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Home My WebLink AboutLAKESHORE DR 16401_00-0880PER M]T# : • -:" :: 9HIS r!eIMeCR ACCOMPAW E11aNKI eovEsti-- .® ALL o .. ' ' - _ _ ,- - - is • . - W. 1. i' r ARCHITECTS 1700SUM J201HAiNERAVE.RNcE ONLY'"CO. IA -92860 1-,-LGL MLJN:IC'A. OU (909))371-2057 157Nc 7371-5924 , t REFE FAI do On . 'SITE NUMBER'...'.'.. A 00001 CL sw CA -8748 Ai er: aatao ITe . CA'—74 8• . MA HADO N off I% ccowom a"QUESTS = a' SQ''iCONSTRUCTION --DRAWINGS Q, PERMJT THIS NUAe6Q ACCONVANY ALL IWECT10NAL REGUESr3 ' rYliO i Ga•DRTM Q APPROVAL Pat A.9Df EW Na 1 11R•L'Tt I ttEytBy. u as•l Lr4eTrv_41 PrP fT4ALr Na'G13:1 i m A 1HT9fLMmNIY.ATION PK.LIrY 6wy1m CY, S AAaW1TILN9 NG n''Ar W01 LwbYsvllP 0RM?, A4NS ... - •. O4r,. Pao i A10A Ila L 11e1R {EARN N'y ll, M Ive AW LA'VRpY< uee name Ne 4ML'SI ro AIL L4=4- A' Anxax. As RAAaees InaA r{e wmeM- e1Als e calnselall R7IIPAlt ON . A & 0. OWL Tle aae a AWPXAt*KL W AV& R w,w. . ANY affM lr Q MM4L W 414LAnP A m llll! m I WoR mm mmx r i!i AV cmff me txc FAA Ns Ai4 Avr,p,W. 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OE5GRma I LAKE ` d/FTL eAOFWORK: AAO VIGt•6TY MAP 2 6-4, T SII'E bimy-- DATA *V SITE PLAN APPUCAV: ROW.Tiils 0411E W !SIM FLAN 4 Al MffMR M EMVATM MWEW AREA' RVOT. CAe' %Ar4 Pat •NWM .. PLAK AAD MAW FLAN' . 5.... A : .._ fbv- mR RAN MD.He l r1A J6-RAN 0 A: * . . ARGI4iPGTl IR TARS 7 M-1 h 30VWA_ fLLCR RAN. ffWS 8 M 4 NOTES M1FI•UAR6At_ MALS NNW Im m To as ow ft slue AT ne M:IIAIafA1 uMuaY p3climm wEGfat At PWAAM Lei B EGiRlfG! 588 RAN. aNs&•NOrES 10 M itBGNMfaWA..f AJW..PMB saw SITE NUMBER M LIms oama m ONTIeem R. Ime em Mal AftXffm me d Ewa mEawA- vErALs SHEET INDEX IN?rI q 1Vle MLAA:Q MOV Ul f11t e1 Ma fte.. AO ae astva 4ML Oe ro NAk MAN 11!-YAYMY OLLAe.' GYtR W R9OYe M f09RLRY UlMeile.M. MGi6ell A 7Mal lae 4Mi It erioi NRI A r ~ mfp&Aw Amm ARCHITECT: SC01?E. • OF WORK: S(TE• NO. CA -6748 ' W" ARaerWrs Wq UKEshoRE vptIL "° M l 'w a LAKE ` d/FTL eAOFWORK: GONfAGI: ENRY PITLPY CAME fm Tm RmA1 WOR WORDTIVAL& .. c iT4•-Id01 SCOPE. APPUCAV: ROW.Tiils mOri.aMwL' "ow r; m u w•R•4w Tnr&%MU•BOAna4s rmtoY' NO GaR#R6E A M AIPIYRf 8111_ lRII' RO 41 M 71CgiRRalfiQaR Q LAVQIAI! RVOT. CAe' %Ar4 Pat •NWM .. 6MAe,T,M 9W WA DAA TO M RdNe fMRiM PRWt r0 Apfm" Ram PTAAIY E(ECTRM, WaK NAJDES TT'C Tmw "Raoir. mm AN i •N M 1101 Ae lalkAYtGV Wt YPLedY OrAl6f To ARRAC WE APRYAM it Pum" mm 8ML mm M mx"r1l ww Ro - . M Q5rR'Fi DIltDRG A4D TIC i•ISrAMILAT 1 A' W.7VAQFJiNSa1AtNLiDPAEJt55AA1AITFI6APW. TRSNNWImmToasowftslueATneM:IIAIafA1 uMuaY p3climm wEGfat At PWAAM PROJECT TEAM . 7 IR M RRWW MOM OO•IA91M AF alai ARa1N M OY om - i. SITE NUMBER M LIms oama m ONTIeem R. Ime em Mal AftXffm me T SiTE ADDRESSS w mmm-pr M ORY" w r fameep R5mz Qua To mmon arnw- MO& :C-4leTMm1MAPRYAQ, alOt YRttOl4 AIV ae fPOIEt1Y shad itias Tf11_E SHEE1; LFCIAL- itON AND VIMT'Y. MAP R M A WWW 8ML LO MW MMAf lCie MRN.AN ARRWR•Y : 9mmov W6 WIN STORAB _ TO MQWNWMEAWft-t: A loft! APlSite -Ttr. . l TV iERe A 11GPG rRWI iR= PiTLPO'W ilk ' eavFA AT 1'15 SITE w MaR w *WL WM A NWPX& XON AMM" FM IM. Ilearmr meet rtaacro aAFM1: , NET Af+G1 CP rPlr5m w 5Q, Pr. - R ne lPPelp/ sMl"W vm4i:TV WIP W--_-110[At ROMt Tm- XWAVYTAt D NON RAM ca.*TF -nm TYPE , 3E . PROJECT DATA'.- PROJECT DATA LANDLORD: ARCHITECT: mwvvo Sraum W" ARaerWrs Wq UKEshoRE vpt rron tv"M 'ANB GLM 201 . LAKE ` d/FTL eA G1 rORAM. mo' GONfAGI: ENRY PITLPY AGT: DMi H!!ra'.Ti c iT4•-Id01 APPUCAV: SURVEYOR: mOri.aMwL' "ow r. GORIVA 11.15te •U NO GaR#R6E N57 GEAR PTNFS 6RTVe RVOT. CAe' %Ar4 GOR6t K GA 7I7f! 6MAe,T,M 9W 409j 47F -W FAX • 368-3542 (SOUTH) E(ECTRM, eeHERA16 REea t -,W W WAF44M AVB. SURE,G TU:ir11.1. CA SrW Ki4WRR 114) 259-0J41 ' PROJECT TEAM . 7 REVISIONS . INFER -OFFICE DATE ISSUED BY: DESCRIPTION COMMENTS: a f AS APPROVAL AGENCIES PATE ISSUED BY: DE'SCRFTION COMMENTS: - PROJECT' TRACKING CURRENT ISSUE DATE: ' i, •. ISSUED FOR: BULDM •' PEFUr-- Nt]REL'Cb6lMUNIG1fONS ' q. 310 COMMERCE DRIVE ', IRVINE. CA 92802 PN (714) 368-3800 (DIRECT UNE j FAX714) 368-3540 (NORTH) 714) FAX • 368-3542 (SOUTH) APPROVALS . APPROYM W. ranAts ITE' LMIDLMtD UAsm C.P-M. - i. SITE NUMBER CA -674.8 T SiTE ADDRESSS w 10401 LAKEAMW DR. UKC 136Rk_)RF_ CA SKEET T17LIE ! Tf11_E SHEE1; LFCIAL- itON AND VIMT'Y. MAP SHEET NUMBER 1of .i1 V.,... SURVEY NOTES' VAX OF SURVEY. ESHORE -DRIVE DECaWER. M IQ"'. 7- SiTE SURVEY PERFORMiM'frY. ARCHITECTS7-71 U2 F. Cormla 1700 HAMNER AWL 1457 cma I SUITE 0201 I. CALIFORNIAPr4 - CORONA, CA 91712 371-2057 371-5924w TE OF TEL/FAX (NO) 371- F:ER.S2 M SUM 42860T- -. 0 1 31YJ REFERE& 'CE ONSEESHEETC-2 NWT . BASIS OF BEWRJINGS: CPA" WGS: Joe NA"m THE CENTERLINE OF LAKESHORE ON TRACT NO. 23000. AS FILED v o RIC IN BOOK 189. PAGES 11 AN -1`2 " MAPS. IN THE OFFICE OF -COUNTY RECORDER OF THE COUNTY OF RNUMF, SHOW. AS BEARING 101.111 WEST. CA -V46 DAMCHECKEDMI. LZATL GEODEW COOROINATES 0 ANTENNA' RCL B-30-00 WA N%M LEASM NAD 83 LAT. N 3541'19.5 LONG: W 117=9.9" A GRWM ELFV 0 PROPOSED MTENkt- 1323 FEET 35 —95-35 Elev. 1323.76 FEETAAPN37;0 025 A BENCHMARK. BM C STREET AND BROADWAY STREETFROMTHEINTERSECTIONOFMACHADOFtEf' 27416 5GjAPN379-02 -38 (MONTEREY STREET) NORTHWMMY ALONG BROADWAY 6Q FEET AND 20 Fl, NORTHEASTERLY TO THE CHISLED 'SQUARE' IN TOP OF CURB AT ECR. U ADDRESS 10633 BROADWAY SffE ZONINGAAND USE: ZONING: C-1 CURRENT ISSUE DATE; USE : MINI STORAGE 8-90-00 1- 4 1A.P.N.: APN 379-025-8"*. ol ASB ISSUED FOR: zi 25 379-025:7 HU n I DATA TABLE SITE NUMBER BEAR N0 DISTANCE A w 383530r E 130,W 9 N C. H S54'30' -W 7944' W.4m r=io or X. IW Iw 24(f COMMENCING AT'A POINT ON THE NORTHWESTERLY LINE OF MACHADO STREET, N 383530- E I(Loor SML- 4--w 60 FEET IN WIDTH, DISTANT SOUTHWESTERLY THEREON 262.5 FEET FROM THE N 53*04'30' W 159)05 F K 3835317' E 130.01' C N 38W30- E 77.50' N N. 36'3530' E 31540t 705—W MAP ON FILE IN BOOK B. PAGE 377, OF MAPS, RECORDS OF SAN DIEGO N SY04W W THE POINT OF BEGINNING: THENCE NORTHEASTERLY ALONG SAID LAST, MENTIONED J N 3855'30' E 262-50' N &504'3W W 53.08 L I N 53V4'30' W_ 15848' Y It STOC30- IN 310 COMMERCE DRIVE, NN N 5304'30' W 10jlwW 20.00' 00 N 3835'30'130r 20.0(r Pp N 554'30' W 99.3r a is sr"3cr w 159.00' R H 53-04-30- 111 05.00' N 1 368-3542 So UTH 3865'30'I 52.60- N ST0430" W 7521, U N 36'55'30• E 30.35= LV 14 363530- E_ 40—W I 379-025-8 SITE NUMBER 379-025-24 BLUDING PE3W SITE PLAN MAP ON FILE IN BOOK B. PACE 377. OF MAPS. RECORDS OF SAN DIEGO COUNTY, 379-025-35 CAUFORNIA6 DESCRIBED AS FOLLOWS: SITE ADDRESS 379--025-36 W.4m r=io or X. IW Iw 24(f COMMENCING AT'A POINT ON THE NORTHWESTERLY LINE OF MACHADO STREET, 16= LAKE HOW DRSML- 4--w 60 FEET IN WIDTH, DISTANT SOUTHWESTERLY THEREON 262.5 FEET FROM THE INTERSECTION OF SAID NORTHWESTERLY UNE OF MACHADO STREET, WITH THE SOUTHWESTERLY UNE OF RICE STREET. 60 FEET IN WIDTH; THENCE NORTH LAJ(E.EL8W0W_ CA PARCEL 1: (APN 379-25-07) THAT PORTION OF LOT 10 IN BLOCK 8 OR RANCHO LA LACUNA, AS SHOWN BY SHEET TITLE UNE OF MACHADO STREET. DISTANT SOUTHWESTERLY THEREON 130 FEET FROM MAP ON FILE IN BOOK B. PAGE 377, OF MAPS, RECORDS OF SAN DIEGO THE POINT OF BEGINNING: THENCE NORTHEASTERLY ALONG SAID LAST, MENTIONED COUNTY. CALIFORNIA, DESCRIBED AS FOLJ.OWS. SrrE fEY DATA HDM COMMUNICATIONSICOMMENCINGAT• A POINT ON THE NORTHWESTERLY UNE OF MACHADO STREET, 310 COMMERCE DRIVE, FEET IN WIDTH;' DISTANT SOUTHWESTERLY THEREON 397-5 FEET FROM, THE IRVINE,. CA 92602 L AA 160 INTERSECTION OF SAID' NORTHWESTERLY UNE OF MACHADO STREET. WITH 'THE 2 cr-Al PH (714) 368-38W (DIRECT UNE) SOUTHWESTERLY UNE OF RICE STREET, 60 FEET IN WIDTH: THENCE NORTH 53-04-30! WEST.- 79.04 TO THE X POINT OF RFGINNM' THENCEFAX FAX 114 WO -3540 fpg, CONTINUING NORTH 5X04'30 WEST. 79TR FEET: THENCE SOUTH 38' 55'30' 1 368-3542 So UTH WEST,130 FEET. THENCE SOUTH _1w.TOW3O* FAST. 79.04 FEET; THENCE NO -H. APPROVALS W%30* EAST. 130 FEET TO THE TRUE POW OF BEGINNING. APPIMED BY: forn" am_ PARCEL. 2. (APN 379-25-06) THAT PORTION OF LOT 10 IN BLOCK 8 OR RANCHO LA, LAGUNA. AS SHOW By MAP ON FILE IN BOOK S. PAGE 377. OF MAPS, RECORDS OF SAN DIEGO COUNTY. CALIFORNIA. DESCRIBED AS FOLLOWS: LEASING ZONMW ------ COMMENCING.A POINT ON THE NORTHWESTERLY LINE CF. MACHADO STREET. AlDH60NV. . DISTANT SOUTHWESTERLY THEREON 392.5 FEET FROM THE 7: RF INTERSECTION OF SAID NORTHWESTERLY UNE OF MACHADO STREET. WITH THER SOUTHWESTERLY LINE OF RICE STREET. 60 FEET IN WIDTH: THENCE NORTH E/p:, 79.04 FEET; THENCE SOUTH 34r55'W WEST. 130 FEET. THENCErr EAST. 79.04 FEET TO A POINT IN THE NORTHWESTERLY LINE OF MACHADO STREET. DISTANT SOUTHWESTERLY THEREON 130 FEET FROM THE POINT OF BEGINNING; THENCE NORTHEASTERLY ALONG'SAJD LAST MENTIONED NORTHWESTMY UNE, 130 FEET TO THE. POINT OF BEGINNING. I PARCEL 3. (APN 379-25-35) SITE NUMBER THAT PORTION OF LOT 10 IN BLOCK 8 OR RANCHO LA LAGUNA. AS SHOWN SITE PLAN MAP ON FILE IN BOOK B. PACE 377. OF MAPS. RECORDS OF SAN DIEGO COUNTY, CAUFORNIA6 DESCRIBED AS FOLLOWS: SITE ADDRESSW.4m r=io or X. IW Iw 24(f COMMENCING AT'A POINT ON THE NORTHWESTERLY LINE OF MACHADO STREET, 16= LAKE HOW DRSML- 4--w 60 FEET IN WIDTH, DISTANT SOUTHWESTERLY THEREON 262.5 FEET FROM THE INTERSECTION OF SAID NORTHWESTERLY UNE OF MACHADO STREET, WITH THE SOUTHWESTERLY UNE OF RICE STREET. 60 FEET IN WIDTH; THENCE NORTH LAJ(E.EL8W0W_ CA 5704'30" WEST. 158.08 FEET. INCE SOUTH 3C55*30' WEST. 13 .0 FEET. THE a THENCE SOUTH -ST04'3W EAST. 158.08 FEET TO A POINT IN THE. NORTHWESTERLY SHEET TITLE UNE OF MACHADO STREET. DISTANT SOUTHWESTERLY THEREON 130 FEET FROM THE POINT OF BEGINNING: THENCE NORTHEASTERLY ALONG SAID LAST, MENTIONED NORTHWESTERLY LINE. 130 FEET TO THE POINT OF BEGINNING. SrrE fEY DATA AND STE PLAN L AA SHEET NUMOM 2 cr-Al I 1 AP ai W APN 379-025-8 ASPHALT am t rl sm BLDG ENLARGED SITE. PLAN SEE SHEET C-1 FOR DATA TABLE 0 - IFIRE TREE I I g.. . - I i . I W 10' X '4V W w SURVEY - NOTES:1CONTINUED) NEXTEL LEASE -LEGAL DESCRIPTION;' - THAT PORTION OF LOT- 10'IN 'B=k 0 OR RANCHO" LA .LACUNA, As 'SHOWN -By MM' ON FILE IN BOOK 8; -PACE 377. OF MAPS, .RECORDS OF SAN DIEGO COUNTY, CAINORNLk DESCRIBED AS FOLLOWS. - COMMENCING AT- A- POINT'CN THE NORTHWMTE]RLY - LINE OF MACHADO STREET, - 60 FEET IN WIDTH. DISIANT.SOUTHWESTERLY THEREON '30283 FEET FROM THE INTERSECTION OF SAID r114WESTIER -MACHADO STREET. 'MTN THE RICE STREET, LINE OF SOUTHWESTERLY- LINE. 60 FEET IN '"DT'THENCE NORTH. 53*04'30* WEST, 79.32 FEET TO THE- TRUE POINT 'IF BEGINNING: THENCE CONTINUING NORTH 5304'30- WEST. 10.00 FEET; THENCE NORTH :SV55'30'- EAST. 10.00 FEET. THENCE SOUTH 53*04'30" EAST. 20.00 SOUTH T. 36'W'30' WEST, 10.00 FEET; THENCE NORTH 53-04-30MMFEE . THENCE SOUTH 3655!307 WEST, ROAD FEET TO THE NNING, NEXnEL ACCESS EASEMENT LEGAL DESCRIPTION: 7mAY PORTION OF LOT 10 IN OR RANCHO LA AS FTrA., OF MAPS. LACUNA SHOWN BY MAP ON FILE IN BOOK R. RECORDS OF SAN DIEGO COUNTY, CAUFORNLk BEING A STRIP OF LAND 12.00 FEET WIDE. THE NORTHEASTERLY IJNE DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE NORTHWESTERLY LINE OF MACHADO STREET, 60 FEET IN WIDTH, DISTANT SOUTHWESTERLY-7HEREON 302.83 FEET FROM THE INTERSECTION OF SAID NORTHWESTERLY LINE OF MACHADO STREET. WITH THE SOUTHWESTERLY LINE OF RICE STREET, 60 FEET IN WIDTH: THENCE NORTH 53'04'30' WEST. 89-32 FEET. mma unLi7y EASEMENT LEGAL DESCRIPTION:. THAT PORTION OF LOT 10 IN BLOCK B OR RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 8, PAGE 377, OF. MAPS. RECORDS OF SAN DIEGO COUNTY. CALMMIA. BEING A STRIP OF LAND 3.00 FEET WIDE. THE NORTHEASTERLY AND NORTHWESTERLY LINES DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE NORTHWESTERLY UNE OF MACHADO STREET, 60 FEET IN WIDTH. DISTANT SOUTHWESTERLY THEREON 262.5 FEET FROM THE INTERSECTION OF SAID NORTHWESTERLY LINE OF MACHADO STREET, WITH THE SOUTHWESTERLY UNE OF RICE STREET, 60 FEET IN WIDTH: THENCE NORTH 5304'30' -WEST. 75.81 -FEET; THENCE SOUTH 3555-30- WEST, 20.33 FEET. 4t, AS BUILp 1 ARCHITECTS 1700 HAMNER AVE. 92680 FAX 371-2057 - FAX (909) 371-5924. Ra 8 -3D -W NO. C 27416 CURRENT ISSUE DATE., 8-30-00 ISSUED FOR: BUMM PSW NDM COMMUNICATIONS 310 COMMERCE DRK IRVINE. Ch 92602 . P" (714) 368-!3BOO (DIRECT LINE) FAX FAX (71( 7144)) 3 3668-38-35542 40 (( SOUTH) APPROVED 11T.- A . PPROVALS I Wrt'LS DUE] SITE NUMBER CA-6748 SITE -ADDRESS SO LAKEMOM M LAM 8-SNOM CA swxr'Tnu SITE PLAN A GLDC FAINTM 6RON 40 FROPOSM MWELtEASe. AREA ME. QlWr C-4 116R. SIM LBM- MSOWI710N WtM ON A rall W" m 1IMS04I.E. FW. THM' 30r A•'V tll=r A-j FOR ENLAPSEP SMN" ARBA -PLAN PETAL® 3' WIDE NEXTEL APN 379-025- 24LdXATION- a' H5M WASI . LITY ASPHALT M—MUM, BLDG12' am WIDE M 0 POST Imm WN 379-025-35 OMNO CAM 1 AP ai W APN 379-025-8 ASPHALT am t rl sm BLDG ENLARGED SITE. PLAN SEE SHEET C-1 FOR DATA TABLE 0 - IFIRE TREE I I g.. . - I i . I W 10' X '4V W w SURVEY - NOTES:1CONTINUED) NEXTEL LEASE -LEGAL DESCRIPTION;' - THAT PORTION OF LOT- 10'IN 'B=k 0 OR RANCHO" LA .LACUNA, As 'SHOWN -By MM' ON FILE IN BOOK 8; -PACE 377. OF MAPS, .RECORDS OF SAN DIEGO COUNTY, CAINORNLk DESCRIBED AS FOLLOWS. - COMMENCING AT- A- POINT'CN THE NORTHWMTE]RLY - LINE OF MACHADO STREET, - 60 FEET IN WIDTH. DISIANT.SOUTHWESTERLY THEREON '30283 FEET FROM THE INTERSECTION OF SAID r114WESTIER -MACHADO STREET. 'MTN THE RICE STREET, LINE OF SOUTHWESTERLY- LINE. 60 FEET IN '"DT'THENCE NORTH. 53*04'30* WEST, 79.32 FEET TO THE- TRUE POINT 'IF BEGINNING: THENCE CONTINUING NORTH 5304'30- WEST. 10.00 FEET; THENCE NORTH :SV55'30'- EAST. 10.00 FEET. THENCE SOUTH 53*04'30" EAST. 20.00 SOUTH T. 36'W'30' WEST, 10.00 FEET; THENCE NORTH 53-04-30MMFEE . THENCE SOUTH 3655!307 WEST, ROAD FEET TO THE NNING, NEXnEL ACCESS EASEMENT LEGAL DESCRIPTION: 7mAY PORTION OF LOT 10 IN OR RANCHO LA AS FTrA., OF MAPS. LACUNA SHOWN BY MAP ON FILE IN BOOK R. RECORDS OF SAN DIEGO COUNTY, CAUFORNLk BEING A STRIP OF LAND 12.00 FEET WIDE. THE NORTHEASTERLY IJNE DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE NORTHWESTERLY LINE OF MACHADO STREET, 60 FEET IN WIDTH, DISTANT SOUTHWESTERLY-7HEREON 302.83 FEET FROM THE INTERSECTION OF SAID NORTHWESTERLY LINE OF MACHADO STREET. WITH THE SOUTHWESTERLY LINE OF RICE STREET, 60 FEET IN WIDTH: THENCE NORTH 53'04'30' WEST. 89-32 FEET. mma unLi7y EASEMENT LEGAL DESCRIPTION:. THAT PORTION OF LOT 10 IN BLOCK B OR RANCHO LA LAGUNA, AS SHOWN BY MAP ON FILE IN BOOK 8, PAGE 377, OF. MAPS. RECORDS OF SAN DIEGO COUNTY. CALMMIA. BEING A STRIP OF LAND 3.00 FEET WIDE. THE NORTHEASTERLY AND NORTHWESTERLY LINES DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE NORTHWESTERLY UNE OF MACHADO STREET, 60 FEET IN WIDTH. DISTANT SOUTHWESTERLY THEREON 262.5 FEET FROM THE INTERSECTION OF SAID NORTHWESTERLY LINE OF MACHADO STREET, WITH THE SOUTHWESTERLY UNE OF RICE STREET, 60 FEET IN WIDTH: THENCE NORTH 5304'30' -WEST. 75.81 -FEET; THENCE SOUTH 3555-30- WEST, 20.33 FEET. 4t, AS BUILp 1 ARCHITECTS 1700 HAMNER AVE. 92680 FAX 371-2057 - FAX (909) 371-5924. Ra 8 -3D -W NO. C 27416 CURRENT ISSUE DATE., 8-30-00 ISSUED FOR: BUMM PSW NDM COMMUNICATIONS 310 COMMERCE DRK IRVINE. Ch 92602 . P" (714) 368-!3BOO (DIRECT LINE) FAX FAX (71( 7144)) 3 3668-38-35542 40 (( SOUTH) APPROVED 11T.- A . PPROVALS I Wrt'LS DUE] SITE NUMBER CA-6748 SITE -ADDRESS SO LAKEMOM M LAM 8-SNOM CA swxr'Tnu SITE PLAN A itdlfll1lllNyBIp1 9a1NItOS111 J I= EAST ELEVATION A5F nrlri rYPU,AI GR' (2) t . M SOUTH ELEVATION' M STORAGE FACL.rrY 8 AWENN Nr FAMW 6REEN ISSUED FOR: APD MANN ON A 00--e tWH PAP TO F42SEMDLE o A PPC TFfP- x ai-s. 1 NEXTEL OOMMUNICA'nONS 310 -COMMERCE DRIVE IRVINE CA 92602 PH (714)) 368-3800 (DIRECT UNE) f (7'14) 368-3510I NORTH) FAX (714) 368-3542 (SOUTH 1APPROVALS Ir s x 1700 KkUNER SUITE. 1201NORCO, yam_ CALIFORNIA 92860r 1 Y •V.', 1. 1 • / I r rw 1 gi lot a a y. r"w- No-• 1'I\ill!LI' tli'IIIBllihlli,'!II II'Illlll Z. y'' itdlfll1lllNyBIp1 9a1NItOS111 J I= EAST ELEVATION A5F nrlri rYPU,AI GR' (2) t . M SOUTH ELEVATION' M STORAGE FACL.rrY 8 AWENN Nr FAMW 6REEN ISSUED FOR: APD MANN ON A 00--e tWH PAP TO F42SEMDLE o A PPC TFfP- itdlfll1lllNyBIp1 9a1NItOS111 J I= EAST ELEVATION A5F nrlri rYPU,AI GR' (2) t . M M STORAGE FACL.rrY 8 ISSUED FOR: eLLDNO PERUrr D 1 NEXTEL OOMMUNICA'nONS 310 -COMMERCE DRIVE IRVINE CA 92602 PH (714)) 368-3800 (DIRECT UNE) f (7'14) 368-3510I NORTH) FAX (714) 368-3542 (SOUTH 1APPROVALS LYaA+ovrn an PHIALS iary aNmm ROM 1 M!8 STOMC DIAPW6 — - I : pans LEAse S T"S --~ --' -- - ' fL/W. Tt45 Rv i• ttlExt WOL'fl N'D PLArTT3t ra'e ro si1E NUMeat - MArGM AIUVfW EXKrW n *j 0 1 WRAx5HT' RM rEwc CA -6748 v AwrE•u t w R e MANTT >Sd-d #s';i:? lGylifom ori SITE ADDRESS NEW .(-e I I 1 wai PA.E ro FMSDA IP P - c r' 16= LAMSHORE M wm xra LAKE B CA WE WDE WGYA i 1 PP!` TTM ..- + , rav NMM3-- a X a i ,. I*'' : LfAgE AREA aX f r -r l SHEET TM -E r W FCR W fr-D• LT v1., OFSGRPTION ,. It WVE NN ELEy gtmAW! B1/ E ffM Irf 'ROAD, I AtvD FLOORW' 9.RVEYEYY t10t1'S I . FOR ALGrif .FASEMW LEGAL'DESGRPr,ON ; I I ' SHM NUMBER ENLARGED AREA PLAN0'Q-.,:,A• .la —304 of . n A-1 KEYED,:FLOOR PLAN NOTES PROJECT. GENERAL: . tf /4' a tf a pOsjTN6 R=L- P OAR. TO ! I+B OVO l.. 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M7P 1-4 hAtS P6t GOAT ATTeNnoN. aP Tte"fRArcr mkvem FAX (909) 37t=5924 s! cerAL / I. nwR TME NaV TLE *VLL W_ SST A-+ tLAF AIA '!Y X tr x W A NSTRa a f.Eit1Al 4 TIS GaMRAGTGR 5TW1 R GBVE N MIRITTK . 4 r PA32 PUTTS /rDD WRP.U9LD TDRIRE' T1t /61tSSIc (GaLAZ 5T$TER WttREj AUTIM7ATIGN TO PRGY:GM %W 6TARTfG T1 5 4 I/`Y X 4 1/z tYf $TATLEY'. PROVDE C' RLDCHt TGP 5ET'com CAx ON w4m ON ANY Item NOr arAcy D OR ioe IMAM71 er I L105B2 i'40 JL OY LGN ON All WALLS N RADIO OC IrBIr RGEhI D@11P®'DY Tte GaMRAOT OIOGIAENFS OOI • . FLCEwI 'twA4 5StE5. If 10!949.4 tr-AVY FUrY o e — i } i u W m1wer QZwR 1 m RDA -m erRlrj) S THE GatRmulk 94V L N5TAl1 Ail SITE KAMM AY 6MPLM PREPARLP TO FWZVE A Q NaV HJARtaAL APD MArM;U" N KGCPDiNJOC CA -W48 fl GTR(GAL DRAwflrf : CHE= er amRfltiMOl/ADIE rA1.car GORE •. 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FRWB2-"i'GOAT 5PJGLAR / rW,PI6AEM® W" TM Lwow ax"o GODS RE6UN?DN6 P FA X14) 14- 3800 {DIRECT LINE) PYA Si=ALIM ISM" aOAr-SNa.AR FWAgA E/YZTWIQUM<E PFNb Olt lir PD(RRES, GEIlJ6 ) 366-3s4o NORTH) COATER THIRD COAr-SWAAIR /49410 6RP MT3zroR PARTITIONIS AND 1.rcLrowlcALAqyl FAX 714) 368-3542 SOUTH SATIN @IMB. Wr 1-2 ABS P GOAT Cg1 1r, ALL WORK MUST OE N APPROVALS ACGaRDRJr WITN La,AL E/IRTtiQ(. GaDEs tion D MASOWY WALL: ' AS Q Mp RfruArlcNs . :AppRuvn or 66Lws DATE v IL TM C614TRACroR Ow L Metrr ALL PRbet 'I GOAT %VLAR E'[1TO P DheISIONS AND catprncNs Apv 51L11 [ LEDAA: SM&M - FE GOAr-4U-AR O79MA4U't . 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OR5 TO PROVIDE GUN'LETE SET. a, Q': PRattSP R WINSSCOVIPLVVI a WG WO DAYS SHEET TITLE NEW FRAMING PLAN' axe V4'-o 0 1 2 4 17 1/4' V-4 ww from PLM AIS Mw FRAMW RAN SHEET NUMBER w. 5 !OF r a Iy--1 - -- --- --- — -- --- - - - _ ____ -- - - - --- -- - 1J id i bW REP Z: ANMM 4 o . .a :e • a9' . e :.7 ErnPDS 1 MN7 GfR N 5/)5 E 1F Id e ' e Re -am I 1 P , ANTE}=NA 1 E 4V Elft INRkA1ION O lCN/ 9 S x'10gh b' d pyprT•• ta+ ISTL 711 5 O IP OG. SPl.COR. d1E M1fBNA 4 NGN i_ . x • f tp. IW: C"90 PQtTS I bw • I W1 BNA Z `'A 1 d11O NAi1TE fib. Ip TE3C . 'O"[A SFLTOR Z Soe a• TRACK ro _ :: .. '• soars Z wms GRt I Q ARCHITECTS1rentsy- x w nMAWsTID ! 6m_.TRA61C w/.PR ° ° iNOR r'NfEML 1 ' NALS O 7Z vl f 1 AMV f+ID 1700 K4M AVE. 1 O a FORM DAMS SEGrat fowl SUTIE #2D1 t595TN6 PARTITION 1 Ems" Cow. e0s/ IYJTEMA I ' NORCO. CNOORNIA 92980. TO nNEP P 1 RJI0 TO f"M _ e_ O O O ! e Z G»rP5 1 (909) 371-2057 R®ANn!NNAi FAx (909) 371-5924 ANT"40A 4:/ o e e- S Y bNDS EllyEPsAoc" I -I bnNP YELLGW be + oaA eT: p eft MIft" S-4 DNM VRIM . Z pA 0000) ( tx R APRT1tNA-i MPO YVrpTE . ' CA -WO •. MlcarcPl ecr f WAWRM cxs lvale fore xm W. , a & W-00NosarisrAl<f ,d ' rrtr, vew 51re sGxe 1 1/r-f 11/r=-O D.R ANTENNA AZIMUTH DETAIL 1 WALL . DETAIL 2 PAVE GUIDE ENTRY 3 COAX CONFIGURATION 4 s/Sx COW Ca" L CDC. 040 • GRo1 i D ST1:IP WRL/ M.XR •/L x R A s1Ea TRAAC WITH NEW DLT C x - EROtrD. STRN' ! 2 -mo x r Le Tac coNr. 1 EHR w . +-140: C sAMP siFPazr ; -O NEW e s x Wgo ,n sro SCREI'+IB O r" SPE x f Lb TTSC C QINP AND DRACI(Er STL fnp O IP OG. or cedco dao LSmP' Q' TRACK TO lXM 5M Phi STIP _ _ TBC 5L PA 1 1 qMD. n V41 6 f Rh HATT HALATION S r0 ; ! PEM/ 9 5/D' x 10ga NEW 1 5 x IO a 1 STL TRACK W/ PD_ 4/b GhP51M DORsflSTL5Al $G O ! ! O : NN5-O W. OG. CURRENT ISSUE DATE: exmnwx LGNG. - WG A'xffigaLrKKi' WC' 4' x plga Eft remAlIP_ t I S Ap TO P19" OYi CfaKO '{Ob fi P° 1 aLM6 ,1015x5 O W. OG- 9/. r TIRPAVIV ROD P1 rWtS 8-00-W 1 M Kir At>K - x/ PCL NUrs Ar TOP & 00TOM 1 Cf: LBdGO CCRPHi PRARCEr MN GRADE a : OP pa~, O w or ISSUED FOR: COSTM3 PART na4 ! SI PSM rid' AHME VEtP1 gm mak f:R/bN9J TO REMAIN -- O. W/ 4- Ifo x f' . :.:'!r 1 1OP19 TBC 5lRE1Mr T .tNGT1ON 1 YPl AI 1111N .. w4y M -MR' 6CNN?Gnm casnNe GMPSIJV '. ' .• .. .:... PLi10 :. SCAlt.fd-O' szAl r r ACAm:. vr_r-a = :F:: r4 -o FRAMING. DETAIL 5 LADDER DETAIL' - : 6 FRAMING DETAIL• 7 FRAMING DETAIL 8 N_ DTTEL COMMUNICATIONS 310 COMMERCE DRIVE2602 MAEOW MATCH i IRVINE. • CA ( DIRECTPH. 714 368-3800 (OIRECTIJNE)':. 5A V FAX (14j 388-3540 (NORTH) FAX (714) 368-3542 (SOIAH D xli'xw MASOPRY . SOLD 6Rax APPROVALSqs: APPROVED W. .In Y P ENLV. refire POST !4 O VEW O 3 LANMDRD -- - - - - - FP OG. CENTER CF Ca. SMF" *&Ti 1M7N # Wg7p Z x 4 C 14rKMS RAL i yr CRS TYPY/L A` 7 _ IF GE ONLY SITE NUMBER ., tii CA -6748 rHM GRAPE SITE ADDRESS ra" 164M L AI IOM DR PLACE i. ML VfrQlSrl LAZE 0M CA CR 51dLAR M CCNTRGt 1 x` l MD Z GRAVB_ SHEET TITRE 1 • ° '+ FLACE i ML' V15QltFN s'. (OR SIMILAR. WMP GaNTROL) . LW R'Na Z,GRAVd. 04 PARS taA1 WAY DETA 0 AXT04 L SHEET NUMBER' WA& Woe t Iric` ii -3 o FOOD. FENCE 9 '> . WALL'. SECTION . s i ALPO5ALLMECtMN1O41- Enoplol Jr 4D DEVIG StL C2 NSr PPS . POMSR WIRED AND caNTROL MMP PER MANPAaWZRS AwkiTI" MME T Nc P9RE DAMPS; HVAC GENERAL NOTES LEGEND 'AND•SYMBOLS MrA0.s. ACCRE\MTTOWS DF GRPTiOtt F'R03t* f LAW PPN6 L .7m cONrRAcr4w SHALL PE37 MW THE want N AMZRDANce WITH THE AND SLATESTA5FRAGEGIMTRIALSWARDS'.' DOST. PPE PU5;r OR EG(L AA Nr TO -REMAIN RS 2. ALL MPLt1406A.• WORK SHALL C4WLY WH ALL APPLZACLE 617A1E AO uyA— E IADL' CODES MD rsm& CODES HAVN6.tiLR1=DIGr10N OVER TME WNSTRIXTIGM s caNrRACTat MC t,ONSTRLGTwN 51TE'AND W15c11S5sM&L Ovum T 6E3RLAL 5 a' OUADPI6 MD MTaA1C P92FORhwICP MAM: THE GGNrR1GTOR SHALL OA7FtDfVl1TL tls wow WRH THE WORK O' 017E3tS ON THE PROIYCr. WQVAC.r0R SHAd- CLOW M ExM'TTN6.C4WITI 5 AND PROVIDE ALL LAWR MO MATIMIU&O TO MAKE.A WORIVAZ AND USEA .E SYSTISL- E70ST PPE'DUGT,at EQAPh Ir TO DC RHJOVED NE3V PPE. DUCAT at El Pt1811' 5A .. : f1FFLY.Aft Q'LOW DRHCTION, DI SE'LTIOPL- pter Pism OR 'Dfl US 74--. IA, G OQUVhf-Aft WDaL m PROVtw TO THE 0mat DY TFE e4affp om 4 "4RACTOL S TO DOLT TO WWWr M*WElt 4ff-, 0EtRVATI0Pt5 OR OOWITIONS NY 11GM ARE PW-* 9W N THE VLAMO MA bat WOOD ID M Mom VaLIC PAM AND MOragw, DAtAPE3t FRE9A N17 TME f "MOr USE O' THE HVAC sysn iA. We" LOM'YGTION 0WKr RADLIS HIB PO; T M TRAPS AT THE 00I TOM a' ALL 58OTT m R15 5. }!RAZE ALL CU TO CU O fS MM SfLOS-5 At ESQAnMIF AW AFP. Awe mai tLL17R EXLAZf 16 MAT>RIAL. DO wr USC '"r SORT} 'ArITIGN LIVES TO SLwatr A MNfVLM a EiIBtY IY. LKW LN'S A MNK N O' EVERY' . S 5EER S gJAL @82fif Ei°r 9 ALL LC W VOLTAW (14 V) ALARM ANP COtML WALN6 D'Y hYLt1ANIGN_ ar ' [3FIGf3dGY — CCNTRACTaR AL GatzUr CY HPLTRILA- "IN RA611M- . 10 THE'_ MFLH4IL 4L C RACTOZS SMOLL, OC RESPOtKmE rat- THE AGQImnCN AAD PAYMENT OF AL FBIWS AND. NSPFLTIONS AHO RMATEP ma WAX rEUS FOR TV" NSTA.ATIOK , ALL Wam. av L czwLy WITH A momE MN MN MNIN1 1 STATE AMD LOYAL LAW5\ NY, NOT N CONrFJ4T 5 ALL MECtMN1O41- Enoplol Jr 4D DEVIG StL C2 NSr PPS . POMSR WIRED AND caNTROL MMP PER MANPAaWZRS AwkiTI" MME T Nc P9RE DAMPS; AAD RFLO\A "Anada RL F'R03t* f LAW PPN6 A A WAtdfE%*= I AUL MUST OE A'MWP TO IiAF1HNJICAI RS RBR IfAf 5LL'TION FOR Cha OF A MANTENACE M%X FOR THE SK&L 1 r<i+§. S98fa6?i E Irl m PROVtw TO THE 0mat DY TFE e4affp om P, C41- Cart5TE 150OWN17 DRAIN 7 GavEwTE DRAW OT r OP FAN e4L'TO OC 40PPER TWIND TYPE 'Ir = D4-- StW-," eATE VA _W_ . DRANS SHALL to N LT. DRAINS 01AL DE' E OLEP AND NSTA LM i' F --- LIMONCYTHCACKWA-" cct•RRACTOR DRAINS SCULL NOr'OE RLN Oym MBIC Nr DRM11faS IN O WAL Ttemmrir IW p TEW p@trf Y,ATION a TME SLE:rM LIES ACV LINES SCULL ECC MAW DRAWN TYPE L''- Eqxwmr ai EQAPA tF CA IAX `1rM'OI. OGfPER TLOW. NALATED WIM A MN Cr 1/1•' AFOAUM Cf21A MAY Y TO NSTAL !.IESStarrcLPPFRTLCN6OEtowrttcA D-MTEP Nw"R TO ARam AvOA SHARP OEMOS AS nvm Mi1Y:-PNOIt VYfA6 A RtSTRiOTIOM USE LONG RMLi3 ESSOIVS W18E1fTt' POSSfxt O SLEET MOM 0WKr RADLIS HIB PO; T M TRAPS AT THE 00I TOM a' ALL 58OTT m R15 5. }!RAZE ALL CU TO CU O fS MM SfLOS-5 At ESQAnMIF AW AFP. Awe mai tLL17R EXLAZf 16 MAT>RIAL. DO wr USC '"r SORT} 'ArITIGN LIVES TO SLwatr A MNfVLM a EiIBtY IY. LKW LN'S A MNK N O' EVERY' . S 5EER S gJAL @82fif Ei°r 9 ALL LC W VOLTAW (14 V) ALARM ANP COtML WALN6 D'Y hYLt1ANIGN_ ar ' [3FIGf3dGY — CCNTRACTaR AL GatzUr CY HPLTRILA- "IN RA611M- . 10 THE'_ MFLH4IL 4L C RACTOZS SMOLL, OC RESPOtKmE rat- THE AGQImnCN AAD PAYMENT OF AL FBIWS AND. NSPFLTIONS AHO RMATEP ma WAX rEUS FOR TV" NSTA.ATIOK , ALL Wam. av L czwLy WITH A momE MN MN MNIN1 1 STATE AMD LOYAL LAW5\ NY, NOT N CONrFJ4T PPN6 TEAT 0 Off . CR .. t NHL + y: FiQdd-0•SfAr Na T0104 M vx/T u•Cw W!N 1. $; r Y RAlle A. ALL MPATMt CP05M iWnC IT PLUM, GTG SHALL OE WAwLEMY . ' POG. PONE a< c41NltLT1ON WMATtERPROMM 11 E2. TER RATM ANP HYATN6 COMEL75T10PI MTWUl GY- RATTI6 CF. t40 TIP TYP. 11fPICA 11 MVAC UNIT !% LL COMPLY MfH W"N STATE REOLI1BOWS l n ALL WCMA Z& Pt3N% wr GK4L ce SERWI16Air WACEP PfR LEGAL LEGEND AND SYMBOLS 11 RF1 f9vE3Af5. _ NEW DRYM81 SW K VPAPY E3PCTRICA_ OIARAGTERJSw WRIT EIFLTRICA. DRAWNEs fR10R 1 *WrAllam catDt7d5Er6 LNrTfp ON HOUSE Kt33°N6 AAD OCTAL i SHEET M TO OD 4D MATIRIL PIR6"Al5r_ AWa10R PEit MANPACTIA+ NSTRILrIOtAi ENERGY EFFICIENCY STANDARDS THE INPVATED MAC, SYSTEM AND EQUIMfNT 05 NTEWW. POR PROeC55 omm aLY IRDS) SPADE 15 NOT OY PEOPLE AT MY.T&V (SECTION IOM Q ENVIROMENTAL CONTROL GENERAL SPACE BAVAM~4rA_ CONTROL SEQI•B t L SITE nNFERATIM Ca UM IS TO OC PROVPW DY 0 AR COVITiadf r, WIT NOW WIT" F STA6C cOA WAL TIMAOrrATS FROVIPW DY CGNTRAGTOR SYSTEM ISS TO OPERATE 24 MOWS A DAY, 7 PAYS A W=t. 'N5 DAY'S A Y1JR ANP SHALL MWrAN SPACE 0 70 DFS. T. (4-/- 2 DE54 4. WNTLATIGN FAN Er-I'QUVL OE L3Ht612W EVERY It WAS FORA FLAIL' MINUM DURATION MOR SPACE PLA7GE 'A TI& 9M W: Q'ARA6W MGD ' jW15-&M MoLNTW ON WALL Q ALL' OPERATE FAA AND MOrORI2ID PA&M ' SEE WALN6 6aEi1b1TIC, 91mr M-1. NSrA _ FAY} COL LMr A61AN517 WAL PER M4LPA51L4E 2" NSTRLGTIGN? MD PER PETALS W,VATED' ON DRAWNCIx TRUS MODELPIr CIVDOE Putt TION OFFL_Y RffiIS ER, O Eb' X b' AMD TRUS MGDH_ V &-*Ori FD® fT UCrICW RETIRN eRLJZ . WALL REJTJeMW MW 4D %A5rW LIVES FROM FAN COL O LNir TO COV54SM PER MANWAMR13tS NSTRULTIO a PACKFASBNS"TON 40 SE&M MATMnAL. IE. POWAe(A ARAM r LEES W M -THEY PE WMTEE A ROMA' OR WALL TO RCTAN SaC MM OLffY GXTICN MD UQm UVEA MALL EC SIZLP PER MANEACTUTIRS FWaAeVAT10N5.' Q5 RAM 42VE !SATE DRAIN.TO DRY` W"Aym SHALL OCTYPO 'Ir C wrAL NO PPEb mom RADIO EQIOA7 wr HVAC EQUIPMENT SCHEDULE. — cu OUTDOOR AIR COOLED CONDENSING UNIT " ®,/ FLOOR PLAN r S4W OTU/HR NET TOrA. cO19 M CMAUTY Ur 105 Dia r eM SCALE I/Y j -O' Ma OTO/tR NEr T0rA_ a COA N6 6 WACTTY (Ar 109 WO r A l4 AT) MPARMR 100 ES FLTRYAL 1 2710 V. V Ptt, 00 W- RLA:"289 LIM 1010 C4l0E NSM FAk 14A N MCA s MPS: 00 AhPS OPER Wf. _ 27! LDS. t Aip LiNIR?M!TAL calM NOrrs PROVIDE W/ NDIOGR rW'OHAY RELAY, LOW A\ttW'OPMAnON W - cO+PRussm MAIM-CYA_E rune, RnRAVr LOW PREfURE SWlrat THC SITE HVAC sysmos ALC TO OC MatJrmw Fat ab4em N TMfI! tATLI;F-_ AL LOW nWERATI.10 ALARM nOWSTATS: M 't10FEYMHL FA djTArS Na rA791A{CYI - HFLTRIUL Ca mwTOR To PROVIDE Cacw MD sea - WIND TO E9fTMOL AIM P*C - SM MECTRIOAL DMA2. INDOOR'' FAN: CO2 UNIT .CONDENSATE PUMP . 1 caRRHt' MGD FE> OiO'(5-rad). - 1 UrnE GIANT MOG73 vGl LAI f, 4~61"M6F:51TE`_ VNVF #&NTA_ SEN" DEVICES TO U to E9QE]l ALARM- 24M LARM 2OGa7.ct7\t A D.JId.ESP. Wove CTU Coam 175 m ®15 MW STATION OY H.ECTRICAl- Ia TO E3FLTFZAI_ VWS. amapY.AI: Y08j1a0 V. 1 Pit. M:HZ. E LEaReki AW,. W. oam : FAN MOTOR -ASA I,* - RAGA- 45MOTORW1.'CM'MITY TAMC ME0HANI0AL.E0UlFMENT PLAN FLT[R Q) Zi V7 X 1i 9/p OAR. Wr = 10.0"-,. 0 1 2 . -- -- e' 12 ARCHITECTS 1700 HANNER AVE NDRCO. SURE 201 CkJFMM 92860 f FAX (909)7375924 I KCL A F. NM C 27416 . 1.. 1r•A 1 r. CURRENT ISSUE DATE: ! 8-30.00 ' ISSUED FOR: s s C .: MOM COMMUNICATIONS 1 310'COMMERCE DRIVE IRVINE CA 92602 PH (714) 368-3800 (DIRECT LINE) ! FAX (714) 368-3540 (NORTFQ FAX .(714) 368-3542 (SOUTH APPROVALS I APPROM W. •O rKs DATE LEASM - - - RF SITE NUMBER ' CA -6748 SITE ADDRESS 16401'LAKE91iOF DR 1 iJUCE E'(„ SWOM CA SHEET Will - j ME0-L4NICAL FLOOR PLAN, NOTES MID SPECS SHEET NUMBER , 7 OF 11 m 1 r<i+§. S98fa6?i E Irl PPN6 TEAT 0 Off . CR .. t NHL + y: FiQdd-0•SfAr Na T0104 M vx/T u•Cw W!N 1. $; r Y RAlle A. ALL MPATMt CP05M iWnC IT PLUM, GTG SHALL OE WAwLEMY . ' POG. PONE a< c41NltLT1ON WMATtERPROMM 11 E2. TER RATM ANP HYATN6 COMEL75T10PI MTWUl GY- RATTI6 CF. t40 TIP TYP. 11fPICA 11 MVAC UNIT !% LL COMPLY MfH W"N STATE REOLI1BOWS l n ALL WCMA Z& Pt3N% wr GK4L ce SERWI16Air WACEP PfR LEGAL LEGEND AND SYMBOLS 11 RF1 f9vE3Af5. _ NEW DRYM81 SW K VPAPY E3PCTRICA_ OIARAGTERJSw WRIT EIFLTRICA. DRAWNEs fR10R 1 *WrAllam catDt7d5Er6 LNrTfp ON HOUSE Kt33°N6 AAD OCTAL i SHEET M TO OD 4D MATIRIL PIR6"Al5r_ AWa10R PEit MANPACTIA+ NSTRILrIOtAi ENERGY EFFICIENCY STANDARDS THE INPVATED MAC, SYSTEM AND EQUIMfNT 05 NTEWW. POR PROeC55 omm aLY IRDS) SPADE 15 NOT OY PEOPLE AT MY.T&V (SECTION IOM Q ENVIROMENTAL CONTROL GENERAL SPACE BAVAM~4rA_ CONTROL SEQI•B t L SITE nNFERATIM Ca UM IS TO OC PROVPW DY 0 AR COVITiadf r, WIT NOW WIT" F STA6C cOA WAL TIMAOrrATS FROVIPW DY CGNTRAGTOR SYSTEM ISS TO OPERATE 24 MOWS A DAY, 7 PAYS A W=t. 'N5 DAY'S A Y1JR ANP SHALL MWrAN SPACE 0 70 DFS. T. (4-/- 2 DE54 4. WNTLATIGN FAN Er-I'QUVL OE L3Ht612W EVERY It WAS FORA FLAIL' MINUM DURATION MOR SPACE PLA7GE 'A TI& 9M W: Q'ARA6W MGD ' jW15-&M MoLNTW ON WALL Q ALL' OPERATE FAA AND MOrORI2ID PA&M ' SEE WALN6 6aEi1b1TIC, 91mr M-1. NSrA _ FAY} COL LMr A61AN517 WAL PER M4LPA51L4E 2" NSTRLGTIGN? MD PER PETALS W,VATED' ON DRAWNCIx TRUS MODELPIr CIVDOE Putt TION OFFL_Y RffiIS ER, O Eb' X b' AMD TRUS MGDH_ V &-*Ori FD® fT UCrICW RETIRN eRLJZ . WALL REJTJeMW MW 4D %A5rW LIVES FROM FAN COL O LNir TO COV54SM PER MANWAMR13tS NSTRULTIO a PACKFASBNS"TON 40 SE&M MATMnAL. IE. POWAe(A ARAM r LEES W M -THEY PE WMTEE A ROMA' OR WALL TO RCTAN SaC MM OLffY GXTICN MD UQm UVEA MALL EC SIZLP PER MANEACTUTIRS FWaAeVAT10N5.' Q5 RAM 42VE !SATE DRAIN.TO DRY` W"Aym SHALL OCTYPO 'Ir C wrAL NO PPEb mom RADIO EQIOA7 wr HVAC EQUIPMENT SCHEDULE. — cu OUTDOOR AIR COOLED CONDENSING UNIT " ®,/ FLOOR PLAN r S4W OTU/HR NET TOrA. cO19 M CMAUTY Ur 105 Dia r eM SCALE I/Y j -O' Ma OTO/tR NEr T0rA_ a COA N6 6 WACTTY (Ar 109 WO r A l4 AT) MPARMR 100 ES FLTRYAL 1 2710 V. V Ptt, 00 W- RLA:"289 LIM 1010 C4l0E NSM FAk 14A N MCA s MPS: 00 AhPS OPER Wf. _ 27! LDS. t Aip LiNIR?M!TAL calM NOrrs PROVIDE W/ NDIOGR rW'OHAY RELAY, LOW A\ttW'OPMAnON W - cO+PRussm MAIM-CYA_E rune, RnRAVr LOW PREfURE SWlrat THC SITE HVAC sysmos ALC TO OC MatJrmw Fat ab4em N TMfI! tATLI;F-_ AL LOW nWERATI.10 ALARM nOWSTATS: M 't10FEYMHL FA djTArS Na rA791A{CYI - HFLTRIUL Ca mwTOR To PROVIDE Cacw MD sea - WIND TO E9fTMOL AIM P*C - SM MECTRIOAL DMA2. INDOOR'' FAN: CO2 UNIT .CONDENSATE PUMP . 1 caRRHt' MGD FE> OiO'(5-rad). - 1 UrnE GIANT MOG73 vGl LAI f, 4~61"M6F:51TE`_ VNVF #&NTA_ SEN" DEVICES TO U to E9QE]l ALARM- 24M LARM 2OGa7.ct7\t A D.JId.ESP. Wove CTU Coam 175 m ®15 MW STATION OY H.ECTRICAl- Ia TO E3FLTFZAI_ VWS. amapY.AI: Y08j1a0 V. 1 Pit. M:HZ. E LEaReki AW,. W. oam : FAN MOTOR -ASA I,* - RAGA- 45MOTORW1.'CM'MITY TAMC ME0HANI0AL.E0UlFMENT PLAN FLT[R Q) Zi V7 X 1i 9/p OAR. Wr = 10.0"-,. 0 1 2 . -- -- e' 12 ARCHITECTS 1700 HANNER AVE NDRCO. SURE 201 CkJFMM 92860 f FAX (909)7375924 I KCL A F. NM C 27416 . 1.. 1r•A 1 r. CURRENT ISSUE DATE: ! 8-30.00 ' ISSUED FOR: s s C .: MOM COMMUNICATIONS 1 310'COMMERCE DRIVE IRVINE CA 92602 PH (714) 368-3800 (DIRECT LINE) ! FAX (714) 368-3540 (NORTFQ FAX .(714) 368-3542 (SOUTH APPROVALS I APPROM W. •O rKs DATE LEASM - - - RF SITE NUMBER ' CA -6748 SITE ADDRESS 16401'LAKE91iOF DR 1 iJUCE E'(„ SWOM CA SHEET Will - j ME0-L4NICAL FLOOR PLAN, NOTES MID SPECS SHEET NUMBER , 7 OF 11 m A. ALL MPATMt CP05M iWnC IT PLUM, GTG SHALL OE WAwLEMY . ' POG. PONE a< c41NltLT1ON WMATtERPROMM 11 E2. TER RATM ANP HYATN6 COMEL75T10PI MTWUl GY- RATTI6 CF. t40 TIP TYP. 11fPICA 11 MVAC UNIT !% LL COMPLY MfH W"N STATE REOLI1BOWS l n ALL WCMA Z& Pt3N% wr GK4L ce SERWI16Air WACEP PfR LEGAL LEGEND AND SYMBOLS 11 RF1 f9vE3Af5. _ NEW DRYM81 SW K VPAPY E3PCTRICA_ OIARAGTERJSw WRIT EIFLTRICA. DRAWNEs fR10R 1 *WrAllam catDt7d5Er6 LNrTfp ON HOUSE Kt33°N6 AAD OCTAL i SHEET M TO OD 4D MATIRIL PIR6"Al5r_ AWa10R PEit MANPACTIA+ NSTRILrIOtAi ENERGY EFFICIENCY STANDARDS THE INPVATED MAC, SYSTEM AND EQUIMfNT 05 NTEWW. POR PROeC55 omm aLY IRDS) SPADE 15 NOT OY PEOPLE AT MY.T&V (SECTION IOM Q ENVIROMENTAL CONTROL GENERAL SPACE BAVAM~4rA_ CONTROL SEQI•B t L SITE nNFERATIM Ca UM IS TO OC PROVPW DY 0 AR COVITiadf r, WIT NOW WIT" F STA6C cOA WAL TIMAOrrATS FROVIPW DY CGNTRAGTOR SYSTEM ISS TO OPERATE 24 MOWS A DAY, 7 PAYS A W=t. 'N5 DAY'S A Y1JR ANP SHALL MWrAN SPACE 0 70 DFS. T. (4-/- 2 DE54 4. WNTLATIGN FAN Er-I'QUVL OE L3Ht612W EVERY It WAS FORA FLAIL' MINUM DURATION MOR SPACE PLA7GE 'A TI& 9M W: Q'ARA6W MGD ' jW15-&M MoLNTW ON WALL Q ALL' OPERATE FAA AND MOrORI2ID PA&M ' SEE WALN6 6aEi1b1TIC, 91mr M-1. NSrA _ FAY} COL LMr A61AN517 WAL PER M4LPA51L4E 2" NSTRLGTIGN? MD PER PETALS W,VATED' ON DRAWNCIx TRUS MODELPIr CIVDOE Putt TION OFFL_Y RffiIS ER, O Eb' X b' AMD TRUS MGDH_ V &-*Ori FD® fT UCrICW RETIRN eRLJZ . WALL REJTJeMW MW 4D %A5rW LIVES FROM FAN COL O LNir TO COV54SM PER MANWAMR13tS NSTRULTIO a PACKFASBNS"TON 40 SE&M MATMnAL. IE. POWAe(A ARAM r LEES W M -THEY PE WMTEE A ROMA' OR WALL TO RCTAN SaC MM OLffY GXTICN MD UQm UVEA MALL EC SIZLP PER MANEACTUTIRS FWaAeVAT10N5.' Q5 RAM 42VE !SATE DRAIN.TO DRY` W"Aym SHALL OCTYPO 'Ir C wrAL NO PPEb mom RADIO EQIOA7 wr HVAC EQUIPMENT SCHEDULE. — cu OUTDOOR AIR COOLED CONDENSING UNIT " ®,/ FLOOR PLAN r S4W OTU/HR NET TOrA. cO19 M CMAUTY Ur 105 Dia r eM SCALE I/Yj -O' Ma OTO/tR NEr T0rA_ a COA N6 6 WACTTY (Ar 109 WO r A l4 AT) MPARMR 100 ES FLTRYAL 1 2710 V. V Ptt, 00 W- RLA:"289 LIM 1010 C4l0E NSM FAk 14A N MCA s MPS: 00 AhPS OPER Wf. _ 27! LDS. t Aip LiNIR?M!TAL calM NOrrs PROVIDE W/ NDIOGR rW'OHAY RELAY, LOW A\ttW'OPMAnON W - cO+PRussm MAIM-CYA_E rune, RnRAVr LOW PREfURE SWlrat THC SITE HVAC sysmos ALC TO OC MatJrmw Fat ab4em N TMfI! tATLI;F-_ AL LOW nWERATI.10 ALARM nOWSTATS: M 't10FEYMHL FA djTArS Na rA791A{CYI - HFLTRIUL Ca mwTOR To PROVIDE Cacw MD sea - WIND TO E9fTMOL AIM P*C - SM MECTRIOAL DMA2. INDOOR'' FAN: CO2 UNIT .CONDENSATE PUMP . 