N N 13 X 24 I CORNER BAR; 12" 24 " — — 24" I 24" I 24" - 24 "- 24' —1- 24' :I 24 "--/ 24" > ae HORIZONTAL 1 E06 D5105 4 REO D. I PERIMETER REBAR ,; 1' -3'xa' WELDED WIRE , S FABRIC N CASTING �•--- _.._...�__. - .... _ _._ BED F.`a.�r�f rMaiti. s ■- 11111::'.1 —# JI_..•.:.;� i aevERncAL /-1 �1 �\ 1� - \ -� �1 p �� 1 129" 03 PERIMETER ��' 1'19 -�\ l6' • .. REBAR REINFORCING BAR 'e FLOOR SECTION "A -A" REBAR IlL F73/11442 NOT TO SCALE ',4- 13 PERIMETER REBAR PLACED OUTSIDE POCKET FORMERS; 746in. TOTAL LENGTH 105' - 105" Iv- _ , N E0E 05ID5 8 1" WELDED WIRE INTERIOR OF 81" .. FABRIC FLOOR co FB 11443 CASTING ___ BED �� `, /6 REBAR TIED TO DOWEL N N BAR SPLICER -BOTH ENDS, e3 PERIMETER 1 p 133in. LONG; 4 PLACES REBAR INSULATION YE REBAR FLOOR SECTION "B -B" — 57" — i. :.: NOT TO SCALE 6" : 6" 1 1 6" : 6' 1 : 6" / 6" .. ` 6" I 1 6" / 1 ■r 18" / 1 15 "-1 /—l8" —1 /-18' -f 1 18" .-L'' 1 -18 "—` 1 -18 "-1 1-18'-1 1-18' / 15' 1 1 1 18" N - I 24' I 24' ' 24' 1 24' 1 24' 1 24" 1 24" I 36" / 33" _ `I. 7. .. 33" a SEE N NOTE LIFTING 4 ANGLE DOWEL BAR SPLICER IS O WELDED TO LIFTING ANGLE CASTING 6 / / \\ ' / ' / / \ _ _ .. OT BED ' ` r_ 2__L:1--/ �� o i i " /�ii ;iii 0 ! . ' ;,: J: _ I 2' � t�1�.0 SO REBAR TIED TO t/d�1 ' DOWEL BAR SPLICER -- 2 In ` P O N ...∎ 4 1. `' i ,. CASTING DETAIL 1-12 2 a"— —24 / 2a' —�24' / 24 / 2a" 1 12 "� 4B' i-12' I " 41. \s" NOT TO SCALE • o p el. 10 N ip co ID 113 "1 Io 0 3 O "� In IO N N t . ,1f, • ,( 20' -0" [2407 .f .r` . a` % te A� NOTES: 228.3 FLOOR 4 y� J FP 1 " 1. TYPICAL 6" FLOOR ■ SEE DETAIL SHEET c_xPIR ON DAM iv rmil 2. ALL REBAR GRADE 60 TYPICAL, USE 4" OF POL YISOCYANURA TE IN FLOOR SEE SHEET FOR REBAR SIZE & A SPLICE LENGTH USF LIGHT / /EIGHT CONCRETE IN FLOOR TOTAL LENGTH 3. DIAGONAL DIMENSION 276 7/8" OF REBAR: 4. LIFTING BRACKET ASSEMBLY TYPICAL 4 PLACES — FB #193859 1826in. of #6 r PROJ NO. VRZ6024 BLDG. NO 20900 O ,� THESE PLANS ARE THE FIBREBOND CORPORATION `n Vi -_ __MIMI _ -- CONFID SE PROPERTY �\ /E AND TRADE SECRETS TI ON FHIKM.HOND• - ,■ II ■■ UI OR THE P I ND CORORATI 1300 Davenport DFlve Minden, Louisiana 71055 BOO-824 -2g� 4 ANY USE OF THESE DRAWINGS OR THE IN COR ORA CONTAINED HEREIN FOR ANY BY GN DATE 7/28/03 VERIZON WIRELESS REASON OTHER THAN AS O -- - , ©,-_ —I_-- FI BY S OW DATE 7/31/03 N