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B l . .,,#t .�. @,� 0 $rod b � 4. la ' C.;Ir �6 °a ° w� t J ��e� a r"�aae xsaa� iGiF�°on i.� } " `` LSANCA3119D ` `° rg e " Sir°r'rF - ^ Aga r` �"`° .... ....°. .. ,'Y cjbj f a t taz ATIL . : a P s.,- " .., u x c ks Agri & pp °'"� + "a r •vv r' .. .:.... ";".` '°`"' 4 3�i4 b V � ° cr ins Sg"�A NOT SITE NUMBER: N } „ - .' (rc�F"° `: �.,�.. ri„„ , Ni § a fM.,. s ''ES t'*��..3 � �aa �s �,� s� s�.ae..e � «,� �"�r""'� @ A �%> ��FBiabo f ,any &.w:r a 3; ,s.. E ..-,, @<m $ "a nit I ,... .x ~H.. , ....'.,- as ,d � � °�' $d a r _ NO A R N E R GRANDnw ogg ins a =fir ;P� ra �. ea>w lit Department ` s `� � a "t r � q ,..�. t� d a,€6.:;-S a �`..,�"k @;x3:u ... ..._ s�. _.,�,..._.. .,_. za. ., ,-x..4.,�.-�.u..t.i. d' e'� %' SITE NAMEN. Em _ .£ + y V Ca I! _x .._ �...> �' ..w.° �. r YEII E I # F SANTA A em , DRAWING INDEX REV. DIRECTIONS PROJECT INFORMATION t a _ LSANCA3119D-T01 TITLE SHEET 3 FROM AWS HEAD QUARTERS:k TAKE THE CA-91 EAST TO 1-5 SOUTH TO CA-55 SOUTH. EXIT EDINGER AVE. TURN LEFT E. EDINGER. SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF (4)., LSANCA3119D-001 SITE PLAN 3 ARRIVE 1420 E. EDINGER AVENUE, SANTA ANA, CA. INDOOR EQUIPMENT CABINETS, AT 1ST FLOOR (6) PANEL ANTENNAS, (2) PER SECTOR,A (3) SECTORS TOTAL, MOUNTED 0 ROOF LEVEL BEHIND PROPOSED RF APPROVED SCREEN LSANCA3119D-CO2 PARTIAL ROOF PLAN EQUIPMENT ROOM PLAN WALL, INCLUDE (1) GPS ANTENNA. _m' 'W-Pw & ANTENNA PLAN SITE ADDRESS: 1420 E. EDINGER AVENUE'` N' °� SANTA ANA, CA 92705 81 LSANCA3119D-0O3 NORTH & EAST ELEVATIONS 3 PROPERTY OWNER: SANDRA CHANDLER dB- 67 LSANCA3119D-004 SOUTH &WEST ELEVATIONS 3 MRAF BAY PARK CT VICINITY MAP CONTACT PERSON: CLAUDIA COCKRUM LSANCA3119D-005 CONSTRUCTION NOTES 3 (949) 689-3709 JUN 4 200 u APPLICANT: AT&T WIRELESS SERVICES CitY of Santa Ana LSANCA3119D-006 CONSTRUCTION DETAILS 3 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 LSANCA3119D-007 CONSTRUCTION DETAILS 3 ASSESSOR'S PARCEL NO: 403-111-07 PURPOSED USE: TELECOMMUNICATIONS FACILITY LSANCA3119D-S01 STRUCTURAL ROOF PLAN AND N S 3 `� IT LATITUDE : 33.72605 CURRENT ZONING: M-1 � z w o LSANCA3119D-SO2 SCREEN DETAILS 3 I- Q 4 zLONGITUDE : 117.85142 ELECTRIC COMPANY: SCE ..Crt LAT/LONG TYPE: NAD 83 CONTACT: JERRY CHAMBERLAIN LSANCA3119D-E01 ELECTRICAL SITE PLAN 3 Vi � ELEVATION NAVD 83 : ±111' AMSL PHONE: (909) 307-6731 a ( } E. ORCH RD TELEPHONE COMPANY: SBC AVE. J JURISDICTION: CITY OF SANTA ANA CONTACT: CHUCK FREEMAN LSANCA3119D-E02 POWER/ TELCO SINGLE LINE DI M & DETAILS 3 PHONE: (714) 666-578 E. BORCHARD CURRENT USE: OFFICE BUILDING AVE. Rev, 5 w �a LSANCA3119D-E03 MISCELLANEOUS DETAILS 2 PROPOSED aCCUPANCY: S2�� a E. EDINGER AVE. LSANCA3119D-E04 LIGHTING PLAN & DETAILS 3 LSANCA3119D-E05 ANTENNA SCHEMATIC & RF SYSTEM SCHEDULE 3 E. POMO A SITE QUALIFICATION PARTICIPANTS ESANCA3119D-E06 PANEL "A" LOAD SCHEDULE 3 E. POMONA ST. LSANCA3119D-E07 MISCELLANEOUS DETAILS 3 E. OCC1 ENT L z PROJECT NAME COMPANY NUMBER LSANCA3119D-E08 ELECTRICAL NOTES, SYMBOLS &ABBREVIATIONS 3 s T. n LCJ �ATI C� T� A/E JULIUS SANTIAGQ VELOCITEL, INC. (949) $09-4999 EXT. 2721 -� - LSANCA3119D-E09 BATTERIES &ELECTROLYTES SCHEMATIC 1Q 3 E. ST SAC JACQUELYN MURRAY VELOCITEL INC. (949) 689-0423 AND W PL RF RQHIT CHAUDHRY BECHTEL (310) 630-7547 LSANCA3119D-M01 MECHANICAL ROOF PLAN & DETAILS 3 E LENWOOD PL CONST. DON MURRAY VELOCITEL INC. (949) 689-3942 LSANCA3119D-M02 MECHANICAL EQUIPMENT SCHEDULE, LEGEND & 3 LANDLORD BILL WALSWORTH N/A (714) 954-1900 ABBREVIATION AND DETAILS ZONING CLAUDIA COCKRUM VELOCITEL INC. (949) 689-3709 THOMAS GUIDE PAGE 929 GRID H6 NORTH e • a 4 06/22/05 ISSUE FOR CONSTRUCIIQN/PERmrr/ELECTRICAL REVISION AM JS JA QCESStOJy 05/16/05 ISSUE FOR CONSTRUCTION/PERMIT/RE-DESIGN AM JS JAOtWpy Vel o*ciTelTm E. WARNER & GRAND 2 z jz2 j05 BP CORRECTIONS AM JS JA B cc M TITLE SHEET IT N. L A AT E a SITE O S NCA3119D 1 1/14j05 BP CORRECTIONS JMG JS JA ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 1420 E. EDINGER AVENUE - 0 112/06/041 ISSUED FOR CONSTRUCTION % PERMIT JMG JS JA iRVINE,CA92614 MAI SANTA ANA, CA 92705 ' OFGA=PROJECT NO. DRAWING NUMBER REV. (949} 809-4999 MAIN AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP D (949) -3919 FAX 12900 PARK PLAZA DRIVE www.vetooitet.net CERRITOS, CA 90703 SCALE: AS SHOWN DESIGNED: JS DRAWN: JMG 24$97-511 A—LSANCA3119D—T01 3 u 7 E s m 0 1: Coll 0 .N E Q. c 3 0 3 E c 0 c =o w rn 0 0 0 0 L CL 4 E c E 0 0 :c a a 0 z 3 c as (D 2 fm m r_ 0 m �a c c 0 I 0 a 0 U 4) m 4° 4 0 0 3 c a� 0 0 Ck s v� rn rn 4 Q a O ©. NEW (2) AWS ANTENNAS I { TYPICAL (2) PER SECTOR ANTENNA Nj j MOUNTED INSIDE OF COLUMN W/ ONLY 00 RF APPROVED SCREEN PANEL. 