1 caRRHt' MGD FE> OiO'(5-rad). - 1 UrnE GIANT MOG73 vGl LAI f, 4~61"M6F:51TE`_ VNVF #&NTA_ SEN" DEVICES TO U to E9QE]l ALARM- 24M LARM 2OGa7.ct7\t A D.JId.ESP. Wove CTU Coam 175 m ®15 MW STATION OY H.ECTRICAl- Ia TO E3FLTFZAI_ VWS. amapY.AI: Y08j1a0 V. 1 Pit. M:HZ. E LEaReki AW,. W. oam : FAN MOTOR -ASA I,* - RAGA- 45MOTORW1.'CM'MITY TAMC ME0HANI0AL.E0UlFMENT PLAN FLT[R Q) Zi V7 X 1i 9/p OAR. Wr = 10.0"-,. 0 1 2 . -- -- e' 12 ARCHITECTS 1700 HANNER AVE NDRCO. SURE 201 CkJFMM 92860 f FAX (909)7375924 I KCL A F. NM C 27416 . 1.. 1r•A 1 r. CURRENT ISSUE DATE: ! 8-30.00 ' ISSUED FOR: s s C .: MOM COMMUNICATIONS 1 310'COMMERCE DRIVE IRVINE CA 92602 PH (714) 368-3800 (DIRECT LINE) ! FAX (714) 368-3540 (NORTFQ FAX .(714) 368-3542 (SOUTH APPROVALS I APPROM W. •O rKs DATE LEASM - - - RF SITE NUMBER ' CA -6748 SITE ADDRESS 16401'LAKE91iOF DR 1 iJUCE E'(„ SWOM CA SHEET Will - j ME0-L4NICAL FLOOR PLAN, NOTES MID SPECS SHEET NUMBER , 7 OF 11 m LEGEND: Ttt%49srAr IN: rM LW WLrAI5 LW V4LTAee.WTM n 91 Ir x I y AF 1; 31 AC& eO"ACMM30MJ*WM *4P WrALILEP W rV.1 MWVt Mq4onj;.HSW"&WIFIEPPY r P16.611APOE AIR PADRICATI! L r TO cmrRailst mm 16 egoL st mr P" Mffr-To ARCHITECTSWxLLWVaTAW L 74 MwArcaAl ?to= cotrzTm wpia *V w r ApV Tm mNaW M.XR M'AT THE G#& Tm"WWATS *KL LMATW o, 1PJLbTA" 1700 KOMER AVE_ SUITE #201 te*ff a- *N AP44aW Mr1OWYJL Wra"S In" Fmw Rm" To i WRCO. CROORNA .92860 371-2057 MUZ rg M*4FA01UF0Z9 M*IU& r1OR WXMeM MXE AW WfM SIZE A/C UW ALARM CONMOL FtqEE ON r"f, TW. a n_ArX5) is 909) - fAX (909) 371-5924 AL affalEs. mzcrwA- Sr*wTV1t5 AV C4Wr1V1rAtS Nor *( tgM& PART 4F Pm. I AO' Itz. do "I- RMVXtPMr Fc Joe W -"WbAFr_ To W_ Fif"a ' 1EP AW WALEP DY REMZf=x"w7wr AS NOnP TV THEZ40WRW PFIEWM @ TW) SAGLfesTOCLHfe i — 1. ") TM COM 15714'MNKe e4bte,01" To MWW rM TM &TOWIC, C4OIf?ZL AM A.f1ARr 6r Lm va_rme MRNO r n -Ar MP (2) IX X Ir LA& 00= Hr, srtc roc 6r Re H06-MIDW Alra4M VALVES AM CzWaeNM V*01 mrs CA -6748 WE A16 FFW SYMNIS WAL The Feno4 Ant nimm IC'X IC FZTtW Aft CHIOCKIM iPY-. DH DAM' 8-30-00 L rroL eamn" To Tm ca*mw Am To te or MMUZ WFArrOkIRAT TO SEE Aarr ALROM ID eA 15RILLEPEIIAL. Ca To M!LT UVaw Ktpm e4pu5hem C*MWTOR MUSM P t*7,AJ_ LOW VOLTAEC WW10 WZ"ANrA_ caam (rw) 4 05 m T4, wAre" M) No WAS Py Tm M.WToL AND WrAlm. QAWZ PeTrcr4R *VLL Pe APR" WASw M-4 rPANA Dy Tme wzMWA- COOPU16TOR . WrOR moroplZrP PAMITR r-14FFNommfyd& Fm ALL IN MWP_4P AR PZT 4_ #A VOW PND40M y eMpZL pVepjM AM eaj!tmTr, *V AMM WPM 4F AU_ Ei?JPMNr *W -L PC PAePIW TO MATOI FM CIOL FaVIORMISP WA9 ON ERMt WARPA611MS FMC&A0VW 0Hnta- OR WtWM C4Nn;WL 014rP6110PS AWOVEP OW PRAWHM %FJrTEN VENTILATION FAN WIRING W. C 2741, fg. AFFIRM&S ON Al EqVM!pW AND ezNn?zL wvM PV6,17AW ARE FMgM;MP-NO HO, SCAM 6CAZ WIRING NOTES RING SCHEMA . TIC DIAGRAMS 1WIRING FAN COIL UNIT INSTALLATION DETAIL 2 GENERAL CURRENT ISSUE DATE. 245A V. I ft 60 tm DWT MMM T-4,TAT IPAY11014 0 MW • CONrIZZLLEP PY'ASJUSTMILE TIME MAY RELAY MOUNTEP IN rm ca - cAmiT v -,T To mwe AT "& mums. PHAY FmAy. avLL sew NMI_ P*m r SIC TmfmATm IN rm mL, sr*vL To sm Amm c commRiD LN117 UC- CFCW OPEAKEFt. Typ) awric" 1 0 0- A - wom tw emm" P -31 8_30-00 ISSUED FOR: mumm PEwr pKavme mmm PMS Nor r&L =,m " RT2 r ffut mmrm AMR arpow Uw - TM PZW TTfF&4OSrAr CAI -4 MR CZaJe. VVM 14 Ok ATTAafAW CLF 4" LEVM COW-REIZ. ca4rpa-s rm c4L ulu FRPVM A eAv",LATION NOWRLY aPSW HOW4LY OPEN -6"ACr RLAY PAD py or, C PGR- FM COL UW AV NTEmxm wl SMOKE PEIMrOR WrAIM N RA PLIHM MPPY VaXA6a SMOKE WWT4R IS- TO SIV MM FM CA- Wr U" PWYCnON 6r SMOKE /#P S&P ALARM SOW TO SITE, ALARM C4tfff?ZL fl*43-% x r x r RuomR C4W FAP UVM ORAM wr amoRrs JrA1 LOW VaXME 6014M WR&Ne& SMOKE VoUrY Na a` W/ M*WACTUMZ OETFLTOR i Nom COMMUNICATIONS 310 COMMERCE DRIVE WA -L MOUNTEP r--SrAr IRVINE. CA 92602 1- PH 71 36 3 I) Rf E) 00 ( tweyfaL Na SEr + pm, FA 114 36 -3 40FAX ) a 8_ 5 274) 368-3542fAX65 APPROVALS APPROM M' OffrMILS VAX L SMOKE PETECT14OR IS TO' SlIff PMM Ala EN ffM.4 MNLY. t WE 0NPIf~ LINIr INW44W*45t W/ MRIURA611URMS HSTRU51TW1,10 ELECTRICAL PPAWWS FOR LXAnON T AmAw vaw vurwim IN ` 7 LANDUM NO SO,"' NNO. ZONM QPAL ALARM SYSTEM NOTES CONDENSER MOUNTING DETAIL A/C T CONTROLS ,46 Iry c4m iw_r IN AIL 46) n4w spim SITE NUMBER CA --6748A VAN C -m L"r \:u Ir Lao X or OR SITE ADDRESS Ary' arrept C421r. FTE 01AN 7M FMZ %0 WrN Q_ftq 104M LAKEDF":E DR r x r x r faMM164M i?AP RM1W AP FLetu fW. 4) ism Perm- ZIA- LANE ELSWOFF_ CA SHEET TITLE Ff26HW MSM L -CHANCAL MTM -8- PA *Vw MTS SHEET toumsmToo 0. F 11 LM: 2 SGAIE No 664" SECTION. A -A DRYWEL DETAIL r aweaau4 gem NNW wc". ccm anus MONOPLOE GROUND NO SCALE ANTENNA GROUND BUS DETAIL U S. ON EXTERIOR OF BLDG . GROUNDING NOTES EXTERIOR GND BUS (ECB/1) Jj 9 6 7 t 2 GREEN INSULATED STRANDED COPPER LL' MASTER GNO BUS 2. ALL'FIELD-SIZE LUGS SHALL .CONFORM MG8) Ow 1 TO GND RODS (MIN. SIZE SHALL BE /2) POLYPHASER GND BUS POLYPHASER GND BUS SUPPORTS FOR GROUND RING SHALL PER aweaau4 gem NNW wc". ccm anus MONOPLOE GROUND NO SCALE ON INTERIOR OF POLE EXTERNAL GND BUS EG612) @0 r, 5/d X W calpm OR 3 3 TO BLDG. = TO ECB /2 STEEL ON ROOF (TYP 1) ( TYP 3) INS ANTENNA GROUND BUS DETAIL U S. ON EXTERIOR OF BLDG . GROUNDING NOTES EXTERIOR GND BUS (ECB/1) Jj 9 6 7 e 2 GREEN INSULATED STRANDED COPPER l° MASTER GNO BUS 2. ALL'FIELD-SIZE LUGS SHALL .CONFORM MG8) Ow g TO GND RODS (MIN. SIZE SHALL BE /2) POLYPHASER GND BUS POLYPHASER GND BUS SUPPORTS FOR GROUND RING SHALL PER POLYPHASER GND BUS NEXTELS ENGINEERING STANDARDS. PAGE 44. INTERNAL GROUND CABLE TRAY (4 LOCATIONS) RING (IRG) O VENT LOUVERS & DUCTS (i LOC.) D PROVIDE j6 AWG SOLID BARE TINNED DOOR & FRAME GND (1 LOC.) COPPER CONDUCTOR. TRANSFER SWITCH ALL CONNECTORS SHALL BE THREE -CRIMP BATTERY RACK & FRAME C TAP COMPRESSION. T&B / 54740, ORANGE. SURGE SUPPRESSOR z ON INTERIOR OF POLE EXTERNAL GND BUS EG612) @0 r, 5/d X W calpm OR 3 3 TO BLDG. = TO ECB /2 STEEL ON ROOF (TYP 1) ( TYP 3) INS ANTENNA GROUND BUS DETAIL U S. NO SCALE GROUNDING NOTES CABLE ENTRY PORT 1O 9 NOTES: t ALL CABLE TRAY SECTIONS SHALL BE CONNECTED TO EACH OTHER W/ /6 AWG 1. ALL /2 AWG CONDUCTORS SHALL USE ' GREEN INSULATED STRANDED COPPER TWO -;HOLE LUGS.T&B 54207. WIRE AND (2) HOLE T&B LUGS r/ STAR WASHER & NO -OX GREASE. 2. ALL'FIELD-SIZE LUGS SHALL .CONFORM Q2 FIELD SIZE MGB GROUNDING CONDUCTOR TO. NEMA STANDARDS. TO GND RODS (MIN. SIZE SHALL BE /2) 2. THIS DETAIL IS DIAGRAMATICAL, ALL RES4ST% SHALT. BE $'OHMS OR LESS. SOLID TINNED COPPER) ACTUAL CONDUCTOR ANS SIZES SHALL SUPPORTS FOR GROUND RING SHALL PER BE PER NEXTELS STANDARDS AND SPECS. NEXTELS ENGINEERING STANDARDS. PAGE 44. Q4 MASTER GROUND BUS SHALL BE 1/4'X24'%4' WITH APPROVED ISOLATORS PER DETAIL D PROVIDE j6 AWG SOLID BARE TINNED PROVIDE 102 BARE SOLID TINNED COPPER COPPER CONDUCTOR. j ALL CONNECTORS SHALL BE THREE -CRIMP IRG C TAP COMPRESSION. T&B / 54740, ORANGE. ABBREVIATIONS F.S. FIELD SIZEDALLCONNECTORSSHALLHAVE (2) HOLE. LONG BARREL TYPE COMPRESSION LUGS, T&B OR ERG EXTERNAL GROUND RING EQUAL. ALL LUGS SHALL 'BE ATTACHED TO INTERNAL GROUND RING ' BUSSING USING BOLTS. NUTS AND STAR NO LOCK MGN MULTI -GROUNDED NEUTRAL WASHERS. NO WASHERS ARE ALLOWED BETWEENTHE ITEMS BEING GROUNDED. M) QS PROVIDE +6 AWG,STRANDED COPPER GREEN- NO INSULATED CONDUCTOR. Q9 PROVIDE /2. SOLID BARE TINNED COPPER CONDUCTOR. PROVIDE /2 AWG STRANDED COPPER GREEN - INSULATED CONDUCTOR. PROVIDE /6 AWG SOLID COPPER GREEN - INSULATED CONDUCTOR. 1® NOT USED. t© CONTRACTOR SHALL TEST GROUND RESISTANCE TO RE 5 OHM SCHEMATIC GROUNDING PLAN NO SCALE COPPER BUSS 1/4"X24"X4'W FF3/4" 1 1/2"- 1 3/4' 1/2" DIA zo v 9 fill N .......... 1. 4 Y I 1111 1 1 1 1 3vll . Alm CURRENT ISSUE DATE: U S. COPPER BUSS 1/4"X24"X4"W mm CABLE ENTRY PORT 1O 9 SEE SINGLE UNE DIAGRAM ON'E--1 FOR SIZE PERNI OR. TO UNDERSIDE. OF CABLE ENTRANCE. OF GROUNDING CONDUCTOR AND CONDUIT. WALL MOUNTING ale.Im 11.r WAVE GUIDE PORTsut® PROVIDE 1 j6 1'C AWG STRANDED. COPPER GREEN NEXTEL COMMUNICATIONS Ir 4wa m uc rr m m .m. BRIDGE IRVINE, CA 92602 INSULATED CONCDCTOR. PH 1714 368-3800 am. la as t FAX 714 368-3540 0 PROVIDE 102 BARE SOLID TINNED COPPER APPROVALS CONDUCTOR TO ANTENNA GROUND, SEE ANTENNA ANTENNA GROUND BUSSES GROUND WIRING DIAGRAM NO SCALE IaallXl i I I MMNMI I IpIF,.^)MII MMINNNM(II ANTENNA GROUND ON THIS DRAWING. Q LIGHTNING GROUND CONDUCTOR 2 AWG IN 1' PVC FROM PARAPET TO GROUND LEVEL. SEE DETAIL THIS DRAWING SOLID TINNED COPPER). PROVIDE 1/2 BARE SOLID TINNED COPPER CONDUCTOR TO GROUND ROD SEE DETAIL THIS SHT. DOOR GROUNDING DETAIL NO SCALE . ENG/NC&,W G , RESOURCES ELECIRM • MEOUNM EPJGOQ PS . 27 4NMC•MY 57.47[ 209• oMv& CA 9261e . 949) 450-0431 (949) 450-04J2 FAX JOB NUMBUt ORA" ar. 00052 PR SIE NUYBER CA -6748 olEcl¢o !M:18-30-00KM8-30•-00 4 C/11/m 4yl a FALL INSULATOR NEWTON' 3061-4 CURRENT ISSUE DATE: 8-30-00COPPERBUSS 1/4"X24"X4"W ISSUED FOR: L MOUNT .AT 6'-0' AFF.; PERNI OR. TO UNDERSIDE. OF CABLE ENTRANCE. WALL MOUNTING BRACKET, NEWTON A-6065 NEXT I NEXTEL COMMUNICATIONS 310 COMMERCE IRVINE, CA 92602 PH 1714 368-3800 FAX 714 368-3540 FAX 714 368-3542 APPROVALS SCE ONLY °I : aarws aA RF E1 CTCA.Y. SITE NUMBER 1 CA -6748 j SITE ADDRESS 164M LAKES HORE DR LAKE ELMORE, CA SHEET TITLE' - ELECTRICAL DETAILS SHEET NUMBER v OF n .G-3 S N Nva+ ..' ELECTRICAL :SYMBOLS LIST (saE Nm us m REFERENCE NOTE NNrt eNta.V W2 AN* CU' NWm+u'-TE-s 13ENO.c.- MO,a ax s„ ceu.w. Preovfce x,,,ocr„ oN W cetrev%4'. !•,rOOZ : sw oEn mpwcs Mair fr,. oa o f> r uart . AND SUPPR !WON f.DoeF Taa • 7GDl,O~ N t Tu^A per. - p Rfp fEfiWE -SEE FCIAME SCHEDULE N 6 EGTRLGAL PANEL 'A'. PANEL,6OARD /SARae200 A 51N6LE FbHA5E MNN aN E o FOR µ' POO LOW. kl<tt ENGINEERING AMP BUS, u • :: OGr sWtai - Na•vatsN tNm w/ •D Nm, MTIFIrr B. CKNV 200 / to O Ip}}gT{ SHALL HAVE A T}IR WIRE. 40GIFiGU1T5, \ EGA ASE. pp 9RNQE FOIEEAYI- NIGLE PH 1n ' Js .. RATED AT 240 . .:. _ _ . ,,,, . _ .'°•(b . t Ela, , • ESOURCES: - BR1 R T,t K 51m 40V 2 _ , CC I DISTRIBUTION AND el Ox. - _ aIfET GGNIRDIIU o) e. S3 _ Tjq •IT P S - paOT ueNrpygE.j PER EAUIPIGtENT M d ouPlcNElldfxEPt+at,mx • *t fox (120v -2a - 3w) 17 y Q gpA-]!a PV_ DISGT 9idTG} YtlIH I T I 11 _ oouela a lFx r,o. e..Ivox (,mv-xa-su) (s+sJ +so-asr fsss) to-a> z REGOMh AnN7N5. 1 i i ! ` a- svEGNA USE REMPTAGM (AS NDTED ON T SWITGiN WIT}1 PIjSE TER I :' ` ;: •• aO purq rlo a .Is0.ox Ka Wn, W Os 60A -2P NEMA -SR' FUSED iDISSCJONNEC . - :. t _' ,1 EWEn+G_NE ONIIE? WEt0. +Is• u. ox MIPMENT I = ) ;GTma CAME awr ' ' f./ sm TIGHT caoac,aw -Irl Rr°I o94l FOR CONTROL WIRING. FR[JM T -$TAT .. r•. . i1 ep , dmd no_ 41& ®t .nMC1,ON BOy PROVIDE 1/2'G.O. W PULL CORD 1 . to nliRMocra GILC,UIT TO HVAC UNIT.C40M GRILL- '• ; A 1 D_+• s.' . sr'•tix ii • a Nfilvr DNUIr DNSCOWNEa s+wrcasta v.o.ra G3 . 9FUTD0 al -nUmoANDHVACiorWe1•U. N4erON - IfRNIIN n _ far iNaAIITBMNN! 1°ePIETRA .. :I .. iN1 WALL A9 RFAU M * SEALER ALL EX78¢NAL GG)NDUIT sFNAIl I frrP) 4 Nee oerAu oN •Na?r M "• O Oo,IU13T 3oe NUWNaER EIS , { _ r4.. rEU3+NONE eaaceoWwo +»fa/.- virwDOD 0 PF 1 , O Zi'' E BMNQI C -a PANcamm SITE MlI6Efk , Os 9/4-C-2-4. M wau OR axwcs ( 'g%48 COIOW WN OONCFwmRE21S/+2-3/+taEacEoEc- P 4MFe caro. KJL 8 30- 00 RECA37 12 Ot PROVIDEWPLL°XTAuP 20A-125V4W- APF. FEJBBELL W. 5962 -20A -125V. ! iil pe'"•.a+ -- caclm mm Book cow AT l' LO OOWOUIT NoWE” TO' PAN & NO SREWERS MOICATED Q PRIDE DpSLE DUPLEX SAME A5 N07E ?J- MOUNT : + o e % IxfNDNsr s,us our A.F. F.. . -' .... , \ e ' '..; '• + .r r...w.... C s— CONDUIT }USER UP BACKBOARD TYPE G-D.l!¢7?. { . i @ 10" oprN A 4'X4'%.5/4' PLYWO?D T 1--'--:-"_.'w• ,. - .......•. ... cam r. CorOlm C;NAL1-S. ..c" Ca.. 1XMCJEIDUT ' O RETARANT TREATED. 5KfSrGOAT AND PAINT TO FIA GH;. tI. }, ^-_ ;,:-, _ ...•. I ,.,...,...r.. [a+aNA OFFD PROVIDE 1+,6'I/2'c TO. w+lN 6RROUND P t' °' - :-.....•`...,. r. Y GO ++NYLON PULLGORv To EXISTmG TELE1?PIONE !!i _ fi• ::L ••-•- p P" 1+fRRISW, MsrNi aro caN_ ccT O BARD. Rum GROUND 4•a a._ _ UG f•Er, cNmulc n PROJIDE+ps22-1 1/2-C, FROM ALARM PANEL GC TO GABLE LADDER i'1 f : GO co am, T TO 45 .SOX, SECURE •!'BOX TO GABLE tAlVM PROVIDE N -` I f +.a' fNF)alr: TO GOI,F%ea OF DE2NCE NWBO'/E K00R CURRENT ISSUE DATE: p•22•W-112'G FROM J•BOX TO EACH ALARM DEVICE L(SSED 9Et.0}i. - '\ .... i U.o.N. uNlfss o,NERfKs[: NO7E0 L ARRESTORONTACTALARM C WfD YOUNIEA S 30- 00FOR11q,yNeTIG DOOR ALARM _._.. _..-- i— TSL'.___--__ IYPNOaW ISSUED t Ti1RE THERMOSTAT> . .. aW GROUND fMAT WmfRtoim c DooR ALARM. SowTRpL;aA RUIN t-'p RT1AL (GHTING PLAN ?- e_ c,1ai I 1 rINP''f)IAGRAM NOTES a a. PEFf& r . O PROVIDE TWO PIECEMA6PETI .. _ ..•.:... .. . TORS AND CONDUIT PER NOTE II AND LEAVE,ENGSI6H. 5L/ICIC •.:y . 1 /4 1'-0 ;. a0. THAT READS •'THERE. ARETNS_ 1 PRO!/Il7E PLAGUE' 'k" . CO4xJC FLOOR IREOM GABLE RAGIC +EE DETAIL : E-9- - - : _{}I , GE5 AT THIS 51TE' (PROVIDE OPS AT EACHIi:•' WLR£ TO REAG_} `{ .' :'' - 1.: _.., _ 's'_ .5B¢VI ALONO WITH DIABRIJ-5 9FICWN9- ! E-9 MAS. tNND .. SMIACEJ PER peT1IL ON AnOPlS- f BI1S GE LOG b pEPER .. . PROM ' 70R5. INSULA , TIG' OLA5 6F7LCh56GURe . 4'X4' .. V4•X2TORN • 1 BUS. AREGONDIIG • .., . T N12.B Tor ! G ALD -MSD BUS •:A . F •_ _ N. FROMr .. I 2tA6RAMONEE' RING Dt LECT T - - E 3 s~ AI.L BE; iANAIL ,1•. .. p ' PER ver - D BUS16ROIn+o U 0. i DE lliLMUNICAiieRrxllyL `eo PROM -'ELµ •NEMO T t V O -. - A '9R FiRODNO •} EXTERNAL A ]n12 ^ i . FOR 1l3 pROVtDL';1.3:FROM f` .. '3LO.CWIUERC£ t • IP eD TIG' IPSW-ATOR9. `.1Ns O - IAL 4•X24'-4-. SECURE :{ A, IRVINE. CA. 82602`•: C, OtlDUGTOR ., r2i AIN E.'`. ALDRS!!L'p'TO • 2 2 jfJ iMETeR/i'+ TO :i.( 714368-3860 SEE BRpUiD`1NfWIN9 VIA6RAP+ ON E- 9. =_..-x - _ - _ 1r ! . 12 -Im-'} A!G 4 - PH TO BLDG- STM M pEGN /Et EG. ROOM ON ROOF. A1. X II I "<: } FOR 42000 FAX (71 ) 368 3540 FAX 714 368-3542 ALD --93.0 Nit 6ROUND COPIflUGTOR. .::" - W .. _ r • 1 ` .. ta.>axee.' .X4:, 1•' MAPPROVALStWALLMOUNTED (Hs• 62•, .- '' 4 _ O PROVIDE Pa6H/ L ol+ TEMPERATURE ALARMS . PER. I i W , L:+54 -J FROM F 4GH DeVIGE ROI)TE GONDII' TORS. N - ! 1 f N ' Y ,t t•Lt)5H IN GRADE AppRovw or MfiNNs r- C "1 1200/2 •:: • :` .PULL BOX 24'fc14: II ABOVE- MANUFACTURED BY DAYTON NO.206tl?,PST.. I r• , 1 ldl •..i: rN - (EYP. 2) WITHNOTE - . LQOJORO MOUNT ON m e OF TELCO BOARD' { ' i 19. 2 ry - j. .:.':.• \ EJRD . TRAFFIC LID i W o On PROVIDE SMOKE DETECTOR MAPt1FAGTiJRF9 B•( pYTRipPUCa'NO: DU -9 - ' W .: '. ri.. +' -. Wo _UTALNO W DRY GONTA,,T5 FOR AC 5}VTDOMN. MATCH VOLTA6_ E A ' .R •„N, 7 • . ,( - j , . AMPERAGE OF C'ONT' ROL SYSTEM. ; • N II F - — O o = W '4(tpGD - 1' 3R' 2WaNO ZREGEPT°+GLEAAPPLEYON DE 4.8-2•tOFsND-I 1/4'0 FROM RECTIFIER TO J0?I ' ' •' ;'' •.'•.. ' - 1 ' _ f >- AJA 20034-20? S'FOR . • - O .PROVIDE 4.0-2•IOBPm FROM J -BOX TO PN- A ! } rr ...' wb 3'C 3*S/O''4 1.2'6 y b 1GY 60 iATOR y " "' r•: < N 1 r V v VERIFY EXACTLOCATIONICONDUCTORSSHALLBE150LATEDANDTNINATEATPLY. 6ND- c:. f;..:: 7 . :I: •. i I. N+NP TO EXIST. UTILITY POLE L ( WITH OYNNER PRIOR To BID CF. fW. I HVAC 5HVT pOWI.GIRGUIT. ',O/bJo111+i • Z C - V13tlhr 'UTH :•ESA . •. '^ ' >t CJ • 6RD 12 C 18 4A). r a EMpm 4.22-1/2'G TO AIC, NUT FOR CONTROLS, .: O cWAls , I 2 1/2'G- 1• gf TO INSTALLATION- , i 1 MANUFACTURE PRIOR noN. _ , ._,_ . :' i1• _ - . 200A -2P MANUAL' SITE NUMBER I; u LJ' ! {! tl TRANSFERSWITcA (r' O 9L4'G- Z•12 CONWT POR CONTROLS SEE 5teMT E-2_ : : -•Y% 2.-'J In3,0 C t CA -6748 1 '1 _ t _ • 4.182 CU. GRD. 3/4'G -2r4 _ W`LIWi/ SITE ADDRESS 01 I' ;.: ;/ ( I t ' Ii ' _ _ _ _ _ _ _ , ., ^. IIT'../, I..NI I\/ IR. OR LAKE ELBINOM CA.' ARRESTOR SHEET TITLE f LIGHT. FIXTURE SCHEDULE{ I Wi VOL DESCRIPTION UANUFACTURER {; ( N 1 9B3 KVA ELECTRICAL FLOOR PIANS DE51 LAMPS - A FLUORESCENT 120 1'x4' SURFACE MOUNTED CM'O141A E - L _ _ PANEL SCHEDULE E 62 LU RESCEN FLUORESCENT. 2LB-232-120=G _ —J=ai' --== ='- AG DATA SYSTO ING: . CW_RS S11R6E BION / LOAD CENTER . .F LAEMOP" D g INCANDESC 120 EXIT SIGN W/ GREEN LETTERSLrtNOtNIA $ aC;ALF SHEET NUMBER tl 40 W/ FIXTURE AND (90 MIN WBAiTeMRY KUPeX H sses_W_t C-t20 c+ 5 iY4t t/' F TRICA . PLJ\N o„pT,Af GING F LINE DIAGRAM r LAMPS. 1St NORTH NO SCALE I or-_ C' Nc 4 FI FT'TRIGAL GERM -NOTES welatw. a ero MrnrJ1TEs eDNmAeroR a aoa ANr of ML .roe OWiIRHCiON K FOR 11E/i1 T10N5. COWRKL i TMM RAN! ARE ElApGW1w ONLY AND NOT TD St"I . 3M04MMP ADOMA RUCIgN AND AS MOGYO1IAM010S. s OD671/6E RDDuwm 4. ALL WiFRP'ES AND EOUPMEW SHALL eE NEM a A= PEiEL:T M SAMCYNRKR SAND 4 mIAwENr. iMiEPPLS s,aul NE LISTED AND AFI IDYTD Tn' p q 1AeDaamrt AND = ELM THE asPET.TIDN veEl fTFmaim IQ SUCH APPROWI. WNEDMa SWLL 1[A MDN soNi.m c allrosac,wK ,swi eE w+A A ACOOR H APIYU'A8E STMONmS 1SO BlLL1ED a ANa y SSSS = LMU eE SWAM MOUNTED UNLESS 0. ovstAlEAcoinrX WM COOFSN MRN ALL 7. EIECtAlOiL OOImUCroN SINLL to ALL NDCE34IRY ELETIpC& pEIOSR AMD PAY ALL PWIARFD IEEE. 6 COMPUTE JOe OVAL Be OIYEIAML® rw A PCa00 OF NO [ZSS Tom ONE TEM AFTE11 THE OOL W JOe 1TOrIC[ T' OelE1I. ANY MOWC WTCbI OR DOUBHEIR /O1PO ro tE FAULTI DURpO OMT PE1a0O SHALL DE OORRECIED AT OMC4 UPON M(RILEIINRU1CaximAlTHECWCNCSOFTHEU.ECTNdi OONRNCIOR 0. ALL COY W ONLY (CA-) SHALL K aSTALLM 1111711 I m 'CORM 10, PROVIDE TIE ooNN MI1N ORE SET or COIPLEIE fEDOWCN. 7a g= MMOS AT 11E OOWLERON OF TIE JOS. SNOrJHO ACIIML COMKEnO.A/q CRCIRIS. RIIIHISI 10 MORAIO OAYS OF PMEE.T It. ALL 000RgEi OPpAiION WNLW.S. aTKOO=' SHOPETC. SITYLL tE TWS6D OYER ro Illi PROJECT MANMIER AT JOe ti00 MDN COMMON w 1 ALL CONNLTOt1S SIYLL t STMfAED COPPED 1NM. TAW/Mft 14. Atl gRGit eNFAID3EL EASES MID EtEC1RICAl LOUIPIIDJT =MILI11LVEANEITERUPIaGRATE,1: NOT IE$I TWM RE HMIOMIY SHORT A1IW OF 10.oDOroALC WY eE SU&IECIED 70 AM A IS. RE E)fIRE UtCTRCAI E6EM=ATE]M SIMLL R GROU" D AS RLYJuw[D er All APPUCAAE CODES. 10. PAMK pDURINGoOU Ei TMEEC' IRICRefOH EYMAG® 17. VWMM . iT< Ftp EON ooND1A RIMS. vIPEx ETC. R SHNWIFZMMW me Tmuvm YUST SE VEPPIED ST APPROPIOAIf 1ELY[nem ANDOUmMp1fwN -RAY. OR OTHER oE`AOLS TEAT CAN AOGYRATEIr U)<ATE THE Rt7/IORGHO FM ,ENOONB. f0. PENETRATDNS a LRE PATER MALLS SHALL SE FOE SLOPPED a AWORDNICL MIN App{,K/BLE UN'AL TEMpDHG CODER. CES SUA. LISTED WTEiML4 THE CASE OF 7ELIPORARY SERVICES SHALL ONE PND By RE [EDCIIevl CONIRALTOR. 30. COIIINACroR L OOORSHALDDA7E MON 1rtSJTY OO1RA10FS FON LEHIPORARY SEMtO ' L ALSO PAY FOR TEMPORARY SEOhCM 21. MMWMg1 I11 NOON-CU1m Y%1QOK3TAEm 22 WON uPON OOMRFRON a •oP1C L'ONDUB COMIMU" AMD gpNf CRGAT AS ME31 AS GROtR ' TEST FOR APPRWM. SHUJL yµAOER RE EMSUOMMED ID THE PROJECT 23 ONFROM WORK .OKKN A CO PIEIEiND l cDNUIIaN. 24. OONIRR S Rrs M/D COHaTRUCP TO I/ IMJIY OOIBW/S5 EtIG111EE1mH0 PlNl4 AMD SPECFIC/T1011SDFONLY. CAaEi. AA3901fES. 23, SHALL XMM AM INSTALL ALL CONOW. PULL COM CONCRETE p1f/SEYDIT OF1NOILTSNO gFDURED). 1PANSFORYFR PAD. RAWSEIB. POU . N A N SCOP[ QF ROMP FEES AND 26. DONT NN5 6 MLY E AT NO OfRA OUPCE TO >C T' 27. REFER TO ARQELEMORAL ROIaTFa CELING FOR EWLT FDOURE 1DCATANL 2L CORIRALTOR SHALL K RISPO16OX EOR aRLiFPDID FROMM rim OF TRIMS FOR ALL &I PDOURCB ro in THE TMC. Zs. / EL IOfIURE4 SNNL BE PADYIO[D COIPLLTE NON LAPPS yAp/ ALTURED OY O.E.. MYAMM OR AMPE 94 B 1COOL SPECPEDO7HERMISEfUIORESCENTIMAPSSHALL8£ 0001 ,AOIE 30. ALL MnLL rt NPJ. CHJL - LTJ_ CERIUTEO LUSS P• YAUAL ro uNLYvsAL iNFACY-SAVER• sul SaaEs aF aurtEsr SOUND Mw AV 1A`I TEMPERA 11N1/SM FOR OUTDOOR OF 31. IPROIMETO ME. sHouLD ANY a6CftEP/NLY OCCUR SECMAD 250 a< THE NLC. SHALL EIO., ANO ,IOOPtutae6 sLNi ISE ,ADE TO col lr MRN SUCH SECTroII 32 smac ILOIDRDOUB,EPROVM NT PHENQC xMIF1AAT6 NOTE: THE CONTRACTOR SHALLOP ROVIDE AN ITEMpZED CERTIFICATION TO THE CNSTRUCTION MANAGER THAT ALL EQUIPMENT AND RELATED HARDWARE, SPECIFIED TO BE ACTPURCHASED ANO INSTALLED OBY FF THECOWNEXiELNOTICETOPROCEERE D WITHIN 24 HRS W LAKE_ SHORE_DRIVE I 23 4 F -, OST UTILITY POLEF 1 I Ex ods oeE ' PROVIDE N®N j I i MRxeCIO I i I 11 1 I i L I W W r N W I Sig U I I I I I BROADWAY STREET _ I II 1 ELECTRICAL SITE PLAN aD SCAL.6 1's 60' NORTH RE NCE ONLY. leo.- zQ SNC L1ATI:S j y MXM 200A M -1A -W E4 n1 NIUEI O MV TCH ASTIN9 STINO SLVWACV- K. E TO Q3 ( U Ts' CA. %WoW6ROUND Pei SCE CO. W-GlIn 1 P VOI TS. POWER COMPANY: COwANY SL. EDISON A C TY', STATE, ZIP PHONE "" Mr. (log)92D-023T COPRACT, LM MONT6oteg ' ENGINEERING RESOURCES EEcr7mcv. Z( 94 -04J 194J0.04J? fAJI JOB IORroETC DRAW W. 00052 PF. CHEMED Of". ONE, KJSL O. M [- NAE DP. IfAU4T CURRENTISSUEDATE: NJ-" ISSUED FOR: AS- WLT I I NES, NEXTEL COMMUNICATIONS 310 COMMERCE IRVINE. CA 92602 PH ( 714 368-3800 FAX ( 714 368-3540 FAX (( 714 368-3542 APPROVALS i pMtLALS DATE } t tRIF CA- 6748 I I —! I SHEET TITLE rLEcTMAL WE PLAN ENERAL. NOTES SHEET NUMBER 9 OF r E-1 7 . . T-- 7 T_ , 23 I i 1 1 I I I I LOCATION FOR 4 YREA sw sw. E•2 I I 1 3 2 1 Ill! i W I I BROADWAY STREET _ I II 1 ELECTRICAL SITE PLAN aD SCAL.6 1's 60' NORTH RE NCE ONLY. leo.- zQ SNC L1ATI:S j y MXM 200A M -1A -W E4 n1 NIUEI O MV TCH ASTIN9 STINO SLVWACV- K. E TO Q3 ( U Ts' CA. %WoW6ROUND Pei SCE CO. W-GlIn 1 P VOI TS. POWER COMPANY: COwANY SL. EDISON A C TY', STATE, ZIP PHONE "" Mr. (log)92D-023T COPRACT, LM MONT6oteg ' ENGINEERING RESOURCES EEcr7mcv. Z( 94 -04J 194J0.04J? fAJI JOB IORroETC DRAW W. 00052 PF. CHEMED Of". ONE, KJSL O. M [- NAE DP. IfAU4T CURRENTISSUEDATE: NJ-" ISSUED FOR: AS- WLT I I NES, NEXTEL COMMUNICATIONS 310 COMMERCE IRVINE. CA 92602 PH ( 714 368-3800 FAX ( 714 368-3540 FAX (( 714 368-3542 APPROVALS i pMtLALS DATE } t tRIF CA- 6748 I I —! I SHEET TITLE rLEcTMAL WE PLAN ENERAL. NOTES SHEET NUMBER 9 OF r E-1 7 . . T-- 7 T_ , 41! 8 i4 III 7M3Z3CZTM= T7 11 REFE2ENGE NOTES Qi ELECTRICAL PANEL -A•. PANEL80ARD / SUREE AND 90PRE551ONrMIpEWSHALLHAVEA200AMPEUS, 200 ANF' SINSLE PHASE MAIN NWZAKER EMA I GONA TION. AT SPEYTX 2G0 AMP, 1=1240V-2FOLE TSM NRF_ 40 GIRWITS, MOTH 4o GIRCuIT DISTRIBUTtoN AND SURGE ")L Qi 50il-2P I'U5m 013G01,1NEGT sMdTGN MTH MJ9 5 FM EWRAWT REGOM4-@IDATIONS. Qs 60A -2P M344 '31t• FlJ51P DISGON 5rT SMOTCH WTH l,JSFs PER eWIPMENT RECOMMENDATIONS. Q PROVIDE 1/2-0.0. MV FULL CORD FOR CONTROL MURINs FROM T -STATANDHVACSHITDOM81CIRGJITTOHVACUNIT. GORE DRILL NAIL AS RE;UIRED THEN MAKE PENETRATION EXTERNAL CONDUIT SHALLMEATERFOOFMVAPPROVEDSEALER EE RI610 6ALVANZW STEEL O 3/4'--2-4. O B/4 G3-12. Qi PROVIDE DUPLEX RECEPTACLE, 20A -125V -SK MOUNTED AT IE' App. FEIBBELL NO. 5362 -20A -MV. Qs PROVIDE DOUBLE DUPLEX (SAFE A9 NOTE T), MOIJFIT AT 1'-0' AFF. Q PROVIDE A 4X4'%3/4' MYNOOD BAGKBoARD TYPE C-0 FIRERETARDANTTREATED. SKIM COAT AND PAINT To MATCH NALLS. PROVIDE 106-IIZC TO MAIN GROUND BUS. Q EXTEW 2• CO. WITH NYLON PU,LCORD To EXISTING TELEIW4NE BACKBOARD. n PROVIDE 10-22-1 t/2 -r, FROM ALARM PANEL. CC TO CA813= LADDER CONNEC2 TI/2" , FROM J -EO EACH %ALARM DEVICTo CABLE ELISTED EELOK SURFiE ARRESTOR ALARM CONYACT KA 9NETIG DOOR ALARM HI AND LO To-IPERATURE THERMOSTAT SMOKE DETECTOR Q PROVIDE TNO PIECE MAGNETIC DOOR ALARM, SONITROL 2 -IA. RUN AND W. NI CONDUCTORS REACH FLOOR PER GABLE IRAGK.SEE DETAIL SHEET AND LEAVE EMOU49H EC- 9K Q PROVIDE COPPER 6ROUN0 EUS PER DETAIL ON E-0, MASTER GROUND am, V4'X24"X4', SILLRE Y(/ 'ELAsT1G' INsuLATORs. SEE 6ROUPD KMN6 DIAGRAM ON E-3. E) PROVIDE COPPER GROUND 00 PER DETAIL ON E -S (`.+.HALL BE I/W4O', 5 EFOIA W/' OUND OU IALSO), EXTAGROUND EUS SEE 6RotW MURING DIAORAM ON E-3. Q EXTEND TO EL P6. STEEL IN MECHAMr:0. ROOM ON ROOF ANDCALD-MELD 02 69CUND CONDUCTOR_ O PROVIDE') FROM EACH ROUTE CONDUCTOR- AND CONDUIT6PER NOTE II AVO'VE. MANPACTURMO DY DAYTON NO. 2E206 SPST. MOUNY ON EDGE OF TM -60 BOARD. O MV PRY PROVIDE FOR k SHUTOONK MATCMAKFACTURIED H VOLTAC5 ANPrTROMCSD . PL -5 AMI 9 6E OF CONTROL SYSTEM. 1- PROVIDE 4-8-2-1o&zN4 I/4'G FROM RECTIFIER TO J-EOX (SEAL - T10117). PROVIDE 408-20106ND FROM J -BOX TO PNL A. GROUND C;CNM-TORS SHALL BE ISOLATED MRD TERMINATE AT PN- OND BUS. HVAC POM CIRCUIT. EXTEND 4-22-1/2'G TO MG UNIT FOR CONTROLS VERIFY KTH MAFUPACTURE PRIOR TO INSTALLATION Q 5/4"G-2012. CONDUIT FOR CONTROLS SEE SHEET E-2. LIGHT FlXTURE SCHEDULE DESIC LAMPS VOL715 DESCRIPTION MANUFACTURER A FLUORESCENT 120 1'X4' SURFACE MOUNTED LJTHONIA i 2LB-232-120-GEB 52 2) F32 -T8 FLUORESCENT. CW-RS 8 INCANDESC 726— EXIT SIGN W/ GREEN LETTERS OMNIA / 40 W/ FIXTURE BACKUPATTD( 290 MIN. 7. HSSBS-W-1-C-120 WBATTERY A ) EMERGENCY LAMPS. AA 9YACT I AM C. NeRa14oYACTANDCM2 DORY rM VUALLs ON ARP§lW 4.AL OF47A. sa TA ANTCMIidg OTEE4SL -1.OUb OµrpmveTAILS ow -Iasi e -s PARTIAL L IGH% PLAN SCALE 1 4"=1'-0' NORTH 10 PARTIAL ELECTRICAL PLAN SCALE : 1/4'=1'-0' 1 NORTH s. v.—aoA-r Ao a w EioAo.Go i f5ioAo.A i FiG GO+ice.: moi A Goi i An QO O AC fao im"Aa•e'-1 11 -'1 sem-^ SINGLEI M NOTES OI PROVIDE PLAGUE THAT READS '111049 ARE TM 9ERVICE5 AT THIS SITE" (PROVIDE ONE AT EACH 5EKVK:E) ALONG MOTH DIAGRAMS SHOKNO SERVICE LAL= no s. FL )SH IN GRADE 24'124" FLU -BOX KITH TRAFFIC COVER 6RD BUS 3'C. TO EXISTING o&F SCE CO. UTILITY POLE 2-G. 3 03/O L O 4 103 CU. GRD ELECTRICAL SYMBOLS LIST _(ma Nor us ) yyy(o Ubkon hl%g UOff OR 0181GENLY U" C PL1011ESCM FOOURE - SFE FDMW SCNEDIAE off SW - UWAWpL YID. W/ 4o YIIL M7MO0 aCKUP s 54101E POSE SOIOIf 1111 WML loofSE w OOMRWO D) (AB9CIUPf NdCATO 33 - naEE WAY P S - PKAT UCIR 4)1 OUKU sECUnACE UM. • i15/.OA (120W20A-3W) a1 DOUBLE D1R'= MTD. 0 41sTox (12CY-20A-M 0' awpYroO !p"AAmE GL` NOTED ON H 7CAPHOW ounEl YID. 413" u cA 0)+ Amc11ON BDz W/ sm tNM T:o1Rac11o11 A) TNEAYOSTAlr CM HFAA' Duty 0"04M SOMI tM "JL O EXNNI5T FAN TFIETNOIC BALT0MM 4'"/4- PLYVCW to OR*= CrAW PAN1180ARD CONOW MIN OONQxm a WALLS OR C KMS 2/12-1/M UAJL -WW 3012-3/4 - fH-31U-1/M 4HIH-4/12-M lotN12-3/4C iFN1+•7112-M CONOIRT MIN BELOW ORALE WWW NamMIN T1 PANFl AND BRFVOM DWICATED s•— comes STA *A camff RM UP CONDWr RM DOWN 0--m E F11OUItE cxtw PWA* NROSN. ME" ANO 'CONNBR am OROUF0 uo UNOENOROUM Co C01OUIf OILY 40- i1oW To CDOVh KIE OF OCAM ABOVE FIMMm FLOOR UAIL UNLESS OTNERWM NOIED Y10 NOUNTEA TLV T1'PKAL PNL PANEL Gm OROUND OULT NTERRUPIOIO LW CIRCUIT BREAKER 20OA-2P MANIAL TRANSFER SNITCH NA FEMA -3R' PEDESTAL OI 200A Cm-aERGIAL 12onoav-IoasM( ED FOR 42p00 AIG RENCE ONLY 1 200AMP NEMA '5R' . REGEPT'AGLE APPLETON AJA 20054-20089 FOR s 15 FT. @1576Q1CY 6E ERATOR VERIFY EXACT LOCATION WTFI OMl:R PRIOR TO BID 1/2'Y-IO2 GJ. TO 5/0'X10' GROUM ROD 2•C. 3 03/0 4 102 CU. GRD 3/4'C-2-4 F--------- -- 1 /21 ARRESTOR R'°- 1 . A• i L ----------- 98.5 KVA J AC DATA SY5•TE-Is, INC. SURES SUPPRESSION / LOAD CENTM ENGINEERING RESOURCES ELE'CMXA• - laCN4F41Ca - a"aERs 949) 4W -Wt (949450-0432 FAX AOB NUYBETC 00062 PF. Klin I 03-15-01 E CURRENT ISSUE DATE: 03-" ISSUED FOR AS -BUILT ; NE)(TEL COMMUNICATIONS 310 COMMERCE IRVINE. CA 92602 PH(714) 368-3800 J FAX (7 14) 368-3540 FAX (714) 368-3542 APPROVID BY: I Sanas I WE I CA -6748 LAKESHORE LAM ELSINORE,C SHEET TITLE AL FLOOR PLM, PANEL SCHEDULE SINGLE LINE DIAGRAM PARTIAL SINGLE LINE DIAGRAM SHED NUMBER NO SCALE 10 OF 11 E — 2 1 r.._,..._..r.._ ,,.__„--ter ". I ,-. r•.. R•.I T to s GROUND 1 GROUND I NEW GROUND 1 MONOPOLE 12 SOLID CU (TYP.) I:AOIBELD GROUND 1 MONOPLOE GROUND NO SCALE MASTER GND BUS I MGs) 4 6 7 ON INTERIOR OF POLE EXTERNAL GNO BUS EGB#2)©O7 ON EXTMIOR OF BLDG EXTERIOR GND BUS (EGBeI) 0 pOLYPHASER GND BUS POLYPHASER CND BUS POLYPHASER GND BUS CABLE TRAY (4 LOCATIONS) VENT LOUVERS & DUCTS (1 LOC.) DOOR B FRAME GND (1 LOC.) TRANSFER SWITCH BATTERY RACK do FRAME SURGE SUPPRESSOR Ate_ CABLE ENTRY PORTQI WAVE GUIDE PORT BRIDGE ANTENNA GROUND BUSSES GROUND WIRING DIAGRAM NO SCALE I GROUND BUS FOR ANTENNA I e o e o e e O 0 0 o e o 0 1 TO BLDG. = TO EGB /2 STEON (Typ ROOF (TYP 1) 3) ANTENNA GROUND BUS i DETAILI NO SCALE GROUNDING NOTES Nps: ' D ALLCABLE TRAY SECTIONS SHALL BECONNECTEDTOEACHOTHERW/ 06 AWG I. ALL #21AWG CONDUCTORS SHALL USE TWO—HOLE LUGS. T&B 54207. GREEN INSULATED STRANDED COPPER WIRE AND (2) HOLE T&B LUGS W/ STAR OX 2. ALL FIELD—SIZE LUGS SHALL CONFORM WASHER & GREASE. 0 FIELD SIZE MGB GROUNDING CONDUCTOR TO NEMA STANDARDS. TO GND RODS (MIN. SIZE SHALL BE f2) OR LESS 2. THIS MAL IS DUGRAMATICAL, ALL CONDUCTOR ANS SIZES SHALLRESISTANCESHALLBE5OHMS SOLID TINNED COPPER) ACTUAL BE PERI NI7RET_S STANDARDS AND 5/8' SPECS. 03 NOT USED. I TO EXTERIOR BUSS (ECB MOUNTED ON EXTERIOR OF BLDG 5/8' X 10' COPPER OR STNNl IT L;_ SCHEMATIC GROUNDING PLAN NO SCALE WALL COPPER BUSS INSULATORNEWTON3061-4 COPPER BUSS 3/4' 1 1/2' 1 3/4' 1/2OLA 1/4'X24'X4IN e iiiiii'• "'iiiii O C.L. o l/ MOUNT AT 6'-0' AFF. MASTER GROUND BUS SHALL BE ISOLATORS PER D / AP4 424X4' Z o OF CABLE ENTRANCE. WITH l. WALL MOUNTING 0 PROVIDE /6 AWG SOLID BARE TINNED NEWTON A-6065 COPPER CONDUCTOR. ALL CONNECTORS SHALL BE THREE—CRIMP IRG( N NNNNNNNNNN r« I I C TAP COMPRESSION, T&S / 54740, ORANGE. ABBREVAA110NS 3 in O7 ALL CONNECTORS SWILL HAVE ((2) HOLE, LONG F.S. FIELD SIZE BARREL TYPE COMPRESSION LUGS, T&B OR ERG EXTERNAL GROUND RING EQUAL. ALL LUGS SHALL BE ATTACHED TO MGN MULTI—GROUNDED NEUTRAL BUSSING USING BOLTS, NUTS AND STAR NO LOCI( } WASHERS. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. MAST PROVIDE 96 AWC STRIWDED COPPER GREEN— NO SCALL INSULA CONDUCTOR. J)PROVIDE i2 SOLID BARE TINNED I COPPER CONDUCTOR. NOT USED. PROVIDE %6 AWG SOLD COPPER GREEN— I INSULATED CONDUCTOR. NOT USED. DCONTRACTOR SHALL TEST GROUND RESISTANCE TO INSURE 5 OHMS. SEE SINGLE UNE DIAGRAM ON E—i FOR SIZE I OF GROUNDING CONDUCTOR AND CONDUIT. PROVIDE 1 #8 1'C AWG STRANDED COPPER HOLLOW META GREEN—INSULATED CONDUCTOR. 1® PROVIDE 1#2 BARE SOLD TINNED COPPER CONDUCTOR TO ANTENNA GROUND, SEE ANTENNA ANTENNA GROUND ON THIS DRAWING. 9 LIGHTNING GROUND CONDUCTOR 2ROUAWG IN 1' PVC FROM PARAPET TO 1 GND LEVEL SEE DETAIL THIS DRAWING SOUD TINNED COPPER). PROVIDE 1 f2 BARE SOLID TINNED COPPER CONDUCTOR TO GROUND ROD SEE DETAIL i DOOR GROUNDING DETAIL NO SCALE i F F TAS GB) CE ONLY HOLLOW METAL FRAME T&B J54140 STM. LUG DRILL AND TAP TO METAL WITH SS MACHINE SCREWS 2 WIRE USE #54143) TYP OF 3) 4,NEOPRENE WELDING E 20' LONG. ENGINEERING RESOURCES a.EcnerA L • maxaMCA • ECASERs18 919 949 RKNE C4 FAX DRAWN B>: 00052 PF. DKIL KM w-15-01 1 a. 4 i[/s Ati+ CURRENT ISSUE DATE: u ISSUED FOR: AS-6ULT a NEXT& I NEXTEL COMMUNICATIONS 310 COMMERCE IRVINE, CA 92602 iPH (714) 368-3800 FAX (714) 368-3540 FAX (71 4) 368-3542 APPROVALS APPROVEDAPPROVED INIMLS DATE f..V.M. j SITE NUMBER CA -6748 SITE ADDRESS 16401 LAKESHM DR LAKE EL2NCM CA SHEET TITLE ELECTPoCAL DUALS SHEET NUMBER ffw, C 0 v c a 0 v CD U D O 0-4- 0 a-4-, 0 U CL> c y F_ N U - 3 a 3 _ CD a) M 0,•c c o •c dc w C0 a o 0 0a o s 0 CL a rn a• - a = U v a; 3 0 3 0 c s rn F 3 a 0 rn c 0 •3 a LM 0_0 c o s 3 O D N a to V` F_o I- L;j U • O o Z c) VICINITY MAP f'1 Of1 wireless BA=RODADO SBA SITE 11): CA45527 16401 LAKE SHORE DR. DRIVING DIRECTIONS _% FROM VERIZON WIRELESS HEADQUARTERS (15505 SAND CANYON AVE, IRVINE, CA 92618) DEPART SAND CANYON AVE. 0.3 MILES, TURN LEFT ONTO BARRANCA PKWY. 1.1 MILES, TURN RIGHT ONTO PACIFICA 466 FT., TALE RAMP RIGHT AND FOLLOW SIGNS FOR CA -133 NORTH 4.0 MILES, KEEPS STRAIGHT ONTO 14B 0.2 MILES, TAKE RAMP LEFT FOR CA -241N 12.0 MILES, AT EXIT 39A, TAKE RAMP RIGHT FOR CA -91 EAST TOWARD RIVERSIDE 10.0 MILES, TAKE RAMP RIGHT FOR 1-15 SOUTH TOWRAD SAN DIEGO 14.9 MILES, AT ECIT 81, TAKE RMAP RIGHT AND FOLLOW SIGNS FOR LAKE STREET 04. MILES, TURN RIGHT ONTO LAKE ST. 2.6 MILES, TURN LEFT ONTO LAKESHORE DR. 1.1 MILES, TURN RIGHT ONTO MACHADO ST. 338 FT. ARRIVE ON THE RIGHT. CONTRACTOR SHALL VERIFY ALL PLANS WITH EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH. THE WORK OR BE RESPONSIBLE FOR THE SAME. PROJECT DIRECTORY SITE OWNER: SBA COMMUNICATIONS CORPORATION 5900 BROKEN SOUND PARKWAY NW BOCA RATON, FLORIDA 33487 APPLICANT: VERIZON WIRELESS IS NOT REQUIRED. x SP d- POTABLE WATER. N SITE DESIGN: Q A-2 LAJ 0 N CONTACT: V) A-4 J PARCEL OWNER: J 16401 LAKESHORE DR. A-6 IL_ SURVEYOR: 0 w E-2 AC POWER PLAN AND DETAILS E-3 EQUIPMENT GROUNDING PLANS. E-4 V) ELECTRICAL DETAILS V) a L w M O LIr? ry Q r, o 0 10/20/14 0 CN 0 10/20/14 W V Z VICINITY MAP f'1 Of1 wireless BA=RODADO SBA SITE 11): CA45527 16401 LAKE SHORE DR. DRIVING DIRECTIONS _% FROM VERIZON WIRELESS HEADQUARTERS (15505 SAND CANYON AVE, IRVINE, CA 92618) DEPART SAND CANYON AVE. 0.3 MILES, TURN LEFT ONTO BARRANCA PKWY. 1.1 MILES, TURN RIGHT ONTO PACIFICA 466 FT., TALE RAMP RIGHT AND FOLLOW SIGNS FOR CA -133 NORTH 4.0 MILES, KEEPS STRAIGHT ONTO 14B 0.2 MILES, TAKE RAMP LEFT FOR CA -241N 12.0 MILES, AT EXIT 39A, TAKE RAMP RIGHT FOR CA -91 EAST TOWARD RIVERSIDE 10.0 MILES, TAKE RAMP RIGHT FOR 1-15 SOUTH TOWRAD SAN DIEGO 14.9 MILES, AT ECIT 81, TAKE RMAP RIGHT AND FOLLOW SIGNS FOR LAKE STREET 04. MILES, TURN RIGHT ONTO LAKE ST. 2.6 MILES, TURN LEFT ONTO LAKESHORE DR. 1.1 MILES, TURN RIGHT ONTO MACHADO ST. 338 FT. ARRIVE ON THE RIGHT. CONTRACTOR SHALL VERIFY ALL PLANS WITH EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH. THE WORK OR BE RESPONSIBLE FOR THE SAME. PROJECT DIRECTORY SITE OWNER: SBA COMMUNICATIONS CORPORATION 5900 BROKEN SOUND PARKWAY NW HANDICAP REQUIREMENTS BOCA RATON, FLORIDA 33487 APPLICANT: VERIZON WIRELESS IS NOT REQUIRED. 15505 SAND CANYON DRIVE SP BUILDING "D" 1st FLOOR POTABLE WATER. IRVINE, CALIFORNIA 92618 SITE DESIGN: JACOBS ENGINEERING GROUP, INC. A-2 3161 MICHELSON DRIVE #500 0 IRVINE, CA 92612 CONTACT: AMIEE WEEKS A-4 949) 224-7891 PARCEL OWNER: MACHADO STORAGE 16401 LAKESHORE DR. A-6 LAKE ELSINORE, CA 92530 SURVEYOR: N/A HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION HANDICAP ACCESS IS NOT REQUIRED. PLUMBING REQUIREMENTS SP FACILITY HAS NO SANITARY OR POTABLE WATER. DIG ALERT OVERALL SITE PLAN A-2 t 0 UNDERGROUND SERVICE ALERT OF SOUTHERN NO. - DATE REVISIONS BY CALIFORNIA A-4 TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG SITE SUMMARY I I I SITE TYPE: TOWER - TYPE: ELEVATION: TOWER LATITUDE: TOWER LONGITUDE: ZONING JURISDICTION: ZONING CLASSIFICATION: PARCEL ID: POWER COMPANY: TELEPHONE COMPANY: COLOCATION MONOPALM TOWER 1324' FEET A.M.S.L. 33' 41' 18.40" 117' 22' 28.5" CITY OF LAKE ELSINORE C2 379-250-044-0 SOUTHERN CALIFORNIA EDISON VERIAON TELECOM PROJECT DESCRIPTION INSTALLATION OF NCD WIRELESS CELL SITE . EQUIPMENT FOR VERIZON WIRELESS. WITHIN AN EXISTING UNMANNED FACILITY. PROJECT CONSISTS OF (6) PANEL ANTENNAS, (4) EQUIPMENT RACKS WITHIN EXISTING SHELTER AND CONNECTIONS AS REQUIRED FOR RF, POWER, AND TELCO SERVICES. CODE COMPLIANCE CALIFORNIA STATE CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2013 CALIFORNIA ADMINISTRATIVE CODE • 2013 CALIFORNIA FIRE CODES INCL. TITLES 24 & 25) • 2013 CALIFORNIA ENERGY 2013 CALIFORNIA BUILDING CODES CODES 2013 CALIFORNIA ELECTRICAL CODES a TIA-222—G CODES 2013 CALIFORNIA MECHANICAL CODES a LOCAL BUILDING CODES 2013 CALIFORNIA PLUMBING' CODES a CIN/COUNTY ORDINANCES FCC NOTE THIS WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. PROJECT APPROVAL LANDLORD: PROJECT MANAGER: CONSTRUCTION MANAGER: RF ENGINEER: SITE ACQUISITION: ZONING MANAGER: UTILITY COORDINATOR: ri-ttrAHt:u rvH— moo n,,zojpieless, mmr.x 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PREPARED BY JAACID 130 Jacobs Engineering Group. Inc. 8161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 ENGINEER SEAL f 5`110 Exp11 AN or APPROVED FOR PERMIT ISSUANCE SCOTT ZEKAS & ASSOCIATES, INC. Cit of Lake Elsinore /&'-11-(y" Y BY i DATE I Planning Division Approval These plans have been reviewed for adherence to the aRplicable -CGdeS -and- ordinance: Authorization is dingby lissue a ng --pern-tit pe j, approval ufi appIicabiefit ag9nr_iesApprovedBy: rKee/ -- ` i DESIGN REVISIC The issuance ` or granting of a permit based on Date: -f approval of these pfUns shall not be 'construed, to permit or approve any violation of..the...applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid, SHEET INDEX SHEET NO. -SITE SPECIFIC SHEETS T-1 TITLE SHEET SP 1 GENERAL INFORMATION SPECIFICATIONS SP 2 GENERAL INFORMATION SPECIFICATIONS A-1 OVERALL SITE PLAN A-2 0, 10/20/14 ENLARGED SITE PLAN A-3 NO. - DATE REVISIONS BY ANTENNA ORIENTATIONS A-4 0 10/20/14 0 10/20/14 SOUTH ELEVATIONS A-5 EAST ELEVATIONS A-6 NOT VALID WITHOUT, SIGNATURE AND DATE DETAILS E-1 GENERAL ELECTRICAL NOTES E-2 AC POWER PLAN AND DETAILS E-3 EQUIPMENT GROUNDING PLANS. E-4 ELECTRICAL DETAILS REV. DATE APPROVED BY: ISSUED FOR O 0/20/14 FLP CONSTRUCTION DESIGNED BY: L. PAYNE 0 10/20/14 E03521.00 DATE: 09/02/14 0, 10/20/14 NO. - DATE REVISIONS BY 0 10/20/14 0 10/20/14 NOT VALID WITHOUT, SIGNATURE AND DATE 0 10/20/14 VERIZON SITE ID: 0 10/20/14 0 10/20/14 M O LIr? 0 10/20/14 0 10/20/14 CN 0 10/20/14 W 0 10/20/14 Q 0 10/20/14 0 10/20/14 V Q 0 W O oc OVAL RIVI ASI tF, C <.3 Y FIRE DEPART NT EY: I2 JU 3 B-LOON4, FSS DATP- E FIF. F, DEPT. APPROVAL FOR FLAWS IS rAL ; E C : O rtc Y -CA .. SUABIECT(T, i'k' F i Cl All iTL...