u � D N I GS HAVE BEEN THESE APP 11 —6 X 20'-0" EQUIPMENT SHELTER DISTRIBUTED WITH THE BY . MT DATE 8/2/03 STRUCTURAL LAYOUT 0 UNDERSTANDING THAT ANY ONE RECEIVING OR OTHERWISE OBTAImNG NP SMP DATE;f „ _ 3 FLOOR ELEVATION KEY BE EXPRE WILL S YFTHEMW SCALE SHEET NO DATE BLDG. & PROJ NO. ADDED -TO / REMOVED -FROM SET DATE DATE REVISION ENG. DATE BOM. DATE THE RCONFIDENT BY DATE 3/8'=1"-0' S2 B No D -6760 BURKE UFTINC POINT. 1B/193624 -2 RE0'D. SEE DETAIL FOR SETUP • ee DA,De "WED �� 1,ni :RE FAS II W t ' b° 'it ...bk. ' F ° ' ° n 'N°' ' F BED I I I I I I I I I I I I RI .r. r . i 24' I2 ! I 12 1 -12' 24 I 2+ f - - ?4 ' --I--12' I ?' 24' P 24' �, mesa VERTICAL 111" fB/)1450 i WALL PANEL SECTION "A-A" /3 PVC BB, f / 4' CORNER BAR; MDTTO ...••` S TR STRAIGHT TNRU B REV?). Drpe NIEDED w'FS ENO= • -- 5 � — 8 — 6 — —a— --�-� , •I . ---� I T CASING D • __....._ ROY 1 ,- _ , , 1 . 0 ' N ` — I � " F., Fe1WCfONIAL aa TE PEBOETTR KOMITO xFVIYD FO I / 36" • WALL PANEL SECTION "B -B" A' I N • NOT TO TALE 21 • I, en MTNWEltED CONTROL JOINT r _ _ 1 w^E FABRIC CENTE ON ° "gi p 78'- m Y'E RRGIL RIB , fB /I93594 —7B' .1 3D70 OUT T OUT +" OUT 70 OUT <7 CONCRETE ea EALE RREHMTO s 9 - f BLOCKOUT W SWING AMOK BE PULED DELONF.! • h : / 6' / / 6" 10-1--,..6' CASTING DE7All I--f6' WALL PANEL SECTION "C C' NOT SECTION SCALE I 5' i f5i"f- / 36" / . 30" s I- 42' O it 10" w r 42' / 36' 48' 24' 41" 2T�" C.... EAr ' NCLLATCN Co 54 5. 54' h CONTROL JOINT HINGE SECTION E n t . ' /• I '�� SIDE ✓ Far EDe Comma Roll \ ' _ IIWATON .�AATION " 4 SCH40 PVC STRAIGHT 7HRU I HIDDEN BLOCKOUT — 24' C I ASTING DETAIL n " —? lk 16 /6 i II I r �m wAOS.rA REHU L A _ �i .E p PROt s EEIERCIN awoBED. �_ ■ . ._ - - �i RE i BED BURKELIIFTIN POINT 85' / NOTES: Ifi• 24' 2 4 ' / 24' I —24' I 24' I 24' I 12"—I 48' I 12' I g OREG• 1. TYPICAL 4" WALL PANEL; 1. �I SEE MISC. DETAIL SHEET '° o� ' � � • '9 3 ■ I 'L • 2. SIDE PANEL CAST EXTERIOR � �, t SIDE UP or 19 ' -3 3/4 (231 3/47 ', � 3. ALL REBAR GRADE 60 TYPICAL SIDE PANEL "A" ✓f FF R • 114 SEE MISC. DETAIL SHEET FOR 175.81 eg. R REBAR SIZE & SPLICE LENGTH 4. DIAGONAL DIMENSION 255 11/16" OW RATION DATE phial USE 2 " LIGHTWEIGHT CONCRETE IN WALL PANEL USE 2" POLYISOCYANURATE IN WALL PANEL . SMOOTH FINISH TOTAL LENGTH OF REBAR: 1420in. of #6 p PROJ NO. VRZ6024 BLDG. NO. 20900 0 A CONFIDENTIAL PROPERTY LANSARETHE FIBREBOND CORPORATION CONFIDENTIAL \ �' A AND TRADE SECRETS OF ,'� FIBREBOND CORPORATION 1711 'MIND" A ANY USE OF THESE DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 BOO - 824 -2614 T OR THE INFORMATION 0 0 CONTAINED HEREIN FOR ANY B YN GN DATE. 7/28/03 VERIZON WIRELESS REASON THAN AS ^ B EXPRESSLY UTHORIZED BY A FIBREBOND CORPORATION IS B OW DATE 7/31/03 STRICTLY PROHIBITED THESE 11'-6" X 20'-0" EQUIPMENT SHELTER A DiSTWBLIITSEDWITBEEN THE a 7- MT DATE 8/2/03 STRUCTURAL LAYOUT - e UNDERSTANDING THAT ANY ONE RECEIVING OR OTHERWISE OBTAINING Y SMP DATE4 ) I SIDE PANEL A '' % 9-4 ELEVATION KEY DATE REVISION ENG. POSSESSION OF THEM WEL SCALE SHEET NO S3 B D-6760 BE EXPRESSLY NOTIFIED OF ENG DATE .3/e=1 .7J L N BY. DATE BLDG. 8 PROJ NO ADDED -TO I REMOVED -FROM SET APP DATE REV. BY . DATE BOM. DATE THEIR CONFIDENTIAL NATURE BY I. ' 1 e DB/DB WELDED ' t WIRE FABRIC BURT LIFTING POINT G CASTIN n1m � BED wrra a N F13/193624-2 REO'D.; I I 1 Is . o _ SEE DETAIL FOR SETUP I 1'x Oa VERTICAL 9 12• a 12 24 1 -24' I 74 • IZ' IT• NO RETARDER ON 4 t - REINFORCING BAR � � • /J X 21 SEE HIDDEN OF EACH SIDE FOR 1 W BLOCXOUT CORNER POST. SS WALL PANEL SECTION " A -A" th LOR NS' 69• DETAIL 77 u, DETAIL SHEET NOT TO SCALE • 26s. �, i l/■\ /�1 le — i ` WIRE D8/D8 WELDED R OR 102' — I I 11 • O I • 1 11 102• CASTING WIRE FABRIC V ' I, 111 BED W El 1 i , I ,I 3 REBAR PUCED OUTSIDE FI L co ; 'r' , ' . ► ' POCXET FORMERS; Mal SIDE 2 118 HORIZO Q (`�' t 212.Oin TOTAL CONCRETE PERIMETER REBAR TO I. F ` I 1 ANCHOR BE PLACED ABOVE F42 \ ( 71 • ` 11 I' II\ 1 78• WALL PANEL T OCTION "B -B" e� 7r_ N ry 2 i F.42 €3 N L L CASTING \ W� W BED IN v� F / `� • • I I o C �._ IR ■ © © ci 11 s4- INTERIOR OF PANEL SC/440 PVC 1�. ` O / 1 . —' 1 ', 11 1 1 57W r TIIRU• CAST ®45' r I -_\ I - -\ 1 1 GROUNDING N 6 FA a n� n� �\ 4 RE0b• PENETRATION DETAIL NOT TO SCALE N e (� p �/� 4 ■ ' W !gin 4• `, 2J� 2\i LIFTING POINT, PLACE SHEAR I � 30 . 