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HomeMy WebLinkAbout10150485.pdf� • i APPROVED BY: INITIALS: DATE: LEASING: ZONING: R : SITE SPECIALIST: NETWORK OPERATIONS: OTHER: A F F fR 0V E 54NTAI CL RA — —I L VE E 5UFFALO W BUFF EUFFA Q a E 2N1 [ T E AVALON A tit tu pr Z } CATAL INA A 4 w Q ® 5 to W ui d E 2€6T ST 2 � 7 Z W 20T STZ � } E 20TH ST ZO ul E I9TH ST O I&TH IB W ISTH ITE ` Z W €6 H ST E I6 H S d csiil !{r RMA T }-Z 15i SO— E 15 H S +� Sr Q E Ix TH T z Z Z .UASt IING N 4V Z w IL WELLIN T V 4 U LIM ST U-- THE THOMAS GUIDE.: PAGE: 82-B , GRID. F-1 V I C I N I T''I`' GAF FROM THE SPRINT IRVINE OFFICE: GOING NORTHEAST ON VON KARMAN AVE. TOWARD MORSE AVE., TURN LEFT ONTO MAIN STREET, TURN RIGHT ONTO MACARTHUR BLVD., MERGE ONTO CA-55 NORTH TOWARD RIVERSIDE. MERGE ONTO 5 NORTH TOWARD LOS ANGELES, TAKE THE 11TH STREET EXIT. TURN LEFT ONTO E. €7TH STREET. TURN LEFT ONTO MAIN STREET. END AT 1622 N. MAIN STREET. 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 THE LATEST EDITIONS OF THE FOLLOWING CODES. 1. CALIFORNIA ADMINISTRATIVE CODE 5. ANSI/EIA-222-F LIFE SAFETY (INCL TITLES 24 4 25) CODE NFPA-101 2. 2001 CALIFORNIA BUILDING CODE WHICH 6. UNIFORM PLUMBING CODE ADOPTS THE II UBC, 2000 UMC, 2000 UPC AND THE 1999 NEC. 1 NATIONAL ELECTRIC CODE 3. BUILDING OFFICIALS AND CODE 8. LOCAL BUILDING CODE ADMINISTRATORS (BOCA) 9. CITY/COUNTY ORDINANCES 4. UNIFORM MECHANICAL CODE SANTA ANA, CA 92701 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 51 momik, SPRINT PCS 10200 VON KARM,AN AVENUE, SUITE 100 IRVINE, CA 92612 PROPERTY SPECIALIST: LINDA ARCS PHONE: (949) 623-53133 ALCOA WIRELESS SERVICES, INC. I67 TECHNOLOGY DRIVE IRVINE, CA 92618 SITE ACQUISITION - CONTACT: JON SILVA PHONE: (94(a) 265-4200 ZONING: CONTACT: JACK.IE LE PHONE: (949) 265-4279 PROPERTY TY INFORMATION; OWNER: CALIFORNIA PROPERTY INVESTMENTS, INC. ADDRESS: €200 NORTH MAIN STREET, SUITE 900 SANTA ANA, CA 92701 CONTACT: ROBERT CAMPFIELD PHONE: (114) 920-1721 AREA OF PROPERTY: 43,343 SQ. FT. = 0.995 ACRES AREA OF CONSTRUCTION: €68 SQ. FT. JURISDICTION: CITY OF SANTA ANA CURRENT ZONING: C-2 TYPE OF CONSTRUCTION.- NIA OCCUPANCY. N/A APN: 005 -15 -19 AND 20 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. FFROJECT SUI-11-im 1 i s t Lm , 'sip' fa` .x.�` �.✓ ram,, .. � �.. � sz � .N .. ' .s �, „ �, � ,, � ,a �,.� r>~� td � �,f�" dry r`34. ) 7 d-OR ;gg flv' 3 Im' nN a�s„?"w `„ a'v ,. ..nl F, rx �4 °F.„�thf, y�.� kdi�E thejob iI �' I Fa k sip-xa�is ».. sn€ Ti.,.a 3":..,.'.. ..,s i ¢ 'ga or from 1 bo, hod� F b t1olation of arty ��h A F' m 4 f i ^4 �u6a,�Ec�n°'d c. s"t., s >,r,a�wa „at.."..�.�€�..> �x :: am �,_, ,;,vies Accep',hodl By. THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT CABINETS FOR SPRINT'S WIRELESS TELECOMMUNICATIONS NETWORK. A TOTAL OF THREE ANTENNAS AND INDOOR EQUIPMENT CABINETS ARE PROPOSED AT THIS SITE. IF M ARCHITECT: NAME ALCOA WIRELESS SERVICES, INC. ADDRESS 167 TECHNOLOGY ]DRIVE CITY, STATE ZIP IRVINE, CA 92616 CONTACT: JONATHAN WERNER PRONE: (949) 265-4259 FAX: (206) 666-5285 C�4ANICAL ENGINEER: NAME RPM ENGINEERS, INC. ADDRESS 2452 DUPONT DRIVE CITY, STATE ,ZIP IRVINE, CA 92612 CONTACT: RAYMOND K. P14UA PHONE: (949) 416-1884 EXTENSION 202 FAX: (949) 4111 5 ELECTRICAL ENGINEER: NAME ALCOA WIRELESS SERVICES, INC. ADDRESS 161 TECHNOLOGY DRIVE CITY, STATE ZIP IRVINE CA 92618 CONTACT: CHAU TANG PHONE: (114) 262-8611 FAX: (949) 265-4392 t RV Y0 : NAME M. PETYO 4 ASSOCIATE, INC. ADDRESS I7982 SKY PARK CIRCLE, SUITE B CITY, STATE ZIP IRVINE, CA S2614 CONTACT: FRAN CRISOLOGO PHONE: (949) 250-0212 b 4 t1 2 i n iii VVV AA p f FLOOD Y °*.•. .wv +.era:nz::��^asrs�;axx�u.F�..n:e-w �.w �- sva Y N s S`�4( as aFti'•ii, a f i .I +§ 4 5 i`�fi a �F111::S ,va. Q xi.��.cE.eex 1 .�..:..� 3�..3 )0 fwA t , , . $. 5 yyE SHEET D 15G I 'T I ON T-1 TITLE SHEET T-2 GENERAL NOTES 4 SPECIFICATIONS LS-1 TOPOGRAPHIC SURVEY A -I SITE PLAN A-2 ENLARGED SITE PLAN 4 ANTENNA LAYOUTS A-3 ELEVATIONS A-4 ARCHITECTURAL DETAILS A-5 ARCHITECTURAL DETAILS M-1 HVAC SCHEDULES DETAILS, NOTES 4 SPECIFICATIONS M-2 HVAC PLAN T-24 FORMS 4 NOTES E-I GENERAL ELECTRICAL NOTES, PANEL SCHEDULE 4 SINGLE LINE DIAGRAM E-2 EQUIPMENT, ANTENNA GROUNDINGS 4 UTILITY PLAN E-3 ELECTRICAL DETAILS 101 0 5HEET INDEX ISSUED FOR: CONSTRUCTT I ON .PROJECTO. i I OF THE WE6T // 1622 MAIN STREET SANTA ANA, ♦ 0 ORANGE . I' :CURRENT ISSUE DATE: � :ISSUED FOR: CONSTRUCTION =OM/ .:=DATE: ISSI'E"^ rno. ov. 0 01-18-05 CJVo i 1 07-22-05 100% -PLANS PREPARED BY: 13 AA► ALCOA Wireless Services Inc. 167 TECHNOLOGY DRIVE, IRVINE, CA WOO Office (949) 265-4200 Fax (949) 265-4201 --CONSULTANT: m -DRAWN : '' L�'JI TITLE SHEET TIM1 0 APPROVED BY: INITIALS: DATE: LEASING: ZONING: RF: SITE 5K- CIALIST: NETWORK OPERATIONS: OTHER: 1 .ram r_r! .�► � 1 SANTA ANA, CA 92701 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. -- SPRINT PC5 18200 VON KARMAN AVENUE, SUITE 100 IRVINE, CA 92612 PROPERTY SPECIALIST: LINDA ARCE PHONE: (949) 623-5393 AF'F'L IGANT'5 REFRE ENTAT I VE y 1� I I N I I I I 1/6� 1 ALCOA WIRELESS SERVICES, INC. 16,`1 TECHNOLOGY DRIVE IRVINE, CA 92ro18 SITE ACQUISITION: FROM THE SPRINT IRVINE OFFICE: CONTACT: JON SILVA PHONE: (949) 265-4200 GOING NORTHEAST ON VON KARMAN AVE_ TOWARD MORSE AVE., TURN LEFT ONTO MAIN STREET, TURN RIGHT ONTO MACARTHUR BLVD., MERGE ONTO CA-55 NORTH TOWARD RIVERSIDE_ MERGE ZONING: ONTO 5 NORTH TOWARD LOS ANGELES. TAKE THE IITH STREET EXIT. TURN LEFT ONTO E. 11TH CONTACT: JAKE FINNEY STREET. TURN LEFT (.INTO MAIN STREET. END AT 1622 N, MAIN STREET. PHONE: (949) 233-0231 PROPERTY INFORMATION" OWNER: CALIFORNIA PROPERTY INVESTMENTS, INC. DRIVING } ADDRESS: 1200 NORTH MAIN