^'.. coins v CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT # L wO Z W Q J J Q W M o W CID U) W r Q J TOWER OWNER SITE ID. CA45527 rHt=rAHtu t5Y APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E03521.00 DATE: 09/02/14 St-Itt 1 NAMt TITLE SHEET SHEET NUMtit:H 00000 - GENERAL INFORMATION A. PROJECT NAME: VERIZON WIRELESS "BRODADO" B. THIS FACILITY IS AN UNOCCUPIED CELLULAR TELEPHONE COMPANY EQUIPMENT FACILITY. C. THE OCCUPANCY CLASSIFICATION IS PUBLIC UTILITY PER P.U.C. DECISION NO. 86-06-058 AND IS EXEMPT FROM HANDICAP REQUIREMENTS PER TITLE 24, SECTION 2-712(B) 5. AS IT PERTAINS TO THE AMERICANS WITH DISABILITY ACT (ADA), ACCESSIBILITY IS NOT REQUIRED SINCE THIS IS A NONOCCUPIABLE SPACE AND FREQUENTED ONLY BY SERVICE PERSONNEL PER ADAAG SECTION 4.1.1.(5B). THIS SPACE IS NOT FOR HUMAN OCCUPANCY. D. CONTRACTING DOCUMENTS, INCLUDING BUT NOT LIMITED TO: INSTRUCTIONS TO BIDDERS, BID FORM, AGREEMENT FORM, BONDS, GENERAL CONDITIONS, AND SUPPLEMENTAL CONDITIONS, SHALL BE AS SUPPLIED BY CARRIER TO BIDDERS. THIS BIDDING DOCUMENT IS NOT PART OF THE CONTRACT DOCUMENTS UNLESS REFERENCED IN THE OWNER/ CONTRACTOR AGREEMENT. E. TO OBTAIN BIDDING DOCUMENTS CONTACT: VERIZON WIRELESS 15505 SAND CANYON AVENUE IRVINE, CALIFORNIA 92618 PHONE: (949) 286-7000 F. SUBMISSION OF BIDS: SUBMIT BIDS IN COMPLIANCE WITH REQUIREMENTS STATED IN CONTRACT DOCUMENTS AS SUPPLIED BY CARRIER TO BIDDERS OF RECORD. SUBMIT BIDS TO CARRIER CONSTRUCTION PROJECT MANAGER AS NOTED ABOVE. G. CARRIER RESERVED THE RIGHT TO REJECT OR ACCEPT ANY OR ALL BIDS OR TO ENTER INTO NEGOTIATIONS WITH ANY BIDDER. CARRIER RESERVES THE RIGHT TO WAIVE ANY ALLEGED BREACH OF TECHNICALITY. H. CARRIER RESERVES THE RIGHT TO MODIFY THE CONTRACT DOCUMENTS AND REBID THE PROJECT, IF NECESSARY, TO MEET ITS BUDGETARY REQUIREMENTS. I. QUESTIONS: DURING THE BIDDING PERIOD, SUBMIT QUESTIONS IN WRITING TO THE ENGINEER'S OFFICE. QUESTIONS SHALL BE SUBMITTED ONLY BY BIDDERS OF RECORD. QUESTIONS WILL BE ANSWERED IN WRITING AND COPIES DISTRIBUTED TO BIDDERS OF RECORD. J. SITE VISIT: A SITE VISIT IS REQUIRED TO REVIEW THE SCOPE OF WORK AND EXISTING SITE CONDITIONS. CARRIER WILL ARRANGE A BID WALK ON SITE AND NOTIFY ALL BIDDERS. K. ALL EXISTING CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED PRIOR TO SUBMISSION OF BIDS. ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS, ETC. SHALL BE REPORTED TO THE ENGINEER OR CARRIER IN WRITING BEFORE PROCEEDING WITH ANY WORK. L. EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE ENGINEER AND CARRIER SHALL BE NOTIFIED IN WRITING SUCH THAT MODIFICATIONS CAN BE MADE TO THE DRAWINGS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. M . EXISTING UTILITIES: LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. BEAR ALL RELATED EXPENSES FOR REPAIR AND REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE IN CONJUNCTION WITH THE EXECUTION OF THE WORK. N . ANY ALTERATIONS TO EXISTING FIRE PROTECTION FACILITIES WILL REQUIRE CLEARANCE AND PERMITS FROM THE GOVERNING FIRE DEPARTMENT AND OTHER AGENCIES. END OF GENERAL INFORMATION DIVISION 1 - GENERAL REQUIREMENTS SECTION 01110 - SUMMARY OF WORK PART 1 - GENERAL 1.01 SUMMARY A. PROJECT SUMMARY: 1. PLEASE SEE THE TITLE SHEET, T-1, FOR PROJECT DESCRIPTION. 2. EXISTING BUILDING CONSTRUCTION TYPE: V -N, NON -SPRINKLED 3. MAJOR SYSTEMS: ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL. B. PARTICULAR PROJECT REQUIREMENTS: 1. EXISTING SITE CONDITIONS AND RESTRICTIONS: VERIFY WITH PROPERTY OWNER. 2. SEQUENCING & SCHEDULING REQUIREMENTS: VERIFY WITH PROPERTY OWNER. 3. COORDINATE WORK WITH CONCURRENT RENOVATION WORK ELSEWHERE ON SITE. 4. PRIOR HAZARDOUS WASTE OF HAZARDOUS MATERIALS ABATEMENT WORK BY PROPERTY OWNER OR OTHERS: NONE KNOWN, VERIFY WITH PROPERTY OWNER. 5. CARRIER- PRE -ORDERED, CONTRACTOR -PURCHASED -INSTALLED ITEMS: COORDINATE WITH CM. 6. CARRIER -PURCHASED, CARRIER -INSTALLED ITEMS: RADIO EQUIPMENT, BATTERIES, RECTIFIERS. 7. CARRIER -PURCHASED, CONTRACTOR -INSTALLED ITEMS: RADIO FRAMES, ANTENNAS. B. OCCUPANCY OF ADJACENT FACILITIES: COORDINATE WITH PROPERTY OWNER. 9. CONTRACTOR USE OF NEW & EXIST. FACILITIES: COORDINATE WITH PROPERTY OWNER. C. PERMITS: APPLY FOR, OBTAIN, AND PAY FOR PERMITS, LICENSES, OR INSPECTIONS REQUIRED TO PERFORM WORK. SUBMIT COPIES TO ENGINEER. CARRIER SHALL REIMBURSE FOR THE COST OF ALL PERMITS. D. CODES: COMPLY WITH APPLICABLE CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. SUBMIT COPIES OF INSPECTION REPORTS, NOTICES AND SIMILAR COMMUNICATIONS TO ENGINEER. E. DIMENSIONS: VERIFY ACCURACY OF DIMENSIONS INDICATED 0 DRAWINGS WITH FIELD DIMENSIONS BEFORE FABRICATION OR ORDERING MATERIALS. DO NOT SCALE DRAWINGS. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED BY A PLUS OR MINUS DIMENSION. DETAILED DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DO NOT BEGIN ANY CONSTRUCTION OR OFF SITE FABRICATION UNTIL DRAWING DIMENSIONS ARE VERIFIED WITH ACTUAL FIELD CONDITIONS. F. EXISTING CONDITIONS: NOTIFY ENGINEER IN WRITING OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT PROCEED WITH WORK IN QUESTION WITHOUT PRIOR WRITTEN APPROVAL. DO NOT REMOVE OR ALTER STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL. G. DETAILS ARE CONSIDERED TO BE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. IF THEY ARE CONSIDERED TO BE UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN THE CUSTOMARY TRADE PRACTICES, THE ENGINEER AND THE CARRIER SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. IF WORK IS PERFORMED, DETAILS PERTAINING THERETO SHALL BE CONSIDERED SATISFACTORY. SHOULD MINOR MODIFICATIONS BE REQUIRED TO SUIT JOB CONDITIONS THOSE SHALL BE INCLUDED AS PART OF THE WORK. H. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. SHOULD QUESTIONS ARISE REGARDING THEIR EXACT MEANING, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. J. DEFINITIONS FOR TERMS USED IN THE SPECIFICATIONS: 1. PROVIDE: FURNISH AND INSTALL, COMPLETE WITH ALL NECESSARY ACCESSORIES, READY FOR INTENDED USE. PAY FOR ALL RELATED COSTS. 2. APPROVED: ACCEPTANCE OF ITEM SUBMITTED FOR APPROVAL. NOT A LIMITATION OR RELEASE FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS OR REGULATORY REQUIREMENTS. REFER TO LIMITATIONS OF "APPROVED" IN GENERAL AND SUPPLEMENTARY CONDITIONS. 3. MATCH EXISTING: MATCH EXISTING AS ACCEPTABLE TO PROPERTY OWNER. L. INTENT: DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK SUITABLE FOR THE INTENDED USE OF CARRIER. ANYTHING NOT EXPRESSLY SET FORTH BUT WHICH IS REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT SHALL BE INCLUDED. M. WRITING STYLE: SPECIFICATIONS ARE WRITTEN IN THE IMPERATIVE MODE. EXCEPT WHERE SPECIFICALLY INTENDED OTHERWISE, THE SUBJECT OF ALL IMPERATIVE STATEMENTS IS THE CONTRACTOR. FOR EXAMPLE, "PROVIDE TILE", MEANS "CONTRACTOR SHALL PROVIDE TILE." END OF SECTION SECTION 01300 - ADMINISTRATIVE REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. PROVIDE DIRECTION, SUPERVISION, AND COORDINATION OF WORK: 1. MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SEQUENCES 2. SUPERVISORY PERSONNEL 3. PRECONSTRUCTION CONFERENCE 4. WEEKLY MEETINGS; DISTRIBUTE MINUTES 5. OTHER MEETINGS 6. INSTALLATION OF RADIO EQUIPMENT WITH CARRIER B. SUBMIT DAILY AND SPECIAL REPORTS. C. SUBMIT PROGRESS SCHEDULE, BAR -CHART TYPE, UPDATED WEEKLY. D. PREPARE SUBMITTAL SCHEDULE; COORDINATE WITH PROGRESS SCHEDULE. E. SUBMIT SCHEDULE OF VALUES. F. SUBMIT SCHEDULE OF REQUIRED TESTS INCLUDING PAYMENT AND RESPONSIBILITY. G. PERFORM SURVEYS: 1. LAYING OUT THE WORK AND VERIFYING LOCATIONS DURING CONSTRUCTION. H. SUBMIT AND POST A LIST OF EMERGENCY TELEPHONE NUMBERS AND ADDRESSES FOR INDIVIDUALS TO BE CONTACTED IN CASE OF EMERGENCY. J. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. K. SUBMIT RECORD DRAWINGS AND SPECIFICATIONS; TO BE MAINTAINED AND ANNOTATED BY CONTRACTOR AS WORK PROGRESSES. ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ARE TO BE RECORDED THEREIN. L. SUBMIT PAYMENT REQUEST PROCEDURES. M. PERFORM QUALITY CONTROL DURING INSTALLATION. N. CLEAN AND PROTECT THE WORK. 0. ALL RUBBISH AND WASTE MATERIALS SHALL BE REMOVED FROM JOB SITE ON A REGULAR BASIS. STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION, INCLUDING FINAL CLEAN-UP UPON COMPLETION OF WORK IS REQUIRED. ALL AREAS ARE TO BE LEFT IN A CLEAN BROOM FINISH AT THE END OF EACH DAY. P. MAINTAIN COMPLETE SITE SECURITY DURING ALL PHASES OF CONSTRUCTION PER CHAPTER 33 OR THE U.B.C. END OF SECTION SECTION 01330 - SUBMITTALS PART 1 - GENERAL 1.01 SUMMARY A. COMPLY WITH PROJECT FORMAT FOR SUBMITTALS. B. PROVIDE SUBMITTALS IN INDIVIDUAL SECTIONS & NUMBER OF COPIES REQUIRED. 1. SHOP DRAWINGS, REVIEWED AND ANNOTATED BY THE CONTRACTOR - SEPIA AND TWO BLACKLINE PRINTS 2. PRODUCT DATA - 4 COPIES 3. SAMPLES -2, PLUS EXTRA AS REQUIRED TO INDICATE RANGE OF COLOR, FINISH, AND TEXTURE TO BE EXPECTED 4. MOCK -UPS -AS REQUIRED IN THE INDIVIDUAL SECTIONS 5. INSPECTIONS AND TESTS REPORTS - 4 COPIES 6. WARRANTIES - 4 COPIES 7. SURVEY DATA - 4 COPIES 8. CLOSEOUT SUBMITTALS- 4 COPIES 9. PROJECT PHOTOGRAPHS - 4 8X10 BLACK AND WHITE PRINTS EACH WEEK AND AT THE BEGINNING AND END OF CONSTRUCTION - INCLUDE NEGATIVES C. PROVIDE REQUIRED RESUBMITTALS IF ORIGINAL SUBMITTALS ARE NOT ACCEPTED. PROVIDE DISTRIBUTION OF ACCEPTED COPIES INCLUDING MODIFICATIONS AFTER ACCEPTANCE OF SUBMITTALS. D. SAMPLES AND SHOP DRAWINGS SHALL BE PREPARED SPECIFICALLY FOR THIS PROJECT. SHOP DRAWINGS SHALL INCLUDE DIMENSIONS AND DETAILS, INCLUDING ADJACENT CONSTRUCTION AND RELATED WORK. NOTE SPECIAL COORDINATION REQUIRED. NOTE ANY DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS. E. PROVIDE WARRANTIES AS SPECIFIED; WARRANTIES SHALL NOT LIMIT LENGTH OF TIME FOR REMEDY OF DAMAGES CARRIER MAY HAVE BY LEGAL STATUTE. WARRANTIES SHALL BE SIGNED BY CONTRACTOR, SUPPLIER OR INSTALLER RESPONSIBLE FOR PERFORMANCE OF WARRANTY. END OF SECTION SECTION 01400 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. COMPLY WITH ALL LOCAL CODE REGULATIONS AND STATE DEPARTMENT OF INDUSTRIAL REGULATIONS AND DIVISION OF INDUSTRIAL SAFETY (OSHA) REQUIREMENTS. B. ALL AREAS OF THE JOB SITE SHALL BE PROTECTED FROM DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. DAMAGE TO NEW AND EXISTING CONSTRUCTION TO BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND CARRIER, AT THE SOLE EXPENSE OF THE CONTRACTOR. C. SAFEGUARD THE OWNER'S PROPERTY DURING CONSTRUCTION. ANY DAMAGE OCCURRING TO THE OWNER'S PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER TO THE SATISFACTION OF THE OWNER, AT THE SOLE EXPENSE OF THE CONTRACTOR. D. IMPROPER OR INFERIOR MATERIALS AND WORKMANSHIP APPEARING WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE OF WORK UNDER THIS CONTRACT SHALL BE REPLACED TO THE SATISFACTION OF THE CARRIER AND THE OWNER. END OF SECTION SECTION 01630 - PRODUCT SUBSTITUTION REQ'TS PART 1 - GENERAL 1.01 SUMMARY A. LIST PRICE FOR EACH ALTERNATE IN BID FORM. INCLUDE COST OF MODIFICATIONS TO OTHER WORK AS NEEDED FOR ALTERNATE. INCLUDE RELATED COSTS SUCH AS OVERHEAD. B. CARRIER WILL DETERMINE WHICH ALTERNATES ARE SELECTED FOR INCLUSION IN THE CONTRACT. C. ALTERNATES ARE DESCRIBED BRIEFLY IN THIS SECTION. THE CONTRACT DOCUMENTS DEFINE THE REQUIREMENTS FOR ALTERNATES. D. COORDINATE ALTERNATES WITH RELATED WORK TO ENSURE THAT WORK AFFECTED BY EACH SELECTED ALTERNATE IS PROPERLY ACCOMPLISHED. END OF SECTION SECTION 01730 - CUTTING AND PATCHING PART 1 - GENERAL 1.01 SUMMARY A. PROVIDE CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE WORK OF THE PROJECT, COMPLYING WITH REQUIREMENTS FOR: 1. STRUCTURAL WORK 2. MECHANICAL / ELECTRICAL SYSTEMS 3. VISUAL REQUIREMENTS, INCLUDING DETAILING AND TOLERANCES 4. OPERATIONAL AND SAFETY LIMITATIONS 5. FIRE RESISTANCE RATINGS 6. INSPECTIONS, PREPARATION, AND PERFORMANCE 7. CLEANING B. DO NOT CUT AND PATCH IN A MANNER THAT WOULD RESULT IN A FAILURE OF THE WORK TO PERFORM AS INTENDED, DECREASED ENERGY PERFORMANCE, INCREASED MAINTENANCE, DECREASED OPERATIONAL LIFE, OR DECREASED SAFETY. PART 2 - PRODUCTS 2.01 MATERIALS A. MATCH EXISTING MATERIALS FOR CUTTING AND PATCHING WORK WITH NEW MATERIALS CONFORMING TO PROJECT REQUIREMENTS. END OF SECTION PART 3 - EXECUTION 3.01 INSTALLATION A. INSPECT CONDITIONS PRIOR TO WORK TO IDENTIFY SCOPE AND TYPE OF WORK REQUIRED. PROTECT ADJACENT WORK. NOTIFY BUILDING OWNER OF WORK REQUIRING INTERRUPTION TO BUILDING SERVICES OR PROPERTY OWNER'S OPERATION. B. PERFORM WORK WITH WORKMEN SKILLED IN THE TRADES INVOLVED. PREPARE SAMPLE AREA OF EACH TYPE OF WORK FOR APPROVAL. C. CUTTING: USE CUTTING TOOLS, NOT CHOPPING TOOLS. MAKE NEAT HOLES. MINIMIZE DAMAGE TO ADJACENT WORK. CHECK FOR CONCEALED UTILITIES AND STRUCTURE BEFOREHAND. D. PATCHING: MAKE PATCHES, SEAMS, AND JOINTS DURABLE AND INCONSPICUOUS. COMPLY WITH TOLERANCES FOR NEW WORK. E. CLEAN WORK AREA AND AREAS AFFECTED BY CUTTING AND PATCHING OPERATIONS. END OF SECTION SECTION 01770 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 SUMMARY A. THE FOLLOWING ARE PREREQUISITES TO SUBSTANTIAL COMPLETION: 1. PUNCH LIST 2. SUPPORTING DOCUMENTATION 3. WARRANTIES & CERTIFICATIONS 4. OCCUPANCY PERMIT 5. START-UP AND TESTING OF BUILDING SYSTEMS 6. CHANGE OVER OF LOCKS B. PROVIDE THE FOLLOWING PREREQUISITES TO FINAL ACCEPTANCE: 1. FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS 2. COMPLETED PUNCH UST C. PROVIDE A MARKED -UP SET OF DRAWINGS INCLUDING CHANGES MADE DURING THE WORK PER VERIZON WIRELESS PROJECT CLOSEOUT REQUIREMENTS. D. PROVIDE THE FOLLOWING CLOSEOUT PROCEDURES: SUBMISSION OF RECORD DOCUMENTS, SUBMISSION OF MAINTENANCE MANUALS, TRAINING AND TURNOVER TO CARRIER PERSONNEL, FINAL CLEANING AND TOUCH-UP, REMOVAL OF TEMPORARY FACILITIES. END OF SECTION DIVISION 2 - SITE CONSTRUCTION SECTION 02070 - SELECTIVE DEMOLITION PART 1 - GENERAL 1.01 SUMMARY A. PROVIDE SELECTIVE DEMOLITION AS REQUIRED. 1. DEMOLISH PORTION OF EXISTING PAVING ABOVE NEW TELCO AND ELECTRICAL CONDUITS. 2. DEMOLISH PORTIONS OF EXISTING EXTERIOR AND INTERIOR WALLS TO ALLOW PASSAGE OF TELCO AND ELECTRICAL CONDUITS. 3. REMOVE PORTION OF EXISTING ROOFING AND ROOF INSULATION TO EXPOSE ROOF DECK FOR RADIO CABINET AND ANTENNA SCREEN MOUNTS. 4. PROTECT PORTIONS OF BUILDING ADJACENT TO OR AFFECTED BY SELECTIVE DEMOLITION. REPAIR TO MAINTAIN EXISTING FIRE RATINGS, SEPARATIONS, WATER TIGHTNESS, ETC. 5. REMOVE ABANDONED UTILITIES. 6. REMOVE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS OFF-SITE. 7. NOTIFY PROPERTY OWNER PRIOR TO SHUT-OFF OFF EXISTING UTILITIES. CAP OFF UTILITIES TO BE DISCONTINUED IN USE. B. ASBESTOS AND HAZARDOUS MATERIALS DEMOLITION OR REMOVAL WORK IS NOT PART OF THIS CONTRACT 1.02 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. USE EXPERIENCED WORKERS. 1.03 PROJECT CONDITIONS A. IMMEDIATE AREAS OF WORK WILL NOT BE OCCUPIED BY OWNER'S PERSONNEL DURING SELECTIVE DEMOLITION. PART 2 - PRODUCTS - NOT APPLICABLE TO THIS SECTION PART 3 - EXECUTION 3.01 DEMOLITION A. REMOVE PORTIONS OF EXISTING ELEMENTS TO EXTENT REQUIRED TO ALLOW PASSAGE OF TELCO AND ELECTRICAL CONDUITS. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS, WHETHER INDICATED TO REMAIN OR NOT. ITEMS OF SALVAGE VALUE AND NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO BUILDING OWNER MAY BE REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS AT PROJECT SITE IS PROHIBITED. B. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE BUILDING OWNER AND AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE BUILDING OWNER AND AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES. C. CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY. 3.02 SCHEDULE A. ITEMS TO BE REMOVED FROM SITE BY CONTRACTOR. VIF B. ITEMS TO REMAIN IN PLACE AND PROTECTED FOR REUSE: EXTERIOR SPRINKLER SYSTEM C. ITEMS TO BE SALVAGED FOR REINSTALLATION IN THIS PROJECT. VIF D. ITEMS TO BE SALVAGED AND DELIVERED TO BUILDING OWNER. VIF E. UTILITIES REQUIRING INTERRUPTION, CAPPING, OR REMOVAL: POWER AND TELEPHONE END OF SECTION SECTION 02590 - SITE GROUNDING PART 1 - GENERAL 1.01 SUMMARY A. PROVIDE AND TEST ELECTRICAL GROUNDING AND BONDING SYSTEMS, INCLUDING BUT NOT LIMITED TO GROUNDING ELECTRODES, BONDING JUMPER BRAID, AND ADDITIONAL ACCESSORIES REQUIRED FOR A COMPLETE WORKING INSTALLATION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS COMPLYING WITH NEC, UL, AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS. B. APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. FENCE AND GATE POSTS 2. ELECTRICAL POWER SYSTEMS 3. GROUNDING ELECTRODES 4. GROUND BUS BAR 5. SERVICE EQUIPMENT 6. ENCLOSURES 7. MONOPOLE / LATTICE TOWER 8. ICE BRIDGE SECTIONS AND SUPPORTS 1.02 REFERENCES A. THE MOST CURRENT EDITIONS AND ADDENDA OF THE FOLLOWING PUBLICATIONS ARE HEREBY INCLUDED BY REFERENCE. EXCEPT AS MODIFIED BY THIS SPECIFICATION OR BY THE DRAWINGS, COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWING PUBLICATIONS: 1. ANSI (AMERICAN NATION STANARDS INSTITUTE) 2. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) 3. NEC (NATION ELECTRICAL CODE) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) 5. NESC (NATIONAL ELECTRICAL SAFETY ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES, INC.) B. APPLICABLE LOCAL CODES AND ORDINANCES 1.03 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PART 2 - PRODUCTS 2.01 MATERIALS A. GROUND CONDUCTORS: STANDARD TINNED SOLID BARE COPPER, SIZED AS INDICATED IN DRAWINGS. MAINTAIN MINIMUM BENDING RADIUS PER NEC. B. GROUND RODS: 5/8" DIAMETER X 10'-0" LONG COPPER CLAD STEEL AT 10'-0" MINIMUM AND 15'-0" MAXIMUM SPACING. C. UNDERGROUND GROUNDING CONNECTIONS: USE EXOTHERMIC PROCESS. CONNECTORS TO INCLUDE ALL CABLE TO CABLE SPLICES, TEES, AND ALL CABLE TO GROUND RODS. MOLDS, WELDING METAL, AND TOOLS SHALL BE BY CADWELD AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PROCEDURES. ALL EXOTHERMIC WELDS SHALL HAVE A MINIMUM OF 6" BETWEEN WELDS. D. GROUNDING KITS: ANDREW #204989 SERIES. E. SUBSTITUTIONS OF MATERIAL AND EQUIPMENT SHALL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE ELECTRICAL ENGINEER. PART 3 - EXECUTION OR VERIFICATION/DOCUMENTATION OF EXISTING GROUNDING SYSTEM 3.01 EXAMINATION A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING ARE TO BE MADE AND NOTIFY CARRIER IN WRITING OF ANY CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. EXAMINE EXISTING GROUNDING SYSTEM AND NOTIFY VERIZON WIRELESS CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF DAMAGED OR MISSING COMPONENTS. C. TEST EXISTING GROUND SYSTEM PER VERIZON WIRELESS EQUIPMENT GROUNDING SPECS. 3.02 INSTALLATION A. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARDS OF INSTALLATION AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. B. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY. C. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND AND PROTECTIVE DEVICES IN SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. D. PLACE EXTERNAL GROUND RING (EGR) 2'-0" MINIMUM AND 3'-0" MAXIMUM FROM EXTERIOR WALL OF SHELTER, COMPLETELY SURROUNDING IT. E. PLACE EGR 2'-0" MINIMUM FROM TOWER, INCLUDING EXPOSED FOOTINGS, COMPLETELY SURROUNDING IT. BOND EGR TO TOWER AT ALL TOWER SUPPORTS AT THE CLOSEST POINT BETWEEN THE EGR AND THE SUPPORT TO MINIMIZE ELECTRICAL IMPEDANCE BETWEEN TOWER AND EGR. ALSO BOND TO ADJACENT SHELTER EGR AT CLOSEST POINT BETWEEN EGRS AND BETWEEN AT LEAST TWO OTHER POINTS BETWEEN THE EGRS TO MINIMIZE ELECTRICAL IMPEDANCE BETWEEN THE EGRS AND ENHANCE RELIABILITY. F. INSTALL GROUND CABLES WHICH ENCIRCLE THE TOWER AND SHELTER AND ARE CONNECTED TO EACH DRIVEN ROD 30" MINIMUM BELOW THE SOIL SURFACE OR 6" MINIMUM BELOW THE FROST LINE, WHICHEVER IS GREATER. BACKFILL GROUNDING TRENCHES WITH CLEAN SOIL COMPACTED TO 90% STANDARD PROCTOR DENSITY. G. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUEING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. H. APPLY CORROSION RESISTANT FINISH TO FIELD CONNECTIONS, BURIED METALLIC GROUNDING AND BONDING PRODUCTS, AND PLACES WHERE FACTORY APPLIED PROTECTIVE COSTINGS HAVE BEEN DESTROYED, AND WHICH ARE SUBJECT TO CORROSION. USE NO -OX GREASE OR ACCEPTABLE ALTERNATIVE. J. TEST ENTIRE INSTALLATION TO DETERMINE THAT IT IS FREE FROM GROUND OR SHORTS EXCEPT WHERE GROUNDS ARE REQUIRED AS PART OF THE SYSTEM. K. INSTALL A MINIMUM OF THREE GROUND KITS AT COAXIAL CABLES, TWO AT TOWER GROUND BARS (TOP AND BOTTOM) AND ONE AT WAVEGUIDE ENTRY PORT (EXTERNAL). GROUND KITS TO INCLUDE GROUND STRAPS. KITS AT TOP OF TOWER (AND MIDDLE IF TOWER EXCEEDS 200' HIGH) ARE MECHANICALLY ATTACHED TO TOWER OR GROUND BAR IF OVER 200' BY TWO HOLE LUGS. GROUND COAXIAL CABLES AT BOTTOM OF TOWER APPROXIMATELY 6" BEFORE THEY TURN TOWARD SHELTER. MECHANICALLY ATTACH GROUNDING STRAPS NEAR THE TURN TOWARD THE SHELTER TO GROUND BAR WHICH IS CONNECTED TO EGR WITH NO. 2 AWG SOLID, TINNED, BARE COPPER WIRE BY TWO HOLE LUGS. INDUCE DRAINAGE ALONG COAXIAL CABLES AWAY FROM SHELTER USING DRIP LOOPS AS INDICATED IN DRAWINGS. CONNECT COAXIAL CABLES TO GROUND BAR AT BOTH TOWER AND NEAR WAVEGUIDE ENTRANCE PORT OF THE SHELTER USING APPROVED GROUND KITS. L. GROUND ICE BRIDGE SUPPORTS AT BOTH TOWER AND SHELTER. ICE BRIDGE WIRE USING NO. 2 AWG SOLID, TINNED, BARE COPPER WIRE, BONDED EXOTHERMICALLY TO EGR. M. GROUND CORNER POSTS OF CHAIN LINK OR ORNAMENTAL METAL FENCES TO TOWER EGR OR SHELTER EGR. USE NO. 2 AWG SOLID, TINNED, BARE COPPER WIRE, EXOTHERMICALLY BONDED FROM EACH CORNER POST TO NEAREST POINT ON EGR GROUND ROD. LOCATE GROUND BONDS ON POSTS 6" MINIMUM AND 12" MAXIMUM ABOVE SOIL SURFACE FACING INTERIOR OF FENCE ENCLOSURE. GROUND EACH GATE LEAF TO ITS POST IN THE SAME MANNER AND GROUND POST TO EGR IN SAME MANNER AS GROUND POSTS. 3.03 FIELD QUALITY CONTROL A. FIELD TESTS: USE "FALL OF POTENTIAL" METHOD AS DESCRIBED IN LITERATURE ACCOMPANYING BIDDLE BRAND EARTH RESISTANCE METER, 10 OHM OR LESS TO GROUND. THIS TEST TO BE PERFORMED BY OTHERS, COORDINATE WITH THIS SECTION OF WORK. END OF SECTION DIVISION 10 - SPECIALTIES SECTION 10522 - FIRE EXTINGUISHERS PART 1 - GENERAL 1.01 SUMMARY A. PROVIDE PORTABLE FIRE EXTINGUISHERS AND MOUNTING BRACKETS WITHIN 75 FEET DISTANCE TO ALL PORTIONS OF SITE. FOR SHELTER OR CABINET SITES, THIS SHALL BE SECONDARY TO THE FIRE EXTINGUISHER PROVIDED AS PART OF THE STATE APPROVED COMMERCIAL COACH OR UL LISTED EQUIPMENT. 1.02 SUBMITTALS A. SUBMIT FOR REVIEW AND ACCEPTANCE PRODUCT DATA. 1.03 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS THAT HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PART 2 - PRODUCTS 2.01 MATERIALS A. FIRE EXTINGUISHERS: UL LISTED AND LAPCLeO UNITS, 2A:10B:C RATED: 1. MULTI-PURPOSE DRY CHEMICAL TYPE; LARSEN'S MP5-OR ACCEPTABLE ALTERNATE. FOR I B. MOUNTING BRACKETS: MANUFACTURER'S STANDARD BRACKET AND ACCESSORIES, SOTT FAZ k SUPPLIED WITH EXTINGUISHER. BY 1. SURFACE -MOUNTED. These plans have applicable cosies 3 hereby granted t i PART 3 - EXECUTION approval by all La)pli i .t The issuance or g 3.01 INSTALLATION approval of these l ermit or apr,ov A. INSTALL WITH WALL -HUNG BRACKETS AT LOCATIONS AND HEIGHT INDICATM AND or ordir;an e ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. authority to vioi;:t codes shall be valid. B. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ACCEPTED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. C. RESTORE DAMAGED FINISHES AND TEST FOR PROPER OPERATION. CLEAN AND PROTECT WORK FROM DAMAGE. END OF SECTION SECTION 13120 - PRE-ENGINEERED U.L. EQUIPMENT ENCLOSURE PART 1 - GENERAL 1.01 SUMMARY A. ATTACH PRE-ENGINEERED U.L. LISTED RADIO ENCLOSURE TO STEEL PLATFORM, ROOF CURB, CONC. SLAB 1.02 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WITH BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PART 2 - PRODUCTS 2.01 MATERIALS A. PRIMARY COMPONENTS: 1. STEEL PLATES, SHAPES, AND BARS: ASTM A 36. 2. FASTENERS: ZINC COATED FASTENERS DESIGNED FOR LOADING AND USE. B. ALL FERROUS METAL ITEMS ON EXTERIOR WALL OR EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED FINISH. PART 3 - EXECUTION 3.01 INSTALLATION A. RADIO ENCLOSURE IS A TYPE 3R, U.L. LISTED ENCLOSURE BY "SUNWEST ENGINEERING", INFRASTRUCTURE SOLUTIONS" OR "TELCO TECHNOLOGIES" OR "NORTEL". EQUIPMENT HOLDDOWNS / KLEATS ARE SPECIFIED BY MANUFACTURER, INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS. B. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. END OF SECTION CITY OF LAKE E L S I] O R E BUILDING DIVISION PERMIT # fak rncrrn=v o r IJACQ) Is Jacobs Enginooring Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 ENGINEER PPROVED IT ISSUANCE S & ASSOCI •j DATE y. u 4-94140 d ordinance. Authorization is sue a building permit pending 3nting of a permit based onshniinntheronstruedto ny violation of the applicableNopermitpresumedtogive r cancel the provisions of such O 10/20/14 ISSUED FOR FLP CON STR U CTI ON NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE w LnON 0a) W Q CIO w W 0 ce WO Z NNJ Q J Q r W O W e. Cl) r Q J TOWER OWNER SITE I0:- CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E03521 00 DATE: 09/02/14 SHEET NAME GENERAL INFORMATION SPECIFICATIONS SHEET NUMBER S P 5 4 to to X N Q w N to J J ZD ILL- V) iV) cn Q W Qf Q 0 w 0 w EL rn Z Q 0 DIVISION 16 - ELECTRICAL SECTION 16050 - ELECTRICAL PART 1 - GENERAL 1.01 SUMMARY A. PROVIDE ELECTRICAL SYSTEMS INCLUDING: 1. POWER 2. RECEPTACLE FOR MOBILE STANDBY GENERATOR 3. MANUAL TRANSFER SWITCH 4. GROUNDING SYSTEM 5. INSTALLATION OF UL LISTED RADIO EQUIPMENT ENCLOSURES FOR OUTDOOR EQUIPMENT LOCATIONS B. INSPECT AND TEST EXISTING GROUNDING SYSTEMS, NOTIFY VERIZON WIRELESS CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF ANY DAMAGED, MISSING, OR INADEQUATE COMPONENTS. C. INCLUDE PRIMARY SERVICE, TRANSFORMERS, GROUNDING, WIRING, CONDUITS, AND RACEWAYS AND ALL ACCESSORIES. D. PROVIDE TELEPHONE OUTLETS WITH CUTOUT, BOX AND PULL STRING ONLY. E. MODIFY AND EXTEND EXISTING SERVICE TO ACCOMMODATE NEW WORK. REMOVE EXISTING SYSTEMS AND WIRING THAT ARE ABANDONED. F. MAINTAIN FIRE ALARM SYSTEM IN OPERATION DURING CONSTRUCTION. G. COORDINATE WITH PROPERTY OWNER'S ROOM USES TO PROVIDE ADEQUATE SYSTEM FOR ALL CONTRACT AREAS. H. COORDINATE LOCATION OF NEW WORK TO AVOID INTERFERENCE WITH LOCATION OF EXISTING DUCTS, FIRE SPRINKLERS, OUTLETS, SWITCHES, AND LIGHT FIXTURE LOCATIONS. NOTIFY PROPERTY OWNER PRIOR TO CONSTRUCTION OF CONFLICTS THAT CANNOT BE RESOLVED. I. COORDINATE SCHEDULE OF TELEPHONE OUTLET COMPLETION WITH PROPERTY OWNER'S COMMUNICATIONS REQUIREMENTS AND INSTALLER AS APPLICABLE. J. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 1.02 SUBMITTALS A. SUBMIT FOR REVIEW AND ACCEPTANCE PRODUCT DATA AND RECORD DOCUMENTS. 1.03 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS THAT HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ARRANGEMENT OF SYSTEM INDICATED ON THE DRAWINGS IS DIAGRAMMATIC, AND INDICATES THE MINIMUM REQUIREMENTS FOR ELECTRICAL WORK. SITE CONDITIONS SHALL DETERMINE THE ACTUAL ARRANGEMENT FOR CONDUITS, BOXES, AND SIMILAR ITEMS. TAKE FIELD MEASUREMENTS BEFORE FABRICATION. BE RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. C: COMPLY WITH THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL REGULATIONS. PART 2 - PRODUCTS 2.01 MATERIALS A. CONDUIT: RIGID GALVANIZED METAL CONDUIT, INTERMEDIATE METALLIC CONDUIT, ELECTRICAL METALLIC TUBING FOR CONCEALED INTERIOR RACEWAYS, FLEXIBLE METAL CONDUIT, AND RIGID NONMETALLIC CONDUIT AS REQUIRED. B. EXPOSED METAL RACEWAYS BY WIREMOLD, WALKER PARKERSBURG OR ACCEPTED ALTERNATE WHERE WIRING CANNOT BE CONCEALED. C. BOXES: PROVIDE GALVANIZED STEEL OUTLET, JUNCTION AND PULL BOXES SIZED TO MEET REQUIREMENTS OF NATIONAL ELECTRICAL CODE. PROVIDE COVERPLATES AS REQUIRED. D. CONDUCTORS AND WIRING: 600 -VOLT INSULATION TYPE THWN OR THHN COPPER WIRING FOR BRANCH CIRCUITS. CONDUCTORS AWG NO. 12 SHALL BE SOLID. CONDUCTORS AWG NO. 10 AND LARGER STRANDED. MINIMUM CONDUCTOR SIZE AWG NO. 12. GREEN GROUND CONDUCTOR IN ALL RACEWAYS. OTHER SIZES AS REQUIRED BY SERVICE INTENDED. E. PANELBOARDS AS REQUIRED BY NATIONAL ELECTRICAL CODE. F. RECEPTACLE FOR STANDBY GENERATOR: INSTALL PROVIDED RECEPTACLE. G. TRANSFORMERS: HIGH VOLTAGE TRANSFORMERS SUITABLE FOR BUILDING REQUIREMENTS. H. LIGHTING: (4) SURFACE MOUNTED, WRAP-AROUND INTERIOR FLUORESCENT LIGHTS (TWO 48", 40W WARM WHITE LAMPS WITH INTERIOR SWITCH), ACRYLIC LENS COVERS, ONE PIECE PRISMATIC; (1) EXTERIOR MOUNTED INCANDESCENT LIGHT WITH PHOTOCELL AND INTERIOR SWITCH, EMERGENCY EXIT LIGHT; ILLUMINATED EXIT SIGNS. LITHONIA OR ACCEPTED ALTERNATE. J. RECEPTACLES: (4) DUPLEX RECEPTACLES, 20A/125V AND (1) DEDICATED FOURPLEX RECEPTACLE AT TELCO BOARD, 20A/125V. K. DC POWER CIRCUITS: (4) PIGTAILED IN A BOX (4) - 240VAC/20A DEDICATED CIRCUITS WITH #12 GA. FEEDS. PROVIDE 8' LEAD PER CIRCUIT. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE FOR EXPOSED WORK. COORDINATE WITH WORK OF OTHER SECTIONS. COMPLY WITH APPLICABLE REGULATIONS AND BUILDING CODE REQUIREMENTS. B. CONTACT LOCAL UTILITIES (POWER, TELCO) TO ENSURE PROPER COORDINATION PRIOR TO START. C. GROUP MULTIPLE JUNCTION BOXES, TELEPHONE AND ELECTRICAL OUTLETS TOGETHER ON WALL NOT MORE THAN 6 INCHES APART. AVOID BACK-TO-BACK BOX LOCATIONS. D. TEST ALL SYSTEMS FOR PROPER OPERATION. RESTORE DAMAGED FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE. COAT BUS BARS WITH NO -OX GREASE. END OF SECTION SECTION 16051 - UNDERGROUND ELECTRICAL SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. REQUIREMENTS FOR INSTALLATION OF UNDERGROUND SYSTEMS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 1.02 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. EACH PUBLICATION SHALL BE LATEST REVISION AND ADDENDA AND AMENDMENTS IN EFFECT ON DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED HEREIN, OR DETAILS ON DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO APPLICABLE PROVISIONS OF THESE SPECIFICATIONS: 1. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) -C2 (NATIONAL ELECTRIC SAFETY CODE) 2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)-NFPA 13 3. NEC (NATIONAL ELECTRICAL CODE) 4. OSHA (OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION) 5. UL (UNDERWITERS' LABORATORIES) 6. LOCAL CITY AND UTILITY COMPANY SPECIFICATIONS 7. UBC (UNIFORM BUILDING CODE) 1.04 SYSTEM DESCRIPTION A. DESIGN REQUIREMENTS: INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CABLE AND CONDUITS AS SPECIFIED HEREIN AND AS SHOWN ON DRAWINGS. B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE. PART 2 - PRODUCTS 2.01 GENERAL A. ITEMS SHALL BE NEW, STORED OFF THE GROUND, AND BE MAINTAINED IN A WEATHERPROOF CONDITION AND BE INSTALLED ONLY IF IN SUITABLE CONDITION. B. SUBSTITUTIONS FOR MATERIAL AND EQUIPMENT WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF ELECTRICAL ENGINEER. 2.02 MATERIALS A. ELECTRICAL AND TELEPHONE CABLES, CONDUIT, AND OTHER MATERIALS SHALL BE UL LISTED AND APPROVED BY LOCAL UTILITY. ALL 45 DEGREE AND 90 DEGREE BENDS SHALL BE PVC COATED RIGID GALVANIZED STEEL OR SCHEDULE 40 PVC, WHICHEVER IS APPROVED BY CODE. B. REFER TO DRAWINGS FOR CONDUIT AND CABLE TO BE USED. PART 3 - EXECUTION 3.01 PREPARATION A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. B. CONTACT LOCAL UTILITIES (GAS, WATER, POWER, TELEPHONE) TO ENSURE NO UNDERGROUND PIPES OR CONDUITS ARE IN EXCAVATION. 3.02 INSPECTION A. VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUIT, AND OTHER ITEMS SHALL BE MADE BEFORE THOSE ITEMS ARE PERMANENTLY INSTALLED. 3.03 INSTALLATION A. TRENCHING, BACKFILLING, AND COMPACTION SHALL COMPLY WITH POWER AND TELCO UTILITY SPECIFICATIONS. B. DIG TRENCHES TO REQUIRED DEPTH AS SHOWN ON DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES AND SHARP EDGED MATERIALS FROM BOTTOM OF TRENCH AND FIRMLY TAMP LOOSE FILL IN TRENCH BEFORE CONDUIT IS LAID. C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3 INCH TO 100 FOOT SLOPE OR AS INDICATED IN DRAWINGS. D. PROVIDE BEDDING AND BACKFILL IN ACCORDANCE WITH EARTHWORK SPECIFICATION. E. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 6 INCHES ABOVE FINISH GRADE ELEVATION. ALL STUB -UPS SHALL BE ((PVC COATED)) RIGID GALVANIZED STEEL OR SCHEDULE 40 PVC, WHICHEVER IS APPROVED BY LOCAL CODE. F. WHEREVER CONDUITS CROSS UNDER ROADWAYS USE (PVC COATED) RIGID GALVANIZED STEEL CONDUIT IN ALL CASES, EXTENDED 5 FEET BEYOND EDGE OF ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 30 INCHES BELOW ROADWAY GRADE. G. MARK UNDERGROUND UTILITIES WITH A YELLOW POLYETHYLENE TAPE BURIED UNDER GROUND SURFACE DIRECTLY OVER CONDUITS (TAPE WIDTH AND BURIAL DEPTH DETERMINED BY TRENCH/UTILITY TYPE - SEE SHEET E-4 DETAIL 6). MARK TAPE AS FOLLOWS: CAUTION -BURIED ELECTRICAL CABLE". MARKING TAPE SHALL BE ACID AND ALKALAI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MAKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE A MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND BE MANUFACTURED WITH INTEGRAL WIRES, FOIL BACKING, OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. METALLIC CORE OF TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. H. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS DUXSEAL, OR AN ACCEPTED ALTERNATE. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER -LIKE INSULATIONS, LEAD, ALUMINUM, OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. J. AFTER INSTALLATION ALL CONDUIT MUST BE SWABBED TO ENSURE THAT NO FOREIGN MATERIAL EXISTS WITHIN THE CONDUIT. CAP OPEN ENDS AFTER SWABBING. K. ALL CONDUIT SHALL BE CUT WITH THE LONGITUDINAL AXIS AND REAMED OUT UNTIL FREE OF BURRS AND SHARP EDGES. L. PROVIDE 2-1/2" SCHEDULE 40 PVC CONDUIT TO SHELTER IN 12" X 24" DEEP TRENCH. ATTACH TO SERVICE ENTRANCE 'BOX ON SHELTER EXTERIOR. EXTEND FROM SHELTER TO A POINT DESIGNATED BY ELECTRIC UTILITY PERSONNEL AND DEADEND. INSTALL A PULLSTRING WITH MINIMUM 75 POUND TENSILE STRENGTH WITHIN CONDUIT. AFTER ELECTRIC UTILITY HAS INSTALLED POWER LINE, SEAL INTERIOR AND EXTERIOR CONDUIT END WITH PUTTY OR CAULK. M. PROVIDE 3" PVC CONDUIT TO SHELTER IN 12" X 24" DEEP TRENCH. ATTACH TO SHELTER WITH A 3" LB AND REDUCING BUSHINGS. EXTEND TO A POINT DESIGNATED BY TELEPHONE COMPANY PERSONNEL AND DEADEND. INSTALL A PULLSTRING WITH MINIMUM 75 POUND TENSILE STRENGTH WITHIN CONDUIT. AFTER TELEPHONE COMPANY HAS INSTALLED LAND LINE, SEAL INTERIOR CONDUIT END WITH PUTTY OR CAULK. END OF SECTION SECTION 16745 - TELECOMMUNICATIONS WIRING COMPONENTS (COAXIAL ANTENNA CABLE) PART 1 - GENERAL 1.01 SUMMARY A. INSTALL ANTENNAS AND ASSOCIATED HARDWARE AS FURNISHED. B. INSTALL COAXIAL CABLE FINISHED. C. GROUNDING OF COAXIAL CABLES. D. SWEEP TEST. E. CERTAIN MATERIALS AND PRODUCTS WILL BE FURNISHED BY WIRELESS CARRIER: REFER TO DIVISION 1, GENERAL REQUIREMENTS IN THIS SPECIFICATION, FOR A LIST OF THESE ITEMS. PICK UP AND DELIVER TO SITE ALL WIRELESS CARRIER FURNISHED ITEMS. 1.02 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE. PART 2 - PRODUCTS 2.01 MATERIALS A. ANTENNAS: PANEL ANTENNAS AND ASSOCIATED HARDWARE AS FURNISHED. B. COAXIAL CABLE: AS FURNISHED. C. COAXIAL CABLE GROUNDING KITS: ANDREW #204989 SERIES. D. WEATHERPROOFING KIT: ANDREW #221213. E. CABLE ENTRY PLATE "WAVEGUIDE": MICROFLECT 81118, 4" DIA, 4X4 CONFIGURED, 16 PORTS WITH CAPS AND TOWER LIGHT PENETRATION. F. WAVEGUIDE ENCLUSURE: AS SUPPLIED. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL ANTENNAS AND ASSOCIATED MOUNTING HARDWARE PER MANUFACTURER'S RECOMMENDED STANDARDS OF PRACTICE. B. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND PAD MOUNTED ELECTRONIC EQUIPMENT PER MANUFACTURER'S RECOMMENDED STANDARDS OF PRACTICE. WEATHERPROOF ALL CONNECTORS BETWEEN ANTENNA AND ELECTRONIC EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE 1 FOOT IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE NOTED. C. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND ELECTRONIC EQUIPMENT PER MANUFACTURER'S RECOMMENDED STANDARDS OF PRACTICE. WEATHERPROOF ALL CONNECTORS BETWEEN ANTENNA AND ELECTRONIC EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE 1 FOOT IN EXCESS OF EQUIPMENT LOCATION U.N.O. 3.02 ANTENNA AND COAXIAL CABLE GROUNDING A. PANEL ANTENNA COAXIAL CABLES SHALL HAVE A MINIMUM OF FOUR (4) APPROVED GROUND KITS WITH GROUNDING STRAPS INSTALLED ON EACH CABLE. ALL GROUND KITS TO BUS BARS CONNECTIONS SHALL BE MADE USING TWO HOLE LUGS. GROUND KITS SHALL BE INSTALLED IN STRAIGHT RUNS OF COAXIAL CABLE WITHIN 6 INCHES OF CABLES' CHANGE IN DIRECTION OR ENTRANCE INTO SHELTER OR WAVEGUIDE. FOR RAW LAND PROJECTS: ONE (1) KIT SHALL BE INSTALLED WITHIN 6 INCHES OF -ANTENNA JUMPER CONNECTION WITH GROUND KIT CONNECTED TO TOWER ASSEMBLY WITH TWO HOLE LUG CONNECTIONS. ONE (1) KIT SHALL BE INSTALLED AT BASE OF TOWER JUST BEFORE COAXIAL CABLES RUNS HORIZONTALLY TO SHELTER;CABLES SHALL BE SLOPED 1 INCH IN 10 FEET AWAY FROM SHELTER TO PREVENT WATER FROM ENTERING SHELTER. ONE (1) KIT SHALL BE INSTALLED AT OUTSIDE OF EQUIPMENT SHELTER TO HATCH PLATE WAVEGUIDE PORT. IF TOWER IS OVER 200 FEET TALL A GROUND BAR MUST BE INSTALLED AT THIS POINT. GROUND BAR MUST THEN BE CONNECTED TO POLE TO ENSURE A POSITIVE GROUND. BUS BARS AT BASE OF TOWER AND ENTRANCE TO SHELTER SHALL BE EXOTHERMICALLY GROUNDED TO EGR VIA NO. 2 SOLID TINNED COPPER WIRE. B. WEATHER SEAL ALL EXTERIOR NO. 6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS WITH ANDREW CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE #221213 OR ACCEPTED ALTERNATE. C. INSTALL ALL COAXIAL CABLE GROUNDING KITS ON STRAIGHT RUNS (NOT WITHIN BENDS) OF COAXIAL CABLE PRIOR TO ANY DOWNWARD SWEEPS. 3.03 COAXIAL CABLE IDENTIFICATION A. PROVIDE IDENTIFICATION AND UNIFORM MARKING OR ANTENNA CABLING. MARKINGS SHALL BE MADE BY USE OF 3 METER COLORED, 1 INCH WIDE TAPE AFFIXED AT FOUR PLACES ON THE COAXIAL CABLE RUN. 1. FIRST, AT END OF COAXIAL CABLE NEAREST ANTENNA (AT CONNECTION OF COAXIAL CABLE AND JUMPER). 2. SECOND, AT BASE OF TOWER STRUCTURE. 3. THIRD, AT A POINT OUTSIDE THE EQUIPMENT SHELTER PRIOR TO ENTERING THE SHELTER. 4. FOURTH, INSIDE EQUIPMENT SHELTER, AT A POINT ON COAXIAL CABLE APPROXIMATELY 10 INCHES FROM THE WAVEGUIDE ENTRY PORT. B. COLOR CODE COAXIAL CABLES AS INDICATED IN DRAWINGS. 3.04 TESTING A. PROVIDE FOUR (4) COPIES OF ANTENNA AND COAXIAL CABLE SWEEP TEST RESULTS. SWEEP TESTS SHALL BE PERFORMED AS PER CARRIER STANDARD FIELD COAX TEST. END OF SECTION TES Woo verizo wireless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PREPARED BY iA.CID IM Jacobs Engineering Group. Inc - 3161 MICHELSON DRIVE 9500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 ENGINEER S Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 DESIGN REVISIONS 8445 Freeport Parkway, Suite 375, Irving, Texas 75063 oFE55I0Ng4 Fy Q JJ NGEIcr2m NOT VALID WITHOUT SIGNATURE AND DATE Analysis Result: u 80988 Max Structural Usage: 79.9% [Pass] F CII/) Pti Report Prepared By: Kyle Wyant 1F0 TES Project Number: 12216 Page 1 - September 10, 2014 CITY OF LACE ELS!NORE BUILDING DIVISION PERMIT VtrKILVIN blit 1 OW UJ N Q cn 00 V O M Y Z W J V5 J V.- W O W J TOWER OWNER SITE ID: CA45527 rr-,rr r-,uv u . - JAPPROVED BY DESIGNED BY: PROJECT NO: DATE: 751-11=1=1 NAM M. GEISLER L. PAYNE E0352100 09/02/14 GENERAL INFORMATION SPECIFICATIONS SHEET N PROVED F O_ R CE SCOTTIAZS & ASSOCIATE - Structural Analysis Report DATE BY -_---- t8 These plans ha ,e b revlewe d dhetelee Authorization is Existing 75 ft. EEI Monopole applicable .col; :.s n 1 ordinance. building permit PendingCustomerName: SBA Communications Corp hereby g rantei, to 5 ue a Customer Site Number;CA45527-A by all a ,p IiC I Customer Site Name: Machado approval r of a permit based onCarrierName: Verizon Wireless The issuance or nting rued to Site Location: 16401 Lakeshore Dr.a pp roval of tt ase I violation of the applica e Lake Elsinore, California 92530 permit or apK ` ov codes or ordi :an a yNo permit presumed to give of suchRiversideCounty authority to vi %lat O cancel the provisions Latitude: 33.688444 codes shall be % alid. ISSUED FOR Longitude: -117.374583 O 10/20114 FLP CONSTRUCTION NO. DATE REVISIONS BY oFE55I0Ng4 Fy Q JJ NGEIcr2m NOT VALID WITHOUT SIGNATURE AND DATE Analysis Result: u 80988 Max Structural Usage: 79.9% [Pass] F CII/) Pti Report Prepared By: Kyle Wyant 1F0 TES Project Number: 12216 Page 1 - September 10, 2014 CITY OF LACE ELS!NORE BUILDING DIVISION PERMIT VtrKILVIN blit 1 OW UJ N Q cn 00 V O M Y Z W J V5 J V.- W O W J TOWER OWNER SITE ID: CA45527 rr-,rr r-,uv u . - JAPPROVED BY DESIGNED BY: PROJECT NO: DATE: 751-11=1=1 NAM M. GEISLER L. PAYNE E0352100 09/02/14 GENERAL INFORMATION SPECIFICATIONS SHEET N c O U 0 c 0 O N U O O O CI - 0) CD :3 D U— 3 c oL E cD a) rn c c CL) . m c >% o, c c 0 w . N c 0 o U o s 0 O O }, cL - CLQ) o Nsco U r- 0 0 N j c 3 0 3 s 0 c ..c rn in 3 m v rn c 0 •3 0-0 C 00 .- s 3 O E? 0 0 to U) i 0O W c' U • O o Z U i co x d - V Q w I_V V) J J w In En Q w ry w 0 J n cD z Q Elf CONSTRUCTION NOTES: 1. CONTRACTOR IS TO REPAIR ALL DAMAGE RESULTING FROM CONSTRUCTION BACK TO PRE CONSTRUCTION CONDITION AT COMPLETION OF WORK. 2. CONTRACTOR SHALL COORDINATE SITE ACCESS TIMES AND EQUIPMENT STAGING LOCATIONS WITH TOWER COMPANY. 3. CONTRACTOR SHALL VERIFY ALL WORK WITH 'VERIZON WIRELESS' PRIOR TO STARTING PROJECT. 4. CONTRACTOR TO VERIFY ALL EXISTING EQUIPMENT, CABLES AND ANTENNAS THAT ARE INSTALLED PRIOR TO START OF CONSTRUCTION. NOTIFY RF IF SCOPE OF WORK DIFFERS FROM VERIZON WIRELESS' RF DESIGN. 5. CONTRACTOR SHALL INSPECT EXISTING EQUIPMENT FOR CONDITION AND FUNCTIONALITY. CONTRACTOR SHALL ALERT VERIZON WIRELESS CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF ANY DAMAGED, NON-FUNCTIONAL, OR MISSING EQUIPMENT PRIOR TO REPLACEMENT. EXISTING STORAGE BUILDING r A \ r r A \ r r EXISTING r ACCESS A \ T HALLWAY N) VERIZON WIRELESS EQUIPMENT RACKS INSTALLED IN EXISTING EQUIPMENT ROOM (SEE SHEET A6) EXISTING DOOR ACCESS (TYP.) EXISTING CABLE LADDER (TYP.) r r EXISTING DOOR r ACCESS A \T T' I_ 0021 A \ T r A \ l EXISTING POWER A \r ROUTE TO METER \ A r FIELD VERIFY) \ T T A \ A r\ r ISTING C UNI EXISTING V C UN11 BATTERY XISTING \ TELCO RACK / \ o BOX o EXISTING A' PANEL TOLL RACK REPLACED GPS ANTENNA NP. OF 2) EXISTING MTS / PANEL d EXISTING METER BE REUSED EXISTING TELCO 1 EXISTING TELCO BACKBOARD EXISTING EQUIPMENT BY OTHERS) 12'2'34" f EXISTING A/C UNIT CONTROL (TYP.) EXISTING CABLE BRIDGE (TYP.) EXISTING WOODEN FENCE WITH EXISTING STACKED BLOCK A/C UNI COLUMNS (TYP.) EXISTING EXISTING EXISTING CABLE fONOPWE A/C UNI BRIDGE (TYP. BY TOWER OTHERS) REPLACE EXISTING GENERATOR PLUG WITH APPLETON E11985 PLUG Q f Q EXISTING EQUIPMENT H -FRAME (TYP.) EXISTING BALLARD (TYP.) Q EXISTING TELCO BOX EXISTING TELCO ROUTE TO H -FRAME (FIELD VERIFY) ENLARGED SITE &EQUIPMENT PLAN FULL SIZE PLOT: SCALE: 3/8"= 1'-0" HALF SIZE PLOT: SCALE: 3/16"= 1'-0" 0 EXISTING TELCO ROUTE FROM H -FRAME TO TELCO BOX (FIELD VERIFY) EXISTING EQUIPMENT (TYP. BY OTHERS) C-) T EXISTING STORAGE A; BUILDING EXISTING CHAIN LINK FENCE (TYP.) EXISTING ACCES GATE (TYP.) APPROVED FOR PERMIT ISSUANCE SCOTT FAZFKAS & ASSOCIATES, INC. BY DATE These plans ".ave teen reviewed for adheren to the applicable codes / e rdl ball ergAon ispero It pn isending hereby gr rtFd approval b;' C`i``" `city agencies. e cr ranting of a p rmit based onTheisL:.1nc K s , glans shall no be construed to apprcval of t,1e.. p vi -la of the applicable permit or Gpprove any resumed to give codes or ord1.n")nce. No per It provisions of such authority to v or cancel he p codes shall be valid. OV" R51 VERSa_ 1I FARE OEi`AiFR IOC` B _.6OO e ,FSS DATEA151:..Y._. C tiSL ar - irjE 1 1RF J~j'S . leaf M RV'i AiTi.. FOR PL l,;tl. VAiTbD FOP, ME YEAR SUBJECT TO CODES CITE' OF LAKE ELS I NORE Et_i ILDING DIVISION PERMIT #. Woo IferY 0 wireless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 h'FiE=F'ANtU t3Y AM Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-2504816 FAX: 949-224-7501 rtNCalNttFi .5'CH UC51CaN hiCV15I(JN O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE ID: 7 CA45527 APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 09/02/14 51'itE=1 NAMt ENLARGED SITE PLAN SHEET NUMBER c O U v O a U O O O 0 . o d U L> • Q) H O J U — 1. c o E cD 0 rn c C C Q) .c a c c c w . CO c v o U N JD O O A L O u) d•- O C N N NC O U N C o 3 L O 3 rn =3 O c t rn in 3 a v rn c O 3 a c yv •_ 3 O v a) Cn U) F: L_ I- U • O o Z U to x I- N a L.LJ N V) I J L.1_ W U) Q W ry Q 0 W 0 c z EXISTING MONOPINE T( GAMMA SECTOR ANTENNAS LINK. AZIMUTH ALPHA SECTOR ANTENNAS UNK. AZIMUTH Irl7lkl/'% ANTENNA ECTOR TAL 12'2'34" ANTENNA PLAN (EXISTIN( 0 FULL SIZE PLOT: SCALE: 3/8"= 1'-0" z HALF SIZE PLOT: SCALE: 3/16"= 1'-0" 1 0 1 21 4 6 EXISTING ""'T"'"'^ 2 PEI 6 NEW VERIZON WIRELESS ANTENNA 2 PER SECTOR 6 IN TOTAL EXISTING MONOPINE TO1 VERIZON BETA SECTOR ANTENNAS 240' AZIMUTH VERIZON 1 i 1l I • ^ r -^-r^ M 12'2'34" o z ANTENNA PLAN (FINAL) FULL SIZE PLOT: SCALE: 3/8"= 1'-0" HALF SIZE PLOT: SCALE: 3/16"= 1'-0" 0 1' 2' 4' 6' EXISTING MONOPINE BRANCH (TYP.) ANTENNA MOUNT (TYP.) BETA SECTOR ANTENNAS LINK. AZIMUTH RELESS ANTENNA EXISTING MONOPINE BRANCH (TYP.) NTENNA MOUNT (TYP.) RIZON IA SECTOR JTENNAS AZIMUTH 3 NOT USED NOT TO SCALE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. BY DATE These plans have hien reviewed for adherence to the applicaLi_, codes and ordinance. Authorization is hereby grant_=+ to issue a building permit pending approval by a'I at c';cuC!e City aaenc,es. The iss!lance or ,"anting of a permit based on approval of tnes_, ,-; ans shall not be construed cable permit or ap r,. , c any violation of the app codes r o ive authority to cancel the presumed ons of such codes shall be valid. CITY OF LACE ELSINORE BUILDING DIVISION PERMIT # PREPARED FOR Woo Ve f nwirrel ,s 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 rrcCr vHt=U 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 UCZ3IL71V h4tVIb19.-JIVb O 10/20114 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE ID: TOWER OWNER SITE ID: CA45527 APPROVED BY: DESIGNED BY: PROJECT NO: DATE: Shift= 1 NAM M. GEISLER L. PAYNE E0352100 09/02/14 ANTENNA ORIENTATION SHEET NUM A-3 err Cl O ad N Q O V O y GC m Q CO) J Q WoW cr) r Q J TOWER OWNER SITE ID: CA45527 APPROVED BY: DESIGNED BY: PROJECT NO: DATE: Shift= 1 NAM M. GEISLER L. PAYNE E0352100 09/02/14 ANTENNA ORIENTATION SHEET NUM A-3 err C O U D C D 0 P U o o+, a a> :3 I— N V a 3 a c o E C -D 0 rn o, c a> ._ C A C C D Ld -D OC 0 D 0-0U D N t, D •— O O Q>cn oQ•— a N U C v a> c }' 3 L 0 3 s 0 C F 3 a> C a> 3 0-0 C WD .— L 3 0 E! a> O co 0 C0 s o U •T O 0 Z 0 rx/IflTIk I/N AAITrA IAIA CLLV. U —U MUL. SOUTHWEST ELEVATION (EXISTING FULL SIZE PLOT: SCALE: 3/16"= 1'-0" HALF SIZE PLOT: SCALE: 3/32"= 1'-0" 0 GE EXISTING ANTENNA 2 PER SECTOR 6 IN TOTAL TOP OF EXISTING MONOPINE TOWER ELEV. 75'-0" AGL CENTERLINE OF (N) VERIZON WIRELESS A ELEV. 73'-0" AGL N) VERIZON WIRELESS ANTENNA 2 PER SECTOR 6 IN TOTAL CENTERLINE OF EXISTING ANTENNAS (OTHER CENTERLINE OF EXISTING ANTENNAS (OTHER NAS EXISTING 75'-0" MONOPINE TOWER N) COAXIAL CABLES TO BE INSTALLED INSIDE MONOPINE TOWER EXISTING CABLE BRIDGE BEHIND FENCE REPLACED GPS ANTENNA (TYP. OF 2) EXISTING EQUIPMENT ROOM INSIDE OF STORAGE BUILDING TOP OF EXISTING WOODEN FENCE FINISH GRADE ELEV. 0'-0" AGL NOTE: EXISTING TOWER INFORMATION IS PROVIDED FOR REFERENCE ONLY. JACOBS ENGINEERING GROUP INC. IS NOT RESPONSIBLE FOR THE ANALYSIS/DESIGN OF THE EXISTING TOWER, ITS CONNECTIONS & FOUNDATIONS. A STRUCTURAL ANALYSIS OF THE EXISTING TOWER AND FOUNDATIONS TO BE PERFORMED BY OTHERS. CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS AND ANY MODIFICATIONS TO THE TOWER OR FOUNDATION THAT ARE NEEDED MUST BE PERFORMED PRIOR TO THE INSTALLATION OF THE EQUIPMENT SHOWN ON THESE DRAWINGS. EXISTING ANTENNA MOUNT (TYP.) N) VERIZON WIRELESS ANTENNA 2 PER SECTOR 6 IN TOTAL APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. By DATE These plans have been reviewed for adherence to the applicable codcs ; nd ordinance. Authorization is hereby granted to issue a building permit pending approval by all a, p,;c;anie City agencies. The issuance or granting of a permit based on approval cf tlherse pians shall not be construed to permit or approve any violation of the applicable codes or ordinance. No permit presumed to give authority to viol,,te or cancel the provisions of such codes shall be valid. EXISTING CABLE BRIDGE BY OTHERS) SOUTHWEST ELEVATION ( FULL SIZE PLOT: SCALE: 3/16"= 1'-0" HALF SIZE PLOT: SCALE: 3/32"= 1'-0" 0 4' 8' 12' EXISTING WOODEN FENCE TYP.) EXISTING STORAGE BUILDING CITY OF LAKE ELSINORE FINAL) BUILDING DIVISION PERMIT # rr-ticrrrl u wr-. --- veriz.oPwireless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 rrsCrP.r-{t=u n J&cu) IS Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 DESIGN HEV151UN5 O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE ID: 0 O LO 0 N C wQQof o Q Ww OcoW two M i Z W Q J J Q r W W co Q J TOWER OWNER SITE ID: CA45527 r-M=rrr•.ncv o r — APPROVED BY: DESIGNED BY: PROJECT NO: DATE: I M. GEISLER L. PAYNE E0352100 09/02/14 SOUTH ELEVATION SHEET NU A-4 I---- r i ill I ll .— r I' IF C O U v c v o U ( D v o 0 d U c, a a> v Cf) F— o U -_ C 3 Q O cOc L C a) c C •L D . a Q' vc w co C D o U Q) O 'C O 9, L- 0- a•- a C a) a Cl) c U C _ v a) C '~ 3 L O 3 s In =3 0 C y 3 a v rn v •3 v L- 0-0 C NO .- t tm C 3 O d O m O 17) O U •T O o Z U CD x d - V Q W IV Lor) J J LL w L Q w Q 0 LIQ C) J r z Q 0 r\/Ir`TIA III AAITrA IAIA r-1-11 V. U —U /HI7L EAST ELEVATION (EXISTING' FULL SIZE PLOT: SCALE: 3/16"= 1'-0" HALF SIZE PLOT: SCALE: 3/32"= 1'-0" 0 4' 8' 12' CHAIN NCE (TYP.) r\/Ir-rit, 1/S AAITrAIA IA LLLV. U —U HILL NOTE: EXISTING TOWER INFORMATION IS PROVIDED FOR REFERENCE ONLY. JACOBS ENGINEERING GROUP INC. IS NOT RESPONSIBLE FOR THE ANALYSIS/DESIGN OF THE EXISTING TOWER, ITS CONNECTIONS & FOUNDATIONS. A STRUCTURAL ANALYSIS OF THE EXISTING TOWER AND FOUNDATIONS TO BE PERFORMED BY OTHERS. CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS AND ANY MODIFICATIONS TO THE TOWER OR FOUNDATION THAT ARE NEEDED MUST BE PERFORMED PRIOR TO THE INSTALLATION OF THE EQUIPMENT SHOWN ON THESE DRAWINGS. EAST ELEVATION (FINAL) FULL SIZE PLOT: SCALE: 3/16"= 1'-0" HALF SIZE PLOT: SCALE: 3/32"= 1'-0" 0 4' 8' 12' 3 ANTENNA INC. ence to the rization is nit pending based on onstrued to applicable ned to give ins of such CHAIN NCE (TYP.) CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT# a rn rr.n u rvn verffonwireiess 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 rn=rr.n=v o r 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 LJC.IL71V 1^SCVI.IC..IIV O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE ID: 0 Li. L 0 N cn WQwQ 0Qow W0U)w W o eZ mQ— W C) W co J TOWER OWNER SITE ID: CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 09/02/14 SHEET EAST ELEVATION SHtt 1 NUM A-5 X N Q LLJ N Lf) J J L.L. M W V) Q W o' o W C) 0- z Q 0 2142" NOTE: VERIFY ALL DIMENSIONS 1 _gy4" NOTE: VERIFY ALL DIMENSIONS 1 -4 & CONDUIT REQUIREMENTS A/C RACEWAY PER i PREPARED FOR CONDUIT REQUIREMENTS o W/MANUFACTURER W MANUFACTURER 1'-1 1 " MANUFACTURER COMMOSCOPE SBNH-1 D6565A RADOME MATERIAL: FIB.GLASS. UV RESISTANT COLOR: LIGHT GRAY V rff n i lessNRADOME3/4" DIAMETER 23 RACK 3/4" DIAMETER I . I BOLT HOLES DIMENSIONS: HxWxD: 50.9" X 11.9" x 7.1" 15505 SAND CANYON AVENUE BOLT HOLES WEIGHT W/O BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 MCA PRE MOUNTED BRACKETS: 32.0 LBS 949.286.7000 F-*- 2.25" I -w— 2.125 o o CONNECTOR: 4 x 7/16 DIN FEMALE PLAN PLAN PREPARED BY MONITORING/ CONTROL o) o Jacobs Engineering Group. Inc. I I I 218 LBS. I l IM81, RECTIFIERS 3161 MICHELSONDRIVE #500 IRVIN• 12 00 MAX I 00 L PHONE:949 25061816 FAX: 949-224-7501 IENGINEERL SEAL J F 1. 218 LBS.IzMAX w I I ( 7.1" ° ° i r o o Li OPTIONAL I C 751!0 z BATTERY Expr2 1 r . RBS 6202 (SEE n TRAYS II ANTENNA SPECIFICATIONS 11.9 crvn AA DETAIL ° II 4 0 0 0 0 SCALE: NOT TO SCALE FRONT SIDE DESIGN REVISIONS 0 0 0 0 0 0 o ' o ANCHOR BOLT (TYP.) SEE DETAIL 5) ANTENNA PER dLl FRONT SIDE d FRONT SIDE PLAN(TYP.) TYP ANCHOR BOLT (TYP.) ANCHOR BOLT (TYP.) arw% 00 01TOLL RACK (SEE DETAIL 5) L.T.E. RACK (SEE DETAIL 5) POWER PLANT SCALE: NOT TO SCALE SCALE: NOT TO SCALE2 SCALE: NOT TO SCALE O 10/20/14 ISSUED FOR FLP CONSTRUCTION ANTENNA MOUNTING PIPE (TYP.) NO. DATE REVISIONS BY INSTALL "" 0 ANCHOR BOLTS, MIN. (1) PER CORNER, EMBED 3 54.62" NOT VALID WITHOUT SIGNATURE AND DATE4" INTO 6" CONCRETE SLAB, LOCATE EQUIPMENT AND BATTERY RACKS TO MAINTAIN 3 1" MIN. SPACING OF ANCHORS. FOLLOW4 MOUNTING BRACKET SUPPLIED WITH VERIZON SITE ID: MANUFACTURER INSTRUCTIONS FOR ANCHOR INSTALLATION & ^.= BOLT HOLE LOCATIONS. FOR CONCRETE SLAB 5" OR LESS IN z `= t WEIGHT PER BATTERY RACK UNIT (INSTALLED): 4,518 LBS ANTENNA (TYP.) O THICKNESS PROVIDE "O ANCHOR WITH 2 EMBED (USE HILTI : ; Q TOTAL WEIGHT OF (2) INSTALLED BATTERY RACKS: 9,036 LBS APPROVED FOR PERMIT ISSUANCE M0y. KB -TZ EXPANSION ANCHORS OR EQUIVALENT NOTE: SCOTT FAZEKAS &ASSOCIATES, IN BY DATE N ANCHOR BOLT DETAIL ':: CONTRACTOR MUST UTILIZE ALL ANCHOR BOLT LOCATIONSO These plans have keen reviewed for adheren t ti the is W5SCALE: NOT TO SCALE 0 O 0 IN BATTERY RACK BASE FRAME PER MANUFACTURERS applicable cod4=s d ordinance. Appermitherebygranter' is ,.ue a building permit by City agencies. a en ding Q INSTRUCTIONS approval all a u'.c<ble O The issuance or granting of a permit b approval of these plans shall not be cons permit or prove an violation of the aANTENNAMOUNTINGpy u li t on Q •+ d to = W able c/ 017.44'° ERICSSON RBS 6202 TOP 6 codes or ordnance. No permit presumed SCALE: NOT TO SCALE authority to violate or cancel the provisions codes shall be valid. f give such W O CABINET -218 LBS. MAX e Z O VENT LOUVERSr\ Q 1, 0o o MOUNT TO RACK PER o ° ° ° ° ° POWER CELL NOTE: -.- DETAIL IS SCHEMATIC. ACTUAL , W c., MANUFACTURER RECOMMENDATION, MIN. TERMINAL POSTS — — — — — — — _ — — EQUIPMENT WILL VARY „' O W 2) 5/8 BOLTS EACH Np) 0 ° ° O SIDE, (4) BOLTS TOTAL Q © I— 19.69" —-IPOWER CELL POST _ _ - - _ _ _ _ _ _ SHIELD MOUNTING '- BRACKET ' © TOWER OWNER SITE ID: TOP CONNECTOR TYP. I0 AAAA 0 ° ° 0 '• CA45527 o 0 o 0 10 1 ° ° N E)`t ED TERMINAL PROTECTOR PREPARED BY APPROVED BY: M. GEISLER SHIELD 0 0 0 0 0 0 0 ° - - - - - - - - - - POWER r s DESIGNED BY: L. PAYNE o CZ, Ah, TYPL o 0 0 0 0 0 001 0 0 TYP.) PROJECT NO: E0352100 O DATE: 09/02/14 SHEET NAMEFRONT' SIDE Ask 1 FLOOR 01 o ° o RoVfAL MOUNTING BAS11 E: AVE,{C'e'FI°tt O F LAK DETAILS j — ---- yr,r L YOfL, -^ _-LS rrqj5, i I# B0011000000 O O O pLO O O] M Ak O O O Jot h ..- GF1rr0%FLAN V F1 r.Y SHEET NUMBER 54.62" PERMIT # A-6RBS6202QBATTERYRACKFRONTSIDEANCHORBOLT (TYP.) V 9 BATTERY RACK SHIELD SCALE: NOT TO SCALE SCALE: NOT TO SCALE (SEE DETAIL 5) SCALE: NOT TO SCALE — tit ' MM C 0 U v 0 U o o+, a0 y v U - 3 o °c' L C cD rn Q, •c c 0 . c v w rn U N o - 0 u) a• - a a N s 0o U v aD c +' 3 O 0 c ..c 0 0 O c O •3 v 0_0 C.0v 3 0 v 0 En U3 L L;j a' U • O o Z c) X N Q w N V) J 0 w V) V) a w o' a 0 w 0 J a_ V) z 0 GENERAL ELECTRICAL NOTES: 1. SCOPE: PROVIDE LABOR, MATERIALS, AND EQUIPMENT, ETC., REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY REGULATIONS, AND APPLICABLE REQUIREMENTS OF LATEST EDITIONS OF ALL GOVERNING CODES. 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. 5. SUBMITTALS: SUBMIT BROCHURES FOR APPROVAL ON SERVICE DISCONNECTING MEANS AND OTHER MAJOR SYSTEM COMPONENTS. 6. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 7. EQUIPMENT: CONNECT ELECTRICALLY OPERATED EQUIPMENT. 8. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES & SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 9. IDENTIFICATION: IDENTIFY SERVICE DISCONNECTING MEANS WITH PERMANENT NAMEPLATE. 10. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. 11. CUTTING AND PATCHING: PROVIDE CUTTING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE WITH EXISTING CONSTRUCTION. 12. DITCHING AND BACKFILL: PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES. 13. RACEWAYS: UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDUIT (MEET NEMA TC2 - 1990). EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL CONDUIT BEFORE RISING ABOVE GRADE IN AREAS SUBJECT TO DAMAGE. PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LB. TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 24" RADIUS. RGS CONDUITS, WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. 14. SUPPORTS: AS REQUIRED BY THE NEC. 15. CONDUCTORS: USE 98% CONDUCTIVITY COPPER WITH TYPE XHHW-2 INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 16. CONNECTORS FOR POWER CONDUCTORS: USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR X10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR #8 AWG AND LARGER. 17. SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. COORDINATE AND PAY ALL FEES. 18. TELEPHONE SERVICE: PROVIDE EMPTY CONDUITS WITH PULL WIRES AS INDICATED ON DRAWINGS. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED WITHIN THIS DESIGN PACKAGE. DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO BIDDING. GENERAL GROUNDING NOTES: 1. SITE GROUNDING SHALL COMPLY WITH GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 2. GROUND RODS: A. 5/8" x 10' LONG COPPER CLAD STEEL B. STANDARD SPACING: 10' C. TOP SHALL BE A MINIMUM OF 2'-6" BELOW BASE OF GRAVEL 3. GROUND CONDUCTORS: A. #2 BARE TINNED SOLID COPPER UNLESS INDICATED OTHERWISE B. WHEN DIRECTION OF CONDUCTOR CHANGES, IT SHALL BE DONE GRADUALLY C. ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH CONCRETE SLABS. D. GROUND RINGS SHALL BE BURIED A MINIMUM OF 2'-6" BELOW BASE OF GRAVEL. GROUND RINGS SHALL BE LOCATED A MINIMUM OF 2'-0" FROM OUTSIDE EDGE OF CABINETS, TOWER FOUNDATION, AND OTHER SITE OBJECTS. 4. GROUND CONNECTIONS: A. ALL CONNECTIONS SHALL BE EXOTHERMIC (CADWELD OR EQUIVALENT) UNLESS INDICATED OTHERWISE. B. ALL MATERIALS USED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. C. CONNECTIONS AT GROUND BARS AND SERVICE DISCONNECTING MEANS SHALL CONSIST OF LUGS CADWELDED TO GROUND CONDUCTORS UNLESS INDICATED OTHERWISE. LUGS SHALL BE ATTACHED TO GROUND BARS USING STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL BOLTS, NUTS, AND LOCKWASHERS. 5. COAXIAL TRANSMISSION LINE GROUNDING: A. VERTICAL RUNS THAT ARE 200' OR LESS SHALL REQUIRE A GROUNDING KIT AT THE TOP AND BOTTOM OF TOWER. B. VERTICAL RUNS THAT ARE GREATER THAN 200' SHALL REQUIRE A GROUNDING KIT (IN ADDITION TO THE ABOVE) FROM THE TOP EVERY 150' TOWARDS THE GROUND UNTIL THE DISTANCE IS LESS THAN 150' FROM THE GROUND (NOT FOR MONOPOLES). C. SURGE ARRESTOR IS PROVIDED BY OTHERS AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL MAKE ALL CONNECTIONS REQUIRED FOR INSTALLATION. D. ALL GROUNDING KITS SHALL BE PROVIDED BY OTHERS AND INSTALLED BY CONTRACTOR. 6. MISCELLANEOUS ITEMS TO BE CONNECTED TO THE GROUNDING SYSTEM: A. ANY METAL FENCE POST WITHIN 6' OF THE GROUND RING. APPROVED B. TRANSMISSION LINE ENTRANCE HATCH. FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. C. METAL CABINET PARTS NOT GROUNDED BY THE INTERNAL GROUND RING. D. METAL FUEL STORAGE TANKS. BY DATE for adherence tohavebeenrevfor iewedE. ANY SIGNIFICANT METAL OBJECT WITHIN 6' OF THE EXTERNAL GROUNDING SYSTEM OR ANY OTHER GROUNDED OBJECT. These plans applicable cues--; aordinaninan Authorization applicable isiE c F. EXTERIOR ICE SHIELDS. hereby g'ante i to issue a building permit pend approval by ci*Ly acencies. G. GENERATOR AND SUPPORT SKID OR BASE AND SWITCH. The issuanoe orgranting of a permit based approval c,' the-^!ans shall not be construed r t( 7. INSTALLATION AND TESTING: permit or ap.)j jv any violation of the applica No presumed to IE I A. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING codes or ord r an(_Ie. permit I?+e or cancel the provisions of s SYSTEM DUE TO FIEjet I,G15. 3I B. CONTRACTOR SHALL NOT COVER UP GROUND RING AND CONNECTIONS UNTIL AN INSPECTION HAS BEEN PERFORMED. COORDINATE INSPECTION WITH CONSTRUCTION MANAGER. C. PROVIDE TESTING OF GROUNDING SYSTEM AS DIRECTED BY CONSTRUCTION MANAGER. 8. THE MAXIMUM ALLOWABLE RESISTANCE READING SHALL BE 5 OHMS TO GROUND, IF THE RESISTANCE OF THE ENTIRE GROUNDING SYSTEM AS MEASURED AT THE MASTER GROUND BAR EXCEEDS 5.0 OHMS, THE ELECTRICAL CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL BE NOTIFIED SO THAT ADDITIONAL GROUND LOCATIONS CAN BE UTILIZED. 9. ALL EXPOSED GROUND LEADS TO GROUND RING, PLACED IN CONCRETE, SHALL BE ENCASED IN 3/4" FLEXIBLE CONDUIT, SEAL TYPE OR SIMILAR. 10. ALL GROUND WIRE CONNECTIONS TO EQUIPMENT GROUND RING THAT ARE RUNNING ABOVE GROUND SHALL BE RUN INSIDE SEALTIGHT FLEX CONDUIT. 11. ALL CONNECTIONS ABOVE GROUND EXCEPT CONNECTIONS TO GROUND BARS OR ARRESTOR BRACKET SHALL BE WITH DOUBLE LUG CONNECTORS. CONNECTIONS TO GROUND BARS & ARRESTORS SHALL BE CADWELD. 12. COMPACT BACKFILL OF ALL TRENCHES FOR GROUNDING RING. SITE SOIL OR X57 STONE MAY BE USED FOR BACKFILL MATERIALS. CONTRACTOR SHALL OBTAIN APPROVAL FOR BACKFILL MATERIALS TO BE USED FROM CONSTRUCTION MANAGER. 13. CONTRACTOR SHALL PROVIDE S.S. FLAT & LOCK WASHERS AS REQUIRED FOR COMPLETE INSTALLATION OF GROUND LEADS AT GROUND BUS. M-) v i YA Fi at Dj- t''r1: -' ABBREVIATIONS AFG ABOVE FINISHED GRADE A AMP(S) AIC AMPERE INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE C CONDUIT DWG DRAWING G GROUND GEN GENERATOR GND GROUND GPS GLOBAL POSITIONING SYSTEM HZ HERTZ KWH KILOWATT HOUR MIN MINIMUM NTS NOT TO SCALE 1I111I IpI I _ 7 . TTTIIIIII r .... .._ _...... _. P POLE PH PHASE PCS PERSONAL COMMUNICATION SYSTEM PPC POWER/PROTECTION CABINET PVC POLYVINYL CHLORIDE REP REPRESENTATIVE RGS RIGID GALVANIZED STEEL RWY RACEWAY SCH SCHEDULE SPE SERVICE PROTECTION ENCLOSURE TBD TO BE DETERMINED TYP TYPICAL UG UNDERGROUND V VOLTS) DATT--j /a S -_ -,..., TI F1RF DEk'T: APFs C lyi. FOS %Z > SE k OEW-_1D FOR 0i\TE YEA F. SUB CT TO SYMBOLS LEGEND 0]17"71 METER 0 DISCONNECT SWITCH EXPOSED RACEWAY UNDERGROUND RACEWAY CONDUIT TURNED TOWARD VIEWER 4) 5/8"0 x 10'-0" GROUND ROD GROUN[(jrE L ri . F LAKE ELSINORE GROUNDING B a T LT13ING DIVISION O EXOTHERMIC GROUND CONNECTION MECHANPERMFIMNECTION GROUND BAR rr-rr-r-cv rvr+ Opo _ venire lew 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PM_-F'AFiCU UY Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224.7501 Utt0IIS1`4 FStV151VN O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY FNoT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE O TOWER OWNER SITE ID. CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 09/02/14 SFittl NAMC GENERAL ELECTRICAL NOTES SHEET NUM Lo n X CV F - Q LU IV n J J L. w Ln LO Q w Q 0 LU r_ 0 J c z CC 0 REUSE EXISTING METER BY UTILITY CO.) SEE NOTES 3&8 200A DISCONNECTING N MINIMUM 1#2 GROUND TO GRO ROD (IF REQUIRED). GROUNI ACCORDANCE WITH NEC ART 250. (FIELD VEF MINIMUM 33/0, 1#4 GROU 2 1/2" CONDUIT. SEE FIELD EXIS1 DISCONNE( EXISTING GROUND T( ENTRANCE GROUN ACCORDANCE WITH NE 250. (FILE UTILITY POWER SUPPLY 120/240 VOLT, 1 PHASE, 60 Hz. (FIELD VERIFY) NOTES: (THIS DETAIL ONLY 1. FOR STANDARD ELECTRICAL SPECIFICATIONS SEE "GENERAL ELECTRICAL NOTES". 2. ALL CONDUIT RACEWAYS SHALL BE INSTALLED PER UTILITY TRENCH DETAILS. 3. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH POWER COMPANY AND ENSURE ALL ELECTRICAL EQUIPMENT IS SUITABLE FOR AVAILABLE FAULT CURRENT. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDUCTOR SIZES. COORDINATE ELECTRICAL SERVICE WITH UTILITY COMPANY. 5. CONTRACTOR SHALL COORDINATE TELCO SERVICE WITH UTILITY COMPANY. 6. SEAL ALL CONDUITS FROM WATER PENETRATION. 7. ONE -LINE DIAGRAM IS SCHEMATIC ONLY, NOT INDICATIVE OF ACTUAL EQUIPMENT LAYOUT, 8. CONTRACTOR SHALL LABEL METER SOCKETS WITH SERVICE OWNER NAMEPLATES WITH 1/2" MINIMUM PHENOLIC, WHITE LETTERS ON A BLACK BACKGROUND. 9. CONTRACTOR TO PROVIDE METER BASE, TELCO CABINET, AND ASSOCIATED RACKS AND CONDUITS AS NEEDED. 10. CONTRACTOR TO PROVIDE AND LABEL ALL CIRCUIT BREAKERS REQUIRED. AC ONE -LINE DIGRAM SCALE: NOT TO SCALE 0NOT USED SCALE: NOT TO SCALE 3 NOT USED SCALE: NOT TO SCALE APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, INC. By DATE These plans have been reviewed for adherence to iE applicable codes anr} ordinance. Authorization is hereby granite , ;o Issue a building permit pend I c leapprovalbya.. ar:,,:l,,ab. City agencies. The issuance or granting of a permit based )i approval of these ;dans shall not be construed ti permit or approve any violation of the applic I e8dPq (49 _.., , y authority to violate or cancel the provisions of s codes shall be valid. CITY OF LADE ELSINORE BUILDING DIVISION PERMIT # W-MMIIM Verl7onwilrelesos 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 ENGINEER C 75100 xp I2 115`, LJC.Il71V t'ICVI IIJIV O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE ID: TOWER OWNER SITE ID. CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E03521 00 DATE: 09/02/14 SHEET NAM AC POWER PLAN & DETAILS SHEET N TT ,_ 71 E-2 0 O N cn Uj Q O V OU) fe UJ 0 me Z J J W 0 Ole W cf) r Q J TOWER OWNER SITE ID. CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E03521 00 DATE: 09/02/14 SHEET NAM AC POWER PLAN & DETAILS SHEET N TT ,_ 71 E-2 I c 0 U O O U 0 o 0 CL U D a) U — c 3 0 °' I- CD V M o .c c v w U D O UNO +, 0 L 0 o - a CL - cao En a F, 0 U a c 3 0 3 C Ian 0 c s rn N 3 a v v+ c_ o 3 0 -v c N 3 0 a 0 p cn C0 i o L F— w c C) O o Z U x V Q w IV U) I J a w Ln Q w a a W 0 J 0 - Ln CDz Q 01 PROPOSED MASTER GROUND BAR. FIELD VERIFY EXACT LOCATION 02 GROUND ALL PROPOSED EQUIPMENT RACKS AND CABINETS TO INTERIOR MASTER GROUND BAR 03 BOND INTERIOR MASTER GROUND BAR TO EXISTING EXTERIOR GROUNDING SYSTEM. (TYPICAL FOR 2 PLACES.) EXISTING CABLE ENTRY GROUND BAR MOUNTED BELOW HATCH PLATE BOND PROPOSED INTERIOR GROUND RING (HALO) TO EXISTING EXTERIOR MASTER GROUNDING SYSTEM (TYPICAL FOR 4). BOND GROUNDING LEAD FROM TELCO BACKBOARD GROUND BAR TO INTERIOR MASTER GROUND BAR. (FIELD VERIFY MASTER GROUND BAR LOCATION.) 07 VERIFY THAT ALL AIR CONDITIONING UNITS ARE BONDED TO GROUND RING TYPICAL FOR 4). GROUND PROPOSED COAXIAL CABLES TO SHELTER CABLE PORT AND MAIN TOWER GROUND BARS (TYP. 3 PLACES) 9 GROUND PROPOSED APPLETON E11985 GENERATOR PLUG TO EXISTING GROUND RING 10 VERIFY EXISTING DOORFRAME IS GROUNDED TO EXISTING GROUNDING SYSTEM NOTE: DETAIL IS SCHEMATIC AND IS SHOWN FOR CLARITY. SEE SHEET A-2 FOR EQUIPMENT LOCATIONS. NOTE: ALL METAL DEVICES AND UTILITY BOXES MOUNTED TO THE EXTERIOR SHELTER WALLS SHALL BE GROUNDED TO THE EXISTING GROUD RING. NOTE CONTRACTOR TO NOTIFY. VERIZON CONSTRUCTION MANAGER OR APPROVED REPRESENTATIVE OF ANY MISSING OR DAMAGED GROUNDING EQUIPMENT SYMBOLS LEGEND EXISTING GROUND ROD GROUND ROD TEST WELL GROUNDING CONDUCTOR O EXOTHERMIC GROUND CONNECTION MECHANICAL GROUND CONNECTION GROUND BAR 14 rVIr`TIAIn TnWr-r) LA101114U L-WUIFIVILJVI ROOM EQUIPMENT AND SHELTER GROUNDING SCALE: NOT TO SCALE rrurrr-i u vri r whire 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 PREPARED BY IJACOISMS 0 Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224.7501 DESIGN REVIS APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS & ASSOCIATES, IN BY DATE These plans have been reviewed for adherenc to the applicable codes and ordinance. Authoriz ic n is hereby granted to --ue a building permit approval by a'i City agencies. The issuance a, ^ranting of a permit ba e approval of these ?ns shall not be const a d to permit or approve: any violation of the ap fi(able codes or ordmanc, No permit presumed o alve authority to violate or cancel the provisions f such 10/20/14 ISSUED FOR FLP CONSTRUCTION codes shall be valid. NO. DATE REVISIONS BY CITY OF LAKE ELS I NORE BUILDING DIVISION PERMIT #. NOT VALID WITHOUT SIGNATURE AND DATE VERIZON SITE ID: C) O 0 N LLI Q cn W < O V OU) LU 0 m Q (n J J aV-W CM W41or Y J TOWER OWNER SITE ID: CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 09/02/14 EQUIPMENT GROUNDING PLANS SHEET NUMBER E-3 C O U v 0 U o d U v v s rn 0 U - c •3 a s` C7 0 c o, c c v w co _ a v o-0U o s 0 baa en o a= 0 a co s = o U v c 3 3 0 co =3 0 c ..c rn gin 3 0 C o •3 o 0_0 c cnv 3 0 D N v r0 L;..i 0, U • O o Z 0 co x d - N a w N In J ll 0 ILL! rn rn Q w Q 0 w 0 z a 0 TO ANTENNAS TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY COAX JUNIPER NP.) CO WEATHERPROC NP.) SE TYPE W TYPE VS TYPE VB TYPE PT TYPE GR NOTE: ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. EXOTHERMIC WELDING SCALE: NOT TO SCALE N ANTENNA CABLE WATFRPROOFING P.) 2 CABLE GROUNDING SCALE: NOT TO SCALE NOTES: 1. PROVIDE NO -OX GREASE AT CONTACT SURFACE BETWEEN LUG AND GROUND BAR. 2. CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. 