1�I1 54• 6• I ii 6• 5 2 , ��11 JO. F130193024 BAR (041461) If\ F < 12• •• JB1• X2 JBI ,,II 1 ?' PANEL ON ANCHOR i�\. EXTERIOR DURING SETUP r <KK r " J1• 5 _ CASTING [� 51 3 h 9� , '7 S C'40 R�' i ° 4 T BED f ] 3 2 REIM. II ICI #6 I i , .,„ I • RE I ry l BURKE LIFTING POINT €� C3 a ION ;,a i mi � 1 — �L�i.1 NOT TO SCALE h (}� A 3' FOAM EXTERIOR II BLOCKOUT FINISH --- ��kkk oe 9 -i- 24 • A 1 24 21 24 1 24' �{n CASTING I I I I I g � E Y 1� T1\F V ^ m • 2 N � ` . INSULATION INSULATION b '6\ (n 11' -6 [I36' A 4 i4* hte � y HIDDEN BLOCKOUT A END PANEL ! B" — 68256 CASTING DETAIL r I 102.6 So. FT OREGO , .D7 row+c AA 09 �. NOTES: . TYPICAL 4" WALL PANEL; USE 2" LIGHTWEIGHT CONCRETE IN WALL PANEL .44.4, lif � � 3 .' • r SEE DETAIL SHEET 0 r P0 ' gill( o 2. END PANEL CAST EXTERIOR » SIDE UP USE 2 POLYISOCYANURATE INSULATION oc�GUnc� figs 14 3. ALL REBAR GRADE 60 TYPICAL SEE MISC. DETAIL SHEET FOR �VIIIII REBAR SIZE & SPLICE LENGTH SMO FINISH 4. DIAGONAL DIMENSION 175 1/4" TOTAL LENGTH OF REBAR: 906in. of #6 i PROJ NO VRZ6024 BLDG. NO. 20900 O THESEPLANBARETHE FIBREBOND CORPORATION CONFIDENTUL PROPERTY a�i�E A AND TRADE SECRETS OF y18NF I�Ny. FIBREBONO CORrun POoN 1300 Davenport Drive Minden, Louisiana 71055 800-824-2614 � A A NY USE OF THESE DRAWINGS A OR THE INFORMATION CONTAINED HEREIN FOR ANY ORN GN DATE. 7/28/03 VERIZON WIRELESS 0 O EXPRESSLY A BY A _ FIBREBOND CORPORATION IS BH OW DATE. 7/31/03 STRICTLY PROHIBITED THESE 1 11 -6 » X 20'-0" EQUIPMENT SHELTER DISTRIBUTED WITH ETHE APP DAT A :� STUCTURAL LAYOUT UNDERSTANDING THE ANY 0 - A - ONE RECENING OR APP • DATE 1 END PANEL B /' \ OTHERWISE OBTAIMNG BY n • Y L ' u E L EVAT I 0 N KEY H POSSESSION OF THEM WILL BE POSSESSION NOTIFIED OF ENG SCALE SHEET NO.. I BY. DATE BLDG & PROJ. NO ADDED -TO / REMOVED-FROM SET APP. DATE REV BY D ATE REVISION ENG. DATE BOM DATE EN THEIR CONFIDTIAL NATURE. or DATE • � /�A =1= Q" SY B NO OWG D-6760 ' D I • IDS DO/DO WELDED A ,�--72 WIRE FABRIC CASTNG ,...z. 1 I "� n rip tie if: , h BED N �1 I I i 7 I I I I I I I BURKE LIFTING POINT; roi 1p VERTICAL 24" 24" 1 12" 12" i 24' 24' 24' 24' 24" 12" 12" 7i" . EBI193624-2 REVD. REINFORCING BAR SEE DETAIL FOR SETUP WALL PANEL SECTION "A -A" FBfIJ450 - /3 x 2 +" 1 + r 311' A NOT TO SCALE CORNER BAR' 4 REO'D, In' 1 Om ONO! WE10ED WIRE FABRIC ■■ — • ! r � • •! Imo._ CASTING Er - -- - • • • • • �, • — �� —l02" BED ....._ 102 CONCRETE b HORIZONTAL : x:: i I , \ / PERIMETER REBAR TO 'k I n ANCHOR BE PLACED ABOVE F42 N I h WALL PANEL SECTION "B B" NOT TO SCALE N � 2 1 • ' 21_ ILA DUDS WELDED : 4.4k10 ---.1/4--, CEROI..xxNT • ]B WIRE FABPoC 78 "- • CENTERED ON CASTING VERTICAL RIB BED flu ;.,wv : ^ 3/4" PVC SEE HIDDEN ( CASE 045' BLOCKOUT F42 y VERTICAL : I BLOC CCNCRETE PERIMETER REBAR TO N D D DETAIL ANCHOR BE PLACED BELOW F42 Oa WALL PANEL SECTION "C -C" NOT TO SCALE v 54"— • 5,• stir O a CAULK SEAM �7�� INSULATION Os CONTROL JOINT s 115b• SECTION "D -D" � . _ s -#-6" 1 30' NOT TO SCALE !�- -•-t6 ' ! / 6' 6' f'- -s • I� 15If10 POOIT• RACE (DEAR 5" '• 2' —f f-- .70a " -0 r 42" — f f- -- - 47• 1- -- - 42" 1-1 1b • 5 romans BAR (mall 34 PA1EL ON ANCFgR 31J " 34- ,- 48" I 48" -' 48" .-1. BOER= DURDI0 SETUP h CASTING B® AS I. ... , tfr 1 \ ,i, 1 i ,,, <> BURKE LIFTING POINT e Q — ---$— —2-- —2— --it— ___ NorTOer�Lr + ( ��}--� '3 � �\ g �.t� �'%NEE 44 CASING I i I Y ' BED F� ,I� -- 24' 24 24 i 24' „ 1 24' • 24" 1 24 1 24" 1 24' 7� "t 652 `56 - 1 I I I I 1 I I INTERIOR OF PANEL SCH40 PVC �i �i igb 4 ' : ,�, i t OREGO, ,, , CAST 0 45' Pi o 1` GROUNDING ! 19' -3 3/4" (231 3/47 1 •�,� 'OA 3� .11 PENETRATION DETAIL NOTES; q (' • NOT TO SCALE 1. TYPICAL 4" WALL PANEL; SIDE PANEL C , FOAM EXTERIOR SEE MISC. DETAIL SHEET 173.81 sq. 1L '� 3 - aFFRE . ( (� BLOCKOUT UFINISH 2. I PANEL CAST EXTERIOR `� CASTING ,- ..- ..---- ..I -., ii USE 2 " LIGHTWEIGHT CONCRETE IN WALL PANEL l� ,ii / / / / / / // /.i ,- SIDE 3. ALL REBAR GRADE 60 TYPICAL D{►j / /ii�. SEE MISC. DETAIL SHEET FOR p�p{RATION INSULATION INSULATION REBAR SIZE MSC SPLICE LENGTH USE 2" POLYISOCYANURATE INSULATION HIDDEN BLOCKOUT 4. DIAGONAL DIMENSION 255 11/16" CASTING DETAIL SMOOTH FINISH • TOTAL LENGTH OF REBAR: 1308in. of #6 L C s • PROJ. NO VR26024 BLDG. NO 20900 0 As. THESE ONFIDE TIALPRTHE FIBREBOND CORPORATION A CONFIDENTIAL PROPERTY ��i�E AND TRADE SECRETS OF NB D A A USE OF THESE DRAW 1 300 Davenport Drive Minden, Lou 71055 800- 824 -2814 T OR THE INFORMATION HEREIN A AM' DRN GN DATE 7/28/03 VERIZON WIRELESS 0 0 ^ B EXPRESRIZED BY /'\ FIBREBOND SLY CORPO BY IS 6VK QW DATE ]/31/ A DRAWINGS HAVE BEE STRICTLY PROHIBITED THESE 11 1 —6 N X 20'-0" EQUIPMENT SHELTER /\ DISTRIBUTED WITH THE /3� APP DATE � _ STRUCTURAL LAYOUT — UNDERSTANDING THAT ANY BY r ' 0 _ ^ ONE RECEIVING OR APP l- `� DATE�i % , 03 SIDE PANEL C ELEVATION KEY E T OTHERWISE OOBTAINING BY ! , I , -+ POSSESSION EXPRES