3 I 4 L - co7 i NEW (2) AWS ANTENNAS //00 TYPICAL (2) PER SECTOR I� A MOUNTED INSIDE OF COLUMN W/ j ! NOTE: ©4 ,A RF APPROVED SCREEN PANEL. FOR CEILING LIGHT FIXTURE MUST T' NEW AWS SEE ANTENNA CONFIGURATION PLAN �--- CABLE .-- -- ! � A A A ------ -r1�.. TRAY I { SUSPENDED i 1'-0" BE ADDED ON HOUSE ANTENNA MOUNTED R :NEW AWS PARAPET ! i 00 A/C UNIT SEE i POWER 10OW OR 3 RE - DESIGN ON ROOF PENETRATION FOR t { MECHANICAL © i i HIGHER NLY LEVEL COAXIAL CABLE. i o SHT. M01. FOR i ! _ i LIGHTING SEE d- i I EXISTING CONC. =A 3 C06 I LIGHT PLAN I ! TILT -UP WALL c06 p { 00 SHT. E04 IL I EXISTING 3 WIDE i { ACCESS DOOR TO i I I N ! REMAIN I I SCHLAGE B-660 { I (_ DEADBOLT MUST BE ! ! _ - ADDED SECTOR » „ I NEW AWS COAX 7 00p Az�U7N NEW AWS + i CABLE TRAY ON DROP 1 2 6 ! ! NON -PENETRATING CEILING ��O�5i PVC SLEEPERS TYP. 00 II 3 NEW AWS FRP. TRASPARENT � i cos 3'-9" 4'-3" 4'--0' SCREEEN WALL PAINTED & 1 EXISTING WALL TO { 12I-0„ TEXTURE TO MATCH (E) 501 — a -- a v — d -- a REMAIN I BUILDING I SCREEN WALL NEW (2) AWS ANTENNAS NEW AWSK_1I TYPICAL (2) PER SECTOR 2 CABLE j { NEW (2) AWS ANTENNAS .� ROOF LEVEL BEHIND NEW c06 w LATTER C07 I { TYPICAL (2) PER SECTOR (E) PARAPET ��'`�� P�' RF APPROVED SCREEN 0 n I MOUNTED INSIDE OF COLUMN Wf WALL �yo WALL. U- Q I ! RF APPROVED SCREEN PANEL. `1C3 � ,�, i I SEE ANTENNA CUNFIGURATION PLAN N z � w {j p.�-� x z w I i -NEW AWS CABLE ENTRY DOG HOUSE cO6 r 1= v {I `x o I NEW LOCATION OF AIR HANDLER G r'� �-- I UNIT 1 VERIFY LOCATION. SEE ANTENNA ..� ,� CD .� ! I ( ) RE DESIGN 3 -8 1 1 -0 y -8 4 -10 I I MECHANICAL SHT. M01 41 ONLY w 8 I r- 9 ----- _ NEW (4) AWS INDOOR I q EQUIPMENT CABINETS ON CONC. SLAB 00 CDC06 -.. _.,._�.__...�.__..__... ......._ ,- _------ - - - - - --------------------------_ _--- �-- X/ 44 11 NEW AWS CABLE ! CHASE TO BE a 5 MOUNTED ON I i NEW TELCO BOARD _ ANTENNA C07 CEILING I RE -DESIGN o ATTACHED TO i v —v —v— —v a— v it ONLY I EXISTING WAL 6 I I II i C06 _ NEW (2) AWS ANTENNAS { ! 4 TYPICAL (2) PER SECTOR j C07 MOUNTED INSIDE OF COLUMN W/ ! I S`0, ,A}, RF APPROVED SCREEN PANEL. 00- 1'-10" 9'-7" A4MTH ,�1 NEW AWS PARAPET I i NEW COAX CABLE cos PENETRATION FOR I t11'-7" C07 RUN INSIDE BUILDING v COAXIAL CABLE. i LEASE AREA EXISTING STACKED UTILITY ROOMS. NEW AWS EQUIPMENT ROOM ON 1 ST { ELECTRICAL ROOM @ 1st FLOOR, FLOOR. SEE EQUIPMENT ROOM PLAN NEW ELECTRICAL P.O.C. TELCO ROOM 3 NEW AWS CABLE TRAY i 0 2nd FLOOR, TELCO P.O.C. SEE Cos MOUNTED ON ROOF LEVEL I i ELECTRICAL SITE PLAN SHT. E01 NEW (2) AWS ANTENNAS TYP. (2) PER I I SECTOR ROOF LEVEL BEHIND NEW RF ! I APPROVED SCREEN WALL. SEE ANTENNA I TRUE CONFIGURATION PLAN PLAN. NORTH TRUE 0 1 ' 4' 8' NORTH ANTENNA CONFIGURATION PLAN 0 1' 4' 8' GRAPHIC SCALE 0 10' 20' 40' EQUIPMENT ROOM PLAN r� ROOF PLAN SCALE: 3 f 8"=1 '-0" � SCALE: 3 8"=1 '-0" ry � GRAPHIC SCALE TRUE GRAPHIC SCALE / SCALE: 1 f 16"=1'-0" NORTH + TM -� 4 06/22/05 ISSUE FOR CONSTRUCTION/PERMIT/ELECTRICAL REVISION AM JS JA �� C.� I E. WARNER &GRAND 05/16j05 ISSUE FOR CONSTRUCTION/PERMIT/RE—DESIGN AM JS JA � � �f®ROOF PLAN, EQUIPMENT RC�CJM SITE NO. LSANCA3119D AT &T 2/22j°5 BP CORRECTIONS AM JS JA ~� ARCHITECTURE AND ENGINEERING DIVISION a' 1 1/14/05 BP CORRECTIONS JMG JS JA ++. Na.O 18071 FITCH AVENUE, SUITE 200 0 12/06/04 ISSUED FOR CONSTRUCTION j PERMIT JMG JS JA ' 1420 E. EDINGER AVENUE4 F. IRVINE, CA 92814 �.` (949) 809-4999 MAIN SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP'D '�r�, Ctyly, ��" PROJ Q• R� (949) 553-3919 FAX www.velocitel.net 12900 PARK PLAZA DRIVE dpCA��® CERRITOS, CA 90703 CALE: AS SHOWN DESIGNED: JS DRAWN: JMG 48 — 1 1 — 19D CO2 3 1 i I i i I i NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR. MOUNTED BEHIND NEW FRP SCREEN WALL SEE CONFIGURATION PLAN SHT. CO2 PROPOSED AWS EQUIPMENT ROOM TOP OF UPPER PARAPET ON 1st FLOOR. SEE EQUIPMENT & SCREEN WALL ROOM PLAN SHT. CO2 ELEV. 27'-6" AGL. 1 � r L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _..------------ — — — --------------- TOP OF LOWER PARAPET �{ 1 ANTENNA _ — ELEV. 23'-0„ AGL. " CENTER OF ANTENNAS RE—DESIG 3 ONLY ELEV. 19'-0" AGL SECOND FLOOR ELEV. 11'-0" AGL. FINISH GRADE ELEV. 0'-0" Ref. EXISTING CONC. TILT —UP W/—/ STUCCO EXTERIOR NORTH ELEVATION 1 SCALE. 