STREET, SUITE 900 SANTA ANA, CA 92101 CONTACT: ROBERT CAMPFIELD PHONE: (114) IB20-1121 ALL WOW, AND MATERIALS SHALL BE PEFU:OR iED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS 15 TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 1, CALIFORNIA ADMINISTRATIVE CODE 5. ANSItEIA-222-F LIFE SAFETY (INCL TITLES 24 a 25), CODE NFPA-101 2, 2001 CALIFORNIA BUILDING CODE WHICH 6. UNIFORM PLUMBING CODE ADOPTS THE 1991 UBC, 2000 UMC, 20W 1. NATIONAL ELECTRIC CODE UPC AND THE 1999 NEC, 3, BUILDING OFFICIALS AND CODE 8. LOCAL BUILDING CODE ADMINISTRATORS (BOCA) 9, CITY/COUNTY ORDINANCES 4, UNIFORM MECHANICAL CODE AREA OF PROPERTY: 43,343 SQ, FT. = 0995 ACRES AREA OF CONSTRUCTION: 168 5Q. FT - JURISDICTION: CITY OF SANTA ANA CURRENT ZONING: C-2 TYPE OF CONSTRUCTION: NIA OCCUPANCY: N/A APN: 005-15-19 AND 20 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION_ HANDICAPPED ACCE55 NOT REQUIRED_ JET THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION OF ANTENNAS AND A550CIATED EQUIPMENT CABINETS FOR SPRINT'S WIRELESS TELECOMMUNICATIONS NETWORK, A TOTAL OF THREE ANTENNAS AND OUTDOOR EQUIPMENT CABINETS ARE PROPOSED AT THIS SITE. NAME ALCOA WIRELESS SERVICES, INC. ADDRE65 Irol TECHNOLOGY DRIVE CITY, STATE ZIP IRVINE, CA 92ro18 CONTACT: ,BERRY CASTILLO PHONE: (949) 265-4254 _.: NAME RPM ENGINEERS, INC. ADDRESS 2452 DUPONT DRIVE CITY, STATE ZIP IRVINE, CA 92612 CONTACT: iRAYMOND K. PHUA PHONE: (949) 4-16-1884 EXTENSION 202 FAX: (949) 4`tro-1885 NAME ALCOA WIRELESS SERVICES, INC. ADDRESS 161 TECHNOLOGY DRIVE CITY, STATE ZIP IRVINE CA 92618 CONTACT: CHAU TANG PHONE: (114) 262-8811 FAX: (949) 265-4392 URVE NT"o NAME M_ PETYO d ASSOCIATE, INC. ADDRESS IIS02 SKY PARK CIRCLE, SUITE B CITY, STATE ZIP IRVINE, CA 1332ro14 CONTACT: FRAN CRISOLOGO PHONE: (949) 250-0212 (CITY "3 O SAHM AN *A m 17,n l l "VA x_.. / &-Y'Ag SHEET DESG IFTION T-1 TITLE SHEET T-2 GENERAL NOTES 4 SPECIFICATIONS LS-I TOPOGRAPHIC SURVEY A -I SITE PLAN A-2 ENLARGED SITE PLAN 8 ANTENNA LAYOUTS A-3 ELEVATIONS A-4 ARCHITECTURAL DETAILS A-5 ARCHITECTURAL DETAILS M-I HVAC SCHEDULES DETAILS, NOTES 8 SPECIFICATIONS M-2 HVAC PLAN T-24 FORMS $ NOTES E-1 GENERAL ELECTRICAL NOTES, PANEL SCHEDULE 4 SINGLE LINE DIAGRAM E-2 EQUIPMENT, ANTENNA GROUNDINGS 8 UTILITY PLAN E-3 ELECTRICAL DETAILS H E E T I NE X ISSUED NST FOP — ION RUCTION i ,ram r�r oarlr••Ar�lr' S rnte •r•rmr0�P� l--t'KVJtU I 11Vt VKMH11V1v: CURRENT ISSUE DATE: 5-1V ISSUED FOR: r-REV.:=DATE: ISSUED FOR: BY:— m mi —PLANS PREPARED BY: At COA ALCOA Wireless Services, Inc. I6'r TECHNOLOGY DRIVE, IRVINE, CA 92618 Orr ice (949) 265-4200 Fax (949) 265-4201 w r UKAWN ICY: UHK.: At-'V.: DRAWN BY: GN JC I JC r--LICENSURE: iEET TITLE; TITLE SHEET :SHEET NUMBER: T=1 GENEfAL R L THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. THIS FACILITY 15 EXEMPT FROM HANDICAP REQUIREMENTS PER TITLE 24, SECTION 2-11Z (B) 5, THIS FACILITY 15 NON -OCCUPIABLE SPACE AND ENTERED ONLY BY SERVICE PERSONNEL. TH15 SPACE 15 NOT FOR HUMAN OCCUPANCY. 3. THE STRUCTURAL DRAWINGS WERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4, THE CONTRACTOR SHALL NOTIFY ARCWITFGT/FNGINFFR OF ANY ERRORS OMISSIONS OR DISCREPANCIES 32, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF TWE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 61TEFfR FAF<"ATION 'kN'0TE6_-_ 1. TWE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BE DAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE. 2, BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAYING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN 8 INCH LAYERS, MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS AFTER THESE RECOMMENDATIONS ARE APPROVED BY THE ARCHITECT/ENGIENEER, INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING 1 ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH WAS NOT BEEN APPROVED COMPACTED FILL. FOOTINGS SHALL EXTEND INTO SOIL DEPTH INDICATED ON DETAILS. BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THE ARCHITECT/ENG:INEER. 4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER DANGEROUS CONDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEW FOUNDATION, THE ARCHITECT/ENGINEER SHALL BE 5, PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RE5PONSIBILITY TO LOCATE ALL EXISTING NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY. UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING: OR REPLACING ANY DAMAGE TO THE 5, WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF UTILITIES CAUSED DURING THE EXECUTION OF THE WORK, EXISTING 5OIL. REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. 6, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH 6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROB114G OR TESTING TO CHECK MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW OR EXISTING SURFACES, STRUCTURES OR FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE 5AT15FACTION OF THE PROPERTY GEOTECHNICAL ENGINEERITESTING AGENCY. OWNER THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS. 1, A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. IT 15 THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS -BUILT CHANGES, REVISIONS, ADDENDUM'S, OR CHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT/141RED DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT- 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK 15 IN PROGRESS UNTIL THE ,JOB 15 COMPLETE. 9. THE CONTRACTOR 15 RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES A5 REQUIRED BY THE PROPERTY OWNER OR GOVERNING AGENCY_ 10, ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST U.B.G. AND ALL OTHER GOVERNING CODES, IL THE CONTRACTOR SHALL BE RESPON61BLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING TWE WORK, TWE ENGINEER WILL NOT ADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. 12. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF EO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 13. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE 15 SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK UNDER THE PROJECT. 14, TWE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT, BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT, 15. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS OTHERWISE NOTED. 16_ TWE CONTRACTOR SHALL PROVIDE ALL NECE55ARY BLOCKING, BACKING, FRAMING, WANGER5 OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THE DRAWINGS. 11. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBL€E5. 18, NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR EXCEPT AS NOTED IN THE PLANS. 19. THE CONTRACTOR 15 TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2 ABC WITHIN 15FT. OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. 20. WERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE A5 REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 21, ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 22, ALL DEBRIS AND REFUGE 15 TO BE REMOVED FROM THE PROJECT. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES. 23, BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS MANDATED BY THE GOVERNING AGENCY. 24, ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACT MEANING THE ARCW€TECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS. 25, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK, THE SUPERVISION OF THE WORK 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR 26. IN ACCORDANCE WITH SECTION 1105 OF BOCA 1996, SPECIAL INSPECTIONS WILL BE REQUIRED FOR THIS PROJECT. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS". ALL FABRICATOR SHALL SATISFY TWE "EXCEPTION" NOTED IN SECTION 1105 22, WHICH REQUIRES THE FABRICATOR TO MAINTAIN AN AGREEMENT WITH AN APPROVED INDEPENDENT INSPECTION OR QUALITY CONTROL AGENCY. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. 21. CONTRACTORS SHALL VISIT THE 51TE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. 28. BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 29; THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR TWE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTION OF THE WORK TO THE EXISTING WORr, THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS, AND DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 30. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING (SWEET LSI), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE 51TE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. IF ANY DISCREPANCY 15 FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ ENGINEER. 31, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SWALL 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 CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR 514ALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW! 1, PROOFROLL THE SURFACE OF TWE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK_ REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. 8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFT5 AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698. CONCfRETE NOT : 1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2, AGGREGATE FOR CONCRETE SHALL CONFORM TO ASTM C-33 STANDARDS. 3, FLOOR SLABS SWALL CONFORM TO ASTM C-36 STANDARDS AND SHALL BE AT LEAST 3 1/2 INCHES THICK - SEE FOUNDATION PLANS FOR REINFORCEMENT, BASE, UNDERLAYMENT, VAPOR BARRIER OR OTHER SPECIFIC REQUIREMENTS. 4, FLOOR SLA55 SHALL BE LEVEL OR TRUE SLOPES AS SHOWN ON DRAWINGS. TOLERANCE: 1/8 INCH IN 10 FEET, 5, TOP OF CONCRETE SLAB TO BE 6" MINIMUM ABOVE FINISH GRADE. 6, ALL FOOTING HAVE BEEN DESIGNED BASED UPON AN ASSUMED SOIL BEARING PRESSURE OF 1,500 PSF UNLESS NOTED OTHERWISE. ALL FOOTING SHALL BEAR ON UNDISTURBED, FIRM NATURAL 501L OR COMPACTED FILL. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY PRIOR TO POURING FOUNDATION CONCRETE. 1, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. 8, ALL REINFORCING MARKED CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SWALL BE LAPPED 36x5AR DIAMETERS AT SPLICES UNLESS OTHERWISE NOTED. 11 PRIOR TO COMMENCING ANY FOUNDATION WORK, COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED WHERE REQUIRED TO AVOID UTILITIES. 10. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED. 11. FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT LEAST 90go OF ITS 28 DAY COMPRESSIVE STRENGTH. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND RESHORING. 12, PROVIDE CONCRETE SLA55 OVER A 6 MIL POLYETHYLENE VAPOR BARRIER AND 4" OF POROUS FILL. 13, ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 LAP ADJOINING PIECES AT LEAST ONE FULL MESH. 14, ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL WITH 100ia PASSING A 1-1/2" SIEVE AND NO MORE THAN 5% PASSING A NO.4 SIEVE- POROUS FILL SHALL BE COMPACTED TO 95% MAX. DRY DENSITY PER ASTM D4698. 15. WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. SEE THE SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS AND FINISH DETAILS, PROVIDE 4" WALKS REINFORCED WITH (ox6 - WI AxWl _4 WWF UNLESS OTHERWISE NOTED. I(o_ PRIOR TO REQUESTING A FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: 1) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT 2) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED 3) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT 11, ALL POURED -IN -PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRE551VE STRENGTH OF 25W 1*51 AT 28 DAYS, UNLE55 OTHERWISE NOTED. CEMENT TO BE TYPE 11 FROM TESTED STOCK PER ASTM C-150, 18. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE 15. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE_ FR Al i i NOTE5 L ALL STUD AND WALL FRAMING SHALL BE EITHER OF THE FOLLOWING. A, NO, 2 GRADE SOUTHERN YELLOW PINE (SYP) B, NO.2 GRADE SPRUCE -PINE -FIR (5PF) "STUD" GRADE MATERIAL 15 STRICTLY PROHIBITED FROM USE. 2, ALL JOIST, RAFTER 4 MISC. FRAMING SHALL BE NO, 2 GRADE SOUTHERN PINE. PROVIDE FULL-DEPTW (OR METAL) BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8'-@" O/C IN BETWEEN UNLESS NOTED OTHERWISE. 3, ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE 514ALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS A550CIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON -SITE FABRICATION SHALL BE BRUSWED WITH 2 COATS OF COPPER NAPHTWENATE SOLUTION CONTAINING A MINIMUM OF 29. METALLIC COPPER IN SOLUTION (PER AWPA STD. M41 4. THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOADBEARING APPLICATIONS. TWE LENGTH OF SPLIT ON THE WIDE FACE OF 2" NOMINAL LOADBEARING FRAMING 514ALL BE LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGTH OF SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND TWICKER LUMBER SHALL BE LIMITED TO 1/2" OF THE NARROW FACE DIMENSION. 5. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A-36 SPECIFICATIONS AND BE 1/4', THICK UNLESS OTHERWISE INDICATED. 6. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE TWAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. 1. PREFABRICATED METAL JOIST WANDERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG -TIE COMPANY", OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0,04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING 660). 8, ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MI5CELLANEOUS HARDWARE SHALL BE HOT DIP GALVANIZED- 9 ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH Pb. 1-14. 10.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS A ALL SUPPORTS. 11, ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, ETC. 1. UNLE55 OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING A5TM SPECIFICATIONS. MEMBER ASTM MIN. STRENGTH STRUCTURAL TUBING A500 (GRADE B) 46 KSI STEEL PIPE A53 (TYPE E, GRADE B) 35 KSI OTHERROOLED PLATES/SHAPES A36 36 KSI CONNECTION BOLTS A325 92 KSI ANCHOR BOLTS A301 - - - THREADED RODS A36 36 KSI NONSHRINK GROUT C1101 8000 PSI 2, HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE 15 NOT PERMITTED. 3, UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK SHELF ANGLES, SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. 4, THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE SPECIAL INSPECTIONS OF BOLTING, WELDING AND OTHER ITEMS IN ACCORDANCE WITH BOCA 1993, SECTION 1105. 5. ALL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 6. ALL WELDING SHALL BE PERFORMED BY OPERATORS WHO HAVE QUALIFIED AS PRESCRIBED IN "QUALIFICATION PROCEDURE" OF THE AMERICAN WELDING SOCIETY. 1, USE ALL MEANS NECESSARY TO PROTECT STRUCTURAL STEEL BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES IN THE EVENT OF DAMAGE IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF AND AT NO ADDITIONAL C05T TO THE OWNER 8 ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUS STRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE COLOR APPROVED EQUAL. 9. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A-615 GRADE 60, LAP REINFORCING STEEL AT SPLICES TO THE FOLLOWING MINIMUM LENGTHS UNLESS NOTED OTHERWISE. 03 AND42`-0"35'-3" 15 0 1. PROVIDE "T" BAR GRID SYSTEM PER FINISH SCHEDULE AND DRAWINGS. MAIN AND CROSS RUNNERS SHALL BE I5/16" WIDE, DO NOT USE 9/16" WIDE GRIND SYSTEM. MAIN RUNNERS SWALL BE INSTALLED 50 THAT THEY ARE ALL LEVEL TO WITHIN 1/8" IN 12'. 2. HANGERS SHALL BE ATTACHED TO THE BOTTOM EDGE OF THE WOOD TRUSSES AT PANEL POINTS OR TO THE VERTICAL FACE OF THE WOOD GLU-LAMS NEAR THE BOTTOM EDGE BOTTOM EDGE ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE. DO NOT INSTALL HANGERS FROM 2"X4" SUB-PURLINS. 3, ALL LIGHT FIXTURES AND AIR DISTRIBUTION PRODUCTS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF I00 PERCENT OF THE LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. 4. NO. 12 GAUGE HANGER5 SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. 5. LIGHTING FIXTURE WEIGHING MORE THAN 20 POUNDS BUT LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE; TWO NO-12 GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESES WIRES MAY BE SLACK. PROVIDE A TOTAL OF SIX WIRES PER LIGHT FIXTURE. SUSPENDED CEILING SYSTEM 6. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. I A N I 1. ALL MASONRY BLOCKS SHALL CONFORM WITH EACH OTHER IN COLOR, TEXTURE AND SIZE WHERE PLYWOOD/ GYP BOARD 5PEATPINGNOTE5 L 5/8" TYPE "X" FIRE RESISTANT TAPERED EDGE BOARDS SHALL BE USED WHERE REQUIRED FOR RATED FIRE PROTECTION. 2. CORNER BEADS: STANDARD WALLBOARD CORNER BEADS MANUFACTURED OF GALVANIZED STEEL WITH PRE FORMED FLANGES, AN51-CB-PF. 3. EDGE TRIM OR CASTING: STANDARD WALLBOARD EDGE TRIM 126 MANUFACTURED OF GALVANIZED STEEL WITH PERFORATED FLANGES, ANSI -US, SQUARE NOSE, SIZE AS REQUIRED FOR THICKNESS OF WALLBOARD. 4. FASTENERS. 1-1/4" USG OR EQUAL TYPE W BUGLE HEAD DRYWALL SCREWS, 1-1/4" GWB-54 ANNULAR RING NAILS, OR 1-5/8" COOLER NAILS. 