OF THEM NOTIFIED WILL O SCALE SHEET NO S5 B A TUU ENG DATE 3/8• - -O• S5 B NO D -6760 BY: DATE BLDG. & PROJ. NO ADDED -TO / REMOVED-FROM SET APP DATE REV. BY DATE REVISION ENG. DATE BOM DATE THEIR CONFI CONFIDENTIAL EKTIAL NATURE- BY ■ ■ P 1 I 1 1 J r t . BA DBIDB WELDED , 'h ' 1 3' FOAM EXTERIOR or IN '� n CASTING n IN ` ri 1'- 3'x4'„ WIRE FABRIC BLOCKOUT FINISH BURKE LIFTING POINT I I I I I I CASTING � BED tirrj.•r- BED ♦ �- f 81I9J624 - REM: 12" 1?' 24 24" 21" 1?' 112' 9" NO RETARDER ON 4" �'�' ,iii %� % /� % % %%% i SEE DErvc FOR s1�uP r a� F�cH SIDE FOR 24" C ?NER Pasr SEE 1 LO VERTICAL INSULATION F73/11450-13 X 24 MISC. DETAIL SHEET • REINFORCING BAR INSULATION CORNER BAR 4 REDU- In WALL PANEL SECTION "A —A" HIDDEN BLOCKOUT "' ; __T $ — ____8 8 I Ii NOT TO SCALE CASTING DETAIL ID2"— 1 °. I 102' 10 , . 1% SEE HIDDEN "_� 111 BLOC A 6m DB'DB II WELDED I REBA R CASTING DETAIL \ I I I •a WIRE FABRIC .iV • TB/11442 LIFTING POINT, PLACE SHEAR \ CASTING ON AN x1461) /J PERIMETER REBAR PLACED BED — •-• - FBI/193624 ON " I " I I OUTSIDE POCKET `• gEW624;g;l8.0A.M PANEL 212.On TOTAL LENGTH EXTERIOR DURING SETUP 1 2 1 F42 /l PERIMETER REBAR TO 7B i ' 6 HORIZONTAL CASTING It � - ,1 CONCRETE BED A I 78" ANCHOR BE PLACED ABOVE F42 1.1 1 WALL PANEL SECTION "B — IN NOT TO SCALE BURKE LIFTING POINT h F-42 NOT TO SCALE 1 �e ��`y�'',T, N G ■ CASTING BED n i.'a.� �`EC: J r4 m F. STRAIGHT I 1/4' PAC r —_` I 1I I O S STRAIGHT 71fIPL/� 11 � INTERIOR OF PANEL SCH40 PVC O1 / ^' / CAST ® 4S' GROUNDING h , 12 • J0'-s >�• - - -4 r 'mi - - .w 12" PENETRATION DETAIL 15II 45 ,e 1 i NOT TO SCALE 30• i• 30- 1 0 29 ;1 II 3/4 SCH40 PYC • h 9 • CAST • 45' 17� J FYC 2 REVD. NOTES: 1� ► 1. TYPICAL 4" WALL PANEL; I © is ! 40-'°--- _ ! � 1 i 0,0 PROF SEE DETAIL SHEET Ie� ` - - — $— —$— 2 � yZ E . % � fE 2. END PANEL CAST EXTERIOR 2• �-- 1 SIDE UP I 24" I 24• I 2,• I 2." I 24" 9 — 65256 3. ALL REBAR GRADE 60 TYPICAL , SEE MISC. DETAIL SHEET FOR #1 OREG• c REBAR SIZE & SPLICE LENGTH '' -6' t "87 A' 'to • � 4. DIAGONAL DIMENSION 175 1 /4 " END PANEL "D" )44, • al 4 (e.g 102.8 SD. FT. JEFFRE '1(1 USE 2 LIGHTWEIGHT CONCRETE IN WALL PANEL EXpIRATt0114ATEI7NLK) USE 2 POLYISOCYANURATE INSULATION SMOOTH FINISH TOTAL LENGTH OF REBAR: 906in. of #6 I. PROJ NO. ✓RZ6024 BLDG. NO 20900 