20" MINIMUM 4" U 4"X4"X20" COPPER BUS BAR 8"0 (TYPICAL OF 48) 5/8" 0 (TYPICAL OF 48) MAIN GROUND BUS BAR SCALE: NOT TO SCALE GPS ANTENNA GROUNDING - KIT 6 AWG GROUNDING KIT CABLE e...soe BUS BAR MOUNTED TO WALL TO GROUND SYSTEM GPS MOUNTING DETAIL SCALE: NOT TO SCALE PIPE TO PIPE CLAMP ADAPTER 3/4" O.D.x48"H PIPE GPS ANTENNA WALL MOUNT ANDREW PART VC-GPSWM 0 O 4) 1/2 x3-3/4" WEDGE ANCHOR, ANDREW PART #MT -271 N 1*1 7 NOT USED SCALE: NOT TO SCALE PLASTIC INSULATOR STANDOFF BRACKET WEATHERPROOFING KIT SEE NOTE 3) OUND KIT (TYP.) #6 AWG STRANDED COPPER GROUND WIRE GROUND TO GROUND BAR) 2 AWG (SEE NOTE 1 & 2) OPPER ANTENNA GROUND BAR IITHOUT INSULATORS. BONDED IRECTLY TO TOWER X N 0 TYPICALLY) 12" TO 24" 120" MAX. NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. ANTENNA GROUND BAR ON TOWER WIRE SIZE BURNDY LUG c 000000000 BOLT SIZE VERIZON SITE ID: 6 AWG GREEN INSULATED YA6C-2TC38 3/8" 16 NC S 2 BOLT 2 AWG SOLID TINNED YA3C-2TC38 3/8" 16 NC S 2 BOLT 2 AWG I- YA2C-2TC38 3/8" 16 NC S 2 BOLT 2/0 AWG STRANDED YA26-2TC38 3/8" 16 NC 2 BOLT 0 0 0 0 0 0 0 0 0 0 vel ail a. ilcatr e City agencies. 0 The isusance or granting of a bas d wO permit approval of thr,,e ,.,--ns shall not be constr on to ive W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 4"X4"X20" COPPER BUS BAR 8"0 (TYPICAL OF 48) 5/8" 0 (TYPICAL OF 48) MAIN GROUND BUS BAR SCALE: NOT TO SCALE GPS ANTENNA GROUNDING - KIT 6 AWG GROUNDING KIT CABLE e...soe BUS BAR MOUNTED TO WALL TO GROUND SYSTEM GPS MOUNTING DETAIL SCALE: NOT TO SCALE PIPE TO PIPE CLAMP ADAPTER 3/4" O.D.x48"H PIPE GPS ANTENNA WALL MOUNT ANDREW PART VC-GPSWM 0 O 4) 1/2 x3-3/4" WEDGE ANCHOR, ANDREW PART #MT -271 N 1*1 7 NOT USED SCALE: NOT TO SCALE PLASTIC INSULATOR STANDOFF BRACKET WEATHERPROOFING KIT SEE NOTE 3) OUND KIT (TYP.) #6 AWG STRANDED COPPER GROUND WIRE GROUND TO GROUND BAR) 2 AWG (SEE NOTE 1 & 2) OPPER ANTENNA GROUND BAR IITHOUT INSULATORS. BONDED IRECTLY TO TOWER X N 0 TYPICALLY) 12" TO 24" 120" MAX. NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. ANTENNA GROUND BAR ON TOWER NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO -OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. MECHANICAL LUG CONNECTION SCALE: NOT TO SCALE 8 NOT USED SCALE: NOT TO SCALE ANTENNA (NOT INCLUDED) GROUND STRANDED CU WIRE WITH GREEN, 60V, THHN/THWN INSULATION, SIZE AS SPECIFIED 2 TINNED GROUND FROM ANTENNA MOUNTING PIPE COAX CABLE GROUND LEAD 4"X12"X1/4" THICK, TINNED GROUND BAR CONNECTIONS 0 o 0 0 00 O O Oo 00000 0 0 0 0 'd 0 0 0 0 0 0 01 1 TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16X1 1/4" STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE SECTOR GROUND BAR SCALE: NOT TO SCALE BURNDY GROUNn 111(` SEE TABLE FOF AND N N UT (TY LOCK WASHER (TY GROUND BAR uvL1 11 1 r.) AT SHRINK EAR) GROUNDING CONDUCTOR lferffonwireless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 0 IJA C -c) [BMW Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 ENGINEER SEAL Ut.711711j Mt=VIb1VIVD O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE BURNDY TWO HOLE LUG WIRE SIZE BURNDY LUG m W BOLT SIZE VERIZON SITE ID: 6 AWG GREEN INSULATED YA6C-2TC38 3/8" 16 NC S 2 BOLT 2 AWG SOLID TINNED YA3C-2TC38 3/8" 16 NC S 2 BOLT 2 AWG STRANDED YA2C-2TC38 3/8" 16 NC S 2 BOLT 2/0 AWG STRANDED YA26-2TC38 3/8" 16 NC S 2 BOLT 4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT NOTES: 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX, CR NO -OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 4. ALL LUGS MUST HAVE INSPECTION WINDOWS. MECHANICAL LUG CONNECTION SCALE: NOT TO SCALE 8 NOT USED SCALE: NOT TO SCALE ANTENNA (NOT INCLUDED) GROUND STRANDED CU WIRE WITH GREEN, 60V, THHN/THWN INSULATION, SIZE AS SPECIFIED 2 TINNED GROUND FROM ANTENNA MOUNTING PIPE COAX CABLE GROUND LEAD 4"X12"X1/4" THICK, TINNED GROUND BAR CONNECTIONS 0 o 0 0 00 O O Oo 00000 0 0 0 0 'd 0 0 0 0 0 0 01 1 TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16X1 1/4" STAINLESS STEEL HEX UNIT BOLTS AND HARDWARE SECTOR GROUND BAR SCALE: NOT TO SCALE BURNDY GROUNn 111(` SEE TABLE FOF AND N N UT (TY LOCK WASHER (TY GROUND BAR uvL1 11 1 r.) AT SHRINK EAR) GROUNDING CONDUCTOR lferffonwireless 15505 SAND CANYON AVENUE BLDG. D, FIRST FLR. IRVINE, CALIFORNIA 92618 949.286.7000 0 IJA C -c) [BMW Jacobs Engineering Group. Inc. 3161 MICHELSON DRIVE #500 IRVINE, CA 92612 PHONE: 949-250-1816 FAX: 949-224-7501 ENGINEER SEAL Ut.711711j Mt=VIb1VIVD O 10/20/14 ISSUED FOR FLP CONSTRUCTION NO. DATE REVISIONS BY NOT VALID WITHOUT SIGNATURE AND DATE BURNDY TWO HOLE LUG r w m W WITH LONG BARREL FOR VERIZON SITE ID: 6 AWG STRANDED OR Cz EQUIVALENT J TOWER OWNER SITE ID: 0 CA45527 BARE WIRE TO BECN NO -OX AT BOTH ENDS APPROVED FOR FF MIT ISSUANCE APPROVED BY: w QSCOTTFA?EKAS & ASSOCIATES, INC. L. PAYNE PROJECT NO: BY DATE 0 09/02/14 These plans haven 'n reviewed for adherence applicab'e cosies to w the wa.,iu ordinance. Authorize o is here y granted to )ss11e a building permit p by n ing Ovelaila. ilcatr e City agencies. The isusance or granting of a bas d wO permit approval of thr,,e ,.,--ns shall not be constr on to ive Wcodesorordinance. No permit presumed t authority to vioiate or cancel the provisions o codes shall be valid. s ch CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT # NOT USED 9 SCALE: NOT TO SCALE PFff- MUV U Q r w m W 17 r Q J TOWER OWNER SITE ID: CA45527 PREPARED BY APPROVED BY: M. GEISLER DESIGNED BY: L. PAYNE PROJECT NO: E0352100 DATE: 09/02/14 SHEET NAME ELECTRICAL DETAILS SHEET NUMBER B I IIII 17 B I IIII m ENGINEERED 7610 Jenther Drive Mentor, Ohio 44060 ENDEAVORS Phone: (440)918-1101 Fax: (440)918-1108 INCORPORATED DESIGN CALCULATIONS FOR A DRILLED PIER FOUNDATION Nextel Communications 75 ft Pine, Tree Pole C; 6' Y Ma ado/CASite Riverside County, California EEI Project Number 7709 September 6, 2000 4 1 1 1 Ie 1 1 1 A SANDY SILT m c60T1m\ CN1 V- 23.0 66---1 A ANCHOR BOLT TSETTING TEMPLATES ANCHORr4rM PROJECTIONAN OR LT II N II ip n 0 II N I1 — 1111 y L III' ATTACH EACH ANCHOR BOLT TO THE SETTING TEMPLATE WITH THE HEX NUTS PROVIDED D 0 I 1 h e lV N N 1 ( 8 2 1 4'0 x 6'-0" ANCHOR BOLT , al ORIENTATION REQUIRED _ s I 44.0"o BOLT CIRCLE I: VIEW A— TEMPLATE NOT SHOWN) SS"e GCRAG — 4" MIN. SECTION B -B 24' FOUNDATION LOADING MOMENT, ft—kips 1182.2 SHEAR, kips 20.1 AXIAL, kips 13.2 MATERIAL LIST I ITEM QTY. LENGTH DESCRIPTION O 8 6,-0" 2 1/4"0 ANC. BOLTS A615-GR.75 O 22 23'-6" 8 (ASTM A615-GR.60) O 25 16'-11" 5 (ASTM A615-GR.60) CONCRETE (cub. yd.) 23.0 4000 psi STEEL (Ibs.) 1820.0 ASTM A615-GR.60 I GENERAL NOTES 1. THIS FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL REPORT PROVIDED BY ROBERT YOUNG AND ASSOCIATES ON MAY 24, 2000. 2. THE SOIL REPORT SHOULD BE CONSULTED PRIOR TO CONSTRUCTION. GEOTECHNICAL AND CONSTRUCTION INSPECTION IS REQUIRED. 3. STEEL CASING MAY BE REQUIRED TO PREVENT SOIL CAVING OR SLOUGHING DURING CONSTRUCTION. 4. PIER EMBEDMENT IS SHOWN FROM THE GROUND ELEVATION AT THE TIME OF THE SOIL INVESTIGATION (REFER TO SOIL REPORT.) _ SHOULD THE ACTUAL SOIL CONDITIONS DIFFER FROM THOSE SHOWN IN THE SOIL REPORT, THE FOUNDATION DESIGNER SHALL BE NOTIFIED TO EVALUATE THESE CHANCES. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615-87 WITH A MINIMUM YIELD STRESS OF 60 ksi. VERTICAL BAR SPLICES SHALL BE IN ACCORDANCE WITH :ACI 318-95 CHAPTER 12. WELDING OF CROSSING BARS OR SPLICES IS NOT PERMITTED. REBARS SHALL BE ASSEMBLED USING STEEL WIRE. 6. CONCRETE MIX QUALITY AND CONSTRUCTION PROCEDURES SHALL BE IN COMPLIANCE WITH ACI 318-95. 7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 psi AT 28 DAYS. 8. ANCHOR BOLT ORIENTATION IS REQUIRED PRIOR TO CONCRETE PLACEMENT. 9. REFER TO EEI DRAVANG NUMBER GS52632 FOR ANCHOR BOLT, TEMPLATE, AND BASE PLATE DETAILS AND REQUIREMENTS. FOUNDATION INSTALLER MUST VERIFY ANCHOR BOLT LENGTH, QUANTITY, AND PATTERN PRIOR TO CONCRETE PLACEMENT. 10. THIS FOUNDATION IS DESIGNED IN ACCORDANCE WITH ACI 318-98. AND ANSI TIA/EIA 222—F. 11. GROUNDING BY OTHERS. wCINEERED 7610 Jenther Drive Mentor, Ohio 44060 wouwRs TeL (440)918-1101 INCORPORATED Fax (440)918-1108 NEXTEL COMMUNICATIONS 75'-0" PINE TREE POLE MACHADO/CA-6748 SITE DC5cW IDN 7709 DR -G -M D7709-75.0 FOUNDATION DESIGN CALCULATIONS FOR A DRILLED PIER FOUNDATION ENGINEERED - ENGINEERED ENDEAVORSlNCORPORATED ENDEAVORS 7610JentherDrive • Mentor, Ohio 44060 Tel.(440)918-1101 • Fax:(440)918-1108 INCORPORATED CUSTOMER: NEXTEL COMMUNICATIONS DATE: 09/06/00 STRUCTURE: 75' PINE TREE POLE JOB No: 7709 LOCATION: RIVERSIDE COUNTY, CA SITE NAME: MACHADO/CA-6748 DESIGN FOUNDATION LOADS 1 MOMENT SHEAR AXIAL LOAD 0 degrees ft -kips laps kips. UNITS in -lbs lbs lbs 30 UBC: 1.3 Safety Factor UBC: 1.3 Safety Factor UBC: 0.9 Safely Factor SANDY SILT 1182.2 20.1 13.2 DESIGN LOADING 14186400.0 20100.0 13200.0 1536.9 126.1 11.9 1 DEPTH ft DEPTH to KH VALUE pci 0 degrees PIER PROPERTIES Es, in/in ANCHOR BOLT CIRCLE 44.0 in 18.0 216 ANCHOR BOLT DESCRIPTION: (8) 2 1/4 in BOLTS AT 6 ft 0 in , 30 MINIMUM DIAMETER 64.0 in SANDY SILT SOIL INFORMATION ACTUAL DIAMETER 66.0 in PIER AREA 3421.2 in^2 MOMENT OF INERTIA 931420.2 in^4 SOIL DESCRIPTION DEPTH ft DEPTH to KH VALUE pci 0 degrees y pcf7pci COHESION psApsi Es, in/in SANDY SILT 18.0 216 70 30 115 0.067 L = 24.0 R SANDY SILT 18.0 26.0 216 312 90 34 125 0.072 BAR SIZE BAR WEIGHT QUANTITY VERTICAL BARS _ # 8 2.670 lbs/ft 22 HORIZTAL TIES . # 5 1.043 lbs/ft 25 TOTAL LENGTH WEIGHT 23.5 ft 1380.4 lbs 16.92 ft 441.1 lbs 1821.5 lbs. GROUNDWATER WAS NOT ENCOUNTERED NORMAL SOIL EMBEDMENT Ln = 22.0 ft ACTUAL EMBEDMENT La = 23.0 ft TOTAL LENGTH L = 24.0 R CONCRETE VOLUME V = 21.1 yds^3 CONCRETE REINFORCEMENT BAR SIZE BAR WEIGHT QUANTITY VERTICAL BARS _ # 8 2.670 lbs/ft 22 HORIZTAL TIES . # 5 1.043 lbs/ft 25 TOTAL LENGTH WEIGHT 23.5 ft 1380.4 lbs 16.92 ft 441.1 lbs 1821.5 lbs. PIER STRUCTURAL DESIGN UNFACTORED MOMENT 15650000 in -lbs UNFACTORED SHEAR 124400lbs MAXIMUM BENDING MOMENT 1695.4 ft -kips MAXIMUM SHEAR FORCE 161.7 kips PIER DIAMETER 66 in CONCRETE 3 ksi REINFORCEMENT 60 ksi REBARS # 8 QUANTITY 22 BAR AREA 0.79 in^2 DESIGN REBARS QUANTITY 12 BAR AREA 1.45 in^2 MINIMUM REINFORCEMENT RATIO: 0.0050 REBAR SPACING 7.96 in ACTUAL REINFORCEMENT RATIO: 0.0051 CONCRETE COVER 4 in HORIZONTAL TIES 25 REBAR LAYOUT RADIUS 27.8750 in NUMBER ANGLE COORD. EDGE DIST. phi cl di 1 0 27.88 5.13 2 30 24.14 3 60 13.94 8.86 19.06 4 90 0.00 33.00 5 120 -13.94 46.94 6 150 -24.14 7 180 -27.88 57.14 60.88 8 210 -24.14 57.14 9 240 -13.94 46.94 10 270 0.00 33.00 11 300 13.94 19.06 12 330 24.14 8.86 LOCATION OF NEUTRAL AXIS COMPRESSION ZONE c = 11.310 in a - 9.614 in COMPRESSION ZONE TENION ZONE NUMBER a FORCE NUMBER a FORCE kips kips 1 0.001640584 65.21 3 0.0021 86.37 2 0.000649989 23.61 4 0.0058 86.90 12 0.000649989 23.61 5 0.0095 86.90 6 0.0122 86.90 7 0.0131 86.90 8 0.0122 86.90 9 0.0095 86.90 10 0.0058 86.90 11 0.0021 86.37 CONCRETE 668.40 COMPRESSION 780.83 kips TENSION 781.04 kips MAXIMUM MOMENT CAPACITY IMOMENT TO TO COMPRESSION MOMENT DUE TO TENSION REBARS FORCE MOM. ARM MOMENT REBARS FORCE MOM. ARM MOMENT kips in 1 65.21 27.88 ft -kips 151.49 3 kips 86.37 in 13.94 ft -kips 100.32 2 23.61 24.14 47.49 4 86.90 0.00 0.00 12 23.61 24.14 47.49 5 86.90 13.94 100.93 CONCRETE 668.40: 26.59 1481.13 6 7 86.90 86.90 24.14 27.88 174.82 201.86 8 86.90 24.14 174.82 9 86.90 13.94 100.93 10 11 86.90 86.37 0.00 13.94 0.00 100.32 1727.60 552.73 DESIGN MOMENT 2052.29 ft -kips Lidensed to: ENG3 Engineered Endeavors, Inc PROGRAM LPILE plus Version 3.0 C) COPYRIGHT 1997 ENSOFT, INC. ALL RIGHTS RESERVED MACHADO/CA-6748 UNITS --ENGLISH UNITS i; I N P U T I N F 0 R MAT I O N THE LOADING IS STATIC PILE GEOMETRYANDPROPERTIES PILE LENGTH = 288.00 IN 2 POINTS . X DIAMETER MOMENT OF AREA MODULUS OF INERTIA ELASTICITY IN' IN IN**4 IN**2 LBS/IN**2 00 66.000 .931E+06 .342E+04 .300E+07 288.00 66.000 .931E+06 .342E+04 .300E+07 SOILS INFORMATION X AT THE GROUND SURFACE 48.00 IN SLOPE ANGLE AT THE GROUND SURFACE _ .00 DEG. 2 LAYER(S) OF SOIL LAYER 1 THE SOIL IS A SAND - P -Y CRITERIABYREESE ET AL, 1974 X AT THE TOP OF THE LAYER 48.00 IN X AT THE BOTTOM OF THE LAYER = 228.00 IN MODULUS OF SUBGRADE REACTION = .700E+02 LBS/IN**3 LAYER 2 THE SOIL IS A SAND - P -Y CRITERIA BY REESE ET AL, 1974 X AT THE TOP OF THE LAYER 228.00 IN X AT THE BOTTOM OF THE LAYER 324.00 IN MODULUS OF SUBGRADE REACTION = .900E+02 LBS/IN**3 „ DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH DEPTH 9 POINTS X,IN WEIGHT,LBS/IN**3 12.00 .67E-01 228.00 .67E-01 228.00 .72E-01 324.00 .72E-01 DISTRIBUTION OF STRENGTH PARAMETERS WITH DEPTH 4 POINTS X,IN C,LBS/IN**2 PHI,DEGREES 12.00 .000E+00 300E+02 228.00 .000E+00 300E+02 -- E50 228.00 .000E+00 340E+02 -----. 1 324.00 000E+00 340E+02 ----- BOUNDARY AND LOADING CONDITIONS LOADING NUMBER 1 BOUNDARY -CONDITION CODE 1 LATERAL LOAD AT THE PILE HEAD 201E+05 LBS MOMENT AT THE PILE HEAD 142E+08 IN -LBS AXIAL LOAD AT THE PILE HEAD 132E+05 LBS FINITE -DIFFERENCE PARAMETERS NUMBER OF PILE INCREMENTS 100 DEFLECTION TOLERANCE ON DETERMINATION OF CLOSURE _ 100E-03 IN MAXIMUM NUMBER OF ITERATIONS ALLOWED MAXIMUM ALLOWABLE DEFLECTION FOR PILE ANALYSIS 100 10E+03 IN OUTPUT CODES KOUTPT = 1 KPYOP = 0 INC = 5 O U T P U T I N F O R M A T I O N COMPUTE LOAD -DISTRIBUTION AND LOAD -DEFLECTION CURVES FOR LATERAL LOADING LOADING NUMBER 1 BOUNDARY CONDITION CODE 1 LATERAL LOAD AT THE PILE HEAD 201E+05 LBS 1 MOMENT AT THE PILE HEAD - .142E+08 IN -LBS AXIAL LOAD AT THE PILE HEAD = .132E+05 LBS I X DEFLECTION MOMENT SHEAR SLOPE TOTAL FLEXURAL SOIL STRESS RIGIDITY REACTION 43.2 .498E+00 .151E+08 .201E+05 -.336E-02 .537E+03 .279E+13 .000E+00 57.6 .450E+00 .153E+08 .186E+05 -.328E-02 .547E+03 .279E+13 -.302E+03 72.0 .403E+00 .156E+08 .114E+05 -.320E-02 .555E+03 .279E+13 -.677E+03 86.4 .358E+00 .157E+08 -.473E+03 -.312E-02 .558E+03 .279E+13 -.961E+03 100.8 .313E+00 .155E+08 7.158E+05 -.304E-02 .554E+03 .279E+13 -.116E+04 115.2 .270E+00 .152E+08 -.334E+05 -.296E-02 .542E+03 .279E+13 -.127E+04 129.6 .228E+00 .146E+08 -.520E+05 -.288E-02 .520E+03 .279E+13 -.130E+04 144.0 .187E+00 .137E+08 -.705E+05 .281E-02 .489E+03 .279E+13 -.126E+04 158.4 .147E+00 .125E+08 -.879E+05 -.274E-02 .448E+03 .279E+13 -.114E+04 172.8 .108E+00 .112E+08 -.103E+06 -.268E-02 .400E+03 .279E+13 -.944E+03 187.2 .698E-01 .960E+07 -.115E+06 -.263E-02 .344E+03 .279E+13 -.680E+03 201.6 .323E-01 .789E+07 -.122E+06 -.258E-02 283E+03 .279E+13 -.348E+03 216.0 -.459E-02 .611E+07 -.124E+06 -.255E-02 .220E+03 .279E+13 .539E+02 230.4 -.410E-01 .434E+07 -.120E+06 -.252E-02 .157E+03 .279E+13 .628E+03 244.8 -.772E-01 .269E+07 -.106E+06 -.250E-02 .992E+02 .279E+13 .128E+04 259.2 -.113E+00 .132E+07 -.828E+05 -.249E-02 .505E+02 .279E+13 .202E+04 3.6 -..149E+00 .361E+06 -.477E+05 -.249E-02 .166E+02 .279E+13 .286E+04 8.0 -.185E+00 .000E+00 000E+00 -.249E-02 .386E+01 .279E+13 .379E+04 OUTPUT VERIFICATION THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT = -.793E-03 IN -LBS THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT = .141E-03 LBS OUTPUT SUMMARY PILE -HEAD DEFLECTION = .648E+00 IN COMPUTED SLOPE AT PILE HEAD - -.358E-02 MAXIMUM BENDING MOMENT _ .157E+08 LBS -IN MAXIMUM SHEAR FORCE -.124E+06 LBS NO. OF ITERATIONS = 3 N0, OF ZERO DEFLECTION POINTS 1 S U M M A R Y T A B L E BOUNDARY BOUNDARY AXIAL PILE HEAD MAX. MAX. CONDITION CONDITION LOAD DEFLECTION MOMENT SHEAR BC1 BC2 LBS IN IN -LBS LBS 2010E+05 .1419E+08 .1320E+05 .6476E+00 .1565E+08 -.1244E+06 IN IN LBS -IN LBS RAD. LBS/IN**2 LBS-IN**2 LBS/IN 0 648E+00 142E+08 201E+05 358E-02 506E+03 279E+13 000E+00 14.4 596E+00 145E+08 201E+05 351E-02 517E+03 279E+13 000E+00 28.8 546E+00 148E+08 201E+05 343E-02 527E+03 279E+13 000E+00 43.2 .498E+00 .151E+08 .201E+05 -.336E-02 .537E+03 .279E+13 .000E+00 57.6 .450E+00 .153E+08 .186E+05 -.328E-02 .547E+03 .279E+13 -.302E+03 72.0 .403E+00 .156E+08 .114E+05 -.320E-02 .555E+03 .279E+13 -.677E+03 86.4 .358E+00 .157E+08 -.473E+03 -.312E-02 .558E+03 .279E+13 -.961E+03 100.8 .313E+00 .155E+08 7.158E+05 -.304E-02 .554E+03 .279E+13 -.116E+04 115.2 .270E+00 .152E+08 -.334E+05 -.296E-02 .542E+03 .279E+13 -.127E+04 129.6 .228E+00 .146E+08 -.520E+05 -.288E-02 .520E+03 .279E+13 -.130E+04 144.0 .187E+00 .137E+08 -.705E+05 .281E-02 .489E+03 .279E+13 -.126E+04 158.4 .147E+00 .125E+08 -.879E+05 -.274E-02 .448E+03 .279E+13 -.114E+04 172.8 .108E+00 .112E+08 -.103E+06 -.268E-02 .400E+03 .279E+13 -.944E+03 187.2 .698E-01 .960E+07 -.115E+06 -.263E-02 .344E+03 .279E+13 -.680E+03 201.6 .323E-01 .789E+07 -.122E+06 -.258E-02 283E+03 .279E+13 -.348E+03 216.0 -.459E-02 .611E+07 -.124E+06 -.255E-02 .220E+03 .279E+13 .539E+02 230.4 -.410E-01 .434E+07 -.120E+06 -.252E-02 .157E+03 .279E+13 .628E+03 244.8 -.772E-01 .269E+07 -.106E+06 -.250E-02 .992E+02 .279E+13 .128E+04 259.2 -.113E+00 .132E+07 -.828E+05 -.249E-02 .505E+02 .279E+13 .202E+04 3.6 -..149E+00 .361E+06 -.477E+05 -.249E-02 .166E+02 .279E+13 .286E+04 8.0 -.185E+00 .000E+00 000E+00 -.249E-02 .386E+01 .279E+13 .379E+04 OUTPUT VERIFICATION THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT = -.793E-03 IN -LBS THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT = .141E-03 LBS OUTPUT SUMMARY PILE -HEAD DEFLECTION = .648E+00 IN COMPUTED SLOPE AT PILE HEAD - -.358E-02 MAXIMUM BENDING MOMENT _ .157E+08 LBS -IN MAXIMUM SHEAR FORCE -.124E+06 LBS NO. OF ITERATIONS = 3 N0, OF ZERO DEFLECTION POINTS 1 S U M M A R Y T A B L E BOUNDARY BOUNDARY AXIAL PILE HEAD MAX. MAX. CONDITION CONDITION LOAD DEFLECTION MOMENT SHEAR BC1 BC2 LBS IN IN -LBS LBS 2010E+05 .1419E+08 .1320E+05 .6476E+00 .1565E+08 -.1244E+06 24 Depth (ft) 22 20 18 16 14 12 10 L - _ - - - L - - - - - - -I- - - - - - - -I- - - - - - - -J - - - - - - - J - - - - - - - 1 I 1 I I I 1 I I I I I I 1 I 1 1 I 1 1 I 1 1 I 1 I I I I 1 I I 1 I 1 I I I I I I I 1 I 1 1 I I I I I 1 I 1 I I 1 1 1 I I 1 1 I 1 L_ _ _ _ _ - -L - _ _ _ _ _ _I_ _ _ - - - _ -1- - - - - I - -- _ - - - _I - - - - - - - - - - - - - - I 1 1 I -I I 1 1 1 I I 1 1 I I I 1 1 1 1 I I 1 1 I I I I 1 1 I 1 1 1 I 1 1 1 I 1 1 I I 1 I 1 I 1 I I 1 1 I 1 I I 1 I I I I 1 I I 1 1 I I I 1 1 1 1 1 I 1 1 I 1 I 1 I 1 1 I I 1 I I 1 I 1 1 1 1 I I I I 1 I 1 I I 1 1 1 I 1 1 I I 1 i I 1 I I 1 I I 1 1 1 1 I I 1 I 1 I 1 1 I 1 I 1 1 1 I 1 I 1 I I 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 I 1 I 1 I 1 1 1 I 1 I 1 1 I 1 I 1 1 1 1 1 I I I I I I 1 1 I 1 I I 1 1 I I I 1 I 1 I 1 I 1 1 I I I 1 1 y I 1 1 I 1 1 1 I I I 1 O 1 I I I 1 I 1 1 1 I 1 O 1 I I 1 1 1 I 1 1 I I O 1 I 1 I 1 I 1 I 1 1 1 I I 1 1 I I 1 1 1 1 II111I 1 1 1 1 I I I I I 1 1 I 1 1 1 I { I I I 1 I I 1 I 1 I I 1 I 1 I I I L - _ - - - L - - - - - - -I- - - - - - - -I- - - - - - - -J - - - - - - - J - - - - - - - 1 I 1 I I I 1 I I I I I I 1 I 1 1 I 1 1 I 1 1 I 1 I I I I 1 I I 1 I 1 I I I I I I I 1 I 1 1 I I I I I 1 I 1 I I 1 1 1 I I 1 1 I 1 L_ _ _ _ _ - -L - _ _ _ _ _ _I_ _ _ - - - _ -1- - - - - I - -- _ - - - _I - - - - - - - - - - - - - - I 1 1 I -I I 1 1 1 I I 1 1 I I I 1 1 1 1 I I 1 1 I I I I 1 1 I 1 1 1 I 1 1 1 I 1 1 I I 1 I 1 I 1 I I 1 1 I 1 I I 1 I I I I 1 I I 1 1 I I I 1 1 1 1 1 I 1 1 I 1 I 1 I 1 1 I I 1 I I 1 I 1 1 1 1 I I I I 1 I 1 I I 1 1 1 I 1 1 I I 1 i I 1 I I 1 I I 1 1 1 1 I I 1 I 1 I 1 1 I 1 I 1 1 1 I 1 I 1 I I 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 I 1 I 1 I 1 1 1 I 1 I 1 1 I 1 I 1 1 1 1 1 I I I I I I 1 1 I 1 I I 1 1 I I I 1 I 1 I 1 I 1 1 I I I 1 1 y I 1 1 I 1 1 1 I I I 1 O 1 I I I 1 I 1 1 1 I 1 O 1 I I 1 1 1 I 1 1 I I O 1 I 1 I 1 I 1 I 1 1 1 F Bending Moment On -kips) 2000 4000 6000 9000 1114 1.2E4 1.4114 1.6E4 I 1 I 1 1 I 1 1 I 1 I 1 t I I I I I 1 1 1 I 1 I I 1 I 1 1 I I 1 1 1 1 I 1 1 I 1 1 1 1 1 i 1 I 1 1 I 1 1 1 1 1 I 1 1 I 1 1 I I I 1 I I I I 1 I 1 I Ir I I I 1 1 I 1 I 1 1 I I I I I I I I I 1 I I I J I 1 I J--------L-------J-------- L_------1 -------- I -------- 1------ I I I 1 I 1 I I I 1 i 1 I 1 1 1 I I I 1 1 I I 1 I i J_ _ _ - _ _ _ _ L _ _ _ _ _ _ _ - - _ - _ _ - _ - L _ - - - _ _ _ 1 _ - _ _ _ _ - I 1 I 1 1 1 1 1 I I 1 I I 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 I 1 I ----I 1 1 I I 1 I 1 1 I 1 ---- I 1 I 1 1 I I I 1 I 1 1 I 1 I I 1 1 I 1 r______ ________ 1 I i I 1 I 1 I 1 1 I 1 I 1 1 1 1 I 1 I 1 I I 1 I 1 1 1 I I I I I I 1 1 i 1 I 1 I 1 1 I I I 1 1 1 1 I I 1 1 f I I 1 1 1 I I I 1 1 1 1 I I 1 I 1 I 1 1 I 1 I 1 1 1 1 -------- I 1 1 1 1 I I 1 1 I 11 1 I 1 1 I 1 I 1 I I I I 1 I I I 1 I 1 I I I 1 I I 1' I L-------J--------L-------J--------L-------J-------- 1 1 I 1 1 I I I I I 1 1 1 I I I I 1 1 I •I I I I 1 1 1 1 I I I I 1 1 I I I I I 1 I I I I 1 I 1 1 L_ _ _ _ _ _ _ 1 - - _ _ _ _ _ _ I I I I I I 1 I I 1 I I 1 1 I I 1 I I 1 I I 1 1 I I I I 1 1 1 I 1 I 1 I I 1 I I I 1 1 I 1 1 I v Load: 20100 Pier Overturning Stability Check EEI Project No.7YY'= Base Moment, kip -ft a 8.2`t Pier Diameter, ft Date00h. Shear Force, kips Groundwater, ft v.l eH.c si7 1+ y E's?;t ; Force, kips, 3y2' Pier Embedment. 23ical Disregard, ft 3 Soil Properties Information Soil Layer Depth, ft Y c psf Kp SAN+DYkSILT 115ri71R,, 2.17 UR t j rapuma Zero Line, ft 16.9 Force 1.463% Resisting 3,100.98 Overturning 1,541.99 Moment, k -ft Moment, k -f Safety Factor 2.01 OE TECHNIC AT .. ENGINEERING REPORT for a NEXTEL COMMUNICATION TOWER SITE SITE #CA-6748A MACHADQ Prepared for. BID SET NEXTEL COMMUNICATIONS 310 Commerce , Irvine, California 42602-1300 May 24, 2000 E REFERENCE ONLY No. p.1 1-01 OP CAO Robert Young & Associates GEOTECHNICAL & STRUCTURAL EVGINEERING FOR SAFE, ECONOMICAL STRUCTURES TABLE OF CONTENTS 1. INTRODUCTION 1.1 Project Description 1.2 Scope of Investigation 2. SITE INVESTIGATION 2.1 Surface Conditions 2.2 Seismicity 2.3 Subsurface Conditions 3. DISCUSSION AND RECOMMENDATIONS 3.1 Site Preparation 3.2 Types of Foundations for Monopole Tower 33 Design Parameters for Monopole Tower Foundation 3A Building Foundations 3.5 Slabs -on -grade 3.6 Liquefaction 3.7 Sulfate Content 3.8 Trench Backfill 3.9 Engineered Fill 3.10 Drainage 3.11 Settlement 3.12 Temporary Slopes 4. CONSTRUCTION OBSERVATION S. LIMITATIONS PLATES: 1. Site Location 2 Site Plan 3. Unified Soil Classification 4. Log of Exploratory Boring S. Resistivity Test Results 6. UBC Recommendations Based on Sulfate 7. Site Photos 1. INTRODUCTION This report presents the results of a geotechnical investigation for a proposed Nextel monopole communications site to be located in the City of Lake Elsinore, Riverside County, Los Angeles, California. The purpose of the investigation was to evaluate the surface and subsurface soil materials and based on these findings to recommend the types of foundations and relevant engineering parameters to be used in the design of the foundation. This report includes the results of the site reconnaissance and analysis and the resulting recommendations. 1.1 Project Description The project consists of the erection of a single 75 foot high monopole communication tower, an equipment shelter, and associated structures. No other site work is planned. Plate 1, "Site Location" shows where the project site is located relative to Lakeshore Dr., Machado St. and other city streets. The site address is 16401 Lakeshore Dr.; Lake Elsinore, CA. Plate 2, "Site Pian" shows the location of the -proposed lease site and the exploratory boring with respect to existing structures. i 1.2 Scope of Investigation The scope of this investigation consisted of the following: 1. A review of available geologic maps and literature to identify any geological or seismic features that could affect the project. 2. A surface reconnaissance of the site to further identify features that could affect the project. 3. A subsurface investigation consisting of logging and sampling of one exploratory boring drilled near the proposed tower site. 4. Laboratory testing of samples taken from the exploratory boring, consisting of classification tests to predict engineering behavior, resistivity testing for electrical grounding. S. The preparation of this report. 0 This report was prepared in accordance with generally accepted soils and foundation engineering practices applicable at the time the report was prepared. No other warranties either expressed or implied are made as to the professional advice provided. The recommendations wade are based on our observations during the surface and subsurface investigations and laboratory test results. The scope of this investigation did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water or groundwater. 2. SITE INVESTIGATION The subsurface investigation was performed on May 18, 2000 and consisted of drilling one exploratory boring with a CME 75 drill rig with hollow flight augers. The depth of the exploratory boring was 26.5 feet The materials encountered in the exploratory boring were sampled using a 2 inch. I.D. split spoon sampler that was driven 18 inches using a 30 inch drop from a 140 pound hammer. The blow counts for the last 12 inches were recorded, converted to standard penetration -resistance, and shown on the boring log. The materials were logged and classified according to the Unified Soil Classification System (Plate 3). The location of the exploratory boring is shown on Plate 2. (The location shown is not based on survey and is therefore approximate.) Detailed descriptions of the materials encountered in the boring are presented on the boring log (Plate 4). Pocket penetrometer readings were taken when appropriate and results shown on log 2.1 Surface Conditions The site for the tower was located in the parking area of a U -Haul storage facility. The proposed site was relatively level and covered with gravel. 2.2 Seismicity The San Andreas Fault lies 56 kilometers southwest of the site, and is classified as active.1 The San Andreas Fault has produced many major earthquakes since the early 1800's when earthquake recording began. The "maximum credible" earthquake for the San Andreas Fault has a Richter magnitude of 8.25. A small portion of the Casa Loma Fault is located 23 kilometers northeast and is also classified as active. Fault Map of California, James F. Davis, California Division of Mines and Geology, 1994 Geotechnical Report for Nextel Site #CA -6748A Machado Page 2 The Glen Ivy North Fault is located within 2 .kilometers of the site and is classified as Qiaternary, meaning that there has been no historical movement, but movement within the last 2 million years. Other Quaternary Faults in the area include: the Wildomar Fault, located 4 kilometers southwest of the site; the Willard Fault, 4 kilometers southwest and the Elsinore Fault, located 17 kilometers southwest of the site. The Harris Fault, located 8 kilometers southwest of the site is classified as Pre - Quaternary (no movement within the last 2 million years). The Tenaja Fault, located 15 kilometers southwest and the Allso Fault, located 17 kilometers southwest are also Pre -Quaternary Faults. Faults in this category should not be considered dead. Evidence of recent movement may not have been observed or it may be covered by younger rocks or deposits. The field investigation did not uncover any evidence of fault movement. The 1997 Uniform Building Code shows the site in Seismic Zone 4. Seismic Source Type from'Table 16U - C Near Source Factor'Na from Table 16S • 1.0 Near Source Factor Nv from Table 16T - 1.0 Soil Profile Type from Table 16J -SD. 1997 UBC vol 2 Section 16 2.3 Subsurface Conditions The subsurface soil consisted of a hard sandy silt that extended to the maximum depth explored of 26.5 feet Groundwater was not encountered in the exploratory boring. It should be noted that groundwater conditions may fluctuate depending on rainfall and/or runoff conditions not apparent at the time of this investigation. 3. DISCUSSION AND RECOMMENDATIONS Based on the results of the field investigation, laboratory testing, analysis and our understanding of the project, from a geotechnical standpoint the project may be developed essentially as planned. Geotechnical Report for Nextel Site #CA -6748A Machado Page 3 Detailed recommendations follow. These recommendations are based on the subsurface conditions encountered at the location of the boring and should not be extrapolated to other areas or used for other facilities without our prior review. 3.1 Site Preparation The site area should be stripped of any asphalt, vegetation and/or organic material (estimated stripping depth is 3 inches). The stripped site surface should be firm native soil or compacted fill (Requirements of Section 3.9 below) and have no loose material. 3.2 Types of Foundations for Monopole Tower The types of foundations recommended for the proposed tower are either 1) a reinforced concrete mat bearing on the native soil at a depth of at least 18 inches below the surface or 2) a single, drilled and poured -in-place reinforced concrete caisson. Either type of foundation should be designed to resist overturning and horizontal sliding from lateral forces as well as provide bearing support for vertical Toads. The foundation design parameters to be iised for either foundation are shown in section 3.3 below. 3.3 Design Parameters for Monopole Tower Foundation a. Allowable bearing capacity at a minimum of 18 inches below the surface: 1250 pounds per square foot for dead load 1500 pounds per square foot for dead plus live loads 1750 pounds per square foot for all loads including wind and seismic Note: the bearing surface of the mat foundation should be in native, undisturbed soil or bedrock and have no loose material. b. Allowable bearing capacity below 8 feet: 3,000 pounds per square foot for all loads Note: the bearing surface of the caisson foundation should be in native, undisturbed soil or bedrock and have no loose material. c. Allowable lateral bearing pressure 1 foot to 25 feet below surface (i.e. neglect upper 1 foot of soil): Geotechnical Report for Nextel Site #CA•6748A Machado Page 4 150 Lbs./Sq./Ft./Ft. of depth below natural grade for dead loads 200 Lbs./Sq./Ft./Ft. of depth below natural grade for long term live loads i250 Lbs./Sq./Ft./Ft. of depth below natural grade for all loads including wind and seismic d. Lateral sliding resistance: 0.35 3.4 Building Foundations Any proposed building structures may be supported on conventional rein- forced concrete continuous perimeter and isolated column footings which bear on the native materials or on engineered fill. Footings may be designed using an allowable bearing capacity of 1000 pounds per square foot (psf) for allloads. Any building foundations should be a minimum of 12 inches wide and be at least 12 inches below finished adjacent grade. 3.5 Slabs -on -grade Concrete slabs -on -grade should be placed on at least 4 inches of drain rock or pea gravel. to provide a uniform structural base. The base material may be placed directly on native soil prepared and compacted to the requirements of section 3.1 of the geotechnical report or on engineered fill prepared to the requirements of Section 3.7 below. Minimum slab reinforcing should be 2.9 x 2.9 10/10 mesh or #3 rebar at 18 inches on center. If the slab is used for a floor that will have moisture sensitive floor covering it should be underlain with an impermeable membrane that is placed over the drain rock. This vapor membrane should be covered with two Inches of clean fine sand to provide membrane protection and promote uniform slab curing. 3.6 Liquefaction Liquefaction generally occurs in fine sands and silts that are loose in consist- ency where they are under the groundwater table. Since the groundwater table at this site is a hard sandy silt it is unlikely that liquefaction would occur during an earthquake. Geotechnical Report for Nextel Site #CA -6748A Machado Page 5 3.7 Sulfate Content The soluble sulfate content of the surface soil (ie 0 to 2 feet) is less than 0.01 percent'based on laboratory testing. Concrete that is used for construction that will be in contact with, this sulfate soil should conform to Table 19-A-4 of the 1997 Uniform Building Code (Plate 6). 3.8 Trench Backfill Native or imported soils may be used for trench backfill; rocks greater than one inch in maximum dimension should not be used within 12 inches of any utility line. All trench backfill should be moisture conditioned to near optimum moisture content, placed in lifts less than 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by ASTM D 15 S 7. The upper 6 inches of any areas supporting footings, concrete slabs or pavements should be compacted to 95 percent. Jetting should not be used for compaction. 3.9 Engineered Fill The materials encountered in the boring should be suitable for engineered fill if they are conditioned to optimum moisture content. If imported fill is used it should be free of organic material and debris, evenly graded, less than 6 inches in maximum dimension and non -plastic (plasticity index less than 15, liquid limit less than 30). Imported fill materials should be tested and approved by the engineer prior to use. All fill material should be moisture conditioned to near optimum moisture content, placed in lifts less than 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. The upper 6 inches of any areas supporting footings, concrete slabs or pavements should be compacted to 95 percent. 3.10 Drainage Final grading should leave 2% minimum gradients away from foundations. - 3.11 Settlement Post construction settlement of the mat or caisson foundation for the monopole tower or the building footing should be less than 1/4 inch. Geotechnical Report for Nextel Site #CA -6748A Machado Page 6 3.12 Temporary. Slopes Temporary slopes in the native soil should not exceed one -and -one half horizontal to one vertical (i.e. 1.5:1). . I- 4. CONSTRUCTION OBSERVATION Variations in subsurface conditions are possible and may be encountered during construction. In order to permit correlation between the subsurface data obtained In our Investigation and actual subsurface conditions encountered during construction and to assure conformance. with the plans and -specifications, a representative of Robert.Young and Associates should observe the tower foundation excavation prior to placement of concrete and reinforcing steel. We also recommend that we review the final design documents in order that the recommendations be properly implemented. S. LIMITATIONS The recommendations presented in this report are based on field observations, laboratory testing and our understanding of the'project. We request that we be notified immediately if any subsurface conditions are encountered during construction that differ from those described in this report so that we can review them and make any appropriate changes. Also, if the scope of the project or location of the foundation changes from that described in this report, we request that we be notified. Geotechnical Report for. Nextel Site #CA -6748A Machado Page 7 vu c Il 0i f• t E't 1 p Ail 1 4 2r yaa• " r t '^. 1 '• } 1 Y } ''+try f 9 7 P , x 06 z ! i 0. J 1999 ma DQ uest.00 m. Inc.: 01999 Navigation Tach no bg las • :. L NOTES: The purpose of this map is to show the approximate location of the site associated with this report only. Original site location map provided by Nextel. ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: Nextel: Site #CA -67489 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: SitgL,Qs,11 530)477-2864 IDATE:/24/Q PLATE: 1 OF 7 fig Hl 7 fig LOG OE EXPLO13ATORY BGRING DATE: 5/18/00 LOGGED BY;, n DRILLING EQUIPMENT: CUE 7f DrI1,W9. with Hallow Flight Auggre SITE: NeXISI Site *CA-674BAn Mschado Q=dz%on-of M"AW and notes a 12 8.1 Brown sandy SILT (ML) slightly moist, hard Pocket Penetrometer = 4.5 TSF 10 5.2 5.0' Packet Penetrometer = 3.0 TSF 20 10.3 10.0' Pocket Penetrometer > 4.5 TSF 11017.9,13.0' 25 1 S.5 1 20.0•. 138 15.8 125.0' Pocket Penetrometer = 4.0 TSF very sandy Pocket Penetrometer > 4.5 TSF TOTAL DEPTH = 26.5 feet _ = Sample Taken ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: Nextel: Site #CA -6748A 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Lost of ExWoratory Boring 530)477-2864 DATE: 5/24/00 PLATE: 4 OF 7 0 E 1997 UNIFORM BUILDING CODE REQUIREMENTS 4 FOR CONCRETE EXPOSED TO SULFATE - CONTAINING SOLUTIONS TABLE I9 -A-4 Notes: 1 A lower water - cementilious materials ratio or higher strength may be required for low permeability or for protection against corrosion of embedded items or freezing and thawingTable19-A-2). 2 Seawater. 3 Pozzolan that has been determined by test or service record to Improve sulfate resistance when used In concrete containing Type V cement. ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: Nextel: Site #CA -6748A 563 Idaho. Maryland Road, Grass valley, CA 95945 ITEM: UBC Recommendations Based on Sulfate 530)477-2864 'SATE: 5/24/00 PLATE: 6 OF 7 Water Soluble Water- Sutlele Sulia1e(So4) In Sullale (SO4) In Demardtfous Exposure Soil, Percentage Walappm Cement erials Ratio. by elgM, Normal Mtnln um t' lVomral W elgttt UgMweigMby.Welght Type Weight Aggregate and Aggregate Concrete pal ncretel x 0.00689 for MPa Negligible 0.00-0.10 0-150 2 Moderate 0.10-0.20 150-1,500 I,A(MS). ls(Ms) 0.50 4000 Severe 0.20-2.00 1.500.10,000 V 0.45 4500 Very Severe over 2.00 V ply Over 10.000 P ozzolarP 0.45 4500 Notes: 1 A lower water - cementilious materials ratio or higher strength may be required for low permeability or for protection against corrosion of embedded items or freezing and thawingTable19-A-2). 2 Seawater. 3 Pozzolan that has been determined by test or service record to Improve sulfate resistance when used In concrete containing Type V cement. ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: Nextel: Site #CA -6748A 563 Idaho. Maryland Road, Grass valley, CA 95945 ITEM: UBC Recommendations Based on Sulfate 530)477-2864 'SATE: 5/24/00 PLATE: 6 OF 7 Location of EXDIOratory Bnrfnn ! nr%kinn Pnet 7DaL T YOUNG AND ASSOCIATES CLIENT/JOB: Nextel: Site #CA -6748A Idaho Maryland Road, Grass galley, CA 95945 ITEM: Site Photos 477-2864 DATE: 5/?4100 PLATE: 7 OF 7 NEPA RF Checklist PREPARED, Communication Tower Taff Street FORM Version 1.406 Main R. Market Jr. 1117/2001 0&D4/2002 NEPA RF ChecklIsIt for Communication Towers iSite Name t4o6m•wne Site Cascade P a""cli Site Address 1 Laftsshors Dr. • i ako, tri re Ca..92630. Site Desdlplkm Y Site Owner fdcTA Owner Contact 4 P8GdGGjQng 11714.13is.1m enter nla If Sprint PCS) Number of Sprint PCS Transmit Antennas AddlAlonal Notes Criias. Optional) 1. Perform Front/Beck Gerd Public Limit Distance Calculations for each Sprint PCS transmit antenna and record here. (Use sampe.xts) Keep printout of sampe.xis calculation In file. Antenna Reference Height Azimuth Frequency GP Front GP Back 1 2 3 4 S 6 PCSSMSS-13-2 PCSS t3-2 PCSS065-' 13=2 CSS065-13-2 PCSSWS-13-2 PCSMS,,13-2 63 83 63' 63 63' 63 100 100 ' 200 200 290 290 1`900 190. 77 1900 1900• 19007 1900 8.4422 BA422 8,4422 8.4422 6.4422 8.4422 4.2669 0.2869 0.2669 0.2689 0.2669 710.2669 required Held NIA N Antems WA 7 8 Reference Height Azimuth Frequency GP Front GP Back 2. Is this a Sprint PCS -Owned Tower? Go to 2a 2a. Is this a Telephone pole mounted Mlarocall Installetlon ? Go to 3 3. Are the fronts of any Sprint PCS antennas accessible to. ambers exercising sate climing practices? Go to 6 ' 4. Has the tower owner allowed Sign Type 4b including owner contact telephone number? Sprint PCS, Proprietary and Confidential 4GL, feet degrees MHz feet feet F Yei No Pagel of 2 feet grees AHz Feet reet NEPA_RF Checklist RV54XC617D.ide 08/91/2002 08:17 FAX 849 623 5166 _.-RINT PCS NEPA RF ChodW PREPARM. FORM Ven*m , AOb wham R. Merkel Jr. tm oot r s,rzt>Qx NEPA RF Chad" Por OonuauNoalbn TOaaere We NOW r" mw cascade* 6flp - - a. own above anagNa. eda alta cart4 be used In n current aktte. WMar abttrtdoaIto alta, makectrnW of oo td Taotadat SPIN mda for fuller aaalrtanoo. sties Has Toobnloat Standards Approved a sotutton ® Tech Sgfk for alta 2101 O red, on Darted 0 No 9W Neaaasary. iim dta meow NEPA AP re*inwnwd& t eentty dw the loWmatfan proMed harsh Is ODrr9el tot o beat Cf aw h woo W and the atudtes. m Watlorm and acdoea paffetnled OD wbwntleEe a+e nealtom we doaun Nad (doogbn b atmd ad.) k (}_ O IZaoz- RF Deaton honaprbSt. fIF Enghm am Sp&d PCS. Propriafary and Oxftenttat Papa 2 of 2 tm 005 Comumic ian T&M Tab Shan NEPA-AF_Chedft RVISUCS17D.x12 Singeenna MPE . Form Version 1.2 (02/18100) Cylindn Power Output Transmit Power transmit Power sency ina Centerline Distance sure Angle ( 0 degrees usually) al Length of Antenna Exposure Limit Percent Ant. IOD.00%1 1 50.00% 2 33.33% 3 5.00% 20.0 Calculated i Prepared by em R. Merkel Jr. 08/0112002 watts watts MHz feet degrees feet degrees mwhxn2 Cascade # Site Address Site Description Antenna Type Antenna Owner Antenna Location RV54XC5170 16401 Lakeshore Dr, La AAONOPINE PASSp65-13=2 Sprint PCS 0 Ft To G1L-of-Anenrta, 412.xIs verston 1.4.12 ` Sprint PCS Engineering and Operations Percent of TAPE vs. Horizontal Distance (1 Antenna) Cylindrical Model E'.7 Updaled Nov 19, 2001 e—General Occupational Sprint PCS, Proprietary and Confidential Page 1 Sampe Antenna MPE RV54XC517D Front Baek.xls Singa MPE Form Version 1.2 (02118100) Transmit Power Frequency Vertical Length of Antenna Exposure Angle (0 degrees Usually) Beam -Width Center line Distance Exposure Limit Percent ii Ant. 100.0096 1 Prepared by I& R. Merkel Jr. 08/01/2002 watts Cascade 0 MHz Site Address mkt, Feet Site Descrwptwn degrees degrees feet tonna Type Antenna Owner mw/cm2 Antenna Location ance Notes 14ICk_exp 163 Ft To CIL of Anenna. 1 i fi In Calculated using Sampevl 412.xts version 1.1.12 1 Sprint PCS Engineering and Operations Updated Nov 19, 2001 Percent of UPE vs. Horizontal Distance 41 Antenna) Cylindrical Model 1—+—GGtean_eraall Sprint PCS, Proprietary and Confidential Page 1 Sampe Antenna MPE RV54XC517D Front_BacXxiS CITY OF LAKE qi4ORE BUILDING DIVI 1 ES 1`— E R M I I # 1'4 —D- er Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 8445 Freeport Parkway, Suite 375, Irving, Texas 75063 APPROVED Structural Analysis Report Existing 75 ft. EEI Monopole Customer Name: SBA Communications Corp Customer Site Number: CA45527-A Customer Site Name: Machado Carrier Name: Verizon Wireless Site Location: 16401 Lakeshore Dr. Lake Elsinore, California 92530 Riverside County Latitude: 33.688444 Longitude: -117.374583 APPROVED FOR PERMIT ISSUANCE' SCOTT FAZEKAS & ASSOCIATES, INC. DATE BY / These plans have been reviewed for adherence tot e applicable codes and ordinance. Authorization mit ption is hereby granted °able City agenc sue a esg p approval by all app ranting of aA d SiS Reselt• on , The issuance or granting cons rue to approval of these p Mo a i khljs1719:9[Pass] permit or approve an N per t presumed to give codes or ordinance. gd y authority to violate or ca @qqP Rr . ok &* ant codes shall be valid. CI li Y OF N BUILD PERNIT TES Project Number: 12216 Page 1 September 10, 2014 t y'1 Tower Engineering Solutions Phone (972) 483-0607, Fax (972) 975-9615 8445 Freeport Parkway, Suite 375, Irving, Texas 75063 Structural Analysis Report Existing 75 ft. EEI Monopole Customer Name: SBA Communications Corp Customer Site Number: CA45527-A Customer Site Name: Machado Carrier Name: Verizon Wireless Site Location: 16401 Lakeshore Dr. Lake Elsinore, California 92530 Riverside County Latitude: 33.688444 Longitude: -117.374583 Analysis Result: Max Structural Usage: 79.9% [Pass] Report Prepared By:, Kyle Wyant TES Project Number: 12216 Page 1 September 10, 2014 Introduction The purpose of this report is to summarize the analysis results on the 75 ft. EEI Monopole to support the proposed antennas and transmission lines in addition to those currently installed. Any modification listed under Sources of Information was assumed completed and was included in this analysis. Sources of Information Tower Drawings Engineered Endeavors Incorporated, Drawing No. GS52632, dated September 5, 2000 Foundation Drawing N/A Geotechnical Report N/A Modification Drawing Semaan Engineering Solutions, LLC, Project No. CA2502, dated June 19, 2009 Analvsis Criteria The feasibility analysis was performed in accordance with the requirements and stipulations of the ANSI/TIA-222-G. In accordance' with this standard, the structure was analyzed using TESPoles, a proprietary analysis software. The program considers the structure as an elastic 3-D model with second - order effects and temperature effects incorporated in the analysis. The analysis was performed using multiple wind directions. Basic Wind Speed Used in the Analysis: based on IBC 2012) Basic Wind Speed with Ice: Operational Wind Speed: Standard/Codes: Exposure Category: Structure Class: Topographic Category: Crest Height: Seismic Site Class: Seismic Parameters: Veit = 110 mph (3 -Sec. Gust) / Vasd = 85 mph (3 -Sec. Gust) No Ice Considered 60 mph + 0" Radial Ice ANSI/TIA-222-G / 2012 IBC / 2013 California Building Code C 1 . 0 ft. D SS=2.398,51=0.967 TES Project Number: 12216 Page 2 September 10, 2014 Existing Antennas, Mounts and Transmission Lines The table below summarizes the antennas, mounts and transmission lines that were considered in the analysis as existing on the tower. Proposed Antennas, Mounts and Transmission Lines' Information pertaining to the proposed antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. Elevation Transmission Items Items Qty. Antenna Descriptions Mount Type & Qty. Owner ft) ft) Lines 2 63.0 12 PCS S 065-13-2 3) T -Arms 12) 7/8" Sprint 3 57.0 1 HP2 Dish Pipe Mount 3) T -Arms 1) 3/8" T -Mobile 12) 7/8" 4 53.0 6 UMWD-03319-XDM Proposed Antennas, Mounts and Transmission Lines' Information pertaining to the proposed antennas and transmission lines was provided by SBA Communications Corp. The proposed antennas and lines are listed below. All transmission lines are considered running inside of pole shaft. TES Project Number: 12216 Page 3 September 10, 2014 Elevation Transmission Items Qty. Antenna Descriptions Mount Type & Qty. Owner ft) Lines 1 73.0 6 Commscope SBNH-1D6565A 3) T -Arms 12) 7/8 Verizon Wireless All transmission lines are considered running inside of pole shaft. TES Project Number: 12216 Page 3 September 10, 2014 Analysis Results The results of the structural analysis, performed for the wind and ice loading and antenna equipment as defined above, are summarized as the following: Foundations Moment (Kip -Ft) Anchor Original Design Reactions Pole shafts Base Plate Analysis Reactions 1059.4 Bolts Max. Usage: 58.7% 58.2% 79.9% Pass/Fail Pass Pass Pass Foundations Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. No foundation drawing or geotechnical soil report is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 12216 Page 4 September 10, 2014 Moment (Kip -Ft) Shear (Kips) Original Design Reactions 1182.2 , 20.1 Analysis Reactions 1059.4 18.2 Factored Reactions* 1596.0 27.2 of Design Reactions 66.4% 66.9% Per section 15.5.1 of the TIA-222-G standard, factored reactions were obtained by multiplying a 1.35 factor to the original design reactions. No foundation drawing or geotechnical soil report is available for the analysis of the existing foundation. Since the reactions calculated from the current analysis are less than those indicated on the original structural design drawing, the foundations are assumed to be adequate to resist the reactions from the current analysis. TES Project Number: 12216 Page 4 September 10, 2014 1 Operational Condition (Rigidity): Operational characteristics of the tower are found to be within the limits prescribed by ANSI/TIA-222-G for the installed antennas. Maximum twist/sway at the elevation of the proposed equipment is 1.1298 degrees under the operational wind speed as specified in the Analysis Criteria. Conclusions Based on the analysis results, the existing structure and its foundation were found to be adequate to safely support the existing and proposed equipment and meet the minimum requirements per the ANSI/TIA-222-G Standard and the 2013 California Building Code under the design basic wind speed as specified in the Analysis Criteria. t TES Project Number: 12216 Page 5 September 10, 2014 Standard Conditions 1. This analysis was performed based on the information supplied to (TES) Tower Engineering Solutions, LLC. Verification of the information provided was not included in the Scope of Work for TES. The accuracy of the analysis is dependent on the accuracy of the information provided. 2. The analysis is based on the presumption that the tower members and components along with any existing reinforcement items have been correctly and properly designed, manufactured, installed and maintained. 3. All the existing structural members were assumed to be in good condition with no physical damage or deterioration associated with corrosion. 4. An initial tension of 10% of the break strength on all the existing guy wires was assumed in all the structural analyses of guyed towers unless different values were provided by the client. TES cannot take responsibility for the deviations in the analysis results because of differences in the initial tension forces of the existing guy wires. It isn't possible or practical to obtain all the information required to perform a detailed investigation of every secondary component or connection. TES cannot take responsibility for verification of the adequacy on the connections; bolts and welds present in the structure. 6. The analyses will be performed based on the codes as specified by the client or based on the best knowledge of the engineering staff of TES. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/TIA-222. If wind speed or/and ice loads are different from the minimum values recommended by the EIA/TIA-222 standard or other codes, TES should be notified in writing and the applicable minimum values provided by the client. The configuration of the existing mounts, antennas, coax and other appurtenances were supplied by the customer for the current structural analysis. TES has not visited the tower site to verify the adequacy of the information provided. If there is any discrepancy found in the report regarding the existing conditions, TES should be notified immediately to evaluate the effect of the discrepancy on the analysis results. 8. The client will assume responsibility for rework associated with the differences in initially provided information, including tower and foundation information, existing and/or proposed equipment and transmission lines. 9. If a feasibility analysis was performed, final acceptance of changed conditions shall be based upon a rigorous structural analysis. TES Project Number: 12216 Page 6 September 10, 2014 Usage Diagram - Max Ratio 58.74% at O.Oft Structure: CA45527-A-SBA Code: -EIAMA-222-G 9/10/2014 Site Name: Machado Exposure:.0 . 1IESHeight: 75.00 (ft) Gh: .1 Base Elev: 0.000 (ft) Page' 1 Tower Engineering So Dead Load Factor: 1.20 ; vIterations: 19 Wind Load Factor: 1.60 :} Load Case: 1.21) + 1.6W 85 mph Wind -' 7x Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. r 1s-0' 75.0DO 73.000 1I t x 1.00. 70.000 68.000 a, • ti .... j•, 63, p63.00063.000- t 60.000 57. 1 1 1 1 tm - ^ _ 37-0.318 114' Thick 55.000 g. 65 K51) 5 53.000 r rrr, 50+000, 48.000 45.000 4 M Y C 40.000- jY i. l J •.r S t 41'-3• T.• 7.63337.633- x WW i i 75'-0• 35.000 r" 30.000- r 25.000 20.000 r -r = T , 41'-3318 5/iF Thick 65 15.000 10.000 i i 5.000` r i 0000.000- 0.01 0.110.61 O.Z1 0.31 0.41 0.51 0.61. 0.71 .0.81 0.91 - Interaction a.o: x Structure: CA45527-A-SBA Type: ,Tapered _ Base Shape: 18 Sided 9/10/2014 illIll Taper; 0:30333 ` Site Name: Machado ` IESHeight: 75.00 (ft) t_, 268SeElev: 0.00 (ft) r Page: Tower Engineering Solutions 0. Copyright © 2014 by Towet: Engineering Solutions," LLC. All rights reseived. 37'-4.3/8 r' 1/4' Thick 65KSI) j Ci 4 j 75'-0• 41•-35/8 + 5/16• Thidc 65 KSI) i j Shaft Properties t , t Length JointGrade ? s o• .. Seq (ft) - Top Bottom Thick Type;Taper.. •(ksi) , 1 73. . 1 41.30 23.22 35.75 0.31 0.30333 65 _ 2 37.37 13.50 24.83 0.25. Slip ` -0.30333 "65 Discrete Appurtenances Attach. Force Qty Description CarrierEley (ft) Eley (ft) 63• 75.00 75.00 1 Pine Branches 73.00 , 73.00 6 Commscope . Veriz'on Wireless * 73.00 73.00, 3 T -Arms Verizon Wireless 68.00 68.00 1 Pine Branches 63.00 63.00 12 PCS S 065713-2 Sprint _ j'. 63.00 63.00 3 T -Arms Sprint ,- 58.00 58.00 1 Pine Branches 57.00 57.00 1 HP2 Dish ,T -Mobile 53.00 53.00 3 . T -Arms _ T -Mobile„ _ 53.00 53.00 6 UMWD-03319-XDM T -Mobile• 48.00 48.00 1 Pine Branches Linear Appurtenances Elev Elev From (ft) To (ft) Placement Description - Carrier ` u , ` it-rsre0.00 73.00 Inside 7/8" Coax Verizon Wireless 0.00 - 63.00 Inside 7/8" Coax.; Sprint • '' 0.00 57.00 Inside 3/8" Coax T -Mobile 0.00 53.00 Inside, 7/8" Coax T -Mobile a ` Anchor Bolts Urade Qty Specifications ksi)Arrangement 8 2.25" 18J 75.0 Radial Base Plate Thickness Specifications' Grade - in) in) (ksi) Geometry r 1.5000 50.0 60.0 Round r' Reactions t Load Case Moment Shear- ',:Axial ` . 1.2D + 1.6W 85 mph Wind 1059.4 18.2. 19.3 ' 18.2, 0.9D +,1.6W 85 mph Wind 1052.6 , .14.5 1.213 + 1.OE 535.6 8.0 ' 19.3 r 0.9D + 1.0E - 531.7. .. 8.0 ... _ . 14.5 1.OD + 1.OW 60 mph Wind 328.7 5.7 _ ., ,16.1 1f, Ora. 0. Copyright © 2014 by Towet: Engineering Solutions," LLC. All rights reseived. 37'-4.3/8 r' 1/4' Thick 65KSI) j Ci 4 j 75'-0• 41•-35/8 + 5/16• Thidc 65 KSI) i j Shaft Properties Structure: CA45527-A-SBA Code: EIAITIA-222-G 9/10/2014 Site Name: Machado Exposure: C F Height: 75.00 (ft) Crest Height: 0.00 IES Base Elev: 0.000 (ft) SiteClss: ' D- Stiff Soil. ru,ccr 4apmlcciing 5ulmiuns Gh: 1,1 Topography: 1 • Struct Class: " 11 Page: 3 Sec. Length Thick Fy Joint Overlap ; Weight No. Shape ft) (in) (ksi) Type (in) (Ib) 1 18 41.300 0.3125 65 0.00 _ 4,066: 2. 18 37.367 0.2500 65 Slip _44.00 1,909 , Total Shaft Weight_ ._ ;5,975• - Bottom w To p Sec. Dia Elev Area Ix . - W/t DA - -.'Dia Elev Area Ix - W/t D/t No. (in) ft) (sgin) (in "4) Ratio. 'r Ratio (in)';. (ft) ,, r(sgin)' (in "4) Ratio Ratio Taper 1 _ .35.75 0.00 35.15 _ 5576.78 18.76 114.4 _23.22 41.30, M1 22.72. _ 1506.82 11.69 74.31 0.303333 2 24.83 37.63 19.51 1489.61 16.10 "99.33 ` 13.50 - 75.00. r= 10.51 ''' 233.20 ` 8.111 54 0.303333 Copyright © 2014 by Tower Engineering. Solutions,' LLC. All rights reserved Load Summary Structure: - CA45527-A-SBA Code: EIA/TIA-222-G Site Name: Machado . Exposure: C Height: 75.00 (ft) f ' Crest Height: •0:00 Base Elev: 0.000 (ft) Site Class: ' -D,- - Stiff Soil 9/10/2014 a - IES' Tower Engineering Solutions Gh: 1.1 Topography:.- 1 . y Struct Class:" SII Page: 4 Discrete Appurtenances No -Ice Ice` Hor. Vert Elev Weight CaAa CaAa Weight CaAa CaAa y Ecc. Ecc No. (ft) Description Qty (lb) (sf), Factor lb) sf) Factor a ft) ft) 1 75.00 Pine Branches 1 45.00_ 1.00 750.00 45.00 1.00 0.00 0.00750.00 2 73.00 Commscope SBNH-1D6565A - - '6 38.40 5.38 ,;,0.83 0.00. 0.000 0.83 0.00 • 0.00 3 73.00 T -Arms 3 350:00 8.00' 0.75. 420.00 10.50, 0.75 0.00 0.00 4 68.00 Pine Branches 1-5 "' 1500.00 ` 90.00 1.00 1500.00 90.00 1.00 0.00 0.00 5. 63.00 PCS S 065-13-2 12 9.60, 3.88 0.65 0.00 0.000 0.65 0.00 0.00 6 63.00• T -Arms 3 350.00. `8.00 `. .0.75 420.00 10.50 0.75 0.00 0.00 7 58.00 Pine Branches _ 1 __ _. 1500.00 90.00 1.00 1500.00. 90.00 1.00 0.00 0.00 8 57.00 HP2 Dish 1•, . 27.00. 3.96 1.00 ; '. 0.00 4.300 1.00 y 0.00 0.00 9 53.00, 7 -Arms 3 • 350.00 8.00 - 0.75 420.00. 10.50, 0.75 0.00 0.00 10 . 53.00 UMWD-03319-XDM 6 =29.00' 5.63; _ 0.78 0.00 0.000 0,78 0.00 _ 0.00 11 48.00 Pine Branches 1 V 1500.00 90.00 1.00 1500.00 90.00 1.00 0.00 0.00 Totals: -38 1-' 8,946.60 9,030.00 Linear Appurtenances Bottom Elev. Top Elev.` 4 Exposed ft) ft) Description r ;'Width Exposed 0.00 73.00 (12) 7/8" Coax 0.00 _ Inside_ 0.00 63.00 02) 7/8" Coax 0.00. `- inside 0.00 57.00 (1) 3/8" Coax 0.00 Inside 0.00 53.00 (12)7/8" Coax 0.00 Inside r } ' r J. 1. { G ' Copyright © 2014 by Tower Engineering Solutions, LLC: All rights reserved. t Shaft Section Properties Structure: CA45527-A-SBA ' , Code: EIA/TlA-222-G 9/10/2014 Slte Name, Machado r 9/10/2014 Slte Name, Machado xposure. Height: 75.00 (ft) Crest Height 0.00 ES' Base Elev: 0.000 (ft) Si,e'Class: D - Stiff Soil Elev Thick Dia ;. Area ' `Ix W/t , Gh: 1.1 Topography: 1 Struct Class II Page: 5 Tower Engineering solaeons Increment Length:. 5 (ft) Elev Thick Dia ;. Area ' `Ix W/t , DR Fpy S Weight ft) Description (in) (in) (in "2) • (in"4) ,• 'Ratio - Ratio ' ksi) ksi) Ib) 0.00 0.3125 35.750 35.148 5576.8 18.76 114.40 79.3 307.2 0.0 5.00 0.3125 --34.233 33.644 4891.0 ' 17.91 109.55 80.3 281.4 585.2 10.00 0.3125 32.717 32.140 4263.81 17.05 104.69 81.3 256.7+ _ 559.6 15.00 0.3125 -"31.200 30.635. 3692.7=' 16.19_,, 99.84 82.4 233.1 534.0 I 20.00 0.3125 29.683 29.131 3175.0, 15.34 94.99 82.5 210.7 508.4 25.00 ` _ x - ,, 0.3125 '' 28.167 •27.627 2708.1 ' 14.48 90.13 82.5 189.4 v 482.8 30.00 0.3125 26.650 26.123 2289.4 13.63 85.28 82.5 169.2 457.2 35.00 0.3125 -,'25.133-_. 24_.618. 1916.2 - F 12.77 80.43 82.5 150.2 431.6 ' 37.63 Bot -Section 2 0.3125 24.335 23.826 _ 1737.1 ;, 12.32 77.87 82.5 140.6 217.0 40.00 0.2500. % 24.117 18.938 1362.9, 15.60 96.47_ 82.5 132.3 343.8 41.30 Top - Section 1 0.2500 r 23.722 18.625_ 1296.4 _15.32 94.89 0,0 0.0 184.5 45.00 0.2500 22.600 17.734, 1119.2 :, 14.53 90.40 82.5 97.5 - ' 228.9 48.00 0.2500 21.690 17.012 988.0 13.89 86.76 82.5 89.7 177.3 50.00' , 0.2500 •,21.083-,. 16.531 , 906.5 13.46 84.33 82.5 84.7 ,: .-- 114.1 53.00 r 0.2500 20.173 1.5.809 .. 792.8 12.82 80.69 82.5 77.4 165.1 55.00 0.2500 "` 119.567.-. .15.327_ _:722.6 12.39 78.27 82.5 • 72.7 4'f' 105.9 57.00 0.2500 18.960 14.846 656.6 11.96 75.84 82.5 68.2 102.7 58.00 0.2500 18.657 , ` 14.605, .' 625.2.% 11.75 74.63 82.5 66.0 50.1 60.00 0.2500 18.050 14.124 565.4 11.32 72.20 82.5 61.7 97.8 r 63.00. `. _ - _ 0.2500_-'- 17.140-• 13.402 483.0. ` 10.68 68.56, 82.5 55.5 140.5 65.00 _ 0.2500 16.533 12.920 432.8 10.25 66.13 82.5 51.6 89.6 68.00_ 0.2500 ..15.623 _ 12.198- 364.2 9.61 62.49 82.5 45.9 _ 128.2 - 70.00 0.2500 15.017 11.717., 322.8 9.18 60.07 82.5 42.3 81.4 73.00 0.2500. 14.107 _ 266.7_ 8.54 56.43 82.5 37.2 T 115.9 t , 75.00 tif10.995 0.2500 13.500 10.513- -233.2 8.11 54.00 8.2.5 34.0 73.2. r j. i, + J x d't b R 5975.0 L r` y - - •. ;.- Jy In ,-• a ,1f'srr 71 I ` t est -• 1 µ y i 1 L y T ' }+ jam. ' r. r Y r A- Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Wind Loading - Shaft Structure: CA45527-A-SBA Code: ' EIA/TIA-222-G 9/10/2014^'' l 'I IIESSiteName: Machado Exposure: " C Height: 75.00 (ft) a ,. Crest Heigh_ t: 0.00 Base Elev: 0.000 (ft) Site Class: ,_j.D= Stiff Soil a i r' Gh: 1.1 Y < Topography: `1 Struct Class II ' Page: 6 Tower Engineering Solutions Load Case: 1.2D + 1.6W 85 mph WindP Iterations 19 Dead Load Factor 1.20- X Wind Load Factor 1.60"' r Tot • Ice Wind Dead Dead Elev'• qz , gzGh 'C Thick Tributary Aa CfAa Force X Load Ice, Load ft) Description Kzt, Ki, (psf) psf) (mph -ft) Cf , .(in) (ft) (sf) sf) Ib) (lb) lb) ti 0.00 1.00 +_ 0.85 14.936 16.43 237.07 , 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 _ 1,00' 0.85 14.936 16.43„ 227.01 0.650 0.000... 5.00 14.805 9.62 253.0 0.0 702.3 10.00 1.00 0.85 14.936 16.43 216.95 0.650 , s 0.000 5.00 14.163 9.21 242.0 0.0 671.5 15.00. 1.00 0.85 14.936, 16.43x,206.90 0.650 0.000, _ : 5.00 13.521 8.79 4231.0_ •• 0.0 640.8 20.00 1.00 0.90 15.847 17.43. .202.76 0.650 • 0.000' 5.00 12.880 8.37 233.5 - 0.0 610.1 25.00 N`. - 1.00.1 0.95 16.609 18.27 196.97, 0.650; „0.000 ,. „' 5.00 12.238 7.95 232.5 0.0 579.4 30.00 1,00 0.98.17.259 189.97 0.650 0.000 5.00 11.596 7.54 229.0 0.0 548.7 r 35.00 1.00 1.01 -17.829 1$.99• 19.61 182.09 0.650 = N 0.000 , 5.00 10.955 - J9. 7.12 223.4 0.0 518.0- Bot - Section, 2 1.00 1.03 18.103 19.91 _ 177.66 0.650 ;, 0.000 _ 5.511 3.58 114.1 0.0• 260.5 40.00 1.00 - 1.04 18.337_. 2.63 20.171- 173.53 0.650 ° 0.000 2.37 4.902 3.19 102.8.. 0.0 412.6 41.30 Top, Section 1 1.00 1;05 18.461 20.31, 171.21 0.650 0.000 1.30,. 2.631 1.711- 55.6 0.0 221.4 x;45.00 ,,'` 1.00 1.07 ,18.797 20.68'168.13 0:650 _ 0.000 .-3.70 7.252 4.71 155.9 0.0 274.7 48.00 Appurtenances) 1.00 1.08 19 054.-: 20.96 , 162.46,0.650 "-0.000 , 3.00 5.622 _ 3.65 122.5 0.0 212.8 . 50.00 1.00 1.09 19.219 21 14 x,158.60,0.650 ; 0:000 ••- 2.00 3619, 2.35. 79.6 0.0 137.0 53.00 Appurtenance(s) 1.00 1.11 19.456 21.40 152.68 6.650 ' 0.000 3.00 5.237 _ 3.40 116.6 0.0 198.1 55.00 rr,. y 1100 1.12 19.608 21;57, ',148.67,0:650 0006.. 2.00 3.363 2.19 75.4._, 0.0 127.1 57.00 Appurtenance(s) 1.00 1.12 19.756 21.73_ 1144M.0-650. •5 0.000 , 2.00 3.260 - 2.12 73.7 0.0 123.2 58.00 Appurtenance(s) 1.00 1.13 ,19.829 21.81 142.55, 0.650 0.000 1.00 1.592 ' 1.03 36.1 0.0 • 60.1 60.00 1.00 1.14 19.971 _ 0.650 'r 0.000 2.00 3.106 , 21.97 138 0.650 2.02. 71.0 0.0 117.3 c 63.00 Appurtenance(s) 1.00 1.15 20.177 22.19 'A1132.111 0.650 { '' 0.000 '- 3.00 4.467 2.90 103.1 0.0 168.6 r 65.00 1.00. 1.16 20.310 22.34 127.85:,0.650 0.000, . , 2.00 2.849 1.85 66.2. 0.0 107.5 68.00 Appurtenances)*, 1.00_ 1.17 20.504 22.55' , 121.39 0.650 0.000 3.00 4.082 r. 2.65 95.7, 0.0, 153.9 I 70.00 _ _ 1.00 1. 17, 20.630,. 22.69 117.03 0.650 ' 0.000 '2.00 2.593 1.69 61.2 0.0 97.7 73.00 Appurtenance(s), 1.00. 1.18 20.813 22.89 ',110.43-0.650„ 0.000 ; 3.00 3.697. 2.40 88.0 0.0 139.1 75.00 Appurtenance(s) 1.00 _ 1.19 20.932 23.02 105.98 0.650 .; 0.000 2.00 2.336_ 1.52 55.9 0.0 87.8 r _ Totals: 75.00 3,117.9 7,170.0 v Ala' r f' V Yin a r`;,• Copyright,© 2014 by Tower Engineering Solutions, LLC. All rights reserved. a Discrete Appurtanance Forces Structure: CA45527-A-SBA Site Name: Machado . Height: 75.00 (ft) Base Elev: 0.000 (ft) Gh: 1.1 Topography: 1; - Code: 'EIA/TIA-222_-G . 9/10/2014 Exposure: C ' II 1i) Crest Height: 0.00 ESSiteClass: D Stiff Soil 1. Struct Class: II '. ' Page: 7 Tower Engineering Solutions Load Case: 1.2D + 1.6W 85 mph Wind x, •, ` • ' Y..+ ` v Iterations 19 Dead Load Factor 1.20 Wind Load Factor 1.60 ' f' Total Dead • Horiz Vert Wind Mom Mom Elev qz. gzGh CaAa CaAa Load Ecc Ecc FX Y z No. ft) Description Qty psf) (psf) factor, Ka (sf) (lb) ft) ft) lb) Ib -ft) Ib -ft) V 1 48.00 Pine Branches 1 19.054 20.960 1.00 1.00 90.00 1800.00 0.000 0.000 3018.23 0.00 0.00 2 53.00 T -Arms 3 19.456 21:402 0.56 0.75 1150 -1260.00 0.000 0.000 a 462.28 0.00 0.00 3 53.00 UMWD-03319-XDM 6 19.456 21.402 062 0.80. 21.08 208.80,_ 0.000 0.000 721.80 0.00 0.00. :. 4• 57.00 HP2 Dish w 1 19.756 21.732. "-,1.00,, 1.00 ."3.96 ' _32.40 0.000 0.000 137.69 0.00 0.00 5 58.00 Pine Branches 1 19.829 21.812 1.00 1.00 90.00 1800.00- . 0.000 0.000 3140.91. 0.00 0.00 6 63.00 PCS S 065-13-2 12 '. 20.177 .22.195 " 0.52 0.80 24.21 138.24 0.000 0.000 v_ 859.78 0.00 0.00 7 63.00 T -Arms 3 20.177 22.195 0.56 0.75 13.50 -w1260.00. 0.000 0.000 479.41. 0.00 0.00 8- 68.00 Pine Branches • 1 20.504 22.555; 1.00_„ 1.00• 90.00 1800.00 0.000 0,000 X3247.87 0.00 0.00 9 73.00 Commscope 6. 20.813 22.894, 0.66 0.80 21.43. 276.48. 0.000 0.000 785.14 0.00 0.00 10 73.00 T -Arms 3 20.813 22.894 0.56. '' 0.75 ' ,13.50 1260.00 0.000 0.000 494.51 1657.78 0.00 0.00 11 75.00 Pine Branches 1 20.932 23.025 1.00 1.00 45.00 900.00 0.000 0.000 0.00 0.00 Totals:'. 10,735.92 15,005.39 a xIT. fL. Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved.: Total Applied Force Summary Structure: CA45527-A-SBA Code. EIA/TIA-222-G 9/10/2014 I'I fI) Site Name: Machado Exposure: G ESHeight: 75.00 (ft) 1 , .., , Crest Height 0.00 + v Base Elev: 0.000 (ft) Site Class: D - Stiff Soil Tower Engineering Solutions Gh: 1.1' Topography: 1 'Struct Class Al ` Page: 8 Load Case: 1.2D + 1.6W 85 mph Wind, ` v Iterations 19 Dead Load Factor 1.20 Wind Load Factor 1.60 Lateral Axial Torsion Moment Elev FX (-)' n FY (-) MY MZ. ft) Description (lb) (lb) (Ib ft) (Ib -ft) 0.00 0.00 0.00 :. 0.00 ,. 0.00 5.00' « 252.96 815.05. - " "` a 0,00 0.00 t: F_ • y t 10.00 „ _ 241.99 784.34 _ 40. 00 0;00 15.00 231.03 753.63" _,, 0.00 - 0.00 20.0.0 233.50. 722.92 y 0.00 , .. :. , , 0.00 . 25.00 232.54692.20 . tir " , 0.00 0.00 . ` • _ .. G , " 30.00 228.97 661.49. •, 0.00.E 0.00 r' - 35.00 - 223.43,.-, " 630.78 f ' c0.00 . _ 0.00 _ 37.63 114.14 319.86 0,00 _ 0.00 40.00 102.82 :. ``. 465.97.. w. 0.00.. 0.00 a ; 41 ".30 55.57 250.68 0.00, - . _; 0.00 45.00 155.94 358.13 0.00 0.00 48.00 (1) attachments 3140.77 2080.50. 0.00 r 0.00 _ 50.00- 79.58 wt - 182.09 - e 0.00,: 0.00 53.00 (9) attachments 1300.63 1734.56 0.00 _ -: - 0.00 r ~ 55.00 75.43 157.28 0.00_ 0.00 57.00O1 attachments 211.38. 185.75 0.00. 0.00 58.00 (1) attachments 3177.01 1875.11 0.00 0.00 y • : , 60.00 70.96 147.26 0.00. 0.00 63.00 - (15) attachments 1442.29 ,Y 1611.76 _ 0.00 0.00 65.00 66.21 122.46 0.00 0.00 68.00 (1) attachments 3343.61 1976,32 ' 0.00 Y •; 0.00 }> 70.00 61.19 112.63 x_ 0.00 0.00 _ - y 73.00 (9) attachments 1367.66 1698.05 i- -y ;, ' " 0.00 0.00 , . ' - 75.00 (1) attachments 1713.72 987.83 0.00 _ 0.00 Totals: 18,123.33 ,19,326.65 -0.00r 0.00 +. - rN. 5 f, s ._ Copyright © 2014 by Tower. Engineering,Solutions, LLC: All rights reserved: ` , y Calculated Forces Structure: CA45527-A-SBA' Code EIAMA-222-G 9/10/2014 Site Name: Machado Exposure: C Height: 75.00 (ft) Crest Height: 0.00 ESBaseElev: 0.000 (ft) - Site Class: D - Stiff Soil Gh: 1.1 Topography: ' 1 Struct Class: 11--- • Page: 9 Tower Engineering Solutions Load Case: 1.21 + 1.6W 85 mph Wind r Y Iterations 19 Dead Load Factor 1.20 -` a x t: Wind Load Factor 1.60 Se Pu Vu Tu Mu Mu Resultant hi ` hi hi hi Total Elev FY (-) FX (-) MY (-) M2 MX Moment Pn Vn, Tn , Mn Deflect Rotation Stress ft) kips) kips) (ft -kips) (ft -kips) (ft -kips) ft -kips) . kips) .. kips) kips) ft -kips) in) deg) Ratio 0.00 19.28 18.17 0.00 1059.3 0.00 1059.36 2509.61 1254.81 3650.86 1828.14 0.00 0.00 0.587 5.00 18.39 18.00 0.00 968.52 0.00 _ 968.52 2432.68 1216.34- 3386.16 1695.60 0.14 0.26 0.579 10.00 17.52 17.83 0.00 878.54 0.00 878.54 2353.03 1176.51 3127.50 1566.08 0.56 0.53 0.569 15.00 16.68 17.68 0.00 789.37 0.00 789.37 2270.65 1135.32 2875.40 1439.84 1.26 0.81 0.556 20.00 15.87 17.51 0.00 700.99 0.00 - 700.99 _ 2164.30 1082.15 2604.81 1304.34 2.26 1.09 0.545 25.00 15.10 17.34 0.00 613.43 0.00 613.43 - 2052.54 1026.27 2341.39 1172.44, 3.56_ Z1.39 0.531 30.00 14.35 17.17 0.00_ 526.72 0.00 526.72_ 1940.78 970.39 2092.02 1047.56 5.18 1.69 0.511 35.00 13.66 16.98 0.00 440.86 0.00 440.86 •. .; 1829.01. 914:51 - 1856.68 929.72 7.11 _ 1.99 0.482 37.63 13.30 16.89 0.00 396.14 0.00'. 396.14 1770.15 885.08 1738.39 870.48 8.25 2.15 0.463 40.00 12.81 16.80 0.00 356.16 0.00 356.16 1717.25 858.63'_, 1635.39 818.91 9.35, 2.30 0.443 41.30 12.51 16.76 0.00 334.32 0.00 334.32 1383.72 691.86 _ 1330.88 666.43 _ 9.99 _ 2.38 0.511 45.00 12.10. -16.64 0.00 272.29 0.001._ 272.29 ,; ... 1317.55 658.78 , 1206.02. 603.90 11.92 2.59 0.461 48.00 10.14 13.43 0.00 222.39. 0.00 222.39 1263.91 _ 631.95 1109,29 555.47 13.61, _ 2.78 0.409 50.00 9.93 13.36 0.00 195.53 0.00 195.53 1228.14 614.07 1047.05, 524.30. ' _ 14.80 2.90 0.381 53.00 8.23 11.99 0.00 155.44 0.00 155.44 1174.50 587.25. 957.06 479.24 16.68 3.06 0.332 55.00 78.06 11.92 0.00 .-131.45 0.00 v 131.45 1138.74 569.37 * 899.31 450.32 17.98 3.17 0.299 57.00 7.87 11.71 0.00 107.60 0.00 107.60 1102.97 551.49 843.36 422.31 19.33. 3.26 0.262 58.00 6.17 8.44 0.00 95.89 0.00 95.89 1085.09 542.55 816.06 408.64 20.02 3.30 0.241 60.00 6.02 8.37 0.00 79.01 0.00. 79.01 1049.33 524.66 762:80 381.97 21.42 3.38 0.213 63.00 4.49 6.84 0.00 53.90 • 0.00 ., _. i53.90* 995.68 497.84 686.29 343.65 23.58 3.48 0.162 65.00 4.36 6.77 0,00 40.22 0.00 r 40.22 959.92 479.96, 637.53 319.24 25.05 3.54 0.131 68.00 2.59 3.31 0.00 19.91 0.00 _ 19.91 , 906.27 453.14 567.75 284.30 27.29 • 3.60 0.073 70.00 2.48 3.25 0.00 13.28 0.00 _ 13.28 870.51 435.25 523.48 262,13 28.81 3.62 0.054 73.00 0.88. 1.77 0.00 3.55 0.00 3.55: . 816.86:. 408.43 460.45 230.57 31.09 3.65 - 0.016 75.00 0.00 1.71 0.00. 0.00 0.00- 0.00 781.10 .,, 390.55 420.67 210.65. 32.62 3.65. _- 0.000 Wind Loading - Shaft Structure: CA45527-A-SBA Code: EIAITIA-222-G 9/10/2014 Site Name: Machado Exposure: C Height: 75.00 (ft) Crest Height: 0.00'ESh' Base Elev: ' 0.000 (ft) Site Class: D -..Stiff Soil ° Gh: 1.1 Topography: 1 t' Struct Class: _ II ° ` _ Page: 10 Tower Engineering Solutions Load Case: 0.9D +A.6W 85 mph Wind Y . Iterations 19 Dead Load Factor 0.90 ' z r Wind Load Factor 1.60 Tot Ice Wind Dead Dead Elev qz gzGh ,,;,'C Thick Tributary Aa CfAa Force Load Ice_ Load ft) Description Kzt Kz (psf) psf) •- (mph -ft) Cf in) ft) (sq sq Ib) Ib) Ib) 0.00 1.00 0.85 14.936 16.43 237.07 0.650 .; 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 14.936 16.43, 227.01 0.650 0.000 - 5.00 14.805 9.62 253.0 0.0 526.7 10.00 _ _ 1.00 _ 0.85 14.936 16.43 216.95 0.650 .:-0.000 5.00 14.163 9.21 242.0 0.0 503.7 15.00 " 1.00 - 0.85 14.936 16.43 - 206.90 0.650 0.000 5.00 13.521 8.79 231.0 0.0 480.6 20.00 1.00 0.90 15.847 17.43 202.76.0.650 0.000 5.00 12.880 8.37 233.5 0.0 457.6 25.00 1.00 0.95 16.609 18.27- 196.97 0.650 0.000 ' 5.00 12.238 7.95 232.5 0.0 434.6 30.00 1.00 0.98. 17.259 18.99 189.97 0.650 0.000 5.00, 11.596 7.54 229.0 0.0 411.5 35.00 1.00 1.01 17.829 19.61 • ' •' 182.09.0.650 0.000 5.00 10.955 7.12 223.4 0.0 388.5 Y ' 37.63 Bot -,Section 2 1.00 1.03 18.103 19.91 , •177.66 0:650, 0.000_ 2.63 5.511 3.58 114.1 0.01 195.3 40.00 •:. 