1 �4 NEW (2) AWS ANTENNAS NEW (2) AWS ANTENNAS TYPICAL MOUNTED BEHIND NEW FRP (2) PER SECTOR. MOUNTED BEHIND SCREEN WALL. SEE ANTENNA NEW FRP SCREEN WALL SEE CONFIGURATION PLAN SHT. CO2 CONFIGURATION PLAN SHT. CO2 TOP OF UPPER PARAPET PROPOSED AWS EQUIPMENT ROOM & SCREEN WALL ON 1st FLOOR. SEE EQUIPMENT ELEV. 27'--6" AGL. ROOM PLAN SHT. CO2 CENTER OF ANTENNAS „ -- -- � ELEV. 25 —4 AGL. -III 1 -------------------------dk � TOP OF LOWER PARAPET -------------------------------_._ ELEV. 23'-0„ AGL. .. CENTER OF ANTENNAS ELEV. 1--AGL. , „ � E—DESIGN 3 ; 9 —0 OL SECOND FLOOR ELEV. 11'-0" AGL. FINISH GRADE ELEV. 0'-0" Ref. EXISTING CONC. TILT —UP W/ STUCCO EXTERIOR EAST ELEVATION SCALE: 1 /8"=1'-0„ 2 y loll * --5. 4 06/22/05 ISSUE FOR CONSTRUCTION/PERMIT/ELECTRICAL REVISION AM JS JA of ESSe 05/16/05 ISSUE FOR CONSTRUCTION/PERMIT/RE—DESIGN AM JS JA Q� 4� Velo*ciTeIT" E. WARNER & GRAND I'"� AT&T 2 2/22/05 BP CORRECTIONS AM JS JA � � ����� NORTH & EAST E L TVAT 1 O N SITE NO. L ANCA3119D 1 1/14/05 BP CORRECTIONS JMG JS JA a u No.0 3 9 c m ARCHITECTURE AND ENGINEERING DIVISION , Exp 18071 FITCH AVENUE, SUITE 200 1420 E. EDI NGER AVENUES 0 12/06/04 ISSUED FOR CONSTRUCTION / PERMIT JMG JS JA IRVINE, CA 92614 I > �+N�,�°, (949) 809-4999 MAIN SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP'D �r�`OC'- FflP PROJECT NO. DRAWING NUMBER REV. (949) 553-3919 FAX 12900 PARK PLAZA DRIVE www.velocitel.net 2489 7-51 1 A— LSANCA31 19 D—CO3 3 CERRITOS, CA 90703 SCALE: AS SHOWN DESIGNED: JS DRAWN. JMG 7 mz 0 0 CID CL 4) E 1.0 m c to 0 Lo 0 E E z 0 0 "a th :E 0 vi 4 c 0 E 0 tm c 0 0 CL A- 0 402 ,a E 0 7 co co) O ru NEW (2) AWS ANTENNAS MOUNTED BEHIND NEW FRP SCREEN WALL. SEE ANTENNA NEW (2) AWS ANTENNAS CONFIGURATION PLAN SHT. CO2 MOUNTED BEHIND NEW FRP SCREEN WALL. SEE ANTENNA C TOP OF UPPER PARAPET CONFIGURATION PLAN SHT. CO2 & SCREEN WALL ELEV. 27'-6" AGL. CENTER OF ANTENNAS J­. ELEV. 25'-4" AGL. - - -------- L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NTENNA ELEV. 23'-0" AGL. RE —DESIGN ONLY SECOND FLOOR ELEV. 1 l'—O" AGL. NEW AWS EQUIPMENT ROOM ON 1st FLOOR. SEE EQUIPMENT ROOM PLAN SHT. CO2 FINISH GRADE ELEV. 0'-0" Ref. SOUTH ELEVATION SCALE: 1/8"=1'-0" NEW (2) AWS ANTENNAS TYPICAL (2) PER NEW (2) AWS ANTENNAS SECTOR. MOUNTED BEHIND NEW FRP APPROVED SCREEN ROOF TILES. SEE MOUNTED BEHIND NEW FRP ANTENNA CONFIGURATION PLAN SHT. CO2 SCREEN WALL. SEE ANTENNA CONFIGURATION PLAN SHT. CO2 PROPOSED AWS EQUIPMENT ROOM ON 1 st FLOOR. SEE TOP OF UPPER PARAPET EQUIPMENT ROOM PLAN SHT. & SCREEN WALL ANTENNA CO2 ELEV. 27'-6" AGL. RE —DESIGN CENTER OF ANTENNAS CENTER OF ANTENNAS ON I I — — — — — E—LE-V. 25'-4" AGL. ELEV. 19'-0" AGL. --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — - — — — TOP OF LOWER PARAPET ELEV. 23'-0" AGL. SECOND FLOOR ELEV. 1 l'—O" AGL. FINISH GRADE ELEV. 0'-0" Ref. WEST ELEVATION SCALE: 1/8"=1'-0" 4 06/22/05 ISSUE FOR CONSTRUCTION/PERMIT/ELECTRICAL REVISION AM JS JA ()f ESS e, Iwe 05/16/05 ISSUE FOR CONSTRUCTION/PERMIT/RE—DESIGN AM JS JA 0 Vel o9ciTeIT" E. WARNER & GRANDI r. BP CORRECTIONS AM JS JA 2 .2/22/05 t4o. 5 3 C:M SOUTH & WEST ELEVATIONS SITE NO. LSANCA3119D A-i&T w Epp. ARCHITECTURE AND ENGINEERING DIVISION 1 11/14/05 BP CORRECTIONS JMG JS JA tt I ----------- 18071 FITCH AVENUE, SUIT0 12/06/04 ISSUED FOR CONSTRUCTION PERMIT JMG JS JA E 200 1420 E. EDINGER AVENUE CN�V' IRVINE, CA 2614 (M) 809-49999 MIN SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APPD OF GpIv PROJECT NO. DRAWING NUMBER REV. (M) 553-3919 FAX 12900 PARK PLAZA DRIVE www.velocitel.net CERRITOS, CA 90703 24897-511 A—LSANCA3119D—004 3 1 1 1 �CALE: AS SHOWN DESIGNED: JS DRAWN: JMG a m L 0 a 6 c 0 L aD a c as w 0 s a 0 E L .° 0 c N L 0 ev 0 a .s� E c E ca 0 L a zm C6 c a� E 0 L L a� -a c c 0 L 0 0 v_ 0 a: m L a� c 0 E 0 Ci 0 N" Q ci c ca as 0 ar s d� a Ok O LIGHT FIXTURE THAN 56 POUND SCALE: N.T.S . • 00 Velo*ciTel' ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.veloeftel.net NEW 2'X4' SUSPENDED f �`� r SCALE: N.T.S LATERAL FORCE BRACING INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL LAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITION. NOTE: 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. - 12 G 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG RES TO AND HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD; THEREFORE, THE ABOV APPLICANT MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT LACK) ADDITIONAL STRUT LOAD CAN BE SUPORTED VERTICALLY AND LATERALLY BY THE SUSPENSION SYSTEM ELEMENTS SUCH AS MAIN RUNNERS, VERTICAL AND SPLAYED WIRED, ETC. NO. 12 GA. VERTICAL WIRE HANGER, TURN CEILING GRID LEVEL PRIOR TO SETTING TUBE. ;P. CLG. UNDERSIDE OF FLOOR OR D ROOF STRUCTURE ABOVE- SEE MAX. HEIGHT-\ SCHEDULE DRILL 5/32" HOLE AND - INSTALL 1 /8" BOLT AND LOCKING NUT. k CROSS - RUNNER LOT END OF s # FIT OVER EILING RUNNER r SCALE: N.T.S SLEEVE E. WARNER & GRAND SITE i LSANCA3119D # E. EDINGER AVENUE SANTA A ♦ CA 92705 l ri 1-1 1_T 12'-0" 2 OC Typ, SUSPENDED CEILING SYSTEM SEE CEILING PLAN. a r � ELECTRICAL METALIC TUBING (EMT) ONL SIZE (DIAMETER) L (MAX. HEIGHT) 1 /211 4'-0 so 3/4„ 51 -210 1 it 6'-6611 1 1 /4„ 8'-631 1 1 /2" 9'-10" 2" 12'-0" 1. AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF (4) OUTDOOR EQUIPMENT CABINETS, AT ROOF LEVEL, (2) PANEL ANTENNAS PER SECTOR, (3) SECTORS TOTAL, FLUSH MOUNTED BEHIND RF FRIENDLY SCREENING, PAINTED TO MATCH COLOR & TEXTURE OF EXISTING BUILDING, INCLUDE (1) GPS ANTENNA. 2. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 4• NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION NUMBER 24445-3PS-AOOZ-GO001, "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES", AND 24445-801-3PS-EGO-GO0001, "TECHNNCAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS,THE DRAWINGS, SHALL GOVERN. 7. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION REQUIRED FOR CONSTRUCTION. 9. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 10. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY BECHTEL OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 11. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 12. SUBCONTRACTOR SHALL CALL DIGALART FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. ALL SIGNS (WHEN REQUIRED) SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION 24445-801-3PS-AOOZ-00006. r a111­11111[il !� '&Emil 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREET(S), DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORK DAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BMPS WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET(S). A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET. 2. ALL ♦ OF i AND/OR r a •' THAT ARE r r TO BE LEFT FOR A PERIOD GREATERTHAN CALENDARSEVEN DAYS ARE BE # r r ALL REMOVABLE # a s i • DEVICES SHALLBE PLACE AT r OF EACH WORKING DAY DAY RAIN PROBABILITY FORECAST EXCEEDS!'. 3. A CONCRETE w WASHOUT SHALL PROVIDED ON a PROJECTS rs#r# THE CONSTRUCTION OF ANY # " IMPROVEMENTSWHICH ARE TO BE POURED IN PLACEON 4. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS. 5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT, ♦T WIRELESS SERVICES 900 PARK PLAZA DRIVE CERRITOS,90703 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4• IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5• THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 6• NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, 7• THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 9. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE, DOCUMENT NUMBER 24445-801-3PS-AOOZ-00006. Ell"111111 r i 1. ALL STRUCTURAL STEEL WORK SHALL BE DESIGNED, FABRICATED AND ERECTED TO AISC SPECIFICATIONS AND STANDARD PRACTICES FOR BUILDINGS. 2. STRUCTURAL STEEL PLATES AND SHAPES CONFORM TO ASTM A 36. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A-53 GRADE "B." STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A-501. 3, ALL STRUCTURAL STEEL, UTILITY RACK STEEL & HANDRAILS SHALL BE HOT DIPPED GALVANIZED 4. A LICENSED FABRICATOR APPROVED BY THE BUILDING DEPARTMENT SHALL FURNISH SHOP DRAWINGS FOR APPROVAL BY ENGINEER PRIOR TO FABRICATION OF STRUCTURAL STEEL MEMBERS. HOLES FOR BOLTS AND/OR RIVETS SHALL NOT BE CUT WITH A TORCH, 5. BOLT HOLES FOR STEEL CONNECTIONS SHALL BE 1/16" LARGER IN DIAMETER THAN THE NOMINAL BOLTS FOR COLUMN BASE PLATES A FOUNDATIONS MAY BE 3/16" MAXIMUM LARGER IN DIAMETER THAN THE ANCHOR BOLTS. 6. ALL CONNECTIONS NOT DETAILED OPLANS SHALL BE DETAILED FABRICATOR ♦ r SHOP DRAWINGS SHALLBE i r FOR APPROVAL ENGINEER. 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A307 :# r AND SHALL HAVE , MINIMUM OF # BOLTS U.N.O. NON-STRUCTURAL CONNECTIONS #r HANDRAIL,'ir • AND STEEL GRATING 8. MAY U GLAVANIZED ASTM A307 BOLTS U. N. 0. 4« 1 12/14/04 CLIENT COMMENTS JMG I JS JA 0 12/06/04 ISSUED FOR CONSTRUCTION / PERMIT JMG JS JA A 11 /04/04 'ISSUED FOR REVIEW & COMMENTS' RA JS JA 10. DATE REVISIONS BY CHK APP'D �CALE: AS SHOWN DESIGNED: JS DRAWN: JMG Q40FESS/ a No. C61054 � -31-06 0p C 10 1 re-m z [0) 1 PROJECT 1 DRAWING NUMBER 1111 I as 0 as IL .Q E a� E 0 0 ;c 0 L Ri c� 0. z _ 0 2 as m _ m _ 0 cz L 0 v cu m ,0 v 0) v N c d 0 0 0 m Q _ NOTES: 1. WHEN CABLE TRAY COVERS ARE SPECIFIED, THEY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION PROCEDURES AND INSTRUCTIONS FOR 'HIGH WIND CONDITIONS'. THIS INCLUDES CONNECTOR NEW CABLE ENTRY TYPE AND SPACINGS. "DOGHOUSE" ASSEMBLY 2. CABLE TRAY SIZE TO BE FIELD VERIFY � NEW MICROFLECT