O , � CONFID NTI RN ARE THE FIBREBOND CORPORATION CONFIDENTIAL PROPERTY FIBREBOND AND C CORPORATION Fult 4 A N Y USE O THESE RA 1300 Davenport Drive Minden. Lou 71055 800 - 824 -2614 1/i PD, ANY USE Of THESE DTUWING$ OR THE INFORMATION CONTAINED HEREIN FORANY BYN GN DATE. 7/28/03 VERIZON WIRELESS O O NI EXPRESSL AUTHORIZED BY FIBREBOND COTHESE BYK OW DATE 7/31/03 11'-6" X 20' -0" EQUIPMENT SHELTER IBITED THESE e STRICTLY PROHIBITED DRS RINGS HAVE VE KITH EN APP GATE ® Ie\ UNDERSTANDING THAT ANY BY I STRUCTURAL LAYOUT ONE RECEIVING OR CPP \ / 0 OTHERWISE OBTAINING gY;`I �„ GATE �, I 'r� 1 END PANEL ELEVATION K EY POSSESSION OF THEM WILL s SHE�ND. DWG THEIR CONFIDENTIAL NOTIFIED NA OF E NG DATE 3 / 8 -1! 0' S6 B NO. D -6760 BY. DATE BLDG & PROJ NO. ADDED -TO / REMOVE -FROM SET APP DATE REV BY DATE REVISION ENG DATE BOM. DATE THIR CONFIDENTIAL NATURE Br 1 _,• 4 , r 2" , 11 5/8 NUT 4" 2" LOCK WASHER RECESSED POLYISOCYANURATE FOR EXTERIOR FINISH; FLAT WASHER PENETRATION INSULATION ° SEE STRUCTURAL WALL PANEL VOLUME I WEIGHT SCHEDULE GROUT ROOF F -42 CONCRETE ANCHOR n PANEL LAYOUT SHEET r SIDE WALL PANEL CAULK SEALING d AppROX VOL (yds.) APPROX WT. (Ibs.) END WALL PANEL PANEL • Pocnso IO N ° ° • ° . , d P OLYISOCYANURATE CAULK ALL L T. WT. NORMAL LT. WT. NORMAL 1 INSULATON - ° ° INSULATION AROUND • 4 ° ° • NO RETARDER 4" OF OUTSIDE END ROOF 2.87 9699.22 ° ° r► PANEL CORNERS FOR CORNER POST ° • ° ° . �� FLOOR 2.44 8244.20 • ° • ° ° 5/8" - GRADE 5 • ° N Io , ° . THREADED ROD OR BOLT " N T ° d • " ADHESIVE ` IIIIII 11 11;�'11111 1 .�E 111x■ P ANEL A 1.50 5062.00 1 . _ 1/2 emiliiiiiiip " , .93 3138.00 • ° ° ° ° - ° • B STRIP N PANEL B' .O . d • °_ N ` \ °' • Al.,- d ° •�� PANEL "C" 1.54 5197.00 —� " 1 8 X 3 4 LOCK WASHER PANEL "D" .91 3071.00 ' 1/8 ANGLE USED FOR SEE STRUCTURAL 1/2" X 1 / 2" F OR EXTERIOR FINISH; 1/2" ADHESIVE / / FLAT WASHER CAULK SEALING , _ ° i " TURAL WALL BEAD STRIP E -M" SEAL 34,413 5/8' - GRADE 5 ° = DRIPSTRIP PANEL LAYOUT SHEET TYPICAL END WALL PANEL TO SIDE WALL TOTAL 10.19 . 1/8" X 3/4" PANEL CONNECTION DETAIL Reforbindivi dual SbuduralLaynutsheetfvractua /panelsae THREADED ROD OR BOLT "E-M" SEAL ° • \ CAULK ALL F -42 CONCRETE ANCHOR ° AROUND Note: POLYISOCYANURATF k FOR EXTERIOR FINISH; Building weight Is an approximation and shall not be used INSULATION ��/ ° • SEE STRUCTURAL WALL for Offloads or Shipping. Contact Fibrebond Corporation's WALL PANEL'.