1.00 1.04 18.337 2017 ,'173.53 0.650'-, 0.000 2.37 4.902 3.19 102.8 0.0 309.4 41.30 Top - Section 1 1.00 1.05 18.461 20.31 171.21. 0.650 0.000, 1.30 2.631 1.71 55.6 0.0 166.0 45.00. _ 1.00 1.07 18.797 20.68 ,' ,168.13 0.650 0.000 3.70 7.252 4.71 155.9 0.0 206.0 48.00 Appurtenance(s) 1.00 1.08 19.054 20.96 162.46 0.650 0.000, 3.00 5.622 3.65 122.5 0.0 159.6 50.00 1.00 1.09 19.219 21.14 158.60 0.650 0.000.,, 2.00 3.619 2.35 79.6 0.0 102.7 53.00 Appurtenance(s) 1.00 _ 1.11 19.456 21.40 _ 152.68 ;0.650 0.000 3.00 5.237 3.40 116.6 r 0.0 148.6 55.00 - 1.00 1.12 119.608 21.57; 148.67 0.650 _ 0.000 2.00 3.363 2.19 75.4 0.0 95.4 57.00 Appurtenance(s) 1.00 1.12,19.756 21.73 144.60 0.650 0.000 2.00 3.260 2.12 73.7. 0.0 92.4 58.00 Appurtenance(s) 1.00 1.13 19.829 21.81. , 142.55 0.650 0.000• 1.00 --1.592 1.03 36.1 0.0 45.1 60.00 1.00 1.14 19.971 21.97 - 138.41 .0.650 0.000 2.00 3.106 2.02 71.0 0.0 88.0 63.00 Appurtenance(s) 1.00 1.15 20.177 22.19 _ 132.11 0.650 0.000 . ' 3.00 4.467 - 2.90 103.1,.. 0.0 126.4 • . 65.00 , 1.00 1.16 20.310. 22.34 127.85 0.650 0.000 2.00 1.85 66.2 0.0 80.6 a 68.00 Appurtenance(s) 1.00 1.17,20.504 22.55. 121.39 0.650 0.000 _;- 2.849 3.00 4.082 2.65 95.7 0.0 115.4 70.00 1.00 1.17 20.630.• 22.69 117.03 0.650 0.000 2.00 2.593 1.69 61.2 0.0 73.2 73.00 Appurtenance(s) 1.00 1.18 20.813 22.89 110.43.0.650. 0.000 3.00• 3.697 2.40 88.0 0.0 104.3 75.00 Appurtenance(s) 1.00 1.19 20.932 23.02 105.98.0.650 0.000 2.00 2.336 1.52 55.9 0.0 65.9 Totals:, 75.00 , c 3,117.9 5,377.5 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Discrete Appurtanance Forces Structure: CA45527-A-SBA Code EIA/TIA-222-G 9/10/2014 Site Name: Machado Exposure:'' C l Height: 75.00 (ft) , ' • - Crest Height: 0.00 ' Base Elev: 0.000 (ft) f ' Site Class:-,- D - Stiff Soil IES Gh: 1.1 Topography: 1. Struet Class: II Page: 11 Tower Engineering Solutions Load Case: 0.9D + 1.6W 85 mph Wind Iterations .19 Dead Load Factor" , 0.90 F+ t g Wind Load Factor 1.60 Total Dead Horiz; Vert Wind - Mom Mom Elev., qz gzGh CaAa CaAa Load Ecc Ecc • FX Y z No. ft) Description Qty , (psf) psf) Factor - Ka so lb) ft) >• ft) lb) Ib -ft) Ib -ft) 1 48.00 Pine Branches 1 19.054 20.960 1.00 1.00 90.00 1350.00 0.000 0.000 3018.23 0.00 0.00 2 53.00 T -Arms 3 19.456 21.402 0.56 _ 0.75 13.50 945.00 0.000. 0.000 462.28 0.00 0.00 3 53.00 UMWD-03319-XDM 6 19.456 21.402 0.62 0,80 21.08 156.60; 0.000 0.000 721.80 , 0.00 0.00 4 57.00 HP2 Dish 1 19.756 21.732 1.00. 1.00 3.96 24.30 0.000,-, 0.000 137.69 0.00 0.00 5 58.00 Pine Branches _ 1 19.829 21.812 1.00 1.00 90.00 1350.00 0.000 0.000 3140.91 0.00 0.00 1 6 '.63.00 PCS S 065-13-2 12 ,.,20.177 22.195, 0.52 , 0.80 24.21 103.68. 0.000 0.000 859.78 0.00 0.00 7 63.00 T -Arms 3 _ 20.177 22.195 0.56 0.75 13.50 945.00 0.000, - 0.000 479.41 0.00 0.00 8 68.00 Pine Branches 1 20.504 22.555 - 1.00 1.00' 90.00 1350.00 0.000 0.000 3247.87 0.00 0.00 9 73.00 Commscope 6 20.813 22.894 0.66 0.80,_ 21.43 _ 207.36 0.000 0.000_ 785.14 0.00 0.00 10 73.00 T -Arms 3 20.813 22.894 _ 0.56 0.75 13.50 945.00 0.000 • 0.000 494.51 0.00 0.00 11 75.00 Pine Branches 1 20.932 23.025 1.00 1.00 45.00 675.00 0.000 0.000 1657.78 0.00 0.00 Totals: 1;8,051.94 15,005.39 4 Copyright © 2014 y' r by Tower Engineering Solutions, LLC. All rights reserved.,. J', Total Applied Force Summary Structure: CA45527-A-SBA`Code EIA/TIA-222-G 9/10/2014 Site Name: Machado Expos6re: C:_ } ESHeight: 75.00 (ft) 'Crest Height 0.00 Base Elev: 0.000 (ft) ti Site Class: ' D - Stiff Soil Gh: 1.1 Topography:- 1 Struct Class,- 11,'Page: 12 Tower Engineeringsomtions Load Case: 0.9D + 1:6W 85 mph Wind a Y v Iterations 19 Dead Load Factor 0.90 Wind Load Factor 1.60 . Lateral Mial Torsion " Moment' Elev FX (-) FY (-) MY MZ ft) Description (lb) (lb) (Ib -ft) (lb -ft) " 4 0.00 0.00 0.00 _0.00 0.00 5.00 , 252.96 '' 611.29 0.00. 0.00 10.00 _ 241.99 , 588.26 ._ 0.00. 0.00 _ 15.00 231.03 565.22 0.00 . '0.00- 20.00 233.50 542.19,_ 0.00 w 0.00. . 25.00 232.54 - 51 9.1 5 _ '._0.00. 0.00 ' 30.00 228.97 - . _ 496.12 .0.00 0.00 35.00 u 223.43 473.08.. - 0.00 , 0.00 37.63 11.4.14 239:90 - , , 0.00 0.00 w 40.00 _ 102.82 349:47 0.00 c •, 0.00: _ 41.30 55.57 188.01 0.00 0.00 45.00 •1-55.94 268.60 s;0:00 `c' _ 0:00 48.00 (1)attachments 3140.77 1560.37 .n 0:00 0.00__ 50.00 79.58 136.56 _..: .0.00 _'.: 0.00 53.00 _ (9) attachments 1300.63 1300.92. _ _ 0.00. 0.00 _ 55.00.. - 75.43 117.96 0.00,_ 6.00- 57.00• - (1) attachments 211.38 ,139,31 0.00 ,. 0.00 58.00„ (1) attachments 3177.01 .1406.33. r ,' 0.00 - 0.00 60.00 70.96 110.45 0.00 0.00.: 63.00 (15) attachments 1442.29. -1208.82 '°0.00. 0.00 65.00 66.21 i 91.84 0.00 0.00 _ 68.00 (1) attachments 3343.61 1482.24 - _0.00 • , 0.00 _ 70.00 61.19 84.47 - 0.00 0.00 _ 73.00_. _ (9) attachments 1367.66 ,,:1273.54 0.00 ; 0.00 75.00_ (1) attachments 171372 740.87 0.00 0.00 _ Totals: 18,123.33 14,494.99 0.00, ti,• 0.00 l A ' Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. x Calculated Forces Structure: CA45527-A-SBA Code: ` EIAMA-222-G 9/10/2014 Site Name: Machado _ Exposure:' -.,,C ' Height: 75.00 (ft) Crest Height: '0.00 IESBaseElev: 0.000 (ft) Site Class:' D - Stiff Soil ; Gh: 1.1 Topography: 1 Struet Class: IIPage: 13 Tower Engioeerirgsomtiuns Load Case: 0.9D + 1.6W 85 mph Wind '` ' _ v Iterations 19 Dead Load Factor 0.90 r _ ' x ' Wind Load Factor .1.60 Seg Pu Vu Tu • . Mu Mu Resultant phi k phi phi , % phi Total ; Elev FY (-) FX (-) MY (-) MZ MX Moment y Pn Vn ' _ Th Mn. Deflect Rotation Stress ft) kips) kips) (ft -kips) (ft -kips) (ft -kips) ft -kips) (kips) kips)'. kips) ft -kips)' in) deg) Ratio 0.00 14.45 18.16. 0.00 1052.5 0.00 1052.59 2509.61._ 1254.81 3650.86 1828.14 0.00 0.00 0.582 5.00 13.76 17.96 0.00 961.81 0.00 961.81 2432.68 1216.34 3386.16 1695.60 0.14 - 0.26 0.573 10.00 13.09 17.78 0.00 871.99 0.00 871.99 2353.03 1176.51, 3127.50 1566.08 0.55 0.52 0.563 15.00 12.44 17.60 0.00 783.09 µ0.00 783.09,,- 2270.65 1135.32 , 2875.40 1439.84 1.25 0.80 0. 550 20.00 11.81 17.42 0.00 695.07 0.00 695.07 2164.30. 1082.15 2604.81 1304.34 2.24 1.08- 0. 539 25.00 11.21 17.24 0.00 607.96 0.00 607.96'' 2052.54 1026.27 2341.39 1172.44 3.54 1.38 0. 524 30.00 10.63 17.05 0.00 521.78 0.00 521.78 1940.78 970.39„ 2092.02 _.1047.56 5.14 1.67 0. 504 35.00. 10.10 Z 16.85 0.00 436.54 0.00 7436.541_ 1829.01 914.51 1856.68 • 929.72 7.05 , ,' 1. 97r 0. 475 37.63 79.82 16.75 0.00 392.16 0.00 392.16 _ 1770.15 885.08 1738.39 _ 870.48 8.19 72.13 0. 456 40.00. 9.44 16.66 0.00 352.51 0.00 352.51 1717.25 858.63 1635.39 818.91. 9.28 2.28 0. 436 41.30 9.22 16.62 0.00 330.86 0.00 330.86 1383.72 691.86 1330.88 666.43 9.91 2.36 0. 504 45.00 8.90 16.48 0.00 269.37 0.00 269. 37.. 219. 93 1317.55 658.78 1206.02 603.90 11.83 2.57 0. 453 48.00 7.45 13.29 0.00 219.93 0.00 1263.91 631.95 1109.29 555.47 13.50 _ 2.75 0. 402 50.00 7.28 13.22 0.00 193.35 0.00 193.35_• 1228.14 614.07 1047.05 524.30 14.68 -. 2.87_ 0. 375 53.00 6.02 11.87 0.00 153.68 0.00 153,68 1174.50. 587.25 957.06 479.24 16.54 73.04 0. 326 55.00 5.89 11.80 0.00 129.94 0.00 129.94 1138.74 _ 569.37 899.31 450.32 17.83 3.14. 0. 294 57.00 -_ 5.75 11.59 0.00 106.34 0.00 106.34 1102.97__), 551.49 843.36 422.31 19.17 3.23 0. 257 58.00 4.52 8.34 0.00 94.75 0.00 94.75 1085.09 542.55. 816.06 - 408.64 19.85 ,' _ 3.27 0. 236 60.00 4.40 8.27 0.00 78.07- 0.00 1049.33 524.66 762.80 381.97 21.24 3.35 0. 209 63.00 3.27 6.76 0.00 53.26 0. 00 78. 07, 53.26.., 995.68 497.84 686.29 343.65 23.38 3.45 0. 158 65.00 3.17 6.69 0.00 39.74 0.00 39.74 r 959.92 479.96 637.53 319.24 24.83 3.51 0. 128 68.00 1.90 3.27 0.00 19.65 0.00 19.65 . 906.27. 453.14 567.75 284.30 27.06 3.56. , 0. 071 70.00 1.82 3.20 0.00 13.12 0.00X13.12 870.51 435.25 523.48 262.13 28.56 _ 3.59 0. 052 73.00 0.63 1.76 0.00 3.51 0.00 3.51 '. 816.86 ' 408.43. 460.45 230.57 30.82 3.61 0. 016 75.00 0.00 1.71 0.00 0.00 0.00 0.00 781.10 .• 390.55 420.67 210.65 32.33 3.62 0. 000 L y r.. a i, r v: - r„ f. gin Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. a L' a Seismic Segment Forces (Factored) Structure: CA45527-A-SBA Code: EIAITIA-222 G 9/10/2014 Site Name: Machado Exposure: - C ( 1 Height: 75.00 (ft) " Crest Height: 0.00 , .. Base Elev: 0.000 (ft) ' Site Class:' D -Stiff Soil t IES Tower Engineering Solutions Gh: 1.1 Topography:' 1 1 ' Struct Class 11 Page: 14 Load Case: 1-2D + 1.OE y ,} - Iterations 19 Gust Response Factor 1.10 ' . • '' , ' : Sds ,1.60 x > ' Ss 2.40 Dead Load Factor 15. 20 Seismic Load Factory ~ -1.00 '~ Shc 0.97 S1 0.97 Wind Load Factor 0.00 ._. Structure Frequency :0.61 SA r 0.59 Seismic Importance Factor 1.00 Top r„ Lateral Elev Wz t _ : Fs ft) Description (lb) a b ' .'c ..4 (lb) R:' 1.50 0.00 0.001 ` _ 0:00 0.00 0.00 0.00 5.00 _ , 585.21 0.01';, 0.05 0.03 82.29 10.00 559.62 0.03 0.07 0.04 _ 104.80 15.00 _ .. 534.02 0.08. 0.07 0.04 111.57 _ 20.00 508.43 r 0.13 0.07 0.03 _ ; -115.68 c 25.00 482.84 -0.21 ' 0.06_ 0.02-e,4116.81 • _ . , 30.00 _ 457.24 0.30 0.04 0.01 108.73 35.00 , 431.65 0.41 0.01 ` ,0.01 85.45..... 37.63 Bot - Section 2 217.05 0.48, -0.01 •0.01 34.77. 40.00 _ Structure: CA45527-A-SBA Site Name: Machado Height: 75.00 (ft) _ Base Elev: 0.000 (ft) Gh: •1.1 Calculated Forces Code: EIA/TIA-2227G Exposure: ` :.0 _ Crest Height: 0.00 Site Class: D - Stiff Soil 1 Topography: 1 ' Struct Class:. II 9/10/2014 ''' I') IES Page: 15 Tower Engineering Solutions Load Case: 1.2D + 1.0E Pu Vu Iterations 19 Gust Response Factor 1.10, r ` Sds ' 1:60 j XSs, 2.40 phi Total . , Elev Dead Load Factor 1.20 _, ,Seismic Load Factor- 1.00 Sd1 0.97 S1 0.97 Wind Load Factor 0.00 Structure'Frequency 0.61 SA • 0.59 Seismic Importance Factor 1.00 seg. Pu Vu Tu Mu Mu Resultant phi phi phi phi Total . , Elev FY (-) FX (-) MY (-) MZ MX Moment' Pn ` . Vn "' Tn Mn Deflect Rotation' Stress ft) - kips) kips) (ft -kips). (ft -kips) (ft -kips)• ft -kips):- kips) kips) kips) , ft -kips) _ in) deg) Ratio 0.00 19.32 7.98 0.00 535.57 0.00 535.57 2509.61 1254.81 3650.86 1828.14 0.00 0.00 0.301 5.00 18.48 7.94 0.00 495.68 0.00 495.68- 2432.68', 1216.34. 3386.16 . 1695.60 w 0.07 0.13 0.300 10.00 17.68 7.87 0.00 456.00 - 0.00 456.00 2353.03 1176.51 3127.50 1566.08 0.28 0.27 0.299 ` 15.00 16.91 7.80 0.00 416.64 0.00 416.64 2270.65 1135.32, 2875.40 1439.84 0.64 0.42 0.297 20.00, 16.16 7.72 0.00 377.63 0.00 377.63 2164.30 1082.15 2604.81 1304.34 1.16 0.57 0.297 25.00 15.45 7.64 0.00 339.01 0.00 339.01 2052.54 1026.27 2341.39 1172.44 - 1.84 0.73 0.297 30.00 14.77 7.57, 0.00 300.80 0.00 300.80 1940.78 970.39 2092.02 1047.56 2.70 0.90 0.295 35.00 14.12 7.51 0..00 262.95 0.00 ' 262.95 1829.01 914.51, 1856.68 929.72 3.73. 1.07 0.291 37.63 13.79 7.49 0.00 243.18 0.00. 243.18 _ 1770.15 885.08 1738.39 870.48 4.35 1.17 0.287 r 40.00 13.32 7.45'- 0.00 225.46 0.00 225.46 1717.25 858.63 1635.39 818.91 4.96 1.26 0.283 41.30 13.05 7.45 0.00 215.77. 0.00 215.77 1383.72 691.86 1330.88 666.43 _ 5.31 1.31 0.333 . 45.00 12.68 7.47 0.00 188.19 40.00 188.19 1317.55 658.78 1206.02 603.90 6.38 1.45 0.321 48.00 10.58 7.43 0.00 165.78 0.00 165.78 1263.91 631.95 1109.29 555.47 7.34- 1.59« 0.307 50.00' 10.39 7.45 0.00 150.91 0.00 150.91 1228.14 614.07 1047.05 524.30 • 8.02 1.68 0.296 53.00 8.64, 7.39 0.00 128.56 0.00 128.56 1174.50, 587.25 957.06 479.24 9.12 1.81 0.276 55.00 . 8.47 7.39 0.00 113.78 0.00, 113.78 1138.74 569.37 899.31 450.32 _ 9.90 1.90 0.260 57.00 8.28 7.38 0.00 98.99 0.00 98,99 1102.97 551.49 843.36 422.31•10.72 1.98 0.242 58.00 6.41 7.04 0.00 91.61 0.00 91.61 1085.09 542.55_ 816.06 408.64 k -11.14 2.02 0.230 , 60.00. 6.25 7.01 0.00 77.54 0.00, 77.54 1049.33 524.66 762.80. 381.97 12.00i. 2.10 0.209 63.00 4.66, 6.27 0.00 56.51. 0.0V 56.51 995.68 497.84. 686.29-_ 343.65 13.36 2.20 0.169 65.00 4.53 6.21 0.00 43.96 0.00_ 43.96 959.92 479.96 637.53 319.24, 14.29 2.26 0.143 68.00 2.62 4.42 ' 0.00 25.33 .- 0.00 V .. 25.33 906.27 453.14 567.75 284.30 15.74 2.33 0.092 70.00 2.51 4.31 0.00 16.49 0.00 16.49 870.51 435.25 523.48 262.13 16.72 2.36 0.066 73.00. 0.91 1.78 0.00 3.55 0.00 h ., ;' •.; 3.55' 816.86 408.43 460.45. 230.57 18.22 2.39 0.017 75.00 0.00 1.74 0.00 0.00 0.00. 0.00 781.10 390.55 420.67 210.65 19.22 _ 2.39 0.000 - V. f.. r Copyright ©2014 by Tower Engineering Solutions, LLC. All rights reserved. Seismic Segment Forces (Factored) Structure: CA45527-A7SBA Coder.. EIA/TIA-222-G 9/10/2014 Site Name: Machado „ , :~ Exposure: Height: 75.00 (ft) Crest Height: • 0.00 - ESBaseElev: 0.000 (ft) . r Site Class:..., D -Stiff Soil { F r ' Tower Engincering Solutions Gh: 1.1 Topography: 1, Shutt Class: -11 , ; .Page: 16 Load Case: 0.9D + 1.0E r.. Iterations 19 Gust Response Factor 1.10 _ : r' Sds - 1.60 x Ss 2.40 Dead Load Factor 0.90 Seismic Load Factor 1.00 = Sd1 0.97 S1 0.97f7 Wind -Load Factor 0.00 Structure Frequency a 0.61 `' SA - 0.59 Seismic Importance Factor . 1.00 TopLateral Elev z Wz„ Fs ft) ' Description Ib) '- a b - c Ib) R: 1.50 0.00 • 0.00 .. _ 0.00 0.00 0.00 0.00 5.00 585.21 ; -0.01 . 0.05 0.03 82.29 10.00 559.62, 0.03 0.07 0.04 104.80 15.00 •_ 71 „ 534.02 0.08 - 0.07 0.04, 111.57 20.00 508.43 0.13 0.07 0.03 115.68 25.00 r, 482.84 µ , 0.21 0.06 0.02 116. 81 4108.73 30.00 457.24 0.30 0,04 0. 01 35.00 431.65' ,Y '0.41 0.01.0.01 85. 45 37.63 Bot -Section 2 217.05 0.48 -0.01• _ 0.01 34. 77 40.00 343 81 ' 0.54 , -0.03. 0.01 _ 40. 76 = 41.30 Top --Section 1 184.46 0.57 -0.04 _ 0.01 1.7. 34 .. 45.00• 228 88 `'. 0.68 -0.08 0.03, •' 6. 34. 48.00 Appurtenance(s) 1677.3 0.77 -0.1.1 '0.05 12. 36 , 50.00 114.14 0.84 , -0.12 0.07 1. 50 • 53.00 Appurtenance(s) 1389.0 0.94 -0.12 0.11 20. 66 55.00 105.95.', 1.02. -0.11 0.14 6. 63 ._ 57.00 . Appurtenance(s) 129.67 1.09 -0.07 0.18 17. 64 58.00 Appurtenance(s) 1550.1 , _;` 1.13 -0.05 0.21 283. 72 60.00 _ 97_. 76 V 1.21 0.01 0.26 29. 14 63.00 . Appurtenance(s) a , 1305.6. . 1.33 0.17,, ,0.37 685. 25 _ f 65.00 89:57 1.42 0.32 _ 0.45 63. 85 68.00 Appurtenance(s) 1628.2 , - 1.55 _ 0.64 0.61 1711. 66 70.00 81.38 -11.65 0.93 .0.73 107. 00 73.00 Appurtenance(s) 1396.3 -1.79 -1.50 0.96 2468. 40 75.00 Appurtenance(s) 823.19 1.89 1.98,1.14 1735. 85 Totals:, ' •14,921.6 7,940.5 • Total Wind: ' a 18,123. 3 Seismic Base Shear is Less Than 50% of Wind Force - An Analysis is NOT Required Copyright © 2014 by Tower Engineering Solutions, LLC. All rights Load Case: 0.9D + 1.OE., Y Calculated Forces Structure: CA45527-A-SBA Code - ' EIAMA-222-G 9/10/2014 Site Name: Machado Response Exposure: ` C Height: • 75:00 (ft) Crest Height. 0.00 IES Base Elev: 0.000 (ft) 2.40 Site Class: D - Stiff Soil Gh: 1.1 Topography: 1 ` Struct.Class :II. Page: 17 Tower EnginceringSolutions Load Case: 0.9D + 1.OE., Y Iterations 19 Gust Response Factor 110 Sds 1.60 x Ss 2.40 Dead Load Factor 0.90 Seismic Load Factor- ` 1.00 . -Shc 0.97 S1 0.97 Wind Load Factor 0.00 Structure Frequency 0.61 . ' : SA -0.59 Seismic Importance Factor 1.00 Seg Pu Vu TO Mu Mu Resultant phi phi.' phi phi Total Elev. . FY (-) FX (-) MY {-) MZ MX Moment Pn ., Vn Tn Mn Deflect Rotation Stress ft) kips) ' (kips) (ft -kips) (ft -kips) (ft -kips) ft -kips) kips) kips) kips) ft -kips) in)(deg) Ratio 0.00 14.49 7.97 0.00 531.74 0.00 531.74 2509.61 1254.81 3650.86 1828.14 0.00 0.00 0.297 5.00 13.86 7.92 0.00 491.89 0.00 491.89 2432.68 1216.34 3386.16 1695.60 0.07 0.13 0.296 10.00 13.25 7.85 0.00 452.29 0.00 452.29 2353.03 1176.51 3127.50 1566.08 0.28 0.27 0.294 15.00 12.66 7.76 0.00 413.06 0.00 - 413.06 -. 2270.65 1135.32 2875.40 1439.84 0.64 0.41 0.293 20.00 12.10 7.68 0.00 374.24 0.00 374.24 2164.30 1082.15 2604.81 1304.34 1.15 0.56 0.293 25.00 _ 11.56 77.59 0.00 335.86 0.00„ 335.86 2052.54. 1026.27 2341.39 1172.44 - ` 1.83 0.72 0.292 30.00 11.05 7.50 0.00 297.93 0.00, 297.93 1940.78 970.39 2092.02 1047.56 2.68 70.89 0.290 35.00 10.56 7.44 0.00 260.41 0.00 - _. _ 260.41 1829.01,- 914.51 1856.68 929.72 3.70 1.06 ' 0.286 37.63 10.31 7.41 0.00 240.83 0.00 240.83 1770.15 885.08 1738.39 870.481, 4.32 1,16 0.283 40.00 9.95 7.38 0.00 . 223.29 0.00 223.29 1717.25: 858.63 1635.39 _ 818.91 1 4.91 1.25 0.279 41.30 9.75- 7.37 0.00 213.70 0.00 - x• 213.70 1383,72 691.86 1330.88 666.43 - 5.26 1- 1.30 0.328 45.00,1 9.46 7.38 0.00 186.42 0.00 1 _ _ 186.42 1317.55 658.78 1206.02 603.90 '• 6.33 1.44 0.316 48.00 7.89 7.36 0.00 164.28 0.00 1-. , 164.28 - 1263.91,, 631.95 1109.29 555.47 7.28 1.58 0.302 50.00 7.74 7.37 0.00 149.57 0.00 _ 149.57 1228.14__614.07 524.30 7.96 0.292 r 53,00 6.42 7.32 0.00 127.47 0.00, 127.47 _ 1174.50 614.07 587.25 1047.05 957.06 . 479.24 •_ 9.05. 1.67 1.80 0.272 55.00 6.30 7.32 0.00 ' 112.83 0.00 ` J 112.83 ' 1138.74 569.37 899.31 450.32. _ 9.82 1.88 0.256 57.00 6.15 7.30 0.00 98.19 0.00 f . 98.19 _ 1102.97, 551.49 843.36 422.31 10.62 1.97 _ 0.238 58.00 4.75 6.97 0.00 90.89. 0.00 90.89 1085.09 542..55, 816.06 408.64 _ 11.04 2.01 0.227 60.00, 4.63 6.95 0.00 7.6.94 0.00 76.94 .-- 1049.33 524.66 762.80 381.97 11.90 72.08 0.206 . 63.00 3.43 6.22 0.00 56.09 0.00 56.09 995.68•"" 497.84 686.29 343.65 13.24 2.18 0.167 65.00 3.34 6.16 0.00 43.65 0.00 43,65 959.92 479.96 637.53 319.24 14.17 2.24 0.140 68.00 1.92 4.39 0.00 25.17 0.00 r 25.17 s 906.27 453.14 567.75 284.30 15.60 2.31 0.091 ' 70.00 1.84 4.28 0.00 16.38• : 0.00 16.38 870.51 435.25, 523.48 262.13 16.58 2.34 0.065 73.00 0.67 1.76 0.00 3.53 0.00 a 3.53 A. 816.86 408.43 460.45 230.57 18.06 2.37 0.016 75.00 0.00. 1.74 0.00 0.00 0.000.00. 781.10 390.55 420.67 210.65 19.05 2.37 0.000 1 ya Copyright © 2014 by Tbwer Engineering Solutions, LLC. All rights reserved. I Wind Loading - Shaft Structure: CA45527-A-SBA Code: EIA/TIA-222-G 9/10/2014'' Site Name: Machado Exposure: = C Il Height: 75.00 (ft) Crest Height: 0.00 IESBaseElev: 0.000 (ft) Site Class: , D - Stiff_ Soil x . Gh: 1.1 Topography: 1-< 1 Struct Class: .11, '. Page: 18 Tower Engineering Solutions Load Case: 1.OD + 1.OW 60 mph Windv Iterations 19 Dead Load Factor ,1.00 7,, F x' Wind Load Factor 1.00 Tot Ice Wind Dead Dead Elev qz • gzGh C. Thick Tributary. Aa'. CfAa Force X Load Ice Load ft) Description Kzt Kz psf) psf)' mph -ft) Cf in)' ft) ,. (sf) sf) lb) lb) lb) 0.00 1.00 0.85. 7.442 8.19 167.34 0.650 0.000 0.000 0.00 0.0 0.0 0.0 5.00 ; , 1.00 0.85 . 7.442 8.19 • 160.24 0.650 0.000 ; _. 0.00 5.00 14.805 9.62 78.8 0.0 585.2 10.00 1.00 0.85 7.442 8.19 153.14 0.650 0.000 _ 5.00 14.163 9.21 75.4 0.0 559.6 15.00 1.00, 0.85 7.442 8.19 146.04 0.650 0.000. 5.00 •13.521 ., 8.79 71.9,_ 0.0 534.0 20.00 1.00 0.90 7.896 8.69 143.12 0.650 .- 0.000 5.00 12.880 8.37 - 72.7 0.0 508.4 25.00 1.00 0.95 8.276 '. 9.10 139.04 0.650 y_ 0.000 ;1 5.00 12.238. 7.9572 4 0.0 482.8 30.00 1.00 0.98 8.600 9.46- 134.10 0.650 , 0.000 5.00 11.596.. 7.54. 71.3 0.0 457.2 35.00 1.00. 1.01 8.883 9.77 128.54 0.650.. 0.000 _, 5.00 10.955. 7.12 69.6 0.0 431.6 37.63 Bot - Section_ 2 1.00 1.03. 9.020 9.92 125.41 .0.650 0.000: 2.63 5.511 3.58 35.5 0.0 217.0, 40.00 °' 1.00 1.04 , 9.137 10.05 122.49 0.650 0.000 2.37 4.902 3.19 32.0 0.0 ,. 343.8 41.30 Top - Section.1 1.00 _ µ1,015 9.198 10.12 120.85 0.650 0.000 1.30 2.631- 1.7,1. _ 17.3 0.0 184.5 45.00 1.00-' 9.366 10.30 118.68 0.650 0.000. 3.70 7.252 4.71 48.6 0.0 228.9 48.00 Appurtenance(s) 1.00 r1. 07 1.08 9.494- 510.44 114.68 0.650 0.000. 3.00 5.622 3.65 _ 38.2 0.0 177.3 50.00 1.00 1.09 9.576 10.53 111.95 ,0.650 0.000 _ _ 2.00 3.619. 2.35 24.8. 0.0 114.1 53.00 Appurtenance(s) 1.00 1.11 9.694. 10.66 M107.78 0.650 ' 0.00011 __ 3.00 5.237 3.40 36.3 0.0 165.1 55.00 1.00 1.12 9.770 10.75. 104.94 0.650'; 0.000 . 2.00 ,3.363 2.19 23.51 0.0 105.9 57,00 Appurtenance(s) 1.00 1.12 9.844 10.83 102.07 0.650 0.000 2.00 3.260 _ 2.12 22.9 0.0 102.7- 58.00 Appurtenance(s) 1.00 1.13 9.880 10.87 100.62 0.650 r 0.000, 1.00 1.592 1.03 11.2 0.0 50.1 60.00 1.00 1.14 9.951 10.95 97.70 0.650 0.000 2.00 3.106 2.02 22.1 0.0 97.8 63.00 Appurtenance(s) 1.00 1.15 10.054 11.06. 93.25 0.650 0.000 3.00 4.467 2.90 32.1 0.0 140.5 65.00 1.00 1.16 10.120 11.13 90.25 0.650 0.000 2.00 2.849 1.85. 20.6 0.0 89.6 68.00 Appurtenance(s) 1.00 1.17 10.217 11:24 85.69 0.650. 0.000 • 3.00 4.082 " 2.65 29.8 0.0 128.2 70.00 1.00 1.17 10.279 11.31 82.61 .0.650' 0.000 , 2.00 2.593 1.69 19.1 0.0 81.4 73.00 Appurtenance(s) 1.00 ' 1.18 10.370 11.41 77.95 0.650 ! - 0.000 3.00 3.697 2.40 27.4 0.0 115.9 75.00 Appurtenance(s) 1.00 1.19 10.43.0, • 11.47- 74.81 0.650 0.000 2.00 2.336 1.52 17.4 0.0 73.2 Totals:' 75.00 = 971.0 5,975.0 f, Inv i , to - •• `' a 7 y r• r - . Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. Structure: • CA45527-A-SBA Site Name: Machado , Height: 75.00 (ft) Base Elev: 0.000 (ft) Gh: 1.1 Discrete Appurtanance Forces Code EIA/TIA-222 G - 9/10/2014 Exposure: t C I1 Crest HeightF 0.00IES Yr. Site Class: D - Stiff Soil y .., Topography: 1 Struct Class II' Page: 19 Tower Engineering Solutions t . Load Case: 1.OD + 1.OW 60 mph Wind v Iterations 19 Dead Load Factor 1.00 Wind Load Factor 1.00 a i Total Dead Horiz Vert Wind Mom Mom Elev qz gzGh CaAa` CaAa'' Load Ecc Ecc FX Y z No. ft) Description Qty , (psf) psf) Factor Ka (sf) lb) ft) ft) lb) Ib -ft) Ib -ft) 1 48.00 Pine Branches 1 9.494 10.444 1.00 1.00 90.00 1500.00 0.000 0:000 939.93 0.00 0.00 2 53.00 T -Arms 3 9.694. 10.664 0.56•,. 0.75 - ;j 3.50 1050.00 0.000 0.000 143.96 0.00 0.00 3, 53.00 UMWD703319-XDM 6 9.694 10.664., 0.62 0.80. 21.08 174.00 0.000 0.000 224.78 0.00 0.00 4. 57.00 HP2 Dish 1 9.844 10.828 1.00 1.00. 3.96 27.00 0.000 0.000 42.88 0.00 0.00 5 58.00 Pine Branches 1 9.880 10.868 1.00 1:00, 90.00 1500.00 0,000, 0.000 978.14 0.00 _ 0.00 6 63.00 PCS S 065-13-2; 12 10.054 11.059 • 0.52. 0.80 24.21, 115.20 0.000 _ = 0.000 267.75 0.00 0.00 7 63.00 T -Arms 3 10.054 11.059 0.56 0.75 13.50 1050.00 0.000, 0.000 149.30 0..00 0.00 8_ 68.00 Pine Branches 1 10.217 11.238 1.00, 1.00 90.00 • 1500.00 0.000- 0.000 1011.45 0.00 - 0.00 1 9 73.00 Commscope 6, 10.370 11.407 - 0.66 0.80,,. 21.43 230.40 0.000 0.000 244.51 0.00 0.00 10. , 73.00 T -Arms 3 10.370 11.407., 0.56 0.75 % 13.50 1050.00 0.000 0.000 154.00 0.00 0.00 11 75.00 Pine Branches 1 10.430 11.473 1.00 1.00 45_.00 750.00 0.000 0.000 516.26 0.00 0.00 Totals: 8,946.60 4,672.96 T Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. , r t . Total Applied Force Summary Structure: CA45527-A-SBACode ° ., EIA/TIA-222-G 9/10/2014 ' 1' ''' Site Name: Machado - + ' Exposure: t C • ; Height: 75.00 (ft) , Crest Height: 0.00 Base Elev: 0.000 (ft) _ - :Site Class:. D - Stiff Soil' IES t. ' Tower Engineering Solutions Gh: 1.1 Topography: 1` Struct Class: II Page: 20 Load Case: 1.OD + 1.OW 60 m ' p • • . . v h WindIterations 19 X Dead Load Factor 1.00iwooi_ Wind Load Factor'- 1.00. Lateral Axial:' Torsion Moment' ` Elev FX (-) FY (-) MY MZ ft) Description lb) lb) (Ib -ft) _ Ib -ft). 0.00 v 0.00 0.00 0.00 0.00 5:0078.78 679.21 0.00 0.00 10.00 75.36. 653.62,. 0.00 0.00 15.00. ' 71.95 628.02 0.00 0.00 • c _ _ . . 20.00 72.72 _ 602.43, __ 0.00, 0.00. - t 25:00 _ 72.42 576.84 0.00 _ 0.00 30.00 71.30 551.24 _ 0.00 0.00-- 00-, 35.0035.00 69.58 525.65 _ 0.00 0.00. 37.63 35.55 266.55~ _ 0.00 0.00 _ 40.00 • 32.02 388.30 - 0.00 y , 0.00 41.30 17.31. 208.90_, 0.00 0.00. ,• 45.00 48.56 - 298.44 _ k ,~_0.00._ . 0.00 1) attachments 978.10 1733.75 0.00 R _ 0.00- 50.00 24.78 • 151.74 s 0.00 0.00 53.00 9) attachments 405.04 1445.46 0.00 0.00. 55.00 23.49 131.07 - 0.00 0.00V - _; y 57.00 1) attachments 65.83 _ 154.79 _ 0.00, 0.00 58.00 1) attachments 989.38 1562.59', _ ,, 0.00 0.00 60.00 22.10 122.72 0.00 0.00. 63.00 15) attachments 449.16` I! 343.13 j' 0.00 s 0.00- 65.00 20.62 A _ . 102.05 0.00 0.00 J r r 68.00 1) attachments 1041.26 1646.93 ; 0.00 0.00 70.00 19.06 93.86 0.00 0.00 73.00 9) attachments 425.92 1415.04, 0.00 0.00 75.00 1) attachments 533.68 823.19 P 0.00- 0.00 Totals: 5,643.94 F 16,105.54 1 0.00 10.00 Calculated Forces Structure: CA45527-A-SBA_ Code. EIA/TIA-222 G 9/10/2014 Site Name: Machado Exposure: " r C Height: 75.00 (ft) w Crest Height: 0.00 IES iotas Base Elev: 0.000 (ft) Site Class: D - Stiff Soil a , FX (-) Gh: 1:1 Topography: 1 Struct Class-: Page: 21 Tower Engineering Solutions Load Case: 1.01D+ 1.OW 60 mph Wind w ; 'r Y Iterations 19 Dead Load Factor 1.00 r `a x r Wind Load Factor •1 00, aeg ru vu Ju Mu Mu Kesunant pnl pni pm pm iotas Elev FY (-) FX (-) MY (-) MZ' ' MX ' Moment ' r Pn Vn • Tn Mn Deflect Rotation Stress ft) kips) kips) (ft -kips) (ft -kips) (ft -kips) ft -kips)' _' kips) kips) kips). ft -kips) ' in) deg) Ratio 0.00 _ 16.10 5.66 0.00 328.68". 0.00 328.68 2509.61 1254.81 3650.86 1828.14 0.00 0.00 0.186 5.00, 15.41 5.60 • 0.00 300.41 0.00 300.41 2432.68 1216.34 •.3386.16 1695.60 0.04, 0:08 0.184 110.00- 14.75 5.54 0.00- 272.42 0.00 272.42 ' 2353.03 1176.51 3127.50, 1566.08 0.17 0.16 0.180 15.00 _ 14.12 5.49. 0.00 244.70 0.00 244.70.:. 2270.65 1135.32 , 2875.40 1439.84 0.39' 0.25 0.176 20.00 13.51 5.44 0.00 217.25 0.00 r _ 217:25 2164.30 1082.15 2604.81. 1304.34. 0.70 70.34 0.173 25.00 12.92 5.38 , 0.00 190.07 0.00 190.07 , 2052.54 1026.27. 2341.39 1172.44 r _ . 1.10,,_ 0.43 0.168 30.00 12.36 5.32 0.00• 163.17 0.00 163.17 1940.78. 970.39 2092.02. 1047.56 1.61 0.52 0.162 35.00 11.83 5.26 0.00 ' 136.55 0.00 136.55 ' 1829.01 914.51 ,1856.68 929.72 2.20 , 0.62 0.153 ,. 37.63 11.56, 5.24, 0.00 122.68 0.00, 122.68 1770.1.5-, 885.08 11738.39 870.48 2.56 0.67 0.148 40.00 11.17 5.21 0.00 110.29 . " 0.00 w r;<110.29 1717.25 858.63 1635.39 818.91 2.90 • 0.141 41.30 10.96 5.19 0.00 - 103.52 0.001 103.52 1383,72 691.86 1330.88 666.43 3.100.74 0.71 0.163 45.00 10.65 5.15 0.00 84.30 0.00 x.84.30_ 1317:55 658,78..1206.02. 603.90 3.70 ; 0.80 0.148 48.00 8.93 4.16 0.00 68.84. 0.00 68.84- 1263.91 631,95 1109.29 555.47 4.22 , 0.86 0.131 50.00 8.78 4.14 0.00 60.53 -'0.00_ s. 60.53y x,1228.14 614.67 1047.05 - 524.30 4.59 0.90, 0.123 53.00 _ 7.33 3.71 0.00 48.12 . 0.00 48.12 1174.50 587.25 _ 957.06 479.24 5.17_ 0.95 0.107 55.00 7.20 3.69' 0.0b,_-40.69 0.00 40.69- 1138.714 569.37 899.31 450.32 5.57 0.98 0.097 57.00 7.05 3.63 0.00 33.30 0.00 33.30 1102.97 551.49 843.36 422.31 5.99 J 1.01 0.085 58.001. 5.50 2.61 0.00,_ 29.67 0.00 y , 29.67r 1085.09 542.55. 816.06 408.64-- r 6.21' 1.02 0.078 . 60.00 5.38 2.59 - 0.00 24.45 0.00 24.45 1049.33 524.66 762.80 381.97 6.64, . 1.05 0.069 63.00 4.04 2.12 0.00 16.68 •'- 0.00 16.68 •' 995.68 497.84 686.29 343.65 7.31 1.08, 0.053 65.00 3.94 2.10 0.00 , 12.45 0.0.0 12.45 959.92 479.96 • 637.53 319.24 7.77 1:10 0,043 68.00 2.31 1.02 0.00 6.16. " 0.00 6.16,..x 906.27_ 453.14 567.75 284.30 8.46 1.11 0.024 70.00 _ 2.22 1.00 0.00 4.11 0.00 4.11 870.51 435.25 523.48 262.13. 8.93 , 1.12 0.018 73.00 0.81 0.55 0.00 • 1.10 ; 0.00 x.' 1.10 ` 816.86 408.43 '.460.45 230.57 9.64,, 1.13 0.006 75.00 0.00 0.53 0.00 0.00 0.00 r _ _ 0.00 781.10 390.55 , 420.67 _ 210.65 _ 10.11 1.13 0.000 r r t a; tib. - . t 1 j• W r., r- Rj•. ` rl is 1k y s. 6 z Ott j ti f r -• er' t' er J. W. ehis Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. r i i r t Final Analysis Summary Structure: CA45527-A-SBA- Code: EIAMA-222-G , 9/10/2014 Site Name: Machado Exposure:. - C Height: 75.00 (ft) Crest Height: -0.00 Base Elev: 0.000 (ft) f Site Class: b.- Stiff Soil , . - E S Gh: 1.1Topography: 1 Struct Class: it Page: 22 Tower Engineer ng Solutions Reactions. Load Case Shear FX kips) Shear FZ kips) Axial -°' Moment FY ' MX kips) -',(ft-kips) t MomentMY MZ = ft -kips) ft -kips) 1.21) + 1.6W 85 mph Wind 18.2 0.00 19,28 0.00. 0.00 1059.36 0.9D + 1.6W 85 mph Wind 18.2 0.00 14.45: ` 0.00 0.00 1052.59 1.2D + 1.0E 8.0 0.00 19.32 0.00 0.00. 535.57 0.9D + 1.0E 8.0 0.00 14.49 0.00 •_ 0.00 531.74' 1.OD + 1.0W 60 mph Wind 5.7, 0.00_ 16.10 0.00 Q.00 328.68 Max Stresses] F Pu VU Tu,'-, ; Mu Mu Resultant phi" phi, phi phi FY (-) FX (-) : MY:(-) MZ MX Moment Pn Vn, Tn Mn Elev Stress Load Case kips) kips) ft -kips) - (ft -kips) (ft -kips) (ft -kips) (kips) kips) kips) ft -kips) ft) Ratio 1.2D_+ 1.6W 85 mph -Wind 19.28 18.17 0.00 -1059.3 0.00 -1059.3 2509.61 1254.8 3650.86 1828.141. 0.00 0.587 0.9D + 1.6W 85 mph Wind 14.45 18.16 0.00 -1052.5 • 0.00,_ -.1052.5 2509.61 1254.8 3650.86 1828.14 0.00 0.582 , 1.2D.+1.0E 13.05, 7.45. 0.00 -215.77 0.00 -215.77 1383.72 691.86, 1330.88 666.43 41.30 0.333 0.9D + 1.OE ". 9.75- 7.37 0.00 ~7213.70 0.00 -213.70 1383.72 691.86 1330.88 666.43 41.30. 0.328 1:0D + 1.OW 60 mph Wind 16.10_ 5.66. 0.00 -328.68 0.00 -328.68 2509.61 12.54.8 3650.86 1828.14 0.00 0.186 Copyright © 2014 by Tower Engineering Solutions, LLC. All rights reserved. y CITY OF LAKE ELS BUILDING DIVISI "tUCTURAL DESIGN OF t VERIZON WIRELESS - PERMIT # " aSv;XCEPTIONSITE/SPRINTDECOM K- APPROVED STRUCTURAL CALCULATIONS FOR EQUIPMENT AN RAGE ZRIEP RED BY: APPROVED FOR PERMIT ISSUANCE JACOBS ENGINEERIN P INC. SCOT FAZEKAS &ASSOCIATES, INC. 3161 MICIIEI ON ITE 500 BY DATE " 2 IRVINE, CUYQN1A 92612 These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is E:III/21/214herebygrantedtoissueabuildingpermitpending approval by all applicable City agencies. The issuance or granting ed on approval of these plans s d to LLpermitorapproveanyviionofthepble V J Lcodesorordinance. No rmid ive authority to violate or can the uch codes shall be valid. *Exp. IV 1 CQj 0 4 QTJ Q JacaF. EnglTeri - ro Inc. m 9 0 , 1 0ul rn v M U W OZ ZO TABLE OF CONTENTS 1. BATTERY RACK ANCHORAGE ...................................................01 2. LTE/TOLL RACK ANCHORAGE .................................................. 20 ror hn T JACOBS® Subject((1P1! IE I Project C ?ALL• Sheet No. of Authored by Date Checked by —0--5--Date EQ.)PIviC 1T...A.T I_C.Ho.(Grt..T_C1. LI' Dy.. 7EY` PACK 1; , , o,D t_ _ cr 1. G_.t3_c _ _2 X 131 :/_S.CE a- +- 4- 4 –1 --- - - -4 P Z, tP04 C t-r-2,+ X33 L T r - P7r, =1-—j---; 3-S-p-r---z-l =' o . S G-1 P _ _ __ _ _. _ [ '1.3' _3-j=.3 _. 1_I,1P t--+ --- 4- _,t__ - ; . _. 9000 lbs per two cell. Calculations are q' flC 01 b conservatively performed for one battery I rack. FT) vIEN ON_ _i2 a U N ' C, i d r i 9 1 _ ( " 1 li I, q G Page 1 Te e T; T. JACO BS® Subject Authored by Date Project Sheet No. of Checked by Date 21 =3' t ' l- X321 + I lr l 2! 2--k P- _ r i I I i I 1 go65. WITlg"T t 0— Qiy E :12't Lf-. N ;N 3 J 3- 32r i C X-- t ic- C6 I -T r i f_ —8= 21-k l.r- i3ov S' I rage z M JACOBSO Subject Project Sheet No. Authored by Date Checked by Date rage s N,) Y SOME r t IMEM N fY ger D mmm o 11 mom MEMON iisiMEN L No IMEMEMN ONOIMENmomEmmNo No No 0 ME 0 MIMMEMEMEM Mo SOMEONE m m NoNON m MINN mmi m 0 rage s N,) i1 www.hilti.us Profis Anchor 2.4.9 Company: Page: 1 Specifier: Project: Sprint Decom Address: Sub -Project I Pos. No.: ASCE 7-10 Ch 13 Phone I Fax: Date: 10/20/2014 E -Mail: Specifier's comments: Typical Anchor Calcs for 9000 lbs battery rack; Fp = O.51'Wp (Eqn 13.3-1 -ASCE 7-10, ap=1.0, Rp = 2.5; Sds = 1.7 conservative) 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry [in.] & Loading [Ib,'in.lb] Kwik Bolt TZ - CS 1/2 (3 1/4) - hef,act = 3.250 in., hnom = 3.625 in. Carbon Steel ESR -1917 5/1/2013 15/11/20115 design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 3.000 in. x 3.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 3000, fc' = 3000 psi; h = 6.000 in. hammer drilled hole, installation condition: dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c ) 20032009 Hilti AG, FL -9494 Schaan Hilti Ise registered Trademark of Hilti AG, Schaan Page 4 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1740 287 0 287 max. concrete compressive strain: -1%01 max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 1740 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] e Profis Anchor 2.4.9 Page: 2 Project: Sprint Decom Sub -Project I Pos. No.: ASCE 7-10 Ch 13 Date: 10/20/2014 e 3 Tension load Load Nua [lb] Capacity N„ [lb] Utilization pN = Nua/t]INn Status Steel Strength` 1740 8029 22 OK Pullout Strength` 1740 3500 50 OK Concrete Breakout Strength" 1740 2636 67 OK anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength N. = ESR value refer to ICC -ES ESR -1917 Nsteel 2 Nua ACI 318-11 Table D.4.1.1 Variables n Ase,N [in .2] fuia [psi] 1 0.10 106000 Calculations Ns. [ib] 10705 Results Ns. [ib] +steel Nsa [Ib] Nua [Ib], 10705 0.750 8029 1740 3.2 Pullout Strength Npn,f = Np.zsoo le f° refer to ICC -ES ESR -1917 2500 Npnf, 2 Nua ACI 318-11 Table D.4.1.1 Variables fc [psi] J a Np.2500 [lb] 3000 1.000 4915 Calculations f c V 2500 1.095 Results Non.(, [lb] concrete No..