B1118 NEW 4x8 CURB SET IN FULL CABLE ENTRY BED OF MASTIC CABLE TRAY 9" RUNGS, 4" NEW EQUIPMENT CABINET BACKER ROD &SEALANT (TYP.) NEW MTS ROOF TOP LOADING DEPTH, SUPPORT CABLE ENTRY CABLES WITH TIE —WRAPS FIBER CANT STRIP, TYP. "DOGHOUSE" (MT-365) EVERY 6 FT. 26 GA. G.I. BASE FLASHING NEW COAXIAL CABLE HOLD DOWN CLAMP FASTENED TO 4"X4" WITH INSTALL 'HILTI—KWIK BOLT II EXTEND 8" MIN. BEYOND CURB PER PLAN (TYP.) T.O. CONC. „ „ 3/8 X 2 1 /2 LONG LAG MOUNTING 1 /2 0 X 3 1 /2 EMBEDMENT OVER EXISTING BUILT—UP ROOF SET IN FULL BED OF BITUMEN SCREWS. SURFACE ICBO #4627, COLA #24946' Z-1 /4"X3" LAG BOLT, BUILT UP ROOFING OVER BASE PLACE CABINTET ON 1 /4 '" TYP. OF (2) PER FLASHING (2 LAYERS MIN.) ' �`` Q `THK. PROVIDED RUBBER ANGLE EXTEND 18" MIN. BEYOND CURBj" a n BOLT —HOLE TEMPLATE 3X3X3/16X12" LONG EXISTING ROOF ASSEMBLY (WOOD - a �; a �,�, TYP. ALL 4 SIDES OR CONCRETE) a G " 4 WIDTH SEE 4" X 4" X 18" PVC CABLE TRAY ANCHORAGE: AT CONCRETE USE 3/8" SCHEDULE SLEEPER. INSTALL THREADED ROD W/HILTI HY-150 @ MIN. 1-3/4" NEW ROOF EVERY 6'-0" WHEN EMBED. (ICBO 5193); AT WOOD USE 3 f 8„X3„ PENETRATION SAW CUT OR CORE DRILL AS � MOUNT ON ROOF Wf LAG BOLTS MASTIC ADHESIVE NECESSARY CABLE TRAY SCHEDULE BLK'G/FRAMING MEMBER 0 WOOD EXISTING ROOF ASSEMBLY FRAMING DETAIL "A" B.O. CONC. SLAB DOGHOUSE DETAIL CABLE TRAY CONCRETE FASTENING DETAIL SCALE: N.T.S SCALE: 1 /4"=1'-0" SCALE: 1 "-1'-0" 1 FRP SCREENING NSTALL A 4" WAVEGUIDE BOOT ASSEMBLY NEW TU4X4 AA AT OPENINGS USED FOR COMMUNICATION CABLES AND A SEALING CAP AT SPARE �—---------------. OPENINGS 4X4X3/8" IR \ PARAPET WALL 4" WAVEGUIDE ENTRY (B1118 BY _ I MICROFLECT) OVER 5/8" TYPE GYPSUM BOARD DOWN TILT BRACKET BY ANTENNA MFR. ,-- , ------ i F_ — I 4" WAVEGUIDE ENTRY ° ° ° 15 H. x 20 X" W. OPENING IN B1118 BY MICROFLECT () E WALL AND STEEL PLATE 1 4 I f FRP SCREEING NEW ANTENNA I I OVER 5/8" TYPE "X" INTERIOR GYPSUM BOARD 2x4 METAL STUD FRAMING AROUND OPENING IN WALLo 2" ANTENNA PIPE COAX CABLES B INSTALL A 4" WAVEGUIDE BOOT 21--1 1/2", OTHERS ASSEMBLY AT OPENINGS USED FOR 1,-3„ COMMUNICATION CABLES AND A — SEALING CAP AT SPARE OPENINGS :'•.• �.< I E I USE HILTI FIRESTOP W/ STAINLESS STEEL CLAMPS �f ' Y2 EXPANSION ° : COMPOUND #FS 635 FOR �----- ' r ANCHORS TO THRU WALL 4" WAVEGUIDE ENTRY (81118 BY (N N " ' a WALL PENETRATION. COLA MICROFLECT) OVER 20 GA. ° �' 2"0 PIPE R.R. NO. 25188 — GALVANIZED STEEL PLATE AA a) a EMBEDDED IN SILICONE SEALANT --ell, oI i j 04 E i ANCHOR ATTACHMEN 3 15 %" H. x 20 6" W. OPENING IN ° 16 NEW WALL AND STEEL PLATE Q SILICONE WEATHER SEAL BETWEEN EXTERIOR 4"x7"xY4" PL. w f Y2"O U—BOLT WAVEGUIDE ENTRY AND WALL WAVEGUIDE THROUGH WALL AA ANTENNA PIPE MOUNT L3X3X1 /4X CROSS SUPPORT W/ 5/8"0 M.B. @ HANGER BOTH SIDES T&B DETAIL. AAIN WAVEGUIDE ENTRY PORT ANTENNA DETAIL 2, 2 SCALE: N.T.S SCALE: N.T.S NG Vel o*ciTe1*"' E. WARNER & GRAND 1 12j14j04 CLIENT COMMENTS JMG JS JA�f`cr�`, CONSTRUCTION DETAILS AT&T 0 No. C61054 m I SITE NO. LSANCA3119�D O 12 j06 j04 ISSUED FOR CONSTRUCTION j PERMIT JMG JS JA u, m i ARCHITECTURE AND ENGINEERING DIVISION 1-06 J 18071 FITCHAVENUE, SUITE 200� 1420 E. EDINGER AVENUE A 11 j04j04 'ISSUED FOR REVIEW & COMMENTS' RA JS JA IRVINE, CA92614T Vk� Q\ (949) 809-4999 MAIN SAN TA AN A, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP D �OF C gL1FC PROJECT NO. DRAWING NUMBER REV. (949)553-3919 FAX www.velocftel.net 12CER PARK PLAZA DRIVE 24897-511 A—LSANCA3119D—006 1 CERRITOS, CA 90703 CALF: AS SHOWN DESIGNED: JS DRAWN: JMG s a� m 0 0 c 0 W CL 402 3 a� 3 a c c a� 0 0 0 •a 0 ,s LL.4 0 .0 t E c a� E 0 0 •c 0 0 z 3 3 c m CA 0 c ca as •a c c 0 2. a L. 0 v s m ,a •o c a� 0 0 0 C vs rn 0 psi LUG BOLT THROUGH (2) TWO HOLE LUG, W/ STAR WASHERS. REMOVE .­'' PAINT AT ALL CONNECTIONS, TYP. • ~` NOTE: � .'� ~ . CONNECTION TO (E) CEILING SEE CABLE LADDER NOTES FOR % CABLE LADDER re ADDITIONAL INFORMATION. 2X6 CHASE 1 FRAM'G 707 CABLE LADDER TO MASTER ---•- GROUND BAR • . GB#1 ALIGNMENT SLEEVE GROUND BONDSTRAP #6 STRANDED (GREEN) iv "C" CLAMP 1 ALIGNMENT CONNECTION TO COAXIAL SLEEVE �" • • ''r WALL 2"x6"x24" • ! '' BATTEN BOARD o a 1 /2" PLY6 1D/2" 1. ALL CUT ENDS OF CABLE LADDER TO BE FILED SMOOTH & PAINTED ° W/ MATCHING COLOR. "C" CLAMP 2. BOTTOM OF CABLE LADDER TO BE 7'-6" ABOVE FINISH FLOOR, SUPPORT UNLESS NOTED OTHERWISE. AND BRACKET {E} RF BM. 3. CORNER BRACKETS TO BE ON THE INSIDE, UNLESS LADDER RUNGS INTERFERE THEN CORNER BRACKETS MAY BE ON THE OUTSIDE. o o 1 4. CABLE LADDER RUNGS TO BE ON TOP OF HORIZONTAL LADDER & ' AWAY FROM WALL ON VERTICAL LADDERS. 2 GROUND BOUNDSTRAP • , 5. NUTS TO BE ON BOTTOM OF ASSEMBLY, OR TOWARDS WALL. 6. 