5. INSTALLATION SHALL CONFORM TO REQUIREMENTS OF GYPSUM A560CIATION "GA-216-18R". ELECTRICAL BOX AND OTHER ROUGW-IN OPENINGS MUST BE CLEANED OF EXCESS SPACKLE BEFORE PAINTER STARTS. USE METAL CORNER BEAD ON OUTSIDE CORNERS. USE METAL EDGE BEAD ON UNEXPOSED EDGES. BENT OR RUSTY MATERIAL 15 NOT ACCEPTABLE_ SPACKLED AREAS SWALL BE SANDED SMOOTH AND EVEN. 6. DRYWALL TEXTURE SHALL BE SPRAY -ON SPATTER/KNOCKDOUJIN TYPE. 1_ TAPING AND FINISHING. APPLY ,JOINT TAPE AND ,JOINT COMPOUND AT JOINTS (BOTH DIRECTIONS). APPLY COMPOUND AT NECESSARY FLANGES, PENETRATIONS, FASTENERS, HEADS AND SURFACE DEFECTS. INSTALL COMPOUND IN 3 COATS, SANDING AFTER EACH OF LAST 2 COATS, 8 WALLS AND CEILING SHALL BE PRIMED AND PAINTED WITH (2) COATS OF FRAZEE SEMI -GLOSS PRIOR TO WALL ATTACHMENT OF ANY EQUIPMENT OR ELECTRICAL CONDUITS. (UND.) 9. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS. 10. ALL ROOF PANEL SHEATHING SWALL BE 5/8" (NOM.) TYPE CDX. EXP. I APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 8d COMMON NAILS AT 6" O/C AT SUPPORTED PANEL EDGES AND 6" O/C AT INTERMEDIATE SUPPORTS. 11, ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOM) TYPE CDX. EXP. I APA RATED SHEATHING. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 10d COMMON NAILS SPACED 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C/ AT INTERMEDIATE SUPPORTS. 12. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACRO55 SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER, 13. ALL NAILING SWALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. TWE USE OF STAPLES AND PNEUMATIC NAIL GUNS ARE PROHIBITED FROM USE, 1,111mooloom, lillil ­_ I m 1_ COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE STATE ENERGY REGULATIONS. 2. PROVIDE R-13 MINIMUM KRAFT-FACED BATT. INSULATION AT WALLS UNLESS NOTED OTHERWISE, AND R43 MINIMUM AT CEILINGS AS MANUFACTURED BY OWENS-CORNING TO COMPLETELY ENCLOSE EQUIPMENT ROOM. PLACE VAPOR BARRIERS ON WARM SIDE OF WALL_ 3. INSULATE WALLS BETWEEN EQUIPMENT ROOM AND ADJACENT ROOMS AND INSULATION WAREHOUSE. INSULATE BETWEEN JAMBS AND FRAMING, BEHIND HEADER JOISTS AND IN SOFFITS OVER EXTERIOR SPACE. 4. PENETRATIONS OF ROOF MEMBRANES 5WALL BE PATCHED/FLASWED AND MADE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE -SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLE55 NOTED OTHERWISE. 1, ALL FLASHING, COUNTER FLASHING AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO, 26 U.S. GAUGE CORRO61ON-RESISTANT METAL_ 2. FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASH AND CAULK WOOD BEAMS AND OUTLOOKERS PROJECTING THROUGH EXTERIOR WALLS OR ROOF SURFACES, 3. FLASH ALL EXTERIOR OPENINGS WITH APPROVED WATERPROOFING, WHICH CONFORMS TO STANDARD OF LOCAL AND STATE CODES. 4, ALL METAL MUST BE GALVANIZED AFTER FABRICATION. 5. ALL SHEET METAL TO BE "A" MINIMUM 20 GAUGE. APPLICABLE. 2. CONCRETE BLOCK SHALL CONFORM TO ASTM C-W GRADE A. BLOCK SIZE, COLOR, TYPE AND TEXTURE 1 �"" ' SHALL BE AS INDICATED ON THE DRAWINGS. PROVIDE ACCESSORY BLOCKS AS INDICATED AND REQUIRED. PAINTING jj A i WHERE CUTTING 15 REQUIRED, BLOCKS SHALL BE SAWCUT. 3, COURSING SHALL BE COMMON RUNNING BOND (UNLESS NOTED OTHERWISE), WITH 3/8" GROUT JOINT. TOOL L THE CONTRACTOR SHALL PREPARE SURFACES, FURNISH ALL PAINT, MATERIAL, LABOR AND EQUIPMENT REQUIRED FOR THE PAINTING OF ALL SURFACES AS REQUIRED. ALL EXPOSED .JOINTS FLU5H. 4. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFORM TO ASTM 2. PAINTS TO BE APPLIED IN ALL WORKMANLIKE MANNER UPON COMPLETION, REMOVE ALL MATERIALS AND C-416 AND SHALL OBTAIN A MIN, 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. DEBRIS CAUSED BY THIS CONTRACTOR, ALL HARDWARE, FLOORS, GLASS, FRAMES FIXTURES AND THE LIKE SHALL BE TWOROUGWLY CLEANED OF PAINT, 5. PROVIDE BOND BEAM LINTEL5 AND BRICK SHELF ANGLES ABOVE ALL WALL OPENINGS PER DETAILS. THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL OPENINGS. 3. REGULATORY REQUIREMENTS. ALL MATERIALS MUST COMPLY WITH AIR POLLUTION CONTROL REGULATIONS, 6, THE MASONRY CONTRACTOR 514ALL PROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING SUCH AS LA. COUNTY APCD RULE 1113 AND BAY AREA PCD REG, 3, CONSTRUCTION 4. ALL STEEL COLUMNS AND MISC. METALS SHALL BE PRIMED AND PAINTED. 1, ALL RETAINING WALLS SHALL HAVE AT LEAST 12" OF FREE -DRAINING GRANULAR BACKFILL, FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO 5. FIRE PREVENTION. TAKE EVERY PRECAUTION AT THE END OF THE DAY TO REMOVE OILY RAGS AND EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL COMBUSTIBLE MATERIALS FROM THE SITE OR STORE IN METAL CONTAINER WITH TIGHT COVERS. JOINT, UNLE55 OTHERWISE INDICATED. 6. FINAL TEXTURE a COLOR PER OWNERS INSTRUCTIONS- 8- MASONRY UNITS FOR HOLLOW UNIT MASONRY SHALL BE GRADE N' CONCRETE BLOCKS CONFORMING TO ASTM C-90_ CONSTRUCTION SHALL COMPLY WITH SECTION 2415 OF UBC AND LOCAL CODES. MASONRY SHALL BE LAID IN STRAIGHT UNIFORM COURSES IN RUNNING BOND. JOINTS SHALL BE TOOLED 0 0 FR5 CONCAVE AND BE UNIFORM IN SIZE. TIE INTERSECTING WALL BE OVERLAPPING UNITS IN ALTERNATE COURSES. ROUGHEN AND CLEAN CONCRETE BEARING SURFACES FOR THE PLACEMENT OF THE FIRST 1. PROVIDE SEAMLESS FLUSH TYPE DOORS, 18 GAUGE, WELDED CONSTRUCTION SHOP PRIMED_ PREPARED COURSE. VERTICAL HEAD ,JOINTS 514ALL BE FILLED SOLID AND SHOVED TIGHTLY TO PROVIDE BOND TO FOR HARDWARE WITH TOP AND BOTTOM CL05URE5. WELD EXPOSED JOINTS CONTINUOUSLY, GRIND, DRESS BOTH BLOCKS. AND MAKE SMOOTH, FLUSH AND INVISIBLE. PREPARE FRAME TO RECEIVE MORTISED AND CONCEALED FINISH 9, MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF I PART PORTLAND CEMENT, 1/2 HARDWARE DOOR FRAME MANUFACTURER STEELCRAFT, DIVISION OF AMERICAN STANDARD CO. APPROVED MAXIMUM TO 1/4 MINIMUM PARTS LIME DUTY OR HYDRATED LIME, AND 3 PARTS SAND. EQUAL. DOOR AND FRAME SHALL BE FACTORY PRIMED AND PAINTED. 