(, [lb] Nua [lb] 5384 0.650 3500 1740 Input data and results must be checked for agreement with the existing conditions and for plausibility! Page 5PROFISAnchor (c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 www.hilti.us ELM 1W Profis Anchor 2.4.9 Company: Page: 3 Specifier. Project: Sprint Decom Address: Sub-Project I Pos. No.: ASCE 7-10 Ch 13 Phone I Fax: Date: 10/20/2014 E-Mail: 3.3 Concrete BB\reakout Strength NO – \ ANcoANC / Wed,N Wc,N Wcp,N Nb ACI 318-11 Eq. (D-3) Ncb 2 Nua ACI 318-11 Table D.4.1.1. ANc see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 hef ACI 318-11 Eq. (D-5) 1 1veo,N = ( + 2 eN <– 1.0 - ACI 318-11 Eq. (D-8) 3 he,) Wed,N = 0.7 + 0.3 O Ca-min \ 5 1.01.5he1 ACI 318-11 Eq. (D-10) Wcp,N = MAXCa—min 1.5h 51.0 ACI 318-11 Eq. (D-12) cac cac J No = kc ?.a ;f: hets ACI 318-11 Eq. (D-6) Variables 1 1hef [in.] ec1,N [In.] 1. ec2N [in.] 1Ca,min [in.] Wc,N 2.667 0.000 0.000 4.000 1.000 Oac [in.] kc X. fc [psi] 7.500 17 1.000 3000 Calculations 1Nc [in .2] AN.0 [In.2] Wecl,N Wec2,N - NWed,Wcp,N 1Nb (Ib) 64.00 64.00 1.000 1.000 1.000 1.000 4055 Results Ncb [lb] concrete NO [lb] Nue (Ib) 4055 0.650 2636 1740 Input data and results must be checked for agreement with the existing conditions and for plausibilityl Page 6PROFISAnchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan g www.hilti.us Load V„a [lb] Capacity +Vn [lb] Utilization w = V„a/+Vn MLO 1W Profis Anchor 2.4.9 Company: Page: 4 Specifier: Project: Sprint Decom Address: Sub -Project I Pos. No.: ASCE 7-10 Ch 13 Phone I Fax: Date: 10/20/2014 E -Mail: 5677, 6 OK 4 Shear load Load V„a [lb] Capacity +Vn [lb] Utilization w = V„a/+Vn Status Steel Strength* 287 3572 9 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 287 5677, 6 OK Concrete edge failure in direction y+** 287 1325 22 OK anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC -ES ESR -1917 Vsteel Z Vua ACI 318-11 Table D.4.1.1 Variables n Ase,V [in .2] fu,. [psi] 1 0.10 106000 Calculations Vsa [lb] 5495 Results Vse [lb] steel Vs. [lb] Vua [lb] 5495 0.650 3572 287 4.2 Pryout Strength ANC Yed,N Wc,N Wcp,N Nb, Vcp = kep [ ACI 318-11 Eq: (D -4O) ANc0/ Vcp z Vua ACI 318-11 Table D.4.1.1 ANC see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) AN, = 9 hef ACI 318-11 Eq. (D-5) 1 Wec,N = (1 + 2 eN l <_ 1.0 ACI 318-11 Eq. (D-8) 3 hef/ Ved,N = 0.7 + 0.3 Ca 1 A 1.5hef ACI 318-11 Eq. (D-10) Wcp,N = MAXEa in 1.5haf1 c 1.0 ACI 318-11 Eq. (D-12) cac cac f Nb = kc )`a -\/Kc hei ACI 318-11 Eq. (D-6) Variables kcp hef [in.] ee1,N [in.] ec2,N [in.] ca,min [in.] 2 2.667 0.000 0.000 4.000 Wc,N Cac [In.] kc Xa f [psi] 1.000 7.500 17 1.000 3000 Calculations ANc [In•2] AWO [In.2] Wec1,N Wec2,N yred N WW N No [lb] 64.00 64.00 1.000 1.000 1.000 1.000 4055 Results Vcp [lb] +concrete Vcp [lb] Vua [lb] 8109 0.700 5677 287 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Avco [in. P".y wed V wh,V Vb [lb] Profis Anchor 2.4.9 Company: 1.000 0.900 1.000 3154. Page: 5 Specifier: Vol, [lb] Project: Sprint Decom Address: 1892 0.700 Sub -Project I Pos. No.: ASCE 7-10 Ch 13 Phone I Fax: Date: 10/20/2014 E -Mail: 4.3 Concrete eedge failure in direction y+ Vcb - ( AvcoAVC wed.v wc,V wh,V wparallel,v Vb ACI 318-11 Eq. (D-30) Vcb 2 Vua ACI 318-11 Table D.4.1.1 Avc see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 Ce, ACI 318-11 Eq. (D-32) 1 wec,v = (1 + 2e„ <- 1.0 ACI 318-11 Eq. (D-36) 3Cat / wed,V = 0.7 + 0.3(1 C;2 ` 1.0 ACI 318-11 Eq. (D-38) 1.5Cat Y V = 1.0hhhe ACI 318-11 Eq. (D-39) I 0.2 318-11Vb = (7 (d ) 7a Cal ACI Eq. (D-33) a Variables cat [in.) Cat [in.] ecv [in.] Wo,V he [in.] 4.000 4.000 0.000 1.000 6.000 le [In.] Xa da (in.) f [psi] wparallel.V 3.250 1.000 0.500 3000 1.000 Calculations Avc [in .2] Avco [in. P".y wed V wh,V Vb [lb] 48.00 72.00 1.000 0.900 1.000 3154. Results Vol, [lb] concrete Vcb [lb] Vue [lb] 1892 0.700 1325 287 5 Combined tension and shear loads RN (iv C Utilization pN,V [%] Status CC 0.660 0.217 5/3 58 OK pt+NV = pN + PV <= 1 6 Warnings r Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Refer to the manufacturer's product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! Page 8PROFISAnchor (c) 200&2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 NEBS CERTIFIED UNIGY II SYSTEM' NC4=2000 1,25 AH Installation and Operation Manual Batteries, battery posts, terminals and related accessories contain lead and lead compounds, and other chemicals known to the state of California to cause cancer and birth detects or jj 11 other reproductive harm. Wash hands after handling. Page 9 TABLE OF CONTENTS Safety Precautions - Rectifier Ripple Voltage..................................9 Protective Equipment......................................3 Battery Cleaning..............................................9 Procedures......................................................3 Capacity Testing............................................10 Receiving & Storage Sleeve/Cell Removal Procedure ..................10 Receiving Inspection........................................3 Unigy II NC4-2000 Unpacking........................................................3 Acid Volumes & Weights......:.......................10 Storage............................................................3 APPENDIX A Installation BATTERY MAINTENANCE REPORT ......:...11 General............................................................4 Grounding........................................................4 Electric Code for Maintenance Access ............4 Floor Anchoring & Module Arrangements ........ 4 Hardware Torque Requirements ......................4 System Installations System Shipment............................................4 Module Installation........................................4-5 Cell Installation............................................5-6 Electrical Connection Connector Assembly........................................6 Terminal Assembly........................................6-7 Final Assembly Check Procedure ......................8 Safety Shield Assembly..................................8 Top Protection Shield Installation ....................8 System Operations Charger Voltage ................................. Operating Temperatures ................... Cell Voltage ......................................... Rectifier Ripple Voltage ...................... Record Keeping Voltages, Temperatures Ohmic Readings .....:........................ Maintenance Annual Inspection............................................9 Rectifier Ripple Voltage..................................9 Battery Cleaning..............................................9 Capacity Testing............................................10 Sleeve/Cell Removal Procedure ..................10 Unigy II NC4-2000 Acid Volumes & Weights......:.......................10 APPENDIX A BATTERY MAINTENANCE REPORT ......:...11 i Batteries, battery posts, terminals and related accessories con- tain lead and lead compounds, and other chemicals known f I to the state of California to cause cancer and birth defects or other reproductive harm. Wash hands after handling. WARNING: Battery posts, terminals and related accessories contain lead and lead compounds, chemicals known to the Slate of California to cause cancer and reproductive harm. Batteries also contain other chemicals known to The Slate of California to cause cancer. WASH HANDS AFTER HANDLING! 2 Page 10 SAFETY PRECAUTIONS Although all valve -regulated batteries have the electrolyte immobilized within the cell, the electrical hazard associated with batteries still exists. Work performed on these batteries should be done with the tools and the protective equipment listed below. Valve -regulated battery installations should be supervised by personnel familiar with batteries and battery safety precautions. Protective Equipment To assure safe battery handling, installation and maintenance, the following protection equipment should be used: Safety glasses or face shield Acid -resistant gloves Protective aprons and safety shoes Proper lifting devices Properly insulated tools Procedures The following safety procedures should be followed during installation: (Always wear safety glasses or face shield when working on or near batteries.) 1. These batteries contain no free-flowing electrolyte. Under normal operating conditions, they do not present any acid danger. However, if the battery jar or cover is damaged, acid could be present. Sulfuric acid is harmful to the skin and eyes. Flush affected area with water immediately and consult a physician if splashed in the eyes. 2. Prohibit smoking and open flames, and avoid arcing in the immediate vicinity of the battery. 3. Do not wear metallic objects, such as jewelry, while working on batteries. Do not store un -insulated tools in pockets or tool belt while working in vicinity of battery. 4. Keep the top of the battery dry and clear of tools and other foreign objects. 5. Provide adequate ventilation (per IEEE standard 1187 and/or local codes) and follow recommended charging voltages. 6. Extinguishing media: Class ABC extinguisher. Note: CO2 may be used but not directly on the cells due to thermal shock and potential cracking of cases. 7. Never remove or tamper with the pressure relief valves. Warranty void if vent valve is removed. 8. Inspect all flooring and lifting equipment for functional adequacy. 9. Adequately secure battery modules, racks, or cabinets to the floor. 10. Connect support structures to ground system in accordance with applicable codes. 11. The below IEEE Standards contain additional information. Other standards may be relevant to your specific applica- tion. IEEE 1187 — Recommended Practice for Installation Design of VRLA Batteries IEEE 1188 — Recommended Practice for Maintenance, Testing, of VRLA Batteries IEEE 1189 — Selection of VRLA Batteries for Stationary Applications Batteries, battery posts, terminals and related accessories contain lead and lead compounds, and other chemicals known to the state of California to cause cancer and birth defects or other reproductive harm. Wash hands after handling. RECEIVING & STORAGE Receiving Inspection Upon receipt, and at the time of actual unloading, each pack- age should be visually inspected for any possible damage or electrolyte leakage. If either is evident, a more detailed inspection of the entire shipment should be conducted and noted on the bill of lading. Record receipt date, inspection data and notify carrier of any damage. Unpacking 1. Always wear eye protection. 2. Check for visible defects such as cracked containers, loose terminal posts, or other unrepairable problems. Batteries with these defects must be replaced. 3. Check the contents of the package against the packaging list. Report any missing parts or shipping damage to your East Penn agent or East Penn Mfg. Co. immediately. 4. Never lift batteries by the terminal posts. 5. When lifting batteries, the proper equipment is needed such as a forklift or a portable crane. Always check the lifting capacities of the equipment being used and never lift more than one module at a time by the module mounting holes. Storage 1. Cells should be stored indoors in a clean, level, dry, cool location. Recommended storage temperature is 0°F to 90°F (-18°C to 32°C). 2. Stored lead -acid batteries self discharge and must be given a boost charge six months from the date of manufacture to prevent permanent performance degradation. Record dates and conditions for all charges during storage. 3. Recommended charge during storage is at a constant voltage of 0.05 volts per cell greater than recommended float voltage for 24 hours. Reference voltage chart in SYSTEM OPERATION section. 4. Do not store beyond 12 months. 5. Store in horizontal position only. 3 Page 11 INSTALLATION General Caution should be taken when installing batteries to insure no damage occurs. The battery cabinet, tray, rack, etc. shall be inspected for sharp edges that could cause damage to the battery casing. Batteries shall not be dropped, slid, or placed on rough or uneven surfaces such as tray lips or grated flooring. Mishandling of batteries could result in equipment damage or human injury. East Penn will not be liable for damage or injury as a result of mishandling or misuse of the product. Grounding When grounding the battery system, proper techniques should be applied per electrical standards, such as NEC and/or local codes. Two .201 diameter x .750 center holes are provided in back of each module to accept a #6 x .750 center compression grounding lug. The holes must be tapped for a 1/4-20UNC thread and paint must be removed for a proper grounding pad location. Electric Code for Maintenance Access Refer to ANSI/NFPA-70 National Electric Code for access and working space requirements around the battery. A minimum of 36" aisle space is recommended in front of the battery for service and inspection.' Note: Battery system and/or individual module grounding, if required, is the installer's responsibility. Floor Anchoring & Module Arrangements See East Penn Mfg. Co.'s schematic diagram illustration. One is supplied with each shipment. If it cannot be located, contact East Penn Mfg. Co. for a copy. Refer to your delivery number, located on the packing slip. This will aid in obtaining the proper drawing. Hardware Torque Requirements Bolt Size Torque 1/2-13 100 ft -Ib 135.5 Nm 3/8-16 25ft-Ib 33.8 Nm 1/4-20 125 in -Ib 14.1 Nm System Installations System Shipment Battery System are typically received per detail below. Note: 3 cell modules are typically shipped 2 modules per pallet. 2 cell modules will be shipped 3 modules per pallet. 4 Module Installation Assemble system per the following details. All parts should be verified against packaging list. Report any missing parts. 1. Remove floor -mounting base support from the top of the modules. Base is bolted to module assembly, upside down. 2. Position base(s), consult included layout diagram for required configuration. Bases are required to be level prior to installing modules. 3. Anchor holes can be marked and drilled with bases in place. All anchor holes in base (16 per base) are required to be used to meet seismic requirements. Consult local building codes for anchor bolt requirements. Anchor bolts not included. 4. Cell must be removed from modules prior to installing modules to base a. Batteries develop internal pressure. Relieving this pressure from the cell will make it easier to remove the cell / sleeve assemblies from the modules. Pry off vent shroud Remove flame arrestor 3. Unscrew valve with 17mm hex key (pressure will release) 4. Reinstall valve immediately and torque to 12-14 in Ib with 17mm hex key. 5. Cell / sleeve assembly removal from module a. Thread polypropylene rope through two terminals and knot. b. Remove 3/8-16 x 1 1/4 bolts and lock washers from sleeve. Use an insulated prybar to loosen the center cell / sleeve from the module. Place the prybar into the cutout behind the retainer. I Page 12 d. Position lifting device under cell to be removed. Warning: Care should be taken not to have lifting device come in contact with cells /sleeve assemblies. e. Slide sleeve and cell across cell lifting device. It is recommended that you use two pieces of 2" x 4" or equivalent lumber to remove cell. (Care should be taken as not to damage front flange). f. Cells / sleeve assemblies should be stored in horizontal position. 6. Remove hardware holding modules together and holding modules to skid. Hardware removed from modules will be reused to attach modules to bases and to each other. Hardware holding modules to skid will not be reused. CAUTION: Never lift more than one module at a time with the supplied lifting slings. 7. Install modules onto bases using supplied lifting straps. Consult below diagram for proper sling attachment and lifting. Consult included layout diagram for module position. 8. Module layout should be compared to system layout diagram and all hardware should be checked for proper torque before proceeding. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. o0 O m o II 9. for multiple stack systems... Joining plates are to be placed at the rear of the modules at the top of the stacks. One joining plate is to be used at the junction of two modules. Use 1/2-13 x 1.50" hardware to install the plates. Hardware should be torqued after module installa- tion is complete. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. Cell Installation 1. Install cells into modules. Consult layout drawing for cell location and polarity. Attach cell to module using (4) 3/8-16 x 1.25" hardware". Consult "Hardware Torque Requirements" (pg 4) for proper torque values. Care should be taken when installing cells that lifting device does not damage brackets. 5 - Page 13 2. Safety Shield Brackets are to be installed at the outside corners of every 2 modules starting from the bottom and working towards the top. Use 3/8-16 x 1.25" hardware to install brackets. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. 3. Module layout should be compared to system layout diagram and all hardware should be checked for proper torque before proceeding. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. ELECTRICAL CONNECTION Connector Assembly 1. The contact surfaces of each individual post on every cell have been cleaned and coated with a thin film of no -ox -ID "A" grease at the factory. Assure the contact surfaces are free of dust or dirt prior to assembly. 2. The battery system is supplied with a connector package appropriate to the required load the batteries are connected to. Review the below chart "Connector Packages" to ensure the correct connector package has been supplied. Bolt Package 2CU 1/4-20 x .50 JM07 2CU 1/4 1-20 .75 MP14354CU 6CU 1/4-20 x 2.00" JMP1409 Connector Packages Type AMPS WPC 2CU s700 1200 4CU 52000 3200 6CU s3000 4800 3. Installation and direction of the battery post hardware is important. Consult the below diagram for clarification. 0) 4. High Rate applications will require multiple connectors to be used per battery post. A 2CU connector package will require 2 connectors per connection (1 per side), see example below. A 4CU package will require 4 connectors per connection (2 per side) and an 6CU package will n require 6 connectors per connection (3 per side). Tighten torque all bolts after all connectors are installed. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. 2CU Package Detail Tier to Tier o Q _ ® o o® ® o Stack to Stack / Cell to Cell Terminal Assembly TOP TERMINATION Consult layout diagram for termination location. 1. Install terminal plate bracket to the top of the module. Use 1/2-13 x 1.50" hardware. Install loosely for future alignment. 2. Remove cell sleeve bolts directly behind location of terminal plate. 3. Replace flat washer with cap washer. Re -install 3/8-16 x 1.25" into cell sleeve with safety shield bracket (if required). Torque hardware at 25ft-Ib (33.8Nm). Install rubber caps over bolts. 4. Install terminal plate to battery posts using 1/4-20 x 1.751, hardware. Attach terminal plate to terminal plate bracket. Note position of terminal plate. Terminal Plate Bracket may have to be moved in order to be flush with the terminal plate. 5. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. Terminal Plate to be installed on battery posts as shown Page 14 Complete Assembly 6. Top terminal plate designed to use up to 0.501, dia. bolt and a maximum 1.751, centers, 2 hole lug. Lug hardware not included. 56 D W HOLES FOR 12' BOLTS Hole Layout SIDE TERMINATION Consult layout diagram for termination location. 1. Remove cell sleeve bolts (3/8-16 x 1.2511) from the module (retain for later use). 2. Install plastic Side Terminal Bracket in location where bolts were removed in previous step. Use 3/8-16 x 1.251, bolts from Step 1. Bolts should be installed loosely for future adjustments. 3. Safety Shield Bracket may also be required to be installed. They are to be installed in front of the side terminal bracket. 4. Install side terminal plate to side terminal bracket using 1/4-20 x 1.0011 hardware. Bolts should be installed loosely for future adjustments. 5. Install side terminal connectors to battery posts using 1/4-20 bolts. Bolts should be installed loosely for future adjustments. 6. Connect side terminal plate to side terminal connectors. Side terminal bracket and side terminal connectors may have to be adjusted to insure plate and connectors are flush. Use 1/4-20 x 1.251, hardware. 7. After all parts are installed and alignment is confirmed, torque all bolts. Consult "Hardware Torque Requirements" (pg 4) for proper torque values. 8. Install Side Terminal Shield to Side Terminal Bracket using 1/4-20 screws. Tighten but do not torque hardware. Side Terminal Assembly 9. Side Terminal Plate is designed to use up to 0.501, dia. bolt and a maximum 1.751, centers, 2 hole lug. Plate is capable of handling 4 runs of cable. 2.50 1.00 o O OO 1.50 O 3.00 Q 0- 00/ CP I 0.56 x -1.16 LONG SLOTS -/ 1 13 0.56 HOLES 1.38 Lug Positioning Options: p ®® O 0 0 ®® O O 0 IloI Complete Assembly Page 15 Final Assembly Check Procedure 1. For future identification. of all cells, number individual cells in sequence, beginning with number one (1) at the positive end of the battery. The last cell of the battery is located at the negative output terminal. 2. Read and record the voltages of the individual cells to assure that they are connected properly. The total bat- tery voltage should be approximately equal to the num- ber of cells connected in series multiplied by the meas- ured voltage of one cell. If the measurement is less, recheck the connections for proper polarity. Verify that all cell and battery connections have been properly torqued. 3. Measure and record the intercell connection resistance using a micro-ohms meter. This helps determine the adequacy of initial connections and can be used as a ref- erence for future maintenance requirements. Refer to the recording forms in Appendix A of this manual. Review the records of each connection and detail resistance measurements. Clean, remake, and remeasure any con- nection that has a resistance measurement greater than 10% of the average of all the same type connections (i.e. intercell, intermodule, etc.). 4. Battery performance is based on the output at the battery terminals. Therefore, the shortest electrical connection between the battery system and the operating equipment results in maximum total system performance. Select cable size based on current carrying capability and voltage drop. Cable size should not provide a greater voltage drop between the battery system and operating equipment than specified. Excessive voltage drop in cables will reduce the desired reserve time and power from the battery system. Safety Shield Assembly 1. All Safety Shield Brackets should already be installed at this time. Refer to Cell Installation Section for bracket installation. 2. Safety Shields are designed with a "keyhole" type attachment 3 One shield will cover two modules. Hang the first shield on the top brackets through the large part of the keyhole. At the same time aligning the cutout at the bottom of the shield with the second set of brackets. After all shields are in place tighten, but do not torque hardware. Top Protection Shield Installation For side terminal assembly, attach top protective cover to highest front shield. For top terminal assembly, cut protective cover to fit between the terminals and then attach to front shield. SYSTEM OPERATIONS Charger Voltage These batteries are designed for continuous float applica- tions. When setting the float voltage on the charger, the system should be set to float at the nominal cell float voltage times the number of cells per string. The charger must be able to maintain the system voltage within ± 0.5% of the desired level at all times. The desired float voltage varies with temperature according to the table in the next column. 8 Page 16 Operating Temperatures Battery Temperature Float Voltage per Cell OF °C t .01 volts 50° 10° 2.25 59° 15° 2.25 68° 20° 2.25 77° 25° 2.25 86° 30° 2.25 95° 1 35° 1 2.23 Operating at temperatures greater than 77°F (25°C) will reduce the operating life of the battery. If operating tempera- tures are expected to be in excess of 95°F (350C), contact East Penn for recommendations. Cell Voltage Although the charger must maintain the system voltage within ± 0.5%, individual cell voltages may vary by ± 0.05 volts of the average cell float voltage. Rectifier Ripple Voltage Acceptable charging ripple (peak to peak) shall be less than 0.5% of the manufacturer's recommended string float volt- age or have a duration shorter than 8 milliseconds. RECORD KEEPING Voltages, Temperatures & Ohmic Readings Record keeping is an important part of stationary battery maintenance and warranty coverage. This information will help in establishing a life history of the battery and inform the user if and when corrective action needs to be taken. Refer to Appendix A, Battery Maintenance Report) While it is acceptable to operate at temperatures less than 77°F (250C), it will require longer charging time to become fully recharged. Also, the capacity will be less at operating temperatures below 77°F (250C). After installation and when the batteries have been on float charge for one week, the following data should be recorded: 1. Battery terminal voltage. Charger voltage. Individual cell float voltages. Ambient temperatures. Terminal connections should be checked to verify that the installer did torque all connections properly, consult Hardware Torque Requirements" (pg 4) for proper torque values. Micro-ohm readings should be taken across every connection. Refer to meter manufacturer's instructions for proper placement of probes. If any reading differs by more than 20% from its initial installa- tion value, re -torque the connection, consult "Hardware Torque Requirements" (pg 4) for proper torque values. If reading remains high, clean contact surfaces accord- ing to Step 1 under Connector Assembly. 6. Individual cell ohmic readings. For 6 -post cells, measure from center positive to center negative posts. Do not measure diagonally from positive to negative posts. See below page for specific location. measure point 0 11 Iloo 11 11 10 l' 101 • o 101 o . measure point MAINTENANCE Always wear eye protection when working on or near batteries. Keep sparks and open flames away from batteries at all times. See Safety Precautions on pg. 3. Annual Inspection (') 1. Conduct a visual inspection of each cell. 2. Record the battery string voltage. 3. Record the charger voltage. 4. Record the individual cell voltages. The accuracy of the DMM (Digital Multimeter) must be .05% (on do scale) or better. The DMM must be calibrated to NIST traceable standards. Because float readings are affected by discharge and recharges, these readings must be taken when batteries have been on continuous, uninterrupted float for at least one month. Cells should be within 0.05 volts of the average cell float voltage. Record the ambient temperatures. Record individual cell ohmic readings. 7. Record all interunit and terminal connection resistances. Micro-ohm readings should be taken during this inspec- tion. If any reading differs by more than 20% from initial readings taken, retorque the connection. Recheck the micro-ohm reading. If the reading remains high, clean the contact surface according to installation portion of this manual. Other Maintenance Inspection intervals follow IEEE 1188 Rectifier Ripple Voltage Acceptable charging ripple (peak to peak) shall be less than 0.5% of the manufacturer's recommended string float voltage or have a duration shorter than 8 milliseconds. Battery Cleaning Batteries, cabinets, racks, and modules should be cleaned with clear water or a mixture of baking soda and water. Never use solvents to clean the battery. 9 Page 17 Capacity Testing Capacity tests should not be run unless the battery's operation is questionable. Do not discharge the batteries beyond the specified final voltage. When discharging at higher rates, extra connectors may need to be added to pre- vent excessive voltage drop. When performing capacity test- ing and recording data use IEEE 1188 instructions. Should it be determined that any individual battery(ies) or cell(s) need to be replaced, contact your nearest East Penn agent or East Penn Service Center. SLEEVE / CELL REMOVAL PROCEDURE 1. Before removing sleeve / cell, review Safety Precautions on pg. 3 of this manual. Contact East Penn Mfg. Company, Inc. with specific questions or concerns. 2. Remove bolts from cell sleeve from battery to be replaced. Do not remove cell retainer bars and hardware. 3. All tools used to remove cell / sleeve shall be insulated to avoid contact with battery posts. 4. Lifting device shall be rated to handle weight of cell / sleeve. 5. Remove one cell / sleeve at a time. 6. A slot is provided behind the steel sleeve to assist in removing cell / sleeve from module. 7. Refer to Section "Cell Installation" for installing replacement cell. NC4-2000 125 AH Acid Volumes A Weights Cell Electrolyte Pure Acid Size cc gal gm I Ib Ib VR125-33 25,793 I 6.81 133,531 173.92 29.55 Data subject to change. MSDS sheets can be obtained at www.eastpennunigy.com. 10 Page 18 CD n 29.56 17.18 z _ 0 0 0 0 0 0 0 0 O O O 5.17 O O 0. 1.02 TYP. 2.00 O O O O O O 1 4.00---4.00'1— 4.004.00-- 4.00 16)00.81 ANCHOR HOLES PER BASE G r ROf ERTY OF EAST PENN MANUFACTURING CO., INC This print or drawing is confidential and it or any copies thereof shall be returned upon request. II is not to be copied, reproduced or exhibited to outside parties, but is to be used only with reference to apparatus, contracts or proposals of this corporation. Anything disclosed herein,not publically available, may not be used without written permission. JACOBS° Subject Project Sheet No. of _ Authored by Date Checked by Date 2.-+11-1P. Pty I_ '©:SI-_- I ---I I I I ! I I t l l Pi J/COBS° Subject Pro,ect Sheet No. Authored by Date Checked by Date rage z ONE v ME NONE SEEM MENNEN No 0 OEM MOM w No No ENO MENEM No MEMWE mom NOMINEES 0 MOM 11 MEMOMMMMMM MEMMENIMMEMM s MISMEM ME rm... MMMMIM 0 IMEMENONE ON ME ME ME MON QCsON rage z www.hilti.us OLE Ed I Profis Anchor 2.4.9 Company: Page: 1 Specifier: Project: General Calc Address: Sub -Project I Pos. No.: Phone I Fax: f Date: 10/15/2014 E -Mail: Specifier's comments: Typical LTE Rack Anchorage Calc in 6" 3000 psi concrete 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 3/4 (3 3/4) Effective embedment depth: hef,act = 3.750 In., h., = 4.313 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2013 15/11/20115 Proof: design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: Ix x ly x t = 4.000 in. x 4.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 6.000 in. Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) Geometry [in.] & Loading [lb, in.lb] a; v, NW C 10 X ti Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c ) 20032009 Hilt! AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Page 22 www.hilti.us Company: Specifier: Address: Phone 1 Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 528 56 56 0 max. concrete compressive strain: I&I max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 528 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Profis Anchor 2.4.9 Page: 2 Project: General Calc Sub -Project I Pos. No.: Date: 10/15/2014 Load Nu. [lb] Capacity on [lb] Utilization p = Nus/On Status Steel Strength' 528 18840 3 OK Pullout Strength' N/A N/A N/A N/A Concrete Breakout Strength" 528 3296 17 OK anchor having the highest loading "anchor group (anchors in tension) 3.1 Steel Strength ` N, = ESR value refer to ICC -ES ESR -1917 Nateal 2 Nea ACI 318-11 Table D.4.1.1 Variables n A.,N [in .2] feta [psi] 1 0.24 106000 Calculations Nsa [lb] 25120 Results Nsa [lb] steel Nsa [lb] Nea [lb] 25120 0.750 18840 528 Input data and results must be checked for agreement with the existing conditions and for plausibilityl Page 23PROFISAnchor (c ) 200&2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 www.hilti.us Profis Anchor 2.4.9 Company: Page: 3 Specifier: Project: General Calc Address: Sub-Project I Pos. No.: Phone I Fax: i Date: 10/15/2014 E-Mail: 3.2 Concrete Breakout Strength ANc NO — tyed,N wc,N Ycp,N Nb ACI 318-11 Eq. (D-3) " ANco) m Ncb z Nus ACI 318-11 Table D.4.1.1 ANc see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANcp = 9 hef ACI 318-11 Eq. (C-5) Iyfec,N — 1 + eNl _< 1.0 ACI 318-11 Eq. (D-8) 3 hef/ Wed,N = 0.7 + 0.3 \ Oa-min) 151.01.5hef ACI 318-11 Eq. (D-10) Wcp.N = MAXrca_min 1.5hef\ 5 1.0 ACI 318-11 Eq. (D-12) cac cac Nb = kc %,a Ffc he' is ACI 318-11 Eq. (D-6) Variables hef [in] L'c1,N [in.] ec2,N [in.] ca,min [in] wc,N 3.750 0.000 0.000 6.000 1.000 cac (In.] kc a f [psi] 10.000 17 1.000 3000 Calculations ANc [in .2] ANcO [in.2] Wec1,N wec2,N lhed,N Wcp.N Nb [lb] 126.56 126.56 1.000 1.000 1.000 1.000 6762 Results Ncb [lb] concrete seismic ymonductile NO [lb] Nua [lb] 6762 0.650 0.750 1.000 3296 528 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of HOO AG, Schaan Page 24 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: a 4 Shear load Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.9 4 General Calc 10/15/2014 Load Vua [lb] Capacity 4Vn [lb] Utilization 8v = Vua/+Vn Status Steel Strength' 56 7634 1 OK Steel failure (with lever arm)` N/A N/A N/A N/A Pryout Strength" 56 9466 1 OK Concrete edge failure in direction x+" 56 2565 3 OK anchor having the highest loading "anchor group (relevant anchors) wed,N = 0.7 + 0.3 (Ca=min) c 1.01.5het ACI 318-11 Eq. (D-10) 4.1 Steel Strength ACI 318-11 Eq. (D-12) cac cac VSa,eq = ESR value refer to ICC -ES ESR -1917 Nb = kc J.a heir ACI 318-11 Eq. (D-6) . Vsteel Z Vua ACI 318-11 Table D.4.1.1 0.700 kcp hef [in.] ec,.N [In.] Variables 2 3.750 0.000 0.000 6.000 n Ase,y [in.'] feta [psi] 1 0.24 106000 Calculations Vsa.eg [lb] 11745 Results Vsa,eg [Ib] +steel Vsa [lb] Vua [lb] 11745 0.650 7634 56 4.2 Pryout Strength V., - kcp L\ANco/ Yed,N Wc,N ycp,N Nb] ACI 318-11 Eq. (D-40) Vcp t Vua ACI 318-11 Table D.4.1.1 ANC see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) 126.56 ANco =9h e} ACI 318-11 Eq. (D-5) 1 1.000 6762 wec,N = (1 + 2 eN l 51.0 ACI 318-11 Eq. (D-8) 3 hef / wed,N = 0.7 + 0.3 (Ca=min) c 1.01.5het ACI 318-11 Eq. (D-10) wcp.N = MAX(Oa_mto 1,5hef` c 1.0 ACI 318-11 Eq. (D-12) cac cac nondudMe Nb = kc J.a heir ACI 318-11 Eq. (D-6) . Variables 0.700 kcp hef [in.] ec,.N [In.] ec2.N [in.] ca.min [in.] 2 3.750 0.000 0.000 6.000 wc.N cac [In.] kc - ka f [psi] 1.000 10.000 17 1.000 3000 Calculations ANc [In Z[ ANco [in.1 Wec,,N: 4/ec2,N wed N wcp N Nb [lb] 126.56 126.56 1.000 1.000 1.000 1.000 6762 Results V, [lb] mncrete seismlc nondudMe Vcp [lb] Vua [lb] 13523 0.700 1.000 1.000 9466 56 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor ( c ) 20032009 HIM AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan _ _ Page 25 4 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 4.3 Concrete edge failure in direction x+ AvclVct — \Avco/ wed,V Wc,V Wh,V wparallel,V Vb Vcb a Vua Avc see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 cal 1 ytec,v - 1 + 2ev 5 1.0 3Cat tyed.v = 0.7 + 0.3(1 .SCa, / 1.0 1.5Cat 2 1.0Wh.v - h a 0.2 r Vb = (7 d e VTC Ca 5 ACI 318-11 Eq. (D-30) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-32) ACI 318-11 Eq. (D-36) ACI 318-11 Eq. (D-38) ACI 318-11 Eq. (D-39) ACI 318-11 Eq. (D-33) Page: Project: Sub -Project I Pos. No.: Date: Variables ca, [in.]' Ca2 [in.] ecv [in.] Wc,y he [in.] - 4.000 6.000 0.000 1.000 6.000 la [In.] ka da [In.] fc [psi] - Wparallel,V 3.750 1.000 0.750 3000 1.000 1 11!m Profis Anchor 2.4.9 5 General Calc Calculations Avc [in .2) Avco [in .2] Wec,y Wed,v Wh,v Vb [lb] 72.00 • 72.00 1.000 1.000 1.000 3665 Results Vcb [lb] concrete seismic ' nonductile Vcb [lb) Vua [1131 3665 0.700 1.000 1.000 2565 56 5 Combined tension and shear loads . . 10/15/2014 PN pv Utilization pN.v [%] Status 0.160 0.022 5/3 5 OK ONV = 0L + PV 1 6 Warnings Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Refer to the manufacturer's product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-11 Appendix D, Part D.3.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Part D.3.3.4.3 (b), Part D.3.3.4.3 (c), or Part D.3.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Part D.3.3.5.3 (a), Part D.3.3.5.3 (b), or Part D.3.3.5.3 (c). Part D.3.3.4.3 (b) / part D.3.3.5.3 (a) requires that the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Part D.3.3.4.3 (c) / part D.3.3.5.3 (b) waives the ductility requirements and requires that the anchors shall be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Part D.3.3.4.3 (d) / part D.3.3.5.3 (c) waives the ductility requirements and requires the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by 00. Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Input data and results must be checked for agreement with the existing conditions and for plausibilityl Page 26PROFISAnchor ( c ) 20032009 Hilt! AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan . 9