5/8" THREADED RODS, SUPPORTING CABLE LADDER, SPACED 6'-0 yoo 3 {ONE SIDE ONLY) GROUND FEET APART. BONDSTRAP #6 7. AFTER FINAL LEVELING OF CABLE LADDER CUT ROD SO THAT 1 /2" STRANDED {GREEN} OF THE THREADS ARE EXPOSED BELOW THE NUT. CAP W/ SAUNDERS BROS. PN SB 300—D. PLAN AT "T" JUNCTION PLAN AT TYPICAL. RUN PLAN AT WALL,% CONNECTION 8. ANCHOR ALL ENDS OF CABLE LADDER TO WALL. MASTER 9. ALL LADDER TYPE CABLE TRAY SHALL BE U.L. LABLED & RATED. GROUND ANTENNA 10. BOND CABLE TRAY TO MASTER GROUND BAR. BAR GB#1 RE—D SIGN ONLY 2 1 ��� �3/8"0 LAG 1100, ' SCREW COAXIAL CHASE AT CEILING UNISTRUT CONN, DETAIL CABLE LADDER DETAIL SCALE: NONE SCALE: NONE ` 1 SCALE: NONE REMOVE (E) 4X4 POST & REPLACE W/ (2) (N) ST6236 EQ. 3 1 /2" SQ.X1 /4 FRP LAPS B. SIDES POST' NOTE: A A 1. INSTALL UNISTRUT AS REQUIRED OTHERWISE ATTACH DIRECTLY TO CEILING. ANCHOR W/ 1 /4"x3" LAG BOLT @ EQUAL SPACING KING STUD 2. SEE CABLE LADDER NOTES FOR ADDITIONAL (6'-0" O.C. MAX) FOR WOOD FRAME CONSTRUCTION �•,•....••'• •. INFORMATION. 3 OR 3/i4" THREADED ROD W/ HILTI HY150 W/ MIN. FRAM'G. _ 3 3/8 EMBEDMENT. (ICBO #5193) FOR CONCRETE L3X3X1 /4 CONSTRUCTION. ANGLE W/ o o c� o 5/8" 0 M.B. g CABLE LADDER WIDTH 12" MIN. TO FRAM'G. OR SPANNING JOIST —TO —JOIST AS REQ'D T.&B. f ( (E) 4X12 BM. (N) CC44 W/ (4) 5/8" 0 M.B. B --- UNISTRUT P1000T ANTENNA (E) 4X12 DROP 2--2X4 KING PER PLAN N 3 1 2" BM. TO REMAIN STUD FUR OUT SPRING NUT SQ. X1 /4" WALL FRAMG 5/8" 0 THREADED RODS (TYP.) I ' FRP POST "C" CLAMP (SAUNDERS _ El SYS. TO �%3 16 BROTHERS SB-157) SLOTTED 1 � HANGER CLIP (3 j16" HOT 5/8"0 MATCH (E} (N) FRP POST ROLLED HOLE) EQUAL SPACING U—BOLT 1 /4" FRP SHEET W/ LIQUID NAIL 2 1 /2" 0 GLUE TO FRP PIPE (E) FL. BM. BELOW POSTFULL CONTACT Q MOUNT 1 E2"0HFIBER BOLT 1. CABLE LADDER SEE BB 1OX4X3/8" PL W/ (2) 6X3 @ 48" O.C. PLAN FOR LOCATIONS 1/2X1/4 KNIFE PL W/ (2) 1 /2"OX6 LAG BOLT TO FL ANY PLYWOOD SIDE SHEAT'G SECTION "BB" AT "C" CLAMP A'T . BM. BELOW & (2) AND/ OR 2X FUR —OUT FRAM'G 5/8"OM.B. TOP FRP POST ATTACHING TO FRP POST W/ #12 SCREWS @ 6" O.C. Lv SECTION B-B SECTION A -A ANTENNA RE SECTION THRU DESIG— ONLY 3 ANTENNA WALL MOUNTING TYP. SCALE: NONE SCALE: N.T.S 4 * --- 4 06/22/05 ISSUE FOR CONSTRUCTION/PERMIT/ELECTRICAL REVISION AM JS JA QQp�rEw�%O�ygt e � � I � E. WARNER RAND 2 05/16/05 ISSUE FOR CONSTRUCTION/PERMIT/RE--DESIGN AM JS JA 2/22/05 BP CORRECTIONS AM JS JA CONSTRUCTION DETAILS SITE NO. L A A 11 D AT&T 11/14/05 BP CORRECTIONS JMG JS JA � "°, � �3 NC w EXP ARCHITECTURE AND ENGINEERING DIVISION 18071 FiTCN AVENUE, SUITE 200 1420 E. ED I LAGER AVENUE O 12/06/04 ISSUED FOR CONSTRUCTION / PERMIT JMG JS JA sT CNA- IRYINE, CA 92614 i' `�OQ, (949) 809-4999 MAIN SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP'D o ��`�" PROJECT NO. DRAWING NUMBER REV. (949) 553-3919 FAX www.veloc�tel.net 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 CALE: AS SHOWN DESIGNED: JS DRAWN: JMG 24897-51 1 A—LSANCA3119D—CO7 3 GENERAL STRUCTURAL NOTES: (E) CONIC. TILT —UP WALL 1. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE AND REPORT ANY ERRORS, OMISSIONS, OR POSSIBLE DISCREPANCIES BETWEEN - — — --- — — — — — — — — --- — — — — — --- — — — — — — -- — — — — — — — — — — — — — — — — — -- - — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — - FIELD CONDITIONS AND DRAWINGS TO THE ENGINEER PRIOR TO PROCEEDING WITH THE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - WORK. SPECIAL CARE SHALL BE GIVEN TO SITE AND BUILDING LAYOUT THEREON. 2. NOTESAND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 7 3 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE LATEST EDITION AND THE LOCAL BUILDING OFFICIAL 4, THE DESIGN,, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY 0 SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CON -TRACTOR AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. C14 5. THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE BRACES, AND CONNECTIONS (N) FRP PARAPET /1 4 U- TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL THE STRUCTURE ITSELF EXTENSION IS COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF. � x 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY (E) ROOF SHTG., & 04 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT RAFTERS TO BE REMOVED INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 3 TYP. (E) 2X6 DECKING APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,; AND THAT �3 3 PLCS. K9 & REPLACED BY (N) THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CLIENT AND THEARCHITECT/ FRP PANEL & RAFTERS ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION S2 NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING (BY OTHERS) FROM THE SOLE NEGLIGENCE OF CLIENT OR THE ARCHITECT/ENGINEER. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THEFINISHED STRUCTURE., THEY 00 NOT -INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY i I (E) 6X8 < STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 2 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING x UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. 3 cp I I 3 THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN I i S2 ?< CONJUNCTION WITH THE PROSECUTION OF THIS WORK. (o cl� 2ry 9. DESIGN LIVE LOADS: n� 00 (IE),l 6X8 CL -H WIND ZONE 70 MP.H. 00 00 SEISMIC ZONE 4 i i x It I X ROOF LIVE LOAD: SLOPED 20 P.S.F. WALKWAY FLOOR LIVE LOAD: 100 P.S.F. j i Ld z z Ld 00 x 10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR I i -'f f i i i i ~ `� u ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE, ! ► �-'' 1 I 1 I ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. U-i 11. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR — — — — — — — — — — — — — — — — — — — — - — — — — ----- — — — — — — WALLS `UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS: ETC., REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS, 12, ALL DETAIL CALLOUTS AS SHOWN ON THE DRAWINGS, SECTIONS AND ELEVATIONS SHALL ;APPLY TO ALL SIMILAR CONDITIONS WHETHER REFERENCED OR NOT. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS SHOWN OTHERWISE IN DRAWINGS. 13. NO CHANGES SHALL BE MADE TO THESE DRAWINGS WITHOUT THE EXPRESSED WRITTEN (E) 4X HDR. CONSENT OF THE STRUCTURAL ENGINEER. 0 1 4 8 ±16 EA. SIDE e WORK T b 14. THESE - PAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL CLR. TRUE DRAWINGS. GRAPHIC SCALE NORTH 15, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN: OWDRAWINGS. SEt; i %jR:S "A" & "B" ARTIAL ROOF 'RA MlN' PLA 16. THESE �NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS, SCALE: 3/8 17. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL,, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. 18. THE OWNER SHOULD EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE ±18 00 e STRUCTURAL DESIGN, OR ANOTHER ENGINEER OR ARCHITECT DESIGNATED W THE ENGINEER. OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM CLR. (E) 4X HDR.' STRUCTURAL OBSERVATION AS DEFINED N SECTION 220 OF THE UNIFORM BUILDING CODE. EA, SIDE OBSERVED DEFICIENCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. STRUCTURAL WOOD: - - - - - - --- - 7 7 1 - - - - - - - - - - - - - - - - - - - — — — — T_ 1. STRUCTURAL LUMBER SHALL BE GRADE MARKED :DOUGLAS FIR (D.F.) LARCH PER T-� STANDARD GRADING AND DRESSING RULES #16 OF WEST COAST LUMBER INSPECTION BUREAU. — — — — — -- —..""I____—L— — — — r x < 2. WOOD GRADES UNLESS OTHERWISE NOTED IN PLANS: JOISTS, PURLINS (2" To 4" WIDE, 6" AND DEEPER) GRADE #2 r3 BEAMS, PURLINS (4" WIDE & OVER) GRADE #1 (3 SUB' PURLINS (2" TO 4" WIDE, 4" DEEP) GRADE #2� x I I x I I �,, �2 (E):'6X8 I . — I ' I I I I w Sim. LEDGERS GRADE #2CD cocQ X1 I'__l x I I x I I r�; STUDS (20 OR 3x4) CONSTRUCTION GRADE. GRADE #2. 10 STUDS (2x6 AND LARGER) ry 00 x >< (o POSTS (ALL SIZES) GRADE #1 1 >< TS _j SILLS, PLATES AND BLOCKING CONSTRUCTION GRADE CLI I I I 00 -H LIJ u- L 3 CUTTING, NOTCHING OR DRILLING OF SAWN BEAMS OR JOISTS TO BE PERMITTED. ONLY AS DETAILED OR APPROVED BY THE ENGINEER. z 00 4, UNLESS, OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 23—I—Q (UBC CODE LATEST EDITION). (E) 6X8 5. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIA. LARGER THAN THE NORMAL BOLT DIAMETER. TS AND, SCREWS SHALL BE PREDRILLED TO SHANK DIAMETER AND FULL DEPTH 6. LAGBOL AND SCREWED (NOT DRIVEN) INTO PLACE. (E)� ROO SHTG, 9 7. FRAMING HARDWARE SPECIFIED TO BE MANUFACTURED BY "SIMPSON CO. % OF BREA, RAFTERS, 0 BE CALIFORNIA WITH NAIL SIZE AND NUMBER AS SPECIFIED IN THE SIMPSON CATALOG & REPLA D BY 2X ECKING LATEST EDITION, UNLESS OTHERWISE NOTED IN DRAWINGS. 0 l' 4 8 FRP PANE & RA E W (BY OTHER ccR. A R 0 N GRAPHIC 8 0 SCALE z G P'L�AN �TIAL INSTRUCTURAL ENGINEERS, INC. STRUCTUL NOTESE R� "C" PAR ROOF FR'qhAM 22421 GILBERTO, SUITE 8 - RANCHO SANTA MARGARITA, CA 92688 (94 9) 713-7824 FAX- (949) 766-1761 SCALE: 3/8"=1)-oll 00 Ess 7f=;;;l el'm E. WARNER & GRAND. STRUCTURA,L NOTES & PARTIAL -7 N SITE NO. LSANCA3119D' Q� &T ARCHITECTURE AND ENGINEERING DIVISIQN' ROOF FRAMING Pllq T RUE NORTH t Nocc- z Exp. 6/ 6 zo 18071, FITCH AVENUE SUITE 200 ISSUED FOR REVIEW COMMENTS RA JSJA , 1420 E. EDINGER AVENUE A 10/15/04 IRVINE, 002614 X 4A or PROJECT NO. DRAWING NUMBER REV. SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP' (949) 809-4996 MAIN (949) 5,53-3910 FAX www'velocitel.net 12900 PARK PLAZA DRIVE c JMG 2 A—LSANCA3119:D— Sl CERRITOS, CA 90703 SCALE. AS SHOWN is DRAWN. 