10. GROUT SHALL BE FLUID CONSISTENCY AND MIXED IN RATIO OF I PART CEMENT AND 3 PARTS SAND 2. WHERE REQUIRED TO BE RATED, PROVIDE FIRE -RATED DOORS WITH UL LABEL ATTACHED IN AN FOR GROUT SPACES LESS THAN 4" IN ANY DIRECTION. FOR SPACES GREATER THAN 4" THE RATIO 15 TO INCONSPICUOUS LOCATION. WHERE DOORS ARE EXPOSED TO OUTSIDE WEATHER CONDITIONS. PROVIDE BE 1 PART CEMENT, 2 PARTS SAND AND 2 PARTS PEA GRAVEL. AGGREGATE AND SAND SHALL DOORS FABRICATED WITH 660 GALVANIZING. CONFORM T OASTM C-144. SOLID GROUT ALL CELLS IN RETAINING WALLS, ALL CELL BELOW FLOOR GRADE, AND ALL REINFORCED CELLS± OTHERWISE ALL CELLS SHALL NOT BE GROUTED, UNLESS NOTED 2. INTERIOR: 20 GAUGE THICK MATERIAL, COMMERCIAL SERIES "C", TO SUIT GRADE AND MODEL OF DOOR, ON PLANS. LABELED FRAME WHERE REQUIRED. 11, USE CARE TO PREVENT MORTAR AND GROUT SPILLAGE ON THE FACE OF THE MASONRY. CLEAN SUCH 3. IN GENERAL INSTALL DOORS AND FRAMES IN ACCORDANCE WITH SDI 100 AND 105, RESPECTIVELY. SPILLAGE IMMEDIATELY. REPAIR ANY DAMAGES OR INTERSTICES BETWEEN BLOCK AND REMOVE STAINS AT THE COMPLETION OF WORK. 4. DOORS SHALL BE WEATHER-STRIPPED AGAINST AIR INFILTRATION IN COMPLIANCE WITH TITLE 24 OF THE STATE ADMINISTRATION CODE, 12, SPLICE ALL BARS IN MASONRY WITH A MINIMUM OF 48 BAR DIAMETER LAPS (2'-0" MINIMUM). 13, ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL BE GROUTED SOLIDLY IN PLACE WITH NOT 5. KEYING. ALL LOCKS ARE TO BE KEYED AS PER OWNERS INSTRUCTIONS. LESS THAN 2" OF GROUT SURROUNDING THE BOLT, 14. SEAL RETAINING FACE OF WALL AND FOOTING WITH 2 COATS OF HENRY'S 502 ASPHALTIC MASTIC. /''"tijPROVIDE 5FECIALIN-5FECTION ED; CONTINUOUS INSPECTION. Qom( CONSTRUCTION MATERIAL SPECIFICATIONS ALL CONCRETE AND GROUT SHALL BE MIN. f'c = 2500 PSI, SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ FIELD WELDING CMU BLOCK SHALL BE MIN. f'm = 1500 PSI.B"x8"x16" ALL STEEL SHALL BE GRADE 40. f'q = 40000 PSI, Fs = 20, 000 PSI � STRUCTURAL CONCRETE OVER 2500 PSI � HIGH STRENGTH BOLTING PRESTRESSED CONCRETE EXPANSION/EXPDXY ANCHORS 1:1 STRUCTURAL MASONRY � SPRAYED -ON FIREPROOFING F] PILES/ CAISSONS OTHER CURRENT ISSUE DATE; 1= ISSUED FOR; COI FRUCT I ON r-REV.;=DATE; ISSi.Irn Eno.---------DV---- 0 5-I0-06 90fQ t :PL.ANS PREPARED BY: ,ALCOA ALCOA Wifeless Services, Inc. 161 TECHNOLC*Y DRIVE, IRVINE, CA W618 Office (949) 265-4200 Fax (94S) 265-4201 11A1Ci !t TAAIT. DRAWN BY: GN JC JC -JI-iLL I I I I LL GENERAL NOTE5 4 5FECIFIGATION5 :SHEET NUMBER: A LEGAL DESCRIPTION THE LAND SHOWN HEREON IS SITUATED IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 10 WEST, BEING A PORTION OF THE LAND ALLOTTED TO JACOB ROSS IN DEGREE OF PARTITION OF THAT RANCHO SANTIAGO DE SANTA ANA, RECORDED IN BOOK "B" OF JUDGEMENTS OF 17TH JUDICIAL DISTRICT COURT OF CALIFORNIA, DESCRIBED AS FOLLOWS: LEGEND BEGINNING A THE NORTHEAST CORNER OF SAID ACU AIR CONDITIONER UNIT SECTION 12, BEING ALSO THE INTERSECTION OF BOT BOTTOM THE CENTER LINES OF SEVENTEENTH STREET AND BLDG BUILDING MAIN STREET, AS SAID INTERSECTION IS SHOWN ON BW BACK OF WALK A MAP FILED IN BOOK 11, PAGE 18 OF RECORD OF CNDGRP CONDUIT GROUP SURVEYS, IN THE OFFICE OF THE COUNTY E ELECTRIC RECORDER OF SAID ORANGE COUNTY, CALIFORNIA; EO EDGE OF THENCE ALONG THE NORTHERLY LINE OF SAID FS FINISHED SURFACE NORTHEAST QUARTER, NORTH 89'56'04" WEST GRVL PARA GRAVEL PARAPET 289.80 FEET; THENCE SOUTH 0'16'25" WEST PNTHS PENTHOUSE 230.00 FEET; THENCE PARALLEL WITH THE RD ROOF DECK NORTHERLY LINE OF SAID NORTHEAST QUARTER, RRD RAISED ROOF DECK SOUTH 89®56'40" EAST 289.78 FEET TO THE SL STREET LIGHT EASTERLY LINE OF SAID NORTHEAST QUARTER; SVC SERVICE THENCE ALONG SAID EASTERLY LINE NORTH TC TOP OF CURB 0`16'40" EAST 230.00 FEET TO THE POINT OF TG TOP OF GRATE BEGINNING. EXCEPT THE NORTHERLY 40.00 FEET THEREOF. ALSO EXCEPT THE EASTERLY 35.00 FEET THEREOF. TITLE REPORT IDENTIFICATION: FIDELITY NATIONAL TITLE COMPANY PRELIMINARY REPORT No. 9711434 DATED: MARCH 8, 2005 EASEMENT NOTES EASEMENTS SHOWN HEREON ARE PER FIDELITY NATIONAL TITLE COMPANY PRELIMINARY REPORT No. 9711434, DATED MARCH 8, 2005. (}7 AN EASEMENT FOR STREET PURPOSES, RECORDED IN BOOK 4241, PAGE 475 AND IN BOOK 4272, PAGE 477 OF OFFICIAL RECORDS. AN EASEMENT FOR STREET PURPOSES, RECORDED NOVEMBER 7, 1968 IN BOOK 8781, PAGE 719, OFFICIAL RECORDS. i0 A CONVEYANCE FOR VEHICULAR ACCESS RIGHTS, RECORDED JANUARY 10, 1969 IN BOOK 8842, PAGE 278, OFFICIAL RECORDS. 11 AN EASEMENT FOR AN ELECTRICAL SYSTEM CONSISTING OF WIRES AND CONDUTS, RECORDED IN BOOK 9004, PAGE 692, OF OFFICIAL RECORDS. (BLANKET FOR APN 005-153-19) QA PARKING EASEMENT AGREEMENT, RECORDED 30, 2003 AS INSTRUMENT No. 2003000767362, OFFICIAL RECORDS. O DENOTES ITEM PLOTTED HEREON. I' fMR141im COORDINATES LATITUDE: 33"45'34.75" N t LONGITUDE: 117`52'04.76" W NAD 1983 GEODETIC COORDINATES WERE ESTABLISHED SURVEYING THROUGH ORANGE COUNTY SURVEYOR GPS POINT No. 6017. THE HORIZONTAL ACCURACY OF THE LATITUDE AND LONGITUDE AT THE CENTER OF BUILDING FALLS WITHIN FIFTY (50) FEET. REFERENCE ORANGE QUADRANGLE MAP ASSESSOR'S IDENTIFICATION ORANGE COUNTY A.P.N. 005-153-19 ORANGE COUNTY A.P.N. 005-153-20 AREA 43,343 SQ. FT. = 0.995 ACRES DATE OF SURVEY MARCH 15, 2005 BASIS OF BEARINGS THE CENTERLINE OF 17TH STREET, BEING SOUTH 89'56'40" EAST PER RECORD OF SURVEY RECORDED IN BOOK 7, PAGE 42, OF RECORDS OF SURVEY, RECORDS OF ORANGE COUNTY. BENCH MARK ORANGE COUNTY SURVEYORS B.M. No. 1C-124-74 o DESCRIBED BY OCS 2001 - FOUND 3 3/4" OCS z ALUMINUM BENCHMARK DISK STAMPED "1C-124-74", SET IN THE SOUTHWEST CORNER OF A 1OFT. BY 8FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTERLY CORNER OF THE INTERSECTION OF SPURGEON STREET AND 17TH STREET, 43FT. NORTHERLY OF THE CENTERLINE ON 17TH STREET AND 55FT. EASTERLY OF THE CENTERLINE OF SPURGEON AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 141.125 FEET (NGVD29)(ADJ.1991) j PARA -PARA 213.31 PARA 212.43 RD 213.47 0DAVT 213.46 DAVIT 212.32 RD 212.73 TG 213.49 DAVIT 213.47 DAVIT "' I FIRERVIC SEE 213.46 r DA�n 212.32 RD 212.75 21_2,36� G RD 213.52 DAVIT 212.44 RD 213 50 i I DAVIT 12" ODE PARAPET 213.47 DAVIT LOWER ROOF DECK 212.28 RD 212.27 213.48 RD DAVIT GEODETIC COORDINATE LOCATION AT CENTER OF BUILDING l PENTHOUSE ROOF DECK APN 005-015-19 We MR orn VICINITY / AREA MAP SCALE: 1" = 2000' 111.97 - 15424 jZr GDSSLDG SOT 213.52 213.53 DAVIT DAVIT E1 212.32 RD 154.3 COLUMN TOP 213.53 DAVIT 212.34 RD 212.36,,.,.