- ANEL � � • PANEL LAYOUT SHEET / \ / \ Transportation Department for correct transportation weights. 1 2 1 2 1 I \ T WA LL PANEL 1 . TYPICAL ROOF O SCHEDULE CONNECTION DETAIL REI NFORCING SPLICE SCHE 2" x 2" LIGHTWEIGHT NORMAL WEIGHT POLY/SOCYANURATE I l SIZE CONCRETE CONCRETE INSULATION r_ \ / / WWF 8" 8" WWII FOR EXTERIOR FINISH; #2 12" 12" iii • WALL PANEL SEE STRUCTURA WALL ■ " PANEL LAYOUT SHEET 80.' �, MAX. DISTANCE 80 .. #3 17 13 F -42 CONCRETE ANCHOR BETWEEN-13'4" CAULK ALL = 1/2" ADHESIVE #4 22" 17" It AROUND BEAD STRIP "D" RING INSTALLATION FLOOR CAULK SEALING 4,1 #5 28" 22" ® = BUILDING SIZE D -RINGS #6 33" 26" 13' or LESS 1 Stagger splice locations ZX splice length in adjacent bars N °• • ° e . ° 1/8" X 3/4" 14' or 20' 2 - \ • v = "E-M" SEAL 27' or 40' 4 ��' -4irr . � i d ° ° 7E' .0 / i N - %.,, = EXTERIOR STENCIL FINISH SCHEDULE �� §� - COLOR ° ° s /8" -GRADE 5 STENCIL STENCIL WALL • ,�, � . :. • THREADED ROD OR BOLT TYPE PART NO. PANEL COLOR PART NO. 9 # ��FFREI� � � TOTAL SQ. FT. N/A A PACIFIC BLUE FB 10934 : 4, A \ ALL PANELS: FLAT WASHER # f =/ POLYISOCYANURATE LOCK WASHER Eh RECESSED PENETRATION N/A B PACIFIC BLU FB 1093 1 020. ^ c ft. c INSULATION 5/8" NUT N/A C PACIFIC BLUE FB #10934 ~aai;�= 020.4 sq. " TYPICAL WALL PANEL TO FLOOR D PACIFIC B LUE FB #10934 � co •2A : Ar'i'' "' CONNECTION DETAIL N/A a PROJ. . NO V RZ6024 BLDG. NO. 20900 CONFIDENTIAL PROPERTY CORPORATION CONFIDENTIAL PROPERTY i ►_E A AND TRADE SECRETS OF Fl 37 , •D. FIBREBOND DRAWINGS 1300 Davenport Drive Minden, Louisiana 71055 800- 824 -2814 ■ ANY USE OF OF THESE B A NY DRAWA A OR THE INFORMATION / "\ A C°IrEDHEREIN BYN DATE 7 /28 /0J VERIZON WIRELESS / RE ASON OTHER THAN AS - EXPRESSLY AUTHORRED BY „,,,.. STRICTLY PROHIBITED THESE DISTRIBUTED WITH THE A � MT GATE. 8/2/ A ONDERBTANDINGTTATANY BY. MISC DETAILS f AN ONE RECENING OR APP SNIP DA T E. ' f I OTHERWISE OBTAINING BY O : i l I POSSESSION OF THEM WILL SCALE SHEET NO . BE THEIR NOTIFIED OF ENG. DATE. NONE S7 B D -6760 BY DATE BLDG. & PROJ. NO ADDED -TO / REMOVED -FROM SET APP. DATE REV. BY DATE REVISION ENG DATE BOM. DATE THEIR CONFIDENTIAL TIAL NATURE BY R NO