4897-511 DESIGNED: A FEZ' IM ova or I Yin v- M0n0^CI7n AkITCkIklA PARTIAL ROOF FRAMING PLAN. SCALE: 3/4"=V-0" ±1 I — i stl FLQQH (E) CONCRETE TILT —UP WALL 1 6d 0 6 " O.C. <7 (N) 2X6 T. & G. DECK `RS (N) 6X8 GIRDER 0 531-612 O.C, W/ SIMPSON "HU681t- TO LEDGER E REMOVED • (N,) 3X8 LEDGER W/ 5/8"0 HI'LTI KWIK BOLT —II EXPANSION L4� ANCHORS 0 24" O.C. TO WALL -H SCALE: 1 1/2"=1'-0" (E) STUCCO (E) 21X6 STUD WALL (VERIFY) 16d 0 6 " O.C. (N) 2X6 T. & G. DECK (N) 6X8 GIRDER @ 5-6" O.C. W/ SIMPSON "HU68 TO LEDGER (N) 3X8 LEDGER W/ 2 —Y4 1p OX6" L.S. TO EA. STU D - - a "I I ................. .4 I I I ILW-. I SCALE: 1 1/2"=1'-0- Rp r°qN 6 Ao 710 (N) SIMPSON 4t$ N0. CLIP, -_EA. SIDE OF 14 RAFTER-TAJ,L W/ Y2 )t o M.B. TO"l-l-_--.l RAFTER TAIL & X"OX3'$ L I S. TO 3 (E) 6X8 RAFTER TAIL DBL. TOP PLATE TO REMAIN (E) 2X STUD WALL RAFTER TO WALL SCALE: 1 1/2"=1 '-0" (N) FRP PANEL BY OTHERS SIMPSON "A35F" 0 121, O.C. (N) 2X6 T. & DECK 0-1 A PER PLAN v E) 2X6 T. & G. )ECKING E) 6X8 RAFTER N) 2.X4 STUD iALL I f A (N) 6X8 F.J. Am— A R 0 STRUCTURAL ENGINEERS, INC. ATTIC GABLE END 22421 G118ERT0. SUITE 8 • RANC140 SANTA MARGARITA, CA 92688 3 ("9) FAX (90) 766-1761 SCALE: 1 1/2 =1 -0 VelociTel' E. WARNER & GRAND STRUCTURAL SECTION SITE NO. LSANCA3119D -ILS ARCHITECTURE AND ENGINEERING DhASION Up. 6 6 & DETA AT8 18071 FITCH AVENUE, SUITE200 A 10/15 04 'ISSUED FOR REVIEW & COMMENTS' RA JS JA 1420 E. EDINGER AVENUE * x IRVINE, CA 926.14 Lpe (949) 8094M MAIN SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP*D PROJECT NO. DRAWING NUMBER REV. (949) 553-3919 FAX 12900 PARK PLAZA DRIVE www,velockel.net CERRITOS, CA 90703 SCALE- AS SHOWN DESIGNED: JS DRAWN: JMG 24897 511 A-LSANCA3119D' S2 A RUV U 3 Z004 -31 i -, I 4"X44„ FRP TUBING 2 (2) _ 7„X4"XY4" PL SEATS. W / (2 --;/ 0 BOLTS. SA 2 I l 4 i 8"X4"XY2" BASE PL W f (2) Y2»0 EXPANSION l,g ANCHORS TO WALL. s f i 4 (E) CONCRETE TILT --UP s a WALL. _ Ct L4 X4 XY4 FRP BRACES .O AO CORNER SPANS ONLY. W/ 5 E ROOF FRAMING. Sr „ c ) , ---.,Y,,- p (1)--3f 4 O FIBER BOLT i .,. r' �l EA. END ., " " ,, TYP. FRAME- f G ;a � � � � � FRP L4 X4 XY4 BOT `' BM POST � 1 p�� _ 3Y2" r ANGLE ON PARAPET TOP '',� '..` CONK. _ p 2 TOP CORNER .0 EMBED. a y 4 PL Wf %"0 EXPANSION `�� �a� _,, � �'. __ BRACE, 4'_0" ._ -- - ANCHORS @ 16 O.C. TO © FROM CORNER WALL-- ENTIRE SCREEN WALL LENGTH. a 7 FRP L4»X4"XY4" Wf ~�� 5 1) --3`4" 0 B LOT TO EA (E) PARAPET WALL ` `1 SCREEN POST @ PARAPET WALL POST. • \ ' SECTION L4"X4"XY4" FRP ` x BOTTOM ANGLE �,, ~'�,, •` M 0 I 3 > 78 i 4 6 m X rr r rr 3 PER O i { W W 0 ,' � � h S 0 r r r r r ..,., PLAN asURAL Q NOTE: «° ALL HZ GIRTS & POSTS ARE FRP r TU4"X4"A4" TUBING U.N.O. a M UJI E - m - - ... ,i � ept n the job O W "w s' C I BS CT `° SCREEN POST @ PARAPET WALL �enr lion fromthe ELEVATION 4 ' i „i atjonfs SHALL NOT of any 41i POST EASE CONN. TYP. SCREEN ■ RAM1[�� 4€��s �€ � 17. a SCALE 1"=1 ' -- 0" 3 SCALE: 3 f 8"= T --0" z s . c NA w m2 (D4"X4" XY4" HZ GIRT TUBING. L6"X6"X%"X4" ANGLE SEAT Wf 2--/» L4»X4"X%. BRACE MEMBER c 1 " CARE PLATE FRP SCREEN FLAT TOP TUBING TO FIBER BOLTS & I� SHEET: Wf ;/s"0 FIBER BOLTS @ BE CONTINUOUS 6"X4"A4» WASHER -i4"0 M.B. 12" O.C. AT SUPPORTED EDGES. APPLY WATER PROOFING c AFTER INSTALLATION a ' _ —° •- 3 L4"X4" XY4" FRP ANGLE W f 3/8 0 ---- IET EXPANSION. ANCHORS 0 16 O.C. °o. t� TO TOP OF WALL. ________ ______� 0 • ii 3 � (E) CONCRETE TILT --UP WALL. 4"X4"XY4" FRP TUBING 't ,> TOP TS4 X4 402 �s • !l •- • _• q i I TOP BRACES CONK. 141 POST WHERE 4 TO :_ wligg .. _ 1_ _J OCCURS m FRP SCREEN E FRP PANEL. ELEVATION a © SCREEN SECTION v lu c l A R C� O N SCREEN SECTION I TYP. SCREEN FRAME CONNS STRUCTURAL. ENGINEERS, INC. :s > » 'T to > » 2 ..: 22421 OLSERTO, SUITE 8 • RANCHO SANTA MARGARITA, CA 82688 SCALE: 3/4, =1 4 fJ� (349) 713-7824 FAX: (949) 766-1761 SCALE: : 1 = 1 ! 0 N Ve.1 o"ciTel'm E. WARNER & GRAND SCREEN DETAILS SITE NO. L.SANCA3119D " ARCHITECTURE AND ENGINEERING DIVISION c i$071 FITCIIAVENl3E,suIlt?w 1420 E. EDINGER AVENUE A 10/15/04 'ISSUED FOR REVIEW & COMMENTS' RA JS `JA Exp. s/ Gs ' IRVINE,CA9261a (949) 809-4999 MAIN SANTA ANA, CA 92705 AT&T WIRELESS SERVICES NO. DATE REVISIONS BY CHK APP'D � �U�j��PROJECT N0. DRAWING NUMBER REV. 0 (9www553-3919 FAX 12900 PARK PLAZA DRIVE if or C a�ic0 CERRITOS., CA 90703 SCALE: AS SHOWN DESIGNED: JS DRAWN: JMG 24897--511 A--LSANCA31 19D--S3 A