- 2t2.75 RD TG 212.28 213.5 �,3___� OAV T 213.5_0 DAVIT r 27 3.48 -c^i DAVIT 212.49 212.33 G-.-.-.,-. Zt 2>iG CNDGRP EO GRVL 212.78 3 TG 4.3g 2f ACU 214.66 ACU LOWER ROOF DECK 212.45 APN 005-015--20 RD 213.49 213.48 DAVIT 213.55 213.55 a 52 r DAVIT ^^' ^ `P MM4 DAVIT DAVIT DAVE DETAIL SCALE 1 inch. = 10 ft. h6mm*rin to Spnint rsm Cs PLEASANTON,94588 :PROJECT INFORMATION: BANK OF THE NEST OG70XC720A 1622 MAIN STREET SANTA ANA, CA 92701 ORANGE COUNTY :CURRENT ISSUE DATE: 3/23/05 r-ISSUED FOR: PRELIMINARY REVIEW :REV.:--DATE:-DESCRIPTION:-BY:- ADDED PTR AND ESM'T 4�a8/o5 DOCUMENTATION FC -PLANS PREPARED n • NSULTANT: M. PETYO & ASSOC. INC. 17982 SKY PARK CIRCLE, SUITE B IRVINE, CALIFORNIA 92614 (949) 250-0272 FAX (949)250-0275 E-MAIL TO: PETY06MPSURVEYORS.COM :LICENSURE: SU����� MICHAEL PETYO 4c L.S. 4316 Renewal: 6-30-06 0F CAOF EET TITLE: :SHEET NUMBER: REVISION: LS 1 OF 1 OG70XC720A 5328.DWG N k ti' A �°w•s on "31 Q_ 17TH STREET h 5 613*56'40" E 63525' (BASIS OF BEARINGS) 24'-3"t NEW SPRINT 6' HIGH PANEL ANTENNAS, - I ANTENNA PER SECTOR, 3 SECTORS TOTAL, FLUSH MOUNTED ON PENTHOUSE TIP 4 PAINTED TO MATCH (E) PENTHOUSE 5 65-56-40" E IN,711' (E) PROPERTY LINE I /--(E) PARKING AREA----/ LLI ul CL R 0- uj m 2 IL as ILI L'/_z_z/ A NEW SPRINT EQUIPMENT LEASE AREA, ENLARGED SITE PLAN ON IIA-2 FOR ADDITIONAL INFORMATION 9 NEW SPRINT GPS MOUNTED ON (E) NEW SPRINT 12' WIDE ACCESS EASEMENT s (E) EDGE OF GRAVEL---------// (E) AIR CONDITIONER UNIT (TYP.) NEW SPRINT V HIGH PANEL ANTENNAS, I ANTENNA PER SECTOR, 3 SECTORS TOTAL, FLUSH MOUNTED ON PENTHOUSE TIP 4 PAINTED TO MATCH (E) PENTHOUSE (E) PROPERTY LINE 5 69*56'40" E 244,14' O 7m 23'-9" 12'-211 NEW SPRINT ROOF MOUNTED CONDENSING UNITS (TYP, OF 2) SEE MECHANICAL SHEETS o mmmEmommommommum 0 ❑ 0 (E) LOWER ROOF DECK L J (E) PENTHOUSE STRUCTURE ANTENNA 4 CABLE 5CHEDULE ANTENNA AZIMUTH ANTENNA MAKE/MODEL CABLE COAXIAL CABLE TIP RAD SECTOR SIZE LENGTH HEIGHT CTR SECTOR 330* TBD- 1/45t, (1) 46'-04 cill-oll 881-Off ALPHA SECTOR 60, TBD- 10 (1) 351-01"t 4311-011 881.011 BETA SECTOR Iwo TBD� l/all (1) 94'-04 6,51-011 GAMMA I CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. IN N 0 0 M I" (E) LIGHT POLE (TYP.) NEW SPRINT 6' HIGH PANEL ANTENNAS, I ANTENNA PER SECTOR, 3 SECTORS TOTAL, FLUSH MOUNTED ON PENTHOUSE TIP 4 PAINTED TO MATCH (E) PENTHOUSE NEW SPRINT COAX CABLE TRAY MOUNTED ON PENTHOUSE ROOF NEW SPRINT METER MOUNTED INSIDE (E) ELECTRICAL ROOM ON (E) PENTHOUSE (REFER TO ELECTRICAL DRAWINGS) (E) ELECTRICAL ROOM NEW SPRINT POWER P.O.C. (SEE ELECTRICAL SHEETS FOR MORE INFORMATION) (E) LIGHT POLE (TYF-) 0 1 -' S ol"t r—rmvju_i iiNrUKM/AllUlN: 5ANK OF THE WE6T OGIOXCI20-A 1622 NORTH MAIN STREET SANTA ANA, CA 132101 ORANGE COUNTY CURRENT ISSUE DATE: r—ISSUED FOR: CONFRUCTION DE, -nATE-ICC E-n UnD. -D\/. 0 5-10-06 W% PREPARE© BY: Al .0A ALCOA Wireless Sem4ces, Inc. 161 TECHNOLOGY DRIVE, IRVINE, CA 92616 Office(949) 265-4200 Fax (949) 265-4201 DRAWN BY: GN ,--T TITLE 51TE PLAN .-T 1\11 IKAM17P- I NEW SPRINT V HIGH PANEL ANTENNAS, I ANTENNA PER. SECTOR, 3 SECTORS TOTAL, FLUSH MOUNTED ON PENTHOUSE TIP 3 PAINTED TO MATCH (E) PENTHOUSE (E) PENTHOUSE NEW SPRINT COAX CABLE TRAY MOUNTED ON PENTHOUSE ROOF 5 A-4 ANTENNA LAYOUT (5ECTOR BETTA, SPRINT COAX CABLE Y MOUNTED ON ROOF :K _4 BUILDING WALL SPRINT 6' HIGH PANEL ANTENNAS, TENNA PER SECTOR, 3 SECTORS 4L1 FLUSH MOUNTED ON BUILDING TIP 8 PAINTED TO MATCH (E) PENTHOUSE 2c. ANTENNA LAYOUT (5ECTOR GAMMA.........� w NEW SPRINT 4' HIGH PANEL ANTENNAS, I ANTENNA PER SECTOR, 3 SECTORS TOTAL, FLUSH MOUNTED ON BUILDING TIP 4 PAINTED TO MATCH (E) PENTHOUSE u NEW SPRINT GPS ANTENNA 4 A-4 NEW SPRINT COAX CABLE TRA` MOUNTED ON PENTHOUSE ROOF 5 A-4 j EQU — EMENT OM A A ANTENNA LAYOUT (5ECTOR ALPHA)! - I--FNUJf-U I llNf-UNMAI IUIN: .:-DATE:-ISSUED FOR: BY: W% CONSTRUCTION AL00A Wireless Services, Inc. I6i TECHNOLOGY DRIVE, IRVINE, CA T08 Office (949) 265-4200 Fax (949) 265-4201 kict ii TAAIT. i DRAWN BY: GN CENSURE: SHEET TITLE: N 4 ANTENNA I-"CWr'I'T K11 IkARI7 R NEW SPRINT EQUIPMENT ROOM INSIDE (E) PENTHOUSE NEW SPRINT GFS ANTENNA MOU ON (E) PENTHOUSE ROOF (E) PARAPET F\ BANK O ............ 1, F -1 (E) CMU WALL NEW SPRINT VWIGH PANEL ANTENNAS, I ANTENNA PER SECTOR, 3 SECTORS TOTAL, FLUSH MOUNTED ON BUILDING TIP 4 PAINTED TO MATCH (E) PENTHOUSE 0 3' 6' 11, SCALE 50UTH ELEVATION i i '. m I--o I I Lu w- =3 Lu d) Z3 z uj 0- uj (L z O WEST ELEVATION NEWSPRINT GF6 ANTENNA MOUNTED ON (E) PENTHOUSE ROOF OF NEW SPRINT VHIGH PANEL ANTENNAS, BANK T I ANTENNA PER SECTOR 3 SECTORS F— —1 TOTAL, FLUSH MOUNTED ON BUILDING TIP 4 1 1 PAINTED TO MATCH (E) PENTHOUSE JI I NEW SPRINT EQUIPMENT ROOM INSIDE PENTHOUSE. (E) CMU FINISHED GRADE �-sprint. WON SANK OF THE WEST OGIOXCI20-A 1622 NORTH MAIN STREET SANTA ANA, CA 1?0101 ORANGE COUNTY CURRENT ISSUE DATE: 1 5=10=0(0 ISSUED FOR: IGON5TRUCTION DE, -nATC'-ISSI,Eln uno. -Dv.- Al CIDA ALCOA Wireless Services, Inc. 161 TECHNOLOGY DRIVE, IRVINE, CA 926l8 Office (S49) 265-4200 Fax (3413) 265-4201 I SHEET TITLE: F ELEVATIONS E7E7T Kii ikAmr-D- 1/4"0 HILTI KWIK BOLT 11 W/2" EMBEDMENT (TYP) (ICBO"4(o2l) & ' y�- .:r. ... S '.S .-'. 't ,^ h. I , � M♦. ':- _ l ::., 1 a. �v ..' , S a }, ,:.. ..:. a. Y w, z .; ... e r ♦ x ✓ 1r" ar :, �" rt 3 ram.. . -# .r,:, 7 s � t c` ..: t r r ♦� � A r. �.a.. ,., J_...,., ,. .f-. a'�-.. z 2. .... ,_ f. ,.. .. .. ,. .,..' Y+v„ .{, ✓, 2:. .... .,SAS a t.: (E) HANGING LIGHT FIXTURES TO BE �f r REMOVED k REPLACED � � r (E) COLUMN } y � l NEW SPRINT' (E) 3" WALL CABLE LADDER ��+• I� MOUNTED PIPE f s r 'S A-5£ Tot V 4pr + J 5r # �y J (E) METAL STUD WALL W/ GYP, BD, 4 INSULATION (TO REMAIN) €z, } NEW BATTERY'`; lN)MOD 40 RADIO CABINET CABINET (TYP. OF 2) ' zg •t 1 Y fy S 0 „3w a 0 0 n , Il s Q a Xl p 0 0 a 0 0 0 9 ' NEW W6 x 15 SLEEPER BEAM (TYP.) � F � r LQ "2 AWG BTCW (TYP, 3 PLACES) SECURE TO WALL USING — C 1/4110 x 3 1/2" LAG BOLT -a WOOD STUDS, 1/4" 0 THREADED ROD W/ HILTI WY 150 EPDXY W/MIN, 3 1/4" EMB (ICBO'5I93) e SOLID GROUTED CMU OR HILT) HH C20 EPDXY W/ MIN_ 6" EMB (IC500401(o) 0 HOLLOW CMU GP5 ANTENNA 1-1/44, PIPE CABLE TO PIPE CONNECTOR BURNDY TYPE GAR �- CONTINUOUS BEAD OF SILICONE SEALANT 13 TOP OF UNISTRUT, TYP_ QOD — CONDUIT CLAMP ``` --- NEOPRENE WASHER 9 THREADED ROD, TYP. �l 12" MIN. LENGTH UNISTRUT P1000, TYP_ (E)WALL OF PENTHOUSE *6 AM GROUNDING CABLE KIT 1/2" 0 COAXIAL CABLE a CABLE TRAY WITH COVER, S" RUNGS, 4" LOADING DEPTH. SUPPORT CABLES WITH TIE -WRAPS OR STAINLESS STEEL CLAMP EVERY 6 FT_ PROVIDE SOLID BOTTOM TRAY AT GRADE 0 I- Lit 4 L!N{ HOLD DOWN CLAMP FASTENED TO 4"X4" WITH 3/8" X 2 1/2" LONG LAG SCREWS. PVC SLEEPER MICROFLECT P/N 25156 NOTE: 1. RUN 02 A IJG BCW GROUND CONDUCTOR ALONG CABLE TRAY PER DETAIL 501 AND GROUND AT BOTH ENDS, 2, CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING HOLD DOWN CLIPS_ SHEET METAL SCREWS ARE NOT ACCEPTABLE. UPPER BRACKET ASSEMB 1 (MODEL "XSL5ml(o) 1 I I I I NEW SPRINT PANEL ANTENNA WITH REQ`D 4' DOWNTILT, PAINED TO MATCH (E) PENTHOUSE LOWER BRACKET ASSEMBLY (MODEL *XSL5Ml(o) SECTION VIEW r ij 3/8'" HILTI HIT HY-150 ADHESIVE ANCHOR BOLTS WITH 3 1/2" EMBEDMENT, (LARK "25251) ,ANTENNA SUPPORT NOTES. i. CONTRACTOR TO VERIFY CLEARANCE AND CONDITIONS OF (E) ROOFING AT LOCATION OF WORK AND REVIEW DETAILS FOR ANY REQUIRED ADJUSTMENTS. 2. CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. 3. CONTRACTOR TO NOTIFY A4E OF ANY DISCREPANCIES WITH THE PROPOSED LAYOUT PRIOR TO PROCEEDING, 4, ALL PIPES, BRACKETS AND MISC. HARDWARE TO BE GALVANIZED UNLE56 NOTED OTHERWISE. ANTENNA 1'I OUN T SCALE NONE —1/4" THK. SHEAR PLATE (WELD 6 311�TO BEAM) ) cn I FLOOR SLAB ASTM A36 THREADED STEEL ROD W/ 3 1/2" MIN. EMBEDMENT IN CONCRETE SLAB, USING HILTI HIT HY-150 ADHESIVE ANCHORING SYSTEM (ICBO "ER5193) (TYP.) l 1 I ► NEW MICROFLECT 1 51119 CABLE ENTRY 1 I NEW MTS ROOF ► TOP CABLE ENTRY "DOGHOUSE") (MT-365 I NEW COAXIAL CABLE 1 PER PLAN, TYP. 1 I I I I I i I I 1 NEW ROOF PENETRATION SAW CUT OR CORE DRILL AS NECESSARY L3x3x3/16xl2"" LONG — TYP. ALL 4 SIDES 1/4""x3" LAG BOLT, TYP, OF (2) PER ANGLE ANCHORAGE- AT CONCRETE USE 3/6" THREADED ROD W/HILTf HY-150 a MIN, 1-3/4" EMBED, (ICBO "5193) AT WOOD USE 3/8"'x3"" LAG BOLTS t i 1 � A (E) PENTHOUSE ROOF ASSEMBLY NEW CABLE ENTRY ""DOGHOUSE"" ASSEMBLY NEW 4x8 CURB SET IN FULL BED OF MASTIC BACKER ROD AND SEALANT, TYP. FIBER CANT STRIP, TYP. 26 GA, G.I. BASE FLASHING EXTEND 8" MIN. BEYOND CURB SET IN FULL BED OF BITUMEN OVER (E) BUILT-UP ROOF / ---BUILT-UP ROOFING OVER BASE FLASHING (2 LAYERS MIN) EXTEND 18" MIN, BEYOND CURB BLK'G/FRAMING MEMBER (E) ROOF ASSEMBLY Q WOOD FRAMING (WOOD OR CONCRETE) DETAIL ""A" 0 1/2" 0 ASTM A36 THREADED I STEEL ROD W/ 3 1/2" MIN, EMBEDMENT IN CONCRETE SLAB, USING HILTI HIT WY-150 ADHESIVE ANCHORING SYSTEM (ICBO "ER5193) (TYP) / \ W6 x 15 SLEEPER OI I0 BEAM (TYP-)_ O _ p — O CIIo b 0 _ a o — a — o Ilk 15 SLEEPER BE (TYP,) r1l • ri K 4 7 t• r7� l/! r1�w1 Ili J..�1 i!l ►ii BANK OF THE WEF OGIOXCI20 - A 1622 NORTH MAIN STREET SANTA ANA, CA S2101 ORANGE COUNTY CURRENT ISSUE DATE: ISSUED FOR: ONFU T ION -REV.:=DATE: ISSUr n ''o• o' -PLANS PREPARED BY: Ak At CCIA ALCOA V1lireless SeMces, Inc. 161 TECHNOLOGY DRIVE, IRVINE, CA %(&I& Office (949) 265-42W Fax (1149) 265-4201 INSULTANT: . yf 0 0- _ T :SHEET TITLE: 4-IF �T (III IkARr7R- MA D filh, go ,�► DETAIL 5 SUPPORTING CABLE RACK/GRID FROM CEILING 2-HOLE WITH 1/4" BOLTS AND STAR WASHERS DETAIL 1 CABLE RACK JUNCTION kWG GREEN qDARD NO. REQ, PART NO. I 8 SPLICE CLAMP A-1589 2 4 BOLT 3011-2 3 28 NUT 3014-6 4 48 CORNER CLAMP A-1592 5 24 BOLT 3011-1 6 22 4 112" KINDORF CHANNEL B905 1 22 5/8" - 11 THREADED ROD 8 22 SQUARE NUT - 5/8" B914 9 22 SQUARE WASHER 10 22 BRACKET 5914 11 66 NUT 12 _52 TAP CON 3029-1 13 6 12" CABLE RACK 2003-21 14 6 J - BOLT 3024-3 15 6 LOCK WASHER 3015-4 16 NUT }1 5 12" END CLOSING BAR 18 6 1 3/6" x 1/4" ANGLE 4" LONG }g 20 21 22 PLASTIC PROTECTION CAP 2-HOLE WITH 114 BOLTS AND ST, WASHERS Vo AWG GREEN STANDARD ?-HOLE WITH 1/4" BOLTS 4ND STAR WASHERS 6 AWG GREEN STANDARD DETAIL 2 CONNECTING TWO CABLE RACKS BY "T" JUNCTION DETAIL 3 CLOSING END OF CABLE RACK 71..m DETAIL 4 FASTENING CABLE RACK/GRID FROM CEILING GENERAL NOTES: 1, ALL CABLE TRAY MEASUREMENTS ARE ACCURATE WITHIN ?1/4" 2. BOTTOM OF CABLE RACK TO MOUNTED 96" A.FF. 3. CONNECT % AWG GROUNDING TO CABLE TRAY NEAREST INSTALLED WAVEGUIDE M U S E ID 'CAL NOT U D SCALN.TsE d 3 1 SCALE NOT SCALE T U t.e..»' SCALE "'` `�' L LADDER NONE NJA N.TZ. d 5 1 � • i s1rinto 0 rwi�re� 5-10-06 wi�s�mw 9W% PLANS PREPARED BY: Ej A►LC A ALCOA Wireless Services, Inc. 161 TECHNOLOGY DRIVE, 1RVINE, CA S2618 Orrice (949) 265-4200 Fax (949) 265-4201 ULTANT: Em 1 DRAWN BY: CHK.: APV.: ' DRAWN BY: GN JC I JC FLICENSURE: -SHEET TITLE: :SHEET NUMBER: