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Home My WebLink About10148337.pdfORANGE COUNTY ASSESSOR'S PARCEL NUMBER: 408-151-03 TITLE REPORT IDENTIFICATION: PENDING TITLE REPORT LEGAL DESCRIPTION: PENDING TITLE REPORT P BK 104 PG 40 PAR 2 SPECIAL INSPECTION PROGRAM: PER CHAPTER 17 OF THE 2001 C.B.C. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR THE FOLLOWING: — EPDXY BOLTS ALL TESTS AND INSPECTIONS SHALL BE PERFORMED BY A BUILDING OFFICIAL APPROVED INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY THE OWNER OR ARCHITECT AND NOT THE CONTRACTOR (106.3.5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND INSPECTION FIRM WITH A SCHEDULE TO FACILITATE THE PROPER COORDINATION. STRUCTURAL OBSERVATION IS REQUIRED, PRIOR TO FINAL INSPECTION, FOR THE FRAMING OF THE PROPOSED EQUIPMENT PLATFORM BY THE ENGINEER OF RECORD MATERIAL TESTING & APPROVALS: MATERIAL: ENGINEERED LUMBER BEAMS: EPDXY BOLTS: APPROVAL / TEST NUMBERS: I.C.C.-ER 4979 I.C.C.-ER 5193, L.A.R.R. 25257 i INSPECTIONS & APPROVALS Nextel Comm nica-tions SITE NUMBER SANTA ANA SHELTER EXPANSION A, PPROVED REFERENCE: Thomas Brothers Map Guide, Page 829, A-7 N R lVi 15209 - SHELTER EXPANSION THIS IS AN EXPANSION TO AN EXISTING UNMANNED TELECOMMUNICATIONS SUBSTATION FOR NEXTEL COMMUNICATIONS CONSISTING OF AN EQUIPMENT ROOM TENANT IMPROVEMENT AND MODIFICATIONS TO THE EXISTING ELECTRICAL SERVICE AND MECHANICAL SYSTEMS AS REQUIRED TO SERVICE THE PROJECT. EXISTING NEXTEL MONOPOLE AND ANTENNAS SHALL REMAIN AS PREVIOUSLY APPROVED. CONSTRUCTION DATA: ZONING: M-1 (LIGHT INDUSTRIAL) CONSTRUCTION TYPE: 111-N, SPRINKLED EXIST. BLDG. AREA: (NO CHANGE) 18,645 SO. FT. OCCUPANCY CLASSIFICATION: F EXIST. BLDG. HEIGHT: 1 STORY AREA OF TENANT IMPROVEMENT: 298 SO. FT. 11 I'' I I A FLANNING ff1SWJ`M_ -0 N, STEm. ne. ,ASCR. ACTN401'j YP'�- COUNT SHEET NO. SHEET TIT T-1 TITLE SHEET 2 T-2 RANSEEP GENERAL NOTES 3 SP-1 SPECIFICATIONS 4 SP-2 SPEC1FICATIONS 5 SP-3 SPECIFICATIONS `7' 4,11156-11-27ilto 6 SP-4 SPECIFICATIONS 7 SP-5 SPECIFICATIONS c� 8 A-1 SITE PLAN 9 A-2 SECTION., LEASE AREA, DEMO & REFLD. CLG. PLANS 10 A-3 ELEVATIONS 11 A-4 ARCHITECTURAL DETAILS 12 M-1 MECHANICAL SCHEDULES, NOTES & DETAILS 13 M-2 MECHANICAL FLOOR PLANS 14 E-1 ELECTRICAL SCHEDULES & NOTES 15 E-2 ELECTRICAL ENLARGED PLANS 16 E-3 ELECTRICAL SITE PLAN & SINGLE LIE DIAGRAM LAISUORD: HARVARD INDUSTRIAL / PROPERTIES 8422 HILLHEAD CIRCLE HUNTINGTON BEACH, CA, 92646 APPLICANT: NEXTEL COMMUNICATIONS 310 COMMERCE DRIVE IRVINE, CALIFORNIA 92602 PHONE: (714) 368-3500 CONTACT: MIKE BLACKWELL- ZONING CONTACT: ELIZABETH ORR- CONSTRUCTION 96 S J'Ane- b�LL R007 REM"'TF-J'A T 'I WO"HES OR L%RGGER ARE RECUUIRED TO E151E SECURED 'WITi-I BURGLAR BARS, TKE POLICE DEPt�RTNcEffr Kr 647,15,3440 ;=091 SPECIFlOffiONS' %ND ROUGH i"E"C110N PRIOR TO ARCHITECT: C.R. CARNEY ARCHITECTS, INC. 12841 NEWPORT AVENUE TUSTIN, CALIFORNIA 92780 PHONE: (714) 665-9500 CONTACT: TERRY LAllARO Sihi'41q'z, Ai'mA POLICE D E_- 7 PROJECT TEAM FIRE DEPARTMENT NOTES: FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 72 HOURS IN ADVANCE BY CALLING (714) 647-5700 PROVIDE ADDRESS / SUITE NUMBERS ON THE DOOR TO THE EQUIPMENT ROOM AT LEAST 6" HIGH PLAINLY VISIBLE FROM THE ROADWAY. A 2A10BC FIRE EXTINGUISHER SHALL BE PROVIDED WITHIN 75 FEET OF TRAVEL IN THE EQUIPMENT ROOM, SEE FLOOR PLAN FOR LOCATION. SEPARATE DRAWINGS FOR ANY MODIFICATIONS TO THE SPRINKLER SYSTEM SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO ANY WORK ON THE SPRINKLER SYSTEM AND PRIOR TO BUILDING FINAL. EXIT SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF 6" HIGH WITH A STROKE OF NOT LESS THAN 3/4" WITH A MINIMUM LUMINANCE ON FACE OF THE SIGN OF 50 LUX. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH CALIFORNIA FIRE CODE REQUIREMENTS. I colk4 REVISIONS INTER -OFFICE DATE ISSUED BY DESCRIPTION 9/3/04 ARCHITECT ZONING REVIEW 9/30/04 ARCHITECT CONSTRUCTION REVIEW 2/15/05 ARCHITECT PROPERTY OWNER REQUEST 4/28/05 ARCHITECT PLAN CHECK RESUBMITTAL 5/19/05 ARCHITECT FIRE DEPARTMENT CORRECTIONS AtiCilITE�,;TP'�F,R-tLTF6,"�4UC7iU?t I L A %CCEPTED FOR CONS I RUCTION j rLjgA F PERRPHTS. ARE REOUIRE D FOR ELECTRICAL, PLUN,'01',!G &' ECPK�iA�NIGAL PLANS 6 'U tip, ind specific"'14,ff- MUCILI b- 1, pt on the i0t, iat of plans L MW� at njaj�s anq eanqas or all times mid it is an fro the antratons onsarne. M City of Santa Ana. The _acceptance of this plan and SHALL NOT , held to Permit nnr .,an approval of tho, violation Of arY aw provisions of Af Ordinance or Slato La Accepted CW1,,Y OF SANl A A- DIR&I811 I w4ed ?A� -APPROVAL AGENCIES DATE ISSUED BY DESCRIPTION PEA` Mrr TYPE: BLDG E CT PLBG wr_ H GRADING a UV94 I Vr CONSTR. TY 7>/,& CODE EDITION FL000Z0NEE__. COMMENTS: i'M C Wo- NE CE� FiEn,r) YES 0 "WCROFILM YES NO ADIANT SARM @ R00f,"7 rN1110 /. FETTT!Aft,,,,r ccrr-E BPSI [128 FEM, I DEEE t4fr L YES '1140 PROJECT TRACKING 2 01 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITE NUMBER CA-5209 SANTA ANA - SHELTER EXPANSION r SITE ADDRESS I 3315-3317 W. HARVARD ST. SANTA ANA, CA 92704 ARCHITECT A C-1t980 REM 12/3V OF C CURRENT ISSUE DATE: I MAY 19, 2005 1 ISSUED FOR: FIRE DEPARTMENT CORRECTIONS 2 NEXvi Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 % APPROVALS APPROVED BY: INITIALS DATE LANDLORD LEASING ZONING RF E/P 0 I1R21T, JOB NUMBER: 0411G SITE NUMBER: CA-5209 SITE NAME: SANTA ANA DRAWN BY: J.J.R. CHECKED BY: T.S.L. DATE: 8/5/04 SHEET TITLE TITLE SHEET SHEET NUMBER 0 1. PLACE 4'x4'x3/4" AC GRADE FIRE —RATED WITH FRP VENEER TELCO BACKBOARD IN SHELTER. 2. FIRE STOPPING IS REQUIRED WHEN OPENINGS ARE MADE IN FIRE RATED BARRIERS. 3. 4. 5. 8. 7. 8. 9. 10, 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. PLACE #6 SOLID INSULATED GREEN GROUND WIRE FOR TELCO TO GROUND THEIR NETWORK PROTECTOR. ALL GROUNDING SHOULD MEET LOCAL LEC Ar NEXTELS EBTSi,.i TEMPORARY GROUNDING TO PASS SITE INSPECTION SHOULD CONVERTED # GROUND BUSS BEFORE i UP IN ORDER O GROUNDING i rA'! BOND ALL METALLIC CABINETS/PULL BOXES WITH NON—METALLIC CONDUIT TO THE BUILDING `• i PLACE A DEDICATED FOURPLEX RECEPTACLE AT THE TELCO BACKBOARD i• ALL EXTERIOR CONDUIT TERMINATION SHALL BE WEATHERTIGHT. APPROVED PVC SCHEDULE 40 CONDUIT SHOULD BE USED FOR UNDERGROUND CONSTRUCTION.CONDUIT BURIED A MINIMUM OF •" WHERE SUBJECT TO TRAFFIC. CONDULETS, WATER AND GAS PIPES ARE NOT ACCEPTABLE. EMT CONDUIT SHOULD BE USED INSIDE BUILDINGS AND ON BUILDING ROOFTOPS. ALL CONDUIT BENDS SHOULD HAVE A MINIMUM RADIUS IN FEET EQUAL TO THE DIAMETER OF i DIAMETER IS EQUALTO FOOT BENDING RADIUS). NO CONDUIT RUN SHOULD HAVE MORE THAN TWO 90 DEGREE BENDS. A a 12" IN LINE PULLBOX WILL BE REQUIRED CASE MORE ENGINEERTHAN TWO 90 DEGREE BENDS ARE NEEDED (CONSULT WITH LOCAL LEC IN CASE OF ANY DEVIATIONS). MAINTAINED.NO 90—DEGREE TRANSITION AT OR WITHIN A PULL BOX IS PERMITTED UNLESS A BENDING RADIUS OF 10 TIMES THE DIAMETER OF THE CABLE CAN BE A CABLE RESTRAINT PULL !MIGHT HAVE TO ; INSTALLED ! w EVERY ii VERTICAL FEET OF • i LOCAL ' A HORIZONTAL MAXIMUM OF •i FEET BETWEEN PULL :#(CONSULT WITH LOCAL LEC ENGINE' CONDUIT T` = i ON POLE MUST BE TURNED ABOVE FINISHED GRADE IN THE OPPOSITE QUADRANT OF THE POWER CONDUIT IF POSSIBLE (C• ' ON RO QUADRANT.) CONDUIT PLACED IN THE SAME TRENCH WITH POWER MUST BE SEPARATEI BY NOT LESS THAN 12" OF WELL PACKED DIRT OR 3" OF CONCRETE AND HAVE NOT .. ! OF ! • (LOCAL REQUIREMENTS DIFFER,MIGHT ` THE MINIMUM COVER r FOR UG CONDUIT , PRIVATE . , PROPERTY ir r SHOULD BE 18" FOR CONDUIT IN THE FRANCHISE AREA 24" OR AS SPECIFIED BY THE LOCAL LEC OR PERMITTING AGENCY. ALL CONDUIT SHALL r. D FREE OF DEBRIS OR ORDERING.OTHER OBSTRUCTIONS. A 3/8" NYLON PULL ROPE AND A MEASURE TAPE PULL ROPE SHALL BE PLACED SHOWING FOOTAGE FOR LEC CABLE A 16" x 16" x 12" PULLBOX SHALL BE USED ON THE SHELTER WALL. CONDULETS ARE # ACCEPTABLE. i PULL BOXFOR CABLE PULLING ONLY,i SPLICES PERMITTED. LOCAL , ENGINEER ON CONDUIT TERMINATING REQUIREMENTS PULL BOX. GENERALLYAT SITE LOCATIONS WHERE MULTIPLE CARRIERS SHARE THE SAME FEED SPLICE POINT A C.D.P. (CARRIER DISTRIBUTION POINT) CLOSURE MAY BE REQUIRED OR THE LOCAL LEC MAY REQIRE A CABINET. C.D.P.'S ARE i AS FOLLOWS: —UNDERGROUND: BOX WITH HINGED LID — ABOVE GROUND: UP-1252 SPLICE PEDESTAL OR 30" x 36" x • SPLICECABINET.ENGINEER WILL SPECIFY . OF CLOSURE/CABINET TO BE USED.) FOR PROVISIONING OF • ADVANCE OF PLACEMENT, ORDER TO EXPEDITE THE "ON. ' DATE,• ENGINEER,LEC (UNDERGROUNDBEFORE ANY EXCAVATING, CALL U.S.A. SERVICE ALERT) @ .i• 23. TELCO DESIGN CONSIDERATIONS FOR CELL SITES IN A "HIGH VOLTAGE ENVIRONMENT" SHOULD MEET THE PROTECTION AND SAFETY REQUIREMENTS OF THE LOCAL POWER UTILITY AND LEC. THE TELCO DESIGN SHOULD BE BASED ON DATA FROM A GPR (GROUND POTENTIAL RISE STUDY) PROVIDED TO THE LEC PROTECTION TELCO DESIGN ITEMS SUCH AS .• FIBER ` ! ROUTE OF # i POWER SOURCEAT ii VOLT DROP OFF DEMARCATION POINT, EQUIPMENT OWNERSHIP ETC, SHOULD BE DECIDED DURING r 24. ALL AERIAL AND UNDERGROUND COMMUNICATIONS AND ELECTRICAL SUPPLY SYSTEMS SHOULD COMPLY WITH NEC, STATE GENERAL ORDER (GO #95 & 128), POWER UTILITY AND LEC RULES AND REQUIREMENTS. 25. TELCO DISTRIBUTION FACILITIES SHOULD BE PLACED IN COMPLIANCE WITH LEC TARIFFS ON PUBLIC UTILITIES COMMISSION. (PMPOE, SMPOE, LINE EXTENSIONS, SERVICE CONNECTIONS, ETC.) EW �.W VPL I 1 00101 PROPERTY DIMENSION CENTERLINE COLUMN LINE/ GRID LINE LETTERS IN ONE DIRECTION NUMBER IN THE OTHER DIRECTION SECTION CUT SECTION LETTER SHEET WHERE SECTION IS DRAWN DETAIL REFERENCE A DETAIL NUMBER A-2 SHEET INHERE DETAIL IS DRAWN REVISION REVISIONCLOUD AROUND > EA WORK POINT, DATUM, POINT, OR CONTROL POINT HOURS1. OF #• CONTRACTOR TO OBSERVE BUSINESS HOURSOF TO 6 P.M., M — F. ANY OTHER SPECIAL OR EXTENDED HOURS TO BE APPROVED BY OWNER REPRESENTATIVE. MANAGER, 2. STAGING/LOADING AREA: ALL WORK INTERFERING WITH EXISTING TRAFFIC (PEDESTRIAN & MOTOR) AND BUSINESS. ALL EQUIPMENT & MATERIALS MUST BE STORED IN NEW EQUIPMENT ROOM ONLY, UNLESS PRIOR AGREEMENT IS MADE BETWEEN NEXTEL PROJECT OWNER i CONTRACTOR. 3. CONTRACTOR • READ, UNDERSTAND, & ADHERE TO ALL • ON DOCUMENTS.SHEET & ALL NOTES THROUGHOUT THIS SET OF CONSTRUCTION ANY REQUIRED • AND/OR ADJUSTMENTS ARCHITECT.MADE WITH THE PRIOR APPROVAL OF THE NEXTEL PROJECT MANAGER AND THE ROOM.4. PROTECT ALL SURFACES & MATERIALS IN AND ADJACENT TO EQUIPMENT ALSO PROTECT, iO PRESERVE tw AND CLEAN ALL AREAS; a is PATHS OF •AAND BETWEEN ALL _ OF •' ALL WORK AND MATERIALS SHALL COMPLY WITH THE FOLLOWING: 2001 BUILDING STANDARDS ADMINISTRATIVE CODE PART 1, TITLE 24, C.C.R. 2001 CALIFORNIA BUILDING CODE (C.B,C.) (1997 UNIFORM BUILDING CODE AND 2001 CALIFORNIA AMENDMENTS) PART 2, TITLE 24, C.G.R. 2001 CALIFORNIA ELECTRICAL CODE (C.E.C.) (1996 NATIONAL ELECTRICAL CODE AND 2001 CALIFORNIA AMENDMENTS) PART 3, TITLE 24, C.C.R. 2001 CALIFORNIA MECHANICAL CODE (C.M.C.) (1997 UNIFORM MECHANICAL CODE AND 2001 CALIFORNIA AMENDMENTS) PART 4, TITLE 24, C.C.R. 2001 CALIFORNIA PLUMBING CODE (C.P.C.) (1997 UNIFORM PLUMBING CODE AND 2001 CALIFORNIA AMENDMENTS) PART 5, TITLE 24, C.C.R. 2001 CALIFORNIA FIRE CODE (C.F.C.) (1997 UNIFORM FIRE CODE AND 2001 CALIFORNIA AMENDMENTS) PART 9, TITLE 24, C.C.R. 2001 CALIFORNIA REFERENCED STANDARDS PART 12, TITLE 24, C.C.R. 1990 TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS AND ALL APPLICABLE CODES, LOCAL, CURRENT OSHA LAWS, T-24 ENERGY CONSERVATION, LISTS OF STANDARDS, AND DISABLED ACCESS REGULATIONS WHERE REQUIRED. ABBREVIATIONS ® AT JAN. JANITOR A.B. ANCHOR BOLT JST. JOIST A.C. ASPHALTIC CONCRETE JT. JOINT A/C AIR CONDITIONING ACOUST. ACOUSTICAL LAM. LAMINATE A.D.A. AMERICAN DISABILITIES ACT LAV. LAVATORY ADJ. ADJUSTABLE LB. POUND A.F.F. ABOVE FIN. FLR. LT. LIGHT A.F.S. ABOVE FINL. SURFACE L.F. LINEAR FOOT ALT, ALTERNATE MANUF. MANUFACTURER ALUM. ALUMINUM MAT. MATERIAL ARCH. ARCHITECTURAL MAX. MAXIMUM AMP. AMPERE MECH. MECHANICAL BD. BOARD MET. METAL BLDG, BUILDING M.N. MANHOLE BILK. BLOCK MIN- MINIMUM BM. BEAM MISC. MISCELLANEOUS B.N. BOUNDARY NAILING M.O. MASONRY OPENING BOT. BOTTOM MTD. MOUNTED MUL. MULLION CAB. C.B. CABINET CATCH BASIN N.I.C. NOT IN CONTRACT CEM. CEMENT NO. NUMBER CER. CERAMIC N.T.S. NOT TO SCALE C.J. CONTROL JOINT O.C. ON CENTER C.L. CENTER LINE O.D. OUTSIDE DIAMETER CLG. CEILING O.H. OVERHEAD CLR. CLEAR OPG. OPENING C.O. CLEAN OUT COL. COLUMN PL. PLATE COMP. COMPOSITION PLAS. PLASTER CONC. CONCRETE PLYWD. PLYWOOD CONST. CONSTRUCTION PR. PAIR CONT. CONTINUOUS P.S.I. POUNDS PER SQ. INCH CONTR. CONTRACTOR P.V.C. POLYVINYL CHLORIDE DBL. DOUBLE Q.T. QUARRY TILE DET. DETAIL D.F. DRINKING FOUNTAIN R. RAD. RISER RADIUS DIA. DIAMETER R.D. ROOF DRAIN DIAL. DIM. DIAGONAL DIMENSION RF. ROOF DN. DOWN REINF. REINFORCING D.S.EQ'D. .S. DOWNSPOUT R.R. REQUIRED ROOF RAFTER DR, DOOR RM, ROOM DING. DRAWING R.O. ROUGH OPENING EA. EACH R.S. ROUGH SAWN E.G. EXISTING GRADE RDWD. REDWOOD E.J. ELECT. EXPANSION JOINT ELECTRICAL S.C. SOLID CORE ELEV. ELEVATION SCHED, S.D. SCHEDULE STORM DRAIN E.N. EDGE NAILING S.F. SQUARE FEET EQ. EQUAL SHT. SHEET EQUIP. EQUIPMENT SHTG. SHEATHING E.S. EACH SIDE SIM. SIMILAR EXT, EXTERIOR SLDG. SLIDING (E) EXISTING SPECS. SQUARE ATIONS F.D. FLOOR DRAIN STD. STANDARD F.H. FIRE HYDRANT STL. STEEL FIN. FINISH STRUCT. STRUCTURAL F.L. FLOW LINE SUSP, SUSPENDED FLR. FLOOR S.Y. SYM. SQUARE YARD SYMMETRICAL FLUOR. FLUORESCENT F.O. FACE OF T. TREAD F.O.C. FACE OF CONCRETE T.C. TOP OF CURB F.O.M. FACE OF MASONRY TEL. TELEPHONE F.O.S. FACE OF STEEL TELCO. TELEPHONE COMPANY FTG. FOOTING T & G TONGUE AND GROOVE FURR. FURRING THK. THICK GA. GAUGE T.O. TOP OF GAL. GALLON T.O.P. TOP OF PLATE GALV. GALVANIZED T.O.S. TOP OF SLAB G.I. GALVANIZED IRON T.O.W. TOP OF WALL GL. GLASS TYP. TYPICAL GLB. GLU—LAMINATED BEAM GRD. GRADE U.B.C. UNIFORM BUILDING CODE GYP.BD. GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE H.B. HOSE BIB V.I.F. VERIFY IN FIELD H.C. HOLLOW CORE HDR. HEADER W/ WITH HDWR. HARDWARE W.C. WATER CLOSET HGT. HEIGHT W.H. WATER HEATER H.M, HOLLOW METAL WD. W.I. WOOD WROUGHT IRON HORIZ. HORIZONTAL W.M. WIRE MESH HTR. H.W. HEATER HOT WATER W.R. WATER RESISTANT I.D. INSIDE DIAMETER IN. INCH INFO. INFORMATION INSUL. INSULATION INT. INTERIOR THIS IS AN UNMANNED TELECOMMUNICATIONS FACILITY FOR NEXTEL COMMUNICATIONS. THE TELECOMMUNICATIONS EQUIPMENT SPACE SHOWN HEREON THESE PLANS IS NOT CUSTOMARILY OCCUPIED. WORK TO BE PERFORMED IN THIS FACILITY CANNOT REASONABLY BE PERFORMED BY PERSONS WITH A SEVERE IMPAIRMENT: MOBILITY, SIGHT, AND / OR HEARING. THEREFORE, PER 1997 UNIFORM BUILDING CODE SECTION 1103.1.1, EXEMPTIONS 1 & 2, THIS FACILITY SHALL BE EXEMPTED FROM ALL TITLE 24 ACCESS REQUIREMENTS. 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITE NUMBER CA-5209 SITE ADDRESS 3315--3317 W. K VAM ST. SAWA ANA, CA 92704 � C4�;, oA NO. V'fl,7180 RENQrCAL CURRENTD. i ISSUED • 0 MAIL NE)rEm Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 APPROVALS APPROVED BY: I INITIALS DATE C.P.M. JOB NUMBER: DRAWN BY: 0411G SITE NUMBER: CHECKED BY: CA-5209 T.S.L. SITE NAME: DATE: SANTA ANA 8/5/04 SHEET TITLE GENERAL NOTES SHEET NUMBER A. Inspect conditions prior to Work to identify scope and type of work required. Protect adjacent Work. Notify building owner of Work requiring interruption to building services or property owner's operations. B. Perform Work With Workmen skilled in the trades involved. Prepare sample area of each type of work for approval. C. Cutting- Use cutting tools, not chopping tools. Make neat holes. Minimize damage to adjacent Work. Check for concealed utilities and structure before cutting, D. Patching: Make patches, seams, and joints durable and inconspicuous. Comply With tolerances for new Work, E. Clean Work area and areas affected by cutting and patching operations. END OF SECTION PART I - GENERAL 1.01 SUMMARY A. The following are prerequisites to substantial completion. Provide the following: 1. Punch list 2. Supporting documentation 3. Warranties 4. Certifications 5. Occupancy permit 6. Start-up and testing of building systems 7. Change over of locks B. Provide the following prerequisites to final acceptance: 1. Final payment request With supporting affidavits 2. Completed punch list C. Provide a marked -up set of drawings including changes Which occurred during construction. D. Provide the following closeout procedures: 1. Submission of record documents 2. Submission of maintenance manuals 3. Training and turnover to NEXTEL personnel 4. Final cleaning and touch-up 5. Removal of temporary facilities PART 2 - PRODUCTS Not Applicable To This Section PART 3 - EXECUTION Not Applicable To This Section END OF SECTION C. Provide security and protection requirements: 1. Fire extinguishers 2. Site enclosure fence, barricades, Warning signs, and lights 3. Building enclosure and lock -up 4. Environmental protection 5. Pest control D. Provide personnel support facilities: 1. Contractor's field office 2, Sanitary facilities 3. Drinking Water 4. Project identification sign 5. Cleaning and trash removal PART 2 - PRODUCTS Not Applicable To This Section PART 3 - EXECUTION Not Applicable To This Section END OF SECTION rO �6110]2 I PART 1 - GENERAL 1.01 SUMMARY A. Provide products from one manufacturer for each type or kind as applicable. Provide secondary materials as recommended by manufacturers of primary materials. B. Provide products selected or accaepted alternate. Products submitted for substitution shall be submitted With acceptable documentation, and include costs of substitution including related Work. C. Conditions for substitution include: 1. An 'or accepted alternate' phrase in the specifications. 2. Specified material cannot be coordinated With other Work. 3. Specified material is not acceptable to authorities having jurisdiction. 4. Substantial advantage is offered NEXTEL in terms of cost, time, or other valuable consideration. D. Substitutions shall be submitted only prior to award of contract, unless otherwise acceptable to NEXTEL. Acceptance of shop drawings, product data, or samples is not a substitution approval unless clearly presented as a substitution at the time of submittal, PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION Not Applicable To This Section END OF SECTION X; 10 30fu PART 1 GENERAL 1.01 SUMMARY A. List price for each alternate in Bid Form. Include cost of modifications to other Work to accommodate alternate, Include related costs such as overhead and profit. B. NEXTEL Will determine Which alternates are selected for inclusion in the Contract. C. Alternates are described briefly in this section. The Contract Documents define the requirements for alternates. D. Coordinate alternates With related Work to ensure that Work affected by each selected alternate is properly accomplished. PART 2 PRODUCTS - Not Applicable To This Section PART 3 EXECUTION Not Applicable To This Section END OF SECTION r PART I - GENERAL 1.01 SUMMARY A. Provide cutting and patching work to properly complete the Work of the project, complying With requirements for: 1. Structural Work 2. Mechanical/electrical systems 3. Visual requirements, including detailing and tolerances 4. Operational and safety limitations 5. Fire resistance ratings 6. Inspection, preparation, and performance 7. Cleaning B. Do not cut and patch in a manner that Would result in a failure of the work to perform as intended, decreased energy performance, increased maintenance, decreased operational life, or decreased safety. PART 2 - PRODUCTS 2.01 MATERIALS A. Match existing materials for cutting and patching work with new materials conforming to project requirements. PART 3 - EXECUTION 101 INSTALLATION M. Perform quality control during installation. N. Clean and protect the Work. 0. All rubbish and Waste materials shall be removed from job site on a regular basis. Strict control over job cleaning throughout construction, including final clean-up upon completion of work is required. All areas are to be left in a clean broom finish at the end of each day. P. Maintain complete site security during all phases of construction per Chapter 33 or the U.B.C. PART 2 - PRODUCTS Not Applicable To This Section PART 3 - EXECUTION Not Applicable To This Section END OF SECTION PART I - GENERAL 1.01 SUMMARY A. Comply With project format for submittals. B. Provide types of submittals listed in individual sections and number of copies required, 1. Shop drawings, reviewed and annotated by the Contractor - sepia and two blockline prints 2. Product data - 4 copies 3. Samples - 2, plus extra samples as required to indicate range of color, finish, and texture to be expected 4. Mock-ups - as required in the individual sections 5. Inspection and test reports - 4 copies 6. Warranties - 4 copies 7. Survey data - 4 copies 8. Closeout submittals 4 copies 9. Project photographs 4 8x10 block and White prints each Week and at beginning and end of construction - include negatives C. Provide required resubmittals if original submittals are not accepted. Provide distribution of accepted copies including modifications after submittals have been accepted. D. Samples and shop drawings shall be prepared specifically for this project. Shop drawings shall include dimensions and details, including adjacent construction and related Work. Note special coordination required. Note any deviations from requirements of the Contract Documents. E. Provide Warranties as specified; Warranties shall not limit length of time for remedy of damages NEXTEL may have by legal statute. Warranties shall be signed by contractor, supplier or installer responsible for performance of warranty. PART 2 - PRODUCT S Not Applicable To This Section PART 3 - EXECUTION Not Applicable To This Section END OF SECTION PART I GENERAL 1.01 SUMMARY A. Comply With all local code regulations and State Department of Industrial Regulations and Division of Industrial Safety (OSHA) requirements. B. All areas of the job site shall be protected from damage that may occur during construction. Damage to new and existing construction to be repaired or replaced to the satisfaction of the owner and NEXTEL, at the sole expense of the Contractor. C. Safeguard the owner's property during construction, Any damage occuring to the owner's property shall be restored to it's original condition or better to the satisfaction of the owner, at the sole expense of the Contractor. D. Improper or inferior materials and Workmanship appearing Within one year after the date of substantial completion and acceptance of work under this contract, shall be replaced to the satisfaction of NEXTEL and the owner. PART 2 - PRODUCTS Not Applicable To This Section PART 3 - EXECUTION Not Applicable To This Section END OF SECTION R iN "I'lilill ITI1 1 N" - 111!� : 1 A PART I - GENERAL 1.01 SUMMARY A. Provide temporary services and utilities, including utility costs: 1. Water (potable and non -potable) 2. Sewer sediment 3. Lighting and power 4. Metering 5. Telephone 6. Toilet facilities 7. Materials storage B. Provide construction facilities, including utility costs: 1. Construction equipment 2. Heating 3. Lighting 4. Access 3. Prior or concurrent Work by property owner or others: Coordinate Work with concurrent renovation Work elsewhere on site or in building, 4. Prior hazardous waste or hazardous materials abatement Work by property owner or others: None known. 5. NEXTEL-pre-ordered, Contractor-purchosed-instolled items: To be coordinated With NEXTEL construction manager. 6. NEXTEL-purchased, NEXTEL-installed items: Radio equipment, batteries, rectifiers, cables, cable racking, and related items, 7. NEXTEL-purchased, Contractor -installed items: Radio frames ("Schroff"), antenna transmission cables (coax), antennas, all related mounting hardware, exterior mounted distribution panel. 8. NEXTECs early or partial occupancy: N/A. 9. Occupancy of adjacent facilities- Coordinate With property owner. 10. Contractor's use of new and existing facilities: Coordinate With property owner. 11. Scope of separate prime contracts: None known. D. Permits: Apply for, obtain, and pay for permits, licenses, or inspections required to perform Work. Submit copies to Architect. NEXTEL shall reimburse for the cost of all permits. E. Codes: Comply With applicable codes and regulations of authorities having jurisdiction. Submit copies of inspection reports, notices and similar communications to Architect. F. Dimensions: Verify accuracy of dimensions indicated on drawings With field dimensions before fabrication or ordering of materials. Do not scale drawings. All dimensions take precedence over scale unless otherwise noted by a plus or minus dimension. Detailed drawings take precedence over small scale drawings. Do not begin any construction or off site fabrication until drawing dimensions are verified With actual field conditions. G. Existing Conditions: Notify Architect in Writing of existing conditions differing from those indicated on the drawings. Do not proceed With Work in question Without prior Written approval. Do not remove or alter structural components Without prior written approval, H. Details are considered to be diagrammatic in nature and are intended to show the end result of the design. If they are considered to be unsound, unsafe, not Waterproof, or not Within customary trade practices, the Architect and NEXTEL shall be notified prior to commencement of Work in question. If Work is performed, details pertaining thereto shall be considered satisfactory. Should minor odifications be required to suit job conditions those shall be included as part of the Work. J. Symbols and abbreviations used on the drawings are considered construction standards. Should questions arise regarding their exact meaning, the Architect shall be notified for clarification. K. Definitions for terms used in the specifications: 1. Provide: Furnish and install, complete With all necessary accessories, ready for intended use. Pay for all related costs. 2. Approved: Acceptance of item submitted for approval. Not a limitation or release for compliance With the Contract Documents or regulatory requirements. Refer to limitations of 'Approved' in General and Supplementary Conditions. 3. Match Existing: Match existing as acceptable to property owner, L. Intent: Drawings and specifications are intended to provide the basis for proper completion of the Work suitable for the intended use of NEXTEL. Anything not expressly set forth but Which is reasonably implied or necessary- for proper performance of the project shall be included. M. Writing style- Specifications are Written in the imperative mode. Except Where specifically intended otherwise, the subject of all imperative statements is the Contractor. For example, 'Provide tile' means Contractor shall provide tile.' PART 2 PRODUCTS Not Applicable To This Section PART 3 EXECUTION Not Applicable To This Section END OF SECTION Q PART 1 GENERAL 1.01 SUMMARY A. Provide direction, supervision, and coordination of Work: 1. Means, methods, techniques, procedures, and sequences 2. Supervisory personnel 3. Preconstruction conference 4. Weekly meetings; distribute minutes 5. Other meetings 6, Installation of Radio Equipment With NEXTEL B. Submit daily and special reports. C. Submit progress schedule, bar -chart type, updated Weekly. D. Prepare submittal schedule-, coordinate With progress schedule. E. Submit schedule of values. F. Submit schedule of required tests including payment and responsibility. G. Perform surveys: 1. Laying out the Work and verifying locations during construction. H. Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency, J. City approved plans shall be kept in a plan box and shall not be used by workmen, All construction sets shall reflect some information. K. Submit record drawings and specifications; to be maintained and annotated by Contractor as Work progresses. All revisions, addenda, and change orders are to be recorded therein. L. Submit payment request procedures. A. Project Name: NEXTEL COMMUNICATIONS - Site No. CA-5209 "SANTA ANA - Shelter Expansion" B. This facility is an unoccupied cellular telephone company equipment facility. C. The occupancy classification is public utility per P.U.C. Decision No. 86-06-058 and is exempt from handicap requirements per Title 24, Section 2-712(b) 5, As it pertains to the Americans With Disability Act (ADA), accessibility is not required since this is a nonoccupiable space and frequented only be service personnel per ADAAG Section 4.1.1.(5b). This space is not for human occupancy. D. Contracting documents, including but limited to: Instructions to Bidders, Bid Form, Agreement Form, Bonds, General Conditions, and Supplemental Conditions, shall be as supplied by NEXTEL to Bidders of record. This bidding document is not part of the Contract Documents unless specifically referenced in the OWner/Contractor Agreement. E. To obtain bidding documents contact: Mr. George Salas NEXTEL Communications 310 Commerce Drive Irvine, California 92602 Phone: (714) 368-3500 F. Submission of bids: Submit bids in compliance With requirements stated in Contract Documents as supplied by NEXTEL to Bidders of record, Submit Bid To: Mr. George Salas NEXTEL Communications 310 Commerce Drive Irvine, California 92602 Phone: (714) 368-3500 G. NEXTEL reserves the right to reject or accept any or all bids or to enter into negotiations with any Bidder, NEXTEL reserves the right to Waive any alleged breach of technicality. H. NEXTEL reserves the right to modify the Contact documents and rebid the project, if necessary, to meet its budgetary requirements. 1. Questions: During the bidding period, submit questions in Writing to the person named below. Questions shall be submitted only by Bidders of record. Questions will be answered in Writing and copies distributed to Bidders of record. Mr. Terry Lazzaro C.R. Carney Architects, Inc. 12841 Newport Avenue Tustin, California 92780 Phone: (714) 665-9500 Fax: (714) 665-9501 J. Site visit: A site visit is required to review the scope of Work and existing site conditions. NEXTEL Will arrange a bid Walk on site and notify Bidders of record. K. All existing conditions and dimensions are to be verified prior to submission of bids. Any discrepancies, conflicts, or omissions, etc. shall be reported to the Architect or NEXTEL in Writing before proceeding With any Work. L. Existing elevations and locations shall be verified in field prior to construction, If they differ from those shown on the drawings, the Architect and NEXTEL shall be notified in Writing such that modifications can be made to the drawings prior to the commencement of construction. M. Existing utilities: Locate all existing utilities Whether shown hereon or not and protect them from damage. Bear all related expenses for repair and replacement of utilities or other property damaged in conjuction With the execution of the Work. N. Any alteration to existing fire protection facilities Will require clearance and permits from the governing fire department and other agencies. END OF GENERAL INFORMATION PART I GENERAL 1.01 SUMMARY A. Project identification- NEXTEL COMMUNICATIONS Site No. CA-5209 "SANTA ANA - Shelter Expansion B. Project summary: 1. Abbreviated Written summary: Construction of a tenant improvement telecommunications site consisting of: an equipment room tenant improvement located in a first floor industrial building. 2. Existing building construction type: V-N (Sprinkled) 3. Major systems: Architectural, Structural, Plumbing, HVAC, Electrical. C. Particular project requirements: 1. Existing site conditions and restrictions: Coordinate With property owner. 2. Requirements for sequencing or scheduling: Coordinate with prope 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 3315-3317 W. HARVARD ST. SAWA ANA, CA 92704 ARCHITECT 0' S NO. C-11,9:80 05 �RER 12/31/ OF CAI 4 Z k M P11.11 Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 "Nag JOB NUMBER: DRAWN BY: 0411G SITE NUMBER: CHECKED BY: CA-5209 T.S.L. SITE NAME: DATE: SANTA ANA 8/5/04 SHEET TITLE SPECHCAMNS SHEET NUMBER V B. Prime surfaces and install topping following manufacturer's recommendations. C. Level surfaces to Within 1 /8" in 10'. D. Cure and protect. END OF SECTION ! ! .19"11411" PART 1 - GENERAL 1.01 SUMMARY A. Provide structural steel for building construction including sub -framing units Which are part of the general framing system. i lintels when art of r bearing fates bracing, Include anchors, bases , W , , gP 9 P structural framing, and detail fittings. B. Modify existing structural steel systems and components to accommodate remodelling and new work. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Steel shapes, plates, bars: ASTM A 36 or ASTM A 572, Grade 50. B. Steel pipe: ASTM A 53. C. Anchor bolts: ASTM A 307. D. High strength threaded fasteners: ASTM A 325. E. Non-metallic shrinkage resistant grout; Euclid Euco NS, L&M Crystex, Sonneborn Sonnegrout or acepted alternate. Compressive strength suited for project requirements. F. Shop finish for interior exposed structural steel: SSPC SP-6 cleaning; Tnemec Series 37 Chem -Prime, universal rust inhibitive primer, compatible With epoxy & urethane top coats or accepted alternate. G. Galvanized lintels: Hot dip galvanized ASTM A 123. H. }Melding: AWS D1.1. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with AISC codes and specifications, and With AWS "Structural Welding Code". B. Employ a registered engineer to check elevations and plumb and level tolerances; certify that installed Work is Within AISC Standards. Owner may engage testing/inspection agency to inspect Welded and bolted connections. C. Touch-up field Welds and abraded areas With shop primer. END OF SECTION SECTLC)N 05QO - COLD--FC&AW METAL. FRAMNG PART 1 - GENERAL 1.01 SUMMARY A. Provide cold -formed metal framing: 1, Loadbearing metal studs, 2. Non-ioadbearing sdteel studs. 3. C-shaped joists. B. Applications: 1. Axial load bearing Wails or partitions. 2. Exterior Wall panels. 3. interior Wall panels. 4. Floor and roof support. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, deflection criteria. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions, **Continued on SP-3** C. Place reinforcement according to checked and released drawings and in accordance With ACI 301 and ACI 315. 1. Accurately position, support, and secure reinforcement against displacement from formWork construcion or concrete placement and consolidation. Support reinforcing on metal chairs, runners, bolsters, spacers, and hangers. 2. Splices of reinforcing bars shall be Class B unless shown otherwise on the drawings. Splices shall be staggered. Full development length shall be provided across joints. 3. Locate reinforcement to provide concrete cover and spacing shown on drawings and specifications. 3" minimum cover in concrete formed against earth; 1-1/2" minimum cover in concrete above grade. 4. Install Welded wire fabric in maximum practical lengths. Lap adjoining pieces at least one full mesh plus 2", and a minimum of 8". Lace With tie wire. 5. Support all slab reinforcment at required depth and secure prior to placing concrete. Do not pull reinforcement up into fresh concrete as it is placed. Do not float reinforcing down into fresh concrete. 6. Welding of and to any reinforcement materials, including tack Welding of crossing bars, is prohibited. D. Concrete placement shall be in accordance with ACi 301 and ACI 304 and shall be carried out at such a rate that concrete previously placed is still plastic and integrated With freshly placed concrete. Concreting, once started, shall be carried on as a continuous operation until section is completed. No cold joints shall be allowed, unless othWerWise specified on foundation design drawing. 1. Prior to placing concrete, forms and reinforcement shall be thoroughly inspected. All wood chips, dirt, etc., shall be removed; all temporary bracing and cleats removed; all openings for utilities properly boxed; all forms properly secured in their correct positions and made tight. All reinforcement and embedded items shall be secured in their proper locations. All old and dry concrete and dirt shall be cleaned off and all standing Water and foreign matter removed. Vapor barrier and drainage underlayment in place. 2. All concrete shall be thoroughly consolidated and compacted by vibration, spading, rodding, or forking during the operation of placing and depositing in accordance With ACI 309. The concrete shall be thoroughly Worked around reinforcement, embedded items, and into corners of forms to eliminate all air and stone pockets. E. Finishing of slabs on grade shall be in accordance With ACI 302.1, Section 7.2, with a minimum of three troWelings, Slab finish tolerance as measured in accordance With ASTM E 1155 shall have an overall Test F number for flatness. FF = 20 and for level FL = 15. The min. local F number for flatness, FF = 15 and for level FL = 10 1. Trowel: Hard, smooth, uniform surface. 2. Broom: After trowel finishing, roughen surface by medium brooming perpendicular to traffic direction for exposed exterior Walks, steps, ramps, and stoops. 3. Edges: 1 /2" tooled radius at exposed slab edges. F. Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures and shall be maintained With minimal moisture loss at a relatively constant temperature for a period of time necesay for the hydration of cement and proper hardening of concrete. 1. Curing shall immediately follow finishing operations. Concrete shall be kept continually moist at least overnight. Immediately following initial curing and before concrete has dried, additional curing shall be accomplished by one of following materials or methods: a, Ponding or continuous sprinkling b. Absorptive mat or fabric kept conbuously Wet c. Non-absoptive film (polyethylene) over a previously splinikled surface d. Sand or other covering kept continuously Wet e. Continuous steam (not exceeding 150 degrees F) or vapor mist bath f. Spray -on curing compound applied in two coats, sprayed in perpendicular directions 2. Final curing shall continue until cumulative number of days or fraction thereof, not necessarily consecutive during Which temperature of air in contact With concrete is above 50 degrees F has totaled seven days. Concrete shall not be permitted to freeze during the curing period. Rapid drying at end of curing period shall be prevented. END OF SECTION PART 1 - GENERAL 1.01 SUMMARY A. Provide concrete floor topping over existing concrete slabs to repair and level floors and prepare surface for floor finishes. 1.02 SUBMITTALS A. Submit for review and acceptance product data and test reports. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland -cement based topping mix With minimum compressive strength of 3,500 psi; K-15 by Ardex or accepted alternate. PART 3 - EXECUTION 3.01 INSTALLATION A. Prepare surfaces in strict compliance With manufacturer's instructions and recommendations. Remove all oil and grease. 1. ACI 301: Specification for Structural Concrete for Buildings 2. ACI 305: Hot feather Concreting 3. ACI 306: Cold Weather Concreting 4. ACI 318: Building Code Requirements for Reinforced Concrete 1.03 SUBMITTALS A. Submit to NEXTEL concrete mix designs for all Work, prepared in accordance With ACI 301. B. Submit for record the jobsite record including date and time of placement, location, quantity, air temperature, cocrete temperaure, delivery slip number, and test cylinder sample numbers. Submit for record results of all cylinder tests. 1.04 INSPECTION A. Schedule all local jurisdiction inspections required for Work. B. Schedule all special inspections as specifically required by local governing agencies. C. Notify NEXTEL and allow opportunity to inspect reinforcment and subgrade prior to concrete placement. D. All testing and inspection agencies shall meet requirements of ASTM E 329. Tests of concrete shall be peformed by an ACI Concrete Field Testing Techician 1, or equivalent certification. E. All concrete structures shall be constructed at locations and in conformance With lines, grades, and dimensions shown on the drawings. 1.05 TESTING A. Field testing shall be performed by an independent testing agency. B. Take samples in accordance With ASTM C 172, C. Perform air content tests in accordance With ASTM C 173. D. Perform slump tests in accordance With ASTM C 143. E. Prepare and cure molded cylinders in accordance With ASTM mix for each day that concrete Was placed. F. Test molded cylinders in accordance With ASTM C 39. Test one cylinder at 7 days and the remaining cylinder at 28 days. G. Schedule Building Department inspections required for scope of Work. PART 2 - PRODUCTS 2.01 MATERIALS A. Reinforcing bars: ASTM A 615, Grade 60, new deformed billet -steel bars, plain finish. 1. All reinforcing bars shall be clean of all rust, scale, corrosion, or dirt. 2. Provide corner bars at all intersections. 3. All steel reinforcing laps in concrete shall be a minimum of 40 bar diameters. 4. Bars shall be bent cold. B. Reinforcing mesh: 6" x 6", #10 x #10 Welded Wire fabric, ASTM A 185. C. Concrete materials: As required for local conditions and work. Refer to geotechnical report. 1. Cement: Portland cement, ASTM C 150, Type 1, Use Type V cement in high sulfate soils. 2. Aggregate: Normal Weight aggregates, ASTM C 33. 3. Mixing Water: Potable. D. Admixtures, all with less than 1 % chloride ions: 1. Water -reducing type and superplasticizer as required for Workability; Euclid, Sika, L&M or accepted alternate. 2. Air -entraining type for use in exterior concrete and foundations exposed to freeze -thaw; Euclid, Sika, L&M or accepted alternate. E. Miscellaneous Materials: 1. Vapor barrier under slab on grade, 10 mil polyethylene. 2. Pea gravel under vapor barrier. F. Concrete Mixes: 1. Proportion concrete mix in accordance With ACI 301. 2. Provide minimum 28 day compressive strength as follows, unless moted otherwise on design drawings: 3000 psi for foundations and footings 3000 psi for slabs 3.01 INSTALLATION - .• i -.• i t• -r -.� r •� t r r t -� • • a t • •• r i t • •• • • i i'" l - •' t� • i t t ` t • • • • • • r r • -i i rr ^• 'i • si • • r • - r r i • t `• - • - 1. ANSi (American National Standards Institute) 2. IEEE (Institute of Electrical and Electronics Engineers) 3. NEC (National Electrical Code) 4. NEMA (National Electrical Manufacturers Association) 5. NESC (National Electrical Safety Association) 6. OSHA (Occupational Safety and Health Administration) 7. UL (Underwriters Laboratories, Inc.) 8. Applicable local codes and ordinances 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Ground conductors: Standard tinned solid bare copper, size as indicated in drawings. Maintain minimum bending radius per NEC. B. Ground rods: 5/8" diameter X 10'-0" long copper clad steel at 10'-0" minimum and 15'-0" maximum spacing. C. Grounding kits: Andrew #204989 Series. D. Substitutions of material and equipment shall be permitted only by written approval of electrical engineer. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine areas and conditions under Which electrical grounding and bonding are to be made and notify NEXTEL in Writing of any conditions detrimentral to proper completion of Work, Do not proceed With Work until unsatisfactory conditions have been corrected. 3.02 INSTALLATION A. Install electrical grounding and bonding systems in accordance with manufacturer's instructions, NEC's "Standard of Installation," and recognized industry practices to ensure that products comply With requirements. B. Coordinate With other electrical Work as necessary. C. Route grounding connections and conductors to ground and protective devices in shortest and straightest paths possible. D. Install ground cables to each driven rod 30" minimum below soil surface or 6" minimum below frost line, Whichever is greater, Backfill grounding trenches With clean soil compacted to 90% of standard Proctor density. E. Tighten grounding and bonding connectors, including screws and bolts, in accordance With manufacturer's published torque tightening values for connectors and bolts. Where manufacturer's torquing requirements are not indicated, tighten connections to comply With tightening torque values specified in UL 486A to assure permanent and effective grounding. F. Apply corrosion resistant finish to field connections, buried metallic grounding and bonding products, and places where factory applied protective coatings have been destroyed, and Which are subject to corrosion. Use No-Ox grease at bus bars. G. Test entire installation to determine that it is free from ground or shorts except Where grounds are required as part of system. H. install a minimum of three ground kits at coaxial cables, two at tower ground bars (top and bottom) and one at Waveguide entry port (external). Ground kits to include ground straps. Kits at antennas are mechanically attached to ground bar by two hole lugs. Ground coaxial cables at radio equipment cabinets. Mechanically attach grounding straps near turn toward cabinets to ground bar With No. 2 AWG solid, tinned, bare copper Wire by two hole lugs. J. Ground cable tray segments at both ends and to each other using No. 2 AWG solid, tinned, bare copper Wire. 3.03 FIELD QUALITY CONTROL A. Field tests: Use "Fall of Potential" method as described in literature accompanying Biddle brand earth resistance meter, 5 Ohm or less to ground. This test to be performed by others, coordinate With Work of this section. END OF SECTION PART 1 -- GENERAL 1.01 SUMMARY A. Provide cast -in -place concrete for general building construction, including, Without limitation: 1. Footings and foundations. 2. Slabs on grade. 3. Walkways, curbs, driveways and roadways. B. Refer to requirements of local jurisdiction or state highway department for improvements in public rights of Way. 1.02 REFERENCES A. The most current editions and addenda of the following publications are hereby included by rerfeeence. Except as modified by this specification or by the drawings, comply With applicable provisions of the following publications. NOTE: THIS SPECIFICATION CONTAINS DIVISIONS AND SECTIONS COVERING A FULL RANGE OF CONDITIONS FOR "TENANT IMPROVEMENT" CELL SITE CONSTRUCTION. THE DRAWINGS DEFINE SITE SPECIFIC REQUIREMENTS; APPLY THIS SPECIFICATION ACCORDINGLY. PART 1 - GENERAL 1.01 SUMMARY A. Provide selective demolition as required: 1. Remove designated portions of existing paving. 2. Demolish portions of exterior and interior Walls to allow passage of mechanical ducting and utility conduits, xi i roof insulation to expose 3. Remove portions of existing roofing and � p exsiting roof deck for radio cabinet and antenna screen mounts. 4. Protect portions of building adjacent to or affected by selective demolition. Repair to maintain existing fire ratings, separations, Watertightness, etc. 5. Remove abandoned utilities. 6. Remove and legally dispose of demolished materials off -site. 7. Notify property owner prior to shut-off of existing utilities. Cap off utilities to be discontinued in use. B. Asbestos and hazardous materials demolition, removal, or remediation Work is not part of this contract. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Use experienced Workers. 1.03 PROJECT CONDITIONS A. Immediate areas of Work Will not be occupied by property owner's personnel during selective demolition. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION 3.01 DEMOLITION A. Remove portions of existing elements to extent required to allow passage of mechanical ducts and utility conduits. Edges of holes to be neat. Do not damage building elements and improvements, Whether indicated to remain or not. items of salvage value and not included on schedule of salvage items to be returned to building owner may be removed from structure. Storage or sale of items at project site is prohibited. B. Do not close or obstruct streets, Walks, drives or other occupied or used spaces or facilities Without the Written permission of the building owner and authorities having jurisdiction. Do not interrupt utilities serving occupied or used facilities Without the Written permission of the building owner and authorities having jurisdiction. If necessary, provide temporary utilities. C. Cease operations if public safety or remaining structures are endangered. Perform temporary corrective measures until operations can be continued properly. 3.02 SCHEDULE A. Items to be removed from site by Contractor: None known B. Items to remain in place and protected for reuse: 1. Existing rooftop mechanical equipment. C. Items to be salvaged for reinstallation in this project: None known D. Items to be salvaged and delivered to building owner: 1. Light fixtures in existing storage room at Nextel T.I. E. Utilities requiring interruption, capping, or removal: None known END OF SECTION PART 1 - GENERAL 1.01 SUMMARY A. Provide and test electrical grounding and bonding systems, including but not limited to grounding electrodes, bonding jumper braid, and additional accessories required for a complete Working installation. Where materials or components are not indicated, provide products complying With NEC, UL, and IEEE requirements and With established induastry standards. B. Applications of electrical grounding and bonding Work include, but are not limited to the following: 1. Electrical power systems, 2. Grounding electrodes. 3. Ground bus bar (Interior, Exterior, Antenna, Master) 4. Service equipment. 5. Enclosures. 6. Cable tray. 7. Door frames. 8. HVAC Louvers 1.02 REFERENCES A. Most current editions and addenda of following publications are hereby included by reference. Except as modified by this specification or by drawings, comply With applicable provisions of 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 l ZI 3315-3317 W. HARVAW ST. SAWA ANA, CA 92704 1 ARCHITECT 1 i i I NZro iiiiii Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 1 APPROVALS 1 C.P.M. JOB NUMBER: DRAWN BY. 0411G J.J.R. SITE NUMBER: CHECKED BY; CA-5209 T.S.L. SITE NAME: DATE: SANTA ANA 8/5/04 SHEET TITLE SPEC ICATIONS c E. Restore or replace damaged components. Protect Work from damage. END OF SECTION SECTION 07620 - SHEET METAL FLASHING and TRIM PART I - GENERAL 1.01 SUMMARY A. Provide sheet metal flashing and components for building construction. 1. Formed metal flashing caps at equipment platforms. 2. Pitch pans. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Cap at equipment platform: 1. Steel: 20 gage galvanized steel, G90 galvanizing, ASTM A 525. B. Pitch pans: 1. Steel: 22 gage galvanized steel, G90 galvanizing, ASTM A 525. PART 3 - EXECUTION 3.01 INSTALLATION A. Follow recommendations of SMACNA "Sheet Metal Manual". Allow for expansion. Isolate dissimilar materials. B. Install materials and systems in proper relation With adjacent construction and With uniform appearance. Coordinate With work of other sections. C. Restore damaged components and finishes. Clean and protect Work from damage. END OF SECTION ILI, 1114"0- PART 1 - GENERAL 1.01 SUMMARY A. Provide roof accessories: 1. Roof hatches. 2. Coaxial cable roof ports. 1.02 SUBMITTALS A. Submit for review and acceptance shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Roof hatches: Prefabricated insulated single -leaf 14 gage galvanized steel units; Bilco or accepted alternate. B. Coaxial cable roof ports: Shop fabricate from 18 gauge galvanized sheet metal as indicated in drawings; self flashing. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with accessory manufacturers' instructions and recommendations. Coordinate installation with roofing system to ensure Weathertight performance. Anchor securely to structure to Withstand inward and outward loads. B. Isolate dissimilar metals to prevent galvanic corrosion, C. Test and operate units; clean, lubricate and adjust moving parts. Leave units ready for field painting. END OF SECTION B. Install vapor barrier over entire area of inside face of exterior Walls and elsewhere as indicated. Seal all seams and around perimeter and penetrations With duct tape to form a continuous vapor barrier free of holes. C. Protect installed insulation and vapor barrier. END OF SECTION SECTION 07240 - EXTERIOR INSULATION and FINISK, SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Provide exterior insulation and finish system, With colors, patterns, and shapes as indicated. 1.02 SUBMITTALS A. Submit for erevieW and acceptance samples, shop drawings, product data, mock-ups, Warranty. 1.03 QUALITY ASSURANCE A. Comply with goveming codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturers instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Acrylic polymer topcoat over expanded polystyrene, adhesive attached, EIMA Class PB; Omega Products Intemational "Akroflex" or accepted alternate. B. Plant -on shapes: Expanded polystyrene, soma as used in EIFS system, adfhesive attached. Build up to desired profile. PART 3 - EXECUTION 3.01 INSTALLATION A. Inspect substrate and report unsatisfactory conditions in writing; beginning Work means acceptance of substrate. B. Comply with system manufacturer's instructions and recommendations; admixtures shall not be used, Provide reinforced base and finish coats to provide a uniform appearance. Completely cover all insulation board including edges. Provide soft joints at all changes of substrate and at intervals suggested by manufacturers and at approved locations. Install areas of special patterns Where indicated on drawings. Clean and protect work. END OF SECTION PART 1 - GENERAL 1.01 SUMMARY A. Patch existing asphalt bitumen type bituminous built-up roofing system. 1.02 SUBMITTALS A. Submit for review and acceptance product data, Warranty. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers, Deliver, handle, and store materials in accordance With manufacturer's instructions. 1.04 WARRANTY A. Manufacturer's standard signed warranty indicating extent of warranty coverage. Warranty period is 10 years from date of substantial completion. New Work sholl not compromise existing roof Warranty. Contractor shall hire owner's roofing contractor when required. Roofing subcontractor shall furnish a maintenance agreement, co -signed by the Contractor, to maintain the roof in a Watertight condition for two years., PART 2 - PRODUCTS 2.01 MATERIALS A. Asphalt system; Celotex Corp, GAF or acepted alternate compatible With existing roof: 1. Roof flashing felts: 4 plies No. 15 asphalt saturated gloss fiber felts With mineral surface. 2. Interply bitumen: Roofing asphalt, ASTM D 312, type as required by slope. PART 3 - EXECUTION 3.01 INSTALLATION A. 'Inspect substrate and report unsatisfactory conditions in writing. Beginning Work means acceptance of substrate. Coordinate installation with other trades, including flashing and penetrating Work. B. Comply With NRCA Roofing and Waterproofing Manual and manufacturer's installation instructions. C. Clean, prime and prepare substrate. D. Begin roof installation only in presence of manufacturer's representative. a. Stealth Network Technologies "Series 525" and "Series 1525" (flame retardant): Cycolac GPX 3700 ABS resin. Fire retardant polyester resin system shall have a flame retardant rating of less than 25 When tested in accordance With ASTM E 84-97a and shall hove low smoke generation. Manufacturer's standard color. b. Ryan Herco "StrongWell Extren 525": Flame retardant isophtholic polyester resin system. Color: Haze gray. 2. Structural panels: Fiberglass reinforced ABS panels each face. Manufacturers' standard sizes and thicknesses. Flat or preformed comer shapes. Flame retardant Where required. Special surface treatment simulating brick, stucco, etc., as indicated in drawings. a. Stealth Network Technologies "Stealthskin" or "Stealthskin V" (flame retardant): Cycolac GPX 3700 ABS resin faces, adhered to extruded foam core With approved adhesive, grooved ends for foam splines. Flame Spead rating of 40 and Smoke Density rating of 420 per ASTM E 84-97a. Manufacturer's standard color. b. Ryan Herco "StrongWell Durashield": name retardant isophtholic polyester resin system With pultruded skin over polyurethane foam core. Tongue and groove joints at top and bottom, utilizing special supporting J1 Extren" structural shapes. Color: Haze gray, 3. Threaded fasteners: Fiberglass reinforced plastic threaded studs and hex nuts, diameter and length as indicated in drawings. a. Stealth Network Technologies: As supplied by manufacturer. b. Ryan Herco "Fibrebolt": Pultruded, machined, fiberglass reinforced vinyl ester studs With thermoplastic hex nuts. Color. brown. 4. Accessories: a. Extruded end caps over exposed foam surfaces; some material as panel faces. As supplied by manufacturers. b. Cap at post tops: Cut 1/4" fiberglass reinforced plastic plate to profile of end of all post tops; epoxy into place to exclude Water from inside post. C. P- -.r,,insporcrit Polyur(,-horic pain-,, cornpa-lilbic with suhs-rol-c. VO(' cornpliont to k"co *ty, PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with manufacturer's installation procedures and tolerances, Do not install cracked or damaged parts. Cover out or exposed foam surfaces With extruded edge caps. B. Employ a registered engineer to check elevations and plumb and level tolerances. NEXTEL may engage testing/inspection agency to inspect bolted connections. C. Posts to be continuous from base to top of top screen beam. Miter corners of top and bottom screen beam at outside of posts; make neat hairline joints. D. Use epoxy at all threaded connections per manufacturer's recommendations. Tighten and torque treaded connections per manufacturer's published values. E. Touch-up damaged coatings per manufacturer's instructions. F. Apply RF transparent paint Where scheduled in accordance with painting section. Application method and dry film thickness per manufacturer's recommendations. G. Test completed installation for RF transparency. Correct defective Work to satisfaction of NEXTEL END OF SECTION .1 .0 PART I - GENERAL iv SUMMARY A. Provide building insulation of blanket type as applicable, 1. Roofs and attics (interior), fiberglass bott. 2. Exterior stud Walls, fiberglass or mineral fiber batt. B. Provide vapor barrier at equipment room perimeter. 1.02 SUBMITTALS A. Submit for review and acceptance product data, test reports, 1.03 QUALITY ASSURANCE A, Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Blanket/butt type insulation: Unfaced, paper -faced (vapor barrier), and foil -faced (vapor barrier) glass fiber blanket insulation types; Owens Coming Fiberglass Corporation or approved equal. B. Vapor barrier: 10 mil clear polyethylene sheet. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation With adjacent construction. Coordinate With work of other sections. Provide full thickness in one layer over entire area, tightly fitting around penetrations. DIV. 6 - WOOD and PLASTICS SECTION 06= - ROtX:9I CARPENTRY PART I - GENERAL 1.01 SUMMARY A. Provide rough carpentry Work: 1. Wall sheathing. 2. Backing panels for utilities. 1.02 SUBMITTALS A. Submit for accepted alternate product data. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Plywood, APA rated for use and exposure: 1. Wall sheathing: APA sheathing, C-D plugged, exterior, fire -retardant treated, 1/2" thick. 2. Backing panels: APA C-D plugged interior With exterior glue, fire -retardant treated, 1/2" thick. B. Air infiltration barrier 6 mil polyethylene or DuPont Tyvek or accepted alternate. C. Wood treatment: 1. Fire -retardant treatment: Pressure impregnated, to comply with AWPA C20 for lumber and AWPA C27 for plywood; provide Where indicated and Where required by code. Do not use fire -retardant treatment containing ammonium phosphates. PART 3 - EXECUTION 3.01 INSTALLATION A. Plywood: Comply With recommendations of APA Design and Construction Guide - Residential and Commercial. B. Set Work plumb, level and accurately cut. C. Install materials and systems in accordance With manufacturer's instructions and approved submittals. Install materials and systems in proper relation With adjacent construction. Coordinate With other Work, D. Comply With manufacturer's requirements for cutting, handling, fastening and working treated materials. E. Restore damaged components. Protect Work from damage. END OF SECTION SECTION 06600 - PLASTIC FABRICATIONS PART I - GENERAL 1.01 SUMMARY A. Provide fiberglass reinforced plastic structural shapes and panels for equipment and antenna screens. Include anchors, bracing, plates, and detail fittings. 1.02 SUBMITTALS A. Submit for review and acceptance product data and test reports. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. 1.04 REFERENCES A. All fiberglass reinforced plastic parts shall comply With provisions of the following publications and tests referenced therein as applicable: 1. City of Los Angeles Research Report #25400 2. County of Los Angeles R & R log #1090 3. Manufacturers' published literature PART 2 - PRODUCTS 2.01 MATERIALS A. Provide fiberglass reinforced plastic structural shapes, plates, and structural panel skins made by pultrusion process, Provide threaded fasteners made of fiberglass reinforced plastic. All materials shall be transparent to electromagnetic emissions, non-conductive, corrosion resistant, and shall have a UV inhibitor. Materials shall not exhibit or develop fiberblooming, cracking, grazing, or reflection. Materials shall be flame retardant Where indicated in drawings, B. Materials shall be as manufactured by Stealth Network Technologies, Inc., (800) 755-0689, or Ryan Herco, (800) 423-2589. Confirm product acceptability to local jurisdiction. 1. Structural shapes: Manufacturers' standard shapes and plates as indicated in drawings. SECTION 05" - COLD -FORMED METAL FRAMING (Continied) PART 2 - PRODUCTS 2.01 MATERIALS A. Steel: 1. 16 gauge and heavier: Conforming to ASTM A 653/A 653M; 50,000 psi yield strength. Galvanized in accordance With ASTM A 924, G60, 2. 18 gauge and lighter: Conforming to ASTM A 653/A 653M-, 33,000 psi yield strength. Galvanized in accordance With ASTM A 924, G60. 3. B. Components: 1. C-shaped studs. 2. Punched channel type studs. 3. Steel joists, C-shaped type. 4. Miscellaneous materials: Stud manufacturer's standard runners, clip angles, shoes, reinforcements, fasteners, blocking, lintels. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance With manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate With work of other sections. B. Comply with installation requirements of Metal Lath/Steel Framing Association Lightweight Steel Framing Systems Manual. ASTM C 955 and ASTM C 1007 for 18 gauge and heavier material and ASTM C 645 and ASTM C 754 for 20 gauge and lighter material. C. Restore damaged components. Protect Work from damage, END OF SECTION SECTION 05500 - METAL FABRICATIONS PART I - GENERAL 1.01 SUMMARY A. Provide miscellaneous metal items fabricated from heavy gage ferrous metals and not provided with structural steel system: 1. Equipment curbs and supports. 2. Equipment screens and supports. 3. Miscellaneous framing and supports. 4. Reinforcement at openings fabricated of standard steel shapes. B. Provide prefabricated aluminum ladder. 1.02 SUBMITTALS A. Submit for review and acceptance shop drawings, 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Materials: 1. Steel plates, shapes, and bars: ASTM A 36. 2. Unistrut: ASTM A 570 GR 33; ASTM A 653 GR 33. 3. Bolts: ASTM A 325. 4. Fasteners: Zinc coated fasteners designed for loading and use. 5. Grout: Non -shrink non-metallic grout, Euco NS by Euclid Chemical Co. or accepted alternate. 6. Concrete inserts: Galvanized ferrous castings, B. Ladders: Comply With ANSI A14.3. C. Galvanized ferrous metal items at exterior Wall and Where exposed to weather; I coat primer (shop -applied) elsewhere. 1. Galvanizing: Hot dip galvanize ferrous metal items ater fabrication per ASTM A 525. 2. Primer; Tnemec 10-99, PPG Inhibitive Metal Primer, Rustoleum Rusty Metal Primer, or accepted altemate. 3. Galvanizing repair paint, zinc rich primer; Tnemec, PPG, ZRC Chemical Products or accepted alternate. PART 3 - EXECUTION 3.01 INSTALLATION A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job; allow for cutting and fitting if field measurement not practical. B. Form Work true to line With sharp angles and edges. Weld continuously, grind flush and make smooth on exposed surfaces. C. Install Work plumb and level With hairline joints and ground flush Welds. D. Touch-up damaged coatings With shop primer and galvanize repair paint. E. Paint items scheduled in accordance With painting section. END OF 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITEmAUMBER CA-5209 SANTA M-A - SHELTR DWANSION SITE ADDRESS 3315-3317 W. HARVARD ST. SANTA ANA, CA 92704 I ARCHITECT I -T7 NO. I REIN. ' d>,r� ,� �)� or CURRENT ISSUE D. ISSUED FOR: NEXi Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 APPROVED BY: IIIIIIIII M111111 11101TRX0 =11 LEASING ZONING M JOB NUMBER: DRAWN BY: 0411G Si-R. SITE NUMBER: CHECKED BY: CA-5209 T.Sl. SITE NAME: DATE: SANTAANA 8/5/04 SHEET TITLE SPECHICA11ONS I SHEET NUMBER I 41 = 1. Wall base: 4" high, 1/8" thick, matte finish. 2. Wall base profile: Coved at resilient tile. 3. Corners: Field -formed, 4. Adhesive: Waterproof. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply With manufacturer's instructions and recommendations. Install in proper relation to adjacent work. B. Prepare surfaces by cleaning, leveling and priming as required, Test adhesive for bond before general installation. Level to 1/8" in 10' tolerance. C. Tile flooring: Install tile With tight joints and With non -directional pattern. Layout to prevent less than 1/2 tile units. D. Install base and accessories to minimize joints. Install base with joints as for from corners as practical. E. Clean, polish, and protect. END OF SECTION PART 1 - GENERAL 1.01 SUMMARY A. Provide surface preparation and painting for all unfinished interior and exterior surfaces, including electrical and mechanical equipment With shop primed surfaces. B. Provide surface preparation and painting for existing surfaces and items in areas of remodeling. 1.02 SUBMITTALS A. Submit for review and acceptance samples, product data, extra stock. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions, PART 2 - PRODUCTS 2.01 MATERIALS A. First -line standard products for all systems by Dunn-EdWards, Frazee, ICI, Sherwin-Williams, Tnemec, or aaccepted alternate. Match color chips selected. B. Exterior paint systems: 1. Concrete, stucco and masonry: Primer, 1 coat, acrylic latex (flat finish), 2 coats. 2. Concrete masonry units: Block filler, I coat; acrylic latex (flat finish), 2 coats. 3, Ferrous metal: Zinc chromate primer, 1 coat; alkyd enamel (gloss finish), 2 coats. 3. Ferrous metal (high performance): Epoxy primer, 1 coat; epoxy, I coat; catalyzed urethane (gloss finish), 1 coat. 4. Galvanized metal: Galvanized metal primer, I coat; alkyd enamel (gloss finish), 2 coats. 4. Galvanized metal (high performance): Epoxy primer, I coat; catalyzed urethane (gloss finish), 1 coat. C. Interior paint systems: 1. Concrete, stucco and masonry: Primer, 1 coat; interior latex (flat finish), 2 coats. 2. Concrete masonry units: Block filler, 1 coat; interior latex (flat finish), 2 coats, 3. Drywall and plaster: Latex primer, 1 coat; interior latex (flat finish), 2 coats, 3. Drywall and plaster (heavy duty): Latex primer, I coat; water -based epoxy (semi -gloss finish), 2 coats. 3. Drywall and plaster (high performance)- Latex primer, 1 coat; polychromatic vinyl copolymer (multi -color finish); Zolatone or approved equal. 4. Drywall and plaster (for Wallcovering): I coat oil -based sealer or enamel undercoater. 5. Ferrous metal: Alkyd metal primer, 1 coat; alkyd enamel (semi -gloss finish), 2 coats. 5. Ferrous metal (high performance): Epoxy primer, I coat; catalyzed urethane (gloss finish), 2 coats. PART 3 - EXECUTION 3.01 INSTALLATION A. Inspect surfaces, report unsatisfactory conditions in writing; beginning Work means acceptance of substrate, B. Comply With manufacturer's instructions and recommendations for preparation, priming and coating Work. Coordinate With work of other sections. C. At existing areas to be repainted, remove blistered or peeling paint to sound substrates. Remove chalk deposits and mildew and Wash all surfaces With mild detergent, Perform related minor preparation including caulk and glazing compounds. Spot prime bare areas before priming and painting as specified. D. Match approved mock-ups for color, texture, and pattern. Re -coat or remove and replace Work that does not match or shows loss of adhesion, Clean up, touch up and protect Work. END OF SECTION A. Provide gypsum dryWall Work including metal support systems: 1. Interior walls, partitions, and ceilings. 2. Remodeling at existing gypsum dryWall construction. 3. Insulation in gypsum dryWall construction. 1.02 SUBMITTALS A. Submit for review and acceptance product data. 1,03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which hove been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Tolerances: Not more than 1/16" difference in true plane at joints between adjacent boards before finishing. After finishing, joints shall be not be visible. Not more than 1/8" in 10' deviation (non -cumulative) from true plane, plumb, level and proper relation to adjacent surfaces in finished Work. C. Fire resistance: Provide fire -rated assemblies Where indicated in drawings With ratings as determined by ASTM E 119, PART 2 - PRODUCTS 2.01 MATERIALS A. Gypsum board: 1. Interior use: ASTM C 36, 5/8" thick regular, Water resistant, fire resistant, and foil -backed types as required; U. S. Gypsum, Gold Bond Div. National Gypsum, Domtar Gypsum or accepted alternate. B. Steel studs: 3-5/8" deep, 25 gage screw -type steel studs, ASTM C 645 unless heavier gage or depth is required for span or load. D. Fasteners: ASTM C 514 and ASTM C 646. Provide Type S bugle head screws at interior. Provide additional anchors and fasteners as required. E. Ceiling suspension and furring materials: Steel runners and galvanized hanger wire. F, Joint reinforcement. ASTM C 587 paper or fiberglass tape and ready -mixed vinyl compound. G. Accessories: Galvanized steel corner beads, casing beads, control joints; U. S. Gypsum 800 series as applicable. H. Acoustical insulation: Unfaced mineral fiber batt insulation cut to full center -to -center stud dimension; Owens Corning Fiberglas or accepted alternate. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply With ASTM C 840 and GA 216 - "Recommended Specifications for the Application and Finishing of Gypsum Board." Fill Wall and ceiling cavities With insulation. Except as otherwise indicated, extend fire -rated partitions to underside of deck above ceiling and extend other partitions at least 6 inches above ceilings. Include blocking for grab bars, accessories and similar items. B. Provide fire -rated systems Where indicated and Where required by authorities having jurisdiction. C. Install boards vertically at Walls. Do not allow butt -to -butt joints and joints that do not fall over framing members. D. Provide insulation full height and thickness in partitions, between different occupancies, and Where required. E, Install trim and 3-coat joint treatment in strict compliance with manufacturer's instructions and recommendations. Joint treatment is required at all fasteners and edges between boards. Fill all surface defects. Sand between and after joint treatment coatings and leave ready for finish painting or Wall treatment. END OF SECTION SECTION 09650 - RESEW FLOORING PART 1 - GENERAL 1.01 SUMMARY A. Provide resilient flooring and baseboard trim. 1.02 SUBMITTALS A. Submit for review and acceptance samples, product data, extra stock, 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years, Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Provide materials and adhesives Which do not contain asbestos. PART 2 - PRODUCTS 2.01 MATERIALS A. -rile flooring: 1. Vinyl composition tile: 12" by 12" by 1/8"; Imperial Excelon by Armstrong World Industries or accepted alternate. Color as selected by NEXTEL. 2. Match existing tile flooring with new materials. B. Accessories: E. Astragals., Pemko 357SP, through bolted. F. Surface mounted automatic door bottoms. Pemko 4131CRL or accepted alternate. G. Door bottom sweeps: Pemko 318AV or accepted alternate. H. Closers: LCN 4010/4110 Series or accepted alternate. J. Automatic flush bolts. Glynn -Johnson FB-31P with DPI spring loaded dust proof strikes at sill, or accepted alternate. K. Door trim: Kickplates, armor plate, plastic plates; Brookline or accepted alternate. L. Wall bumpers. Glynn -Johnson 50W or, accepted alternate. M. Floor stops: Glynn -Johnson FB13 or accepted alternate. N. Thresholds: Pemko or accepted alternate. Clear anodized aluminum. P. Weatherstripping: Pemko 303AS. Q. Smoke seals: Pemko S88, black color. R. Finish: US 32D (630), Satin stainless. S. Electric hinges and strikes: Per NEXTEL security requirements. PART 3 - EXECUTION 3.01 INSTALLATION A. Follow guidelines of DHI "Recommended Locations for Builder's Hardware for Standard Steel Doors and Frames" and hardware manufacturers' instructions. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation With adjacent construction and with uniform appearance. Coordinate With Work of other sections., C. Adjust operation, clean and protect. END OF SECTION D M V IVI SI 0 N 9 - FI NI S H E S SECTION 09UO - PORTLAND CEMENT PLASTER PART I - GENERAL 1.01 SUMMARY A. Provide plaster and loth systems for Walls. 1. Portland cement plaster, for exterior use. B. Patch existing ploster at areas of remodeling. 1.02 SUBMITTALS A. Submit for review and acceptance product data. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland cement plaster: 3 coat, ASTM C 926, White portland cement With smooth troweled base and prepared finish coat for finish to match existing; U. S. Gypsum or accepted alternate. B. Metal lath and furring: Screw attached self -furring diamond -mesh steel loth and furring: 1. Exterior use: Hot dip galvanized finish With asphalt saturated felt backing, C. Accessories: Galvanized steel corner beads, casing beads, control joints, expansion joints, trim. D. Bonding agent for plaster patching: Compatible With substrate, PART 3 - EXECUTION 3.01 INSTALLATION A. Install portland cement plaster in accordance With ASTM C 926, 3-coat plaster, and in accordance with manufacturer's instructions, B. At plaster patching, prepare surface to sound substrate, apply bonding agent and patching materials in accordance with manufacturer's instructions. C. Install metal trims at perimeters and joints. At scratch coat form full keys, At second and third coats, ensure tight contact between coats, Tool edges at Windows, doors, other openings to small V to control spoiling. D. Clean adjacent surfaces soiled during installation. Touch-up damaged surfaces. Protect Work from damage. END OF SECTION PART I - GENERAL 1.01 SUMMARY DIVISION 8 - DOORS and W.W INDOW S SECTION 08110 - STEEL DOORS and FRAMES PART 1 - GENERAL 1.01 SUMMARY A. Provide steel doors, B. Provide hollow metal door frames. C. Relocate and remodel existing doors. 1.02 SUBMITTALS A. Submit for review and acceptance product data. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Doors: 1-3/4" thick flush doors. 1. Interior doors: SDI-100 grade 11, heavy-duty, model 3 or 4 seamless construction, 18 gauge ASTM A 366 or A 568 cold -rolled steel. 2. Exterior doors: SDI-100 grade 111, extra heavy-duty, model 3 or 4 seamless construction, insulated 16 gauge ASTM A 526 steel with ASTM A 525 G60 galvanizing. B. Frames: Cold -rolled steel sheet, gauge as follows* 1. Interior frames: 16 gauge up to 5' wide, 14 gauge over 5' Wide. Knock-doWn type, mitered corners. 2. Exterior fromes: 14 gauge ASTM A 526 steel With ASTM A 525 G60 galvanizing, Fully Welded, mitered corners. C. Finish: Rust -inhibiting primer, point Summit grey. D. Fire rating: UL labeled, fire -rated assembly Where required. PART 3 - EXECUTION 3.01 INSTALLATION A. Fabricate Work to be rigid, neat and free from seams, defects, dents, Warp, buckle, and exposed fasteners. Install doors and frames in compliance with SDI-100, NFPA 80, and requirements of authorities having jurisdiction, B. Provide thermally improved doors With maximum U-value of 0.24 Btu/hr/sq.ft./degree F (ASTM C 236) for all exterior doors and elsewhere as noted. C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and ASTM E 413) Where indicated. D. Hardware: Prepare doors and frames to receive hardware on final schedule. Provide for 3 silencers on single door frames; 2 on double door frames. E. Shop Finish: Clean, treat and prime point all Work With rust -inhibiting primer comparable With finish paint specified in Division 9 section. Provide asphalt emulsion sound deadening coating on concealed frame interiors. F. Touch-up damaged coating and leave ready to receive finish painting. END OF SECTION SE 08710 ® OR HARDWARE PART 1 - GENERAL 1.01 SUMMARY A. Provide finish hardware for swinging doors. 1.02 SUBMITTALS A. Submit for review and acceptance product data and hardware schedule proposed for use based on NEXTEL's requirements. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. , Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Hinges, butts and pivots: Full -mortise, 5 knuckle ball -bearing type; Stanley FB8168 or accepted alternate. B. Locksets and latchsets: Heavy duty, tomperproof, mortise type (commercial): Simplex Unican 1000-28 push button combination auxiliary lock With core key override (per Nextel EBTS). C. Lock cylinders and keying: Interchangeable -core pin tumbler lock cylinders and nickel silver keys. D. Coordinators- Glynn -Johnson COR65 or accepted alternate. PART I - GENERAL 1.01 SUMMARY A. Provide UL Listed and Fire Marshal approved firestopping insulation and caulking to prevent passage of flame and products of combustion through concealed spaces, openings between and around floors, and in fire -rated assemblies. 1.02 SUBMITTALS A. Submit for review and acceptance product data, test reports. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Firestopping insulation: 1. Blanket firestopping, mineral fiber type; Thermofiber Safing Insulation by U. S. Gypsum or accepted alternate. 2. Ceramic blanket: Ceramic wool With 2300 degrees F temperature rating. B. Caulking; CP-25WB+ Fire Barrier Caulk by 3M or accepted alternate. PART 3 - EXECUTION 3.01 INSTALLATION A. Review extent of Work With authorities having jurisdiction and obtain approval of installation thicknesses and methods. B. Sequence Work to avoid need for removal of firestopping by Work of other trades, C. Comply with manufacturers' instructions and recommendations. Securely anchor insulations with safing clips. install firestops without gaps or voids. D. Protect, inspect and repair Work until final acceptance. END OF SECTION PART I - GENERAL 1.01 SUMMARY 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITE NUMBER CA-5209 SANTA ANA - SHELTER IDWANSION SITE ADDRESS 3 -3317 W. HARVARD ST. 315 SANTA ANA, CA 92704 I ARCHITECT I CURRENT ISSUE DATE: ISSUED FOR: 6. " 9 4� I ,MAIL A. Provide sealant at intersection of building components and at control and expansion joints. I i 1.02 SUBMITTALS A. Submit for review and acceptance, product data. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Joints designed for expansion and movement conditions at site: 1. Exterior joints on vertical surfaces: Non -sag polyurethane; Pecora Dynatrol 11 or Tremco Dymeric or accepted alternate. 2. Interior joints: Acrylic latex; Tremco Acrylic Latex or accepted alternate. 3. Precompressed expanding sealant tape; Emseal PC -SA or accepted alernate. 4. Primers, bond breakers, and backer rods compatible With sealant and adjacent surfaces. PART 3 - EXECUTION 3.01 INSTALLATION A. Examine substrate; report unsatisfactory conditions in Writing. Beginning Work means acceptance of substrates. B. Provide sealant in colors as selected from manufacturer's standards. C. Install materials and systems in accordance With manufacturer's instructions and accepted submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate With work of other sections. Clean and prime joints, and install bond breakers, backer rods and sealant as recommended by manufacturers. D. Depth shall equal width up to 1/2' Wide; depth shall equal 1/2 Width for joints over 1/2" Wide. E. Cure and protect sealant as directed by manufacturers. Replace or restore damaged sealant. Clean adjacent surfaces to remove spillage. Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 APPROVALS APPROVED BY: I INITIALS DATE A UZ "I JOB N OB NUMBER: DRAWN BY: 0411G J.J.R. SITE NUMBER: CHECKED BY: CA-5209 T.S.L. SITE NAM DATE: S S ANTA ANA 8/5/04 SHEET TITLE SPECRICA11ONS B. Install Waveguide enclosures and associated items as indicated in drawings. C. Install coaxial cable and terminations between antennas and pad mounted electronic equipment per manufacturer's recommended standards of practice. Weatherproof all connectors between antenna and electronic equipment per manufacturer's requirements. Terminate all coaxial cable I foot in excess of equipment location unless otherwise noted. 3.02 ANTENNA AND COAXIAL CABLE GROUNDING A. Panel antenna coaxial cables shall have a minimum of four (4) approved ground kits With grounding straps installed on each cable. All ground kits to bus bars connections shall be made using two hole lugs. Ground kits shall be installed in straight runs of coaxial cable Within 6 inches of cables' change in direction or entrance into Waveguide, B. Weather seal all exterior No. 6 green ground Wire "daisy chain" connections With Andrew coon nector/splice Weatherproofing kit Type #221213 or approved equal. C. Install all coaxial cable grounding kits on straight runs (not Within bends) on coaxial cable prior to any downward sweeps. 3.03 COAXIAL CABLE IDENTIFICATION A. Provide identifictaion and uniform marking of antenna cabling. Markings shall be made by use of 3 meter colored, I inch Wide tape affixed at four places on the coaxial cable run. 1. First, at end of coaxial cable nearest antenna (at connection of coaxial cable and jumper). 2. Second, at a point outside the equipment pad prior to connection to radio equipment, 3. Third, inside radio equipment cabinet, at a point on coaxial cable approximately 10 inches from the Waveguide entry port. B. Color code coaxial cables as shown in drawings. 3.04 TESTING A. Provide four (4) copies of antenna and coaxial cable sweep test results to NEXTEL Sweep tests shall be performed as per NEXTEL standard field coax test procedure. END OF SECTION PART 2 - PRODUCTS 2.01 MATERIALS A. Conduit: Rigid galvanized metal conduit, intermediate metallic conduit, electrical metallic tubing for concealed interior raceways, flexible metal conduit, and rigid nonmetallic conduit as required. Provide 3-piece box connection for secondary ground path. B. Exposed metal raceways by Wiremold, Walker Parkersburg or approved equal Where wiring cannot be concealed. C. Boxes: Providegalvanized steel outlet, junction and pull boxes sized to meet requirements of National Electrical Code. Provide coverplates as required. D. Conductors and Wiring: 600-volt insulation type THWN or THHN copper Wiring for branch circuits. Conductors AWG No. 12 shall be solid. Conductors AWG No. 10 and larger stranded. Minimum conductor size AWG No. 12. Green ground conductor in all raceways, Other sizes as required by service intended. E. Lighting: (4) Surface mounted, Wrap -around interior fluorescent lights (two 48", 40W Worm White lamps With interior switch), acrylic lens covers, one piece prismatic; (1) exterior mounted incandescent light With photocell and interior switch, emergency exit light; illuminated exit signs. Lithonia or accepted alternate. F. Receptacles: (4) Duplex receptacles, 20A/125V and (1) dedicated fourplex receptacle at telco board, 20A/125V. G. DC Power Circuits: (4) pigtailed in a box (4) - 240VAC/20A dedicated circuits With #12 go. feeds. Provide 8' lead per circuit. H. Panelboards as required by National Electrical Code. 1. Receptacle for standby generator: Install NEXTEL provided receptacle. J. Transformers: High voltage transformers suitable for building requirements. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials in proper relation with adjacent construction and With uniform appearance for exposed Work. Coordinate with Work of other sections. Comply with applicable regulations and building code requirements. B. Comply With National Electrical Code and building code requirements. Maintain continuity of circuits required to supply new or existing equipment in service. C. Group multiple junction boxes, telephone and electrical outlets together on Wall not more than 6" apart. Avoid back-to-back box locations. D. Test all systems for proper operation. Restore damaged finishes. Clean and protect Work from damage. Coat bus bars With No-Ox grease. END OF SECTION J WIft"11041"Orl-Im lo Oxwlili to • 14 PART 1 - GENERAL 1.01 SUMMARY A. Install antennas and associated hardware as furnished by NEXTEL, B. Install coaxial cable furnished by NEXTEL. C. Grounding of coaxial cables. D. Sweep test. E. Certain materials and products Will be furnished by NEXTEL: refer to Division 1, General Requirements in this specification, for a list of these items. Pick up and deliver to site all NEXTEL furnished items. 1.02 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. B. Performance requirements: When finished, Work shall be in a complete and undamaged state. PART 2 - PRODUCTS 2.01 MATERIALS A. Antennas: Panel antennas and associated hardware as furnished by NEXTEL. B. Coaxial cable: As furnished by NEXTEL. C. Cable entry plate "Waveguide": Microflect B1118, 4" dia, 4x4 configured, 16 ports With caps and tower light penetration. D. Waveguide enclosure: As furnished by NEXTEL. E. Coaxial cable grounding kits: Andrew #204989 Series. F, Weatherproofing kit: Andrew #221213. PART 3 - EXECUTION 3.01 INSTALLATION A. Install antennas and associated mounting hardware per manufacturer's recommended standards of practice. J. Grilles and registers: Units With approved face and frame design, gaskets, and baked enamel finish by Krueger, Agitair, Titus or accepted alternate. K. Fan coil units: 22 gauge galvanized steel With seamless copper tube and aluminum fin coil by Trane, Carrier, Airtherm or accepted alternate. L. Condenser units: Trane, Carrier, or accepted alternate. Provide neoprene isolator pads. M. Controls: 1, Automatic temperature control system by Honeywell, Johnson Controls or accepted alternate. Thermostats and aquastats as required. Thermostat to activate alarm if temperature exceeds 85 degrees F or falls below 55 degrees F, 2, Leod/Lag control panel., Allow either alternating or simutoneous operation of fan coil/condenser units. N. Access panels: Metal units with locks by Karp, Milcor, Nystrom or accepted alternate, Configuration and trim as required by finish Wall surface. PART 3 - EXECUTION A. Install materials and systems in accordance With manufacturer's instructions and accepted submittals. Install materials in proper relation With adjacent construction and With uniform appearance for exposed Work. Coordinate With Work of other sections. Comply With applicable regulations and building code requirements. B. Support piping properly. Pitch to drain points. Install With pipe expansion loops, mechanical expansion joints, and anchors. C. Install shutoff valves on each piece of equipment on Water supply. D. Install ductWork in accordance With SMACNA recommendations. Seal duct seams With sealer. Provide splitters and balancing dampers. Provide fire dampers and automatic smoke and fire dampers Where required. ' Provide flexible connectors and inlet and discharge connections. Clean before testing and balancing. E. Clearly label and tog all components. F. Test and balance all systems for proper operation. G. Restore damaged finishes. Clean and protect Work from damage. H. Instruct NEXTEL personnel in proper operation of systems. END OF SECTION PART I GENERAL 1.01 SUMMARY A. Provide electrical systems including: 1. Power. 2. lighting. 3. Receptacle for mobile standby generator. 4. Manual transfer switch. 5. Grounding system. B. Include primary service, transformers, grounding, Wiring, conduits, and raceways and all accessories. C. Provide telephone outlets With cutout, box and pull string only. D. Modify and extend existing service to accommodate new Work. Remove existing systems and Wiring that are abandoned. E. Maintain fire alarm system in operation during construction. F. Coordinate with property owner's room uses to provide adequate system for all contract areas. G. Coordinate location of new Work to avoid interference With location of existing ducts, fire sprinklers, outlets, switches, and light fixture locations. Notify property owner prior to construction of conflicts that cannot be resolved. H. Coordinate schedule of telephone outlet completion With property owner's communications requirements and installer as applicable. J. See electrical drawings or additional requirements. 1.02 SUBMITTALS A. Submit for review and acceptance product data and record documents. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similar service for three years. Use experienced installers, Deliver, handle, and store materials in accordance With manufacturer's instructions. C. Comply W regulations. ZE D. Sleeves and escutcheons: Galvanized Wrought iron. Where uncovered pipes pass through finished areas, provide heavy chromium escutcheons. E. Covering and insulation: For water supply piping provide flexible foamed tubing by Owens Corning or Armstrong Armaflex, size to suit location, or accepted alternate. Seal joints vapor tight. Insulate valves and fittings including Water service piping With equal thickness of pipe insulation. Provide 18 gauge protection saddles between insulation and pipe hangers. Comply With fire hazard regulations. F. Valves and shut -offs: Full size bronze gate valves for Water branches. Provide drainage valves. Provide units by Hammond, Jenkins, Nibco or accepted alternate, G. Access panels: Metal units With locks by Karp, Milcor, Nystrom or accepted alternate. Configuration and trim as required by finish wall surface. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance With manufacturer's instructions and approved submittals. Install materials in proper relation With adjacent construction and with uniform appearance for exposed Work. Coordinate With Work of other sections, Comply with applicable regulations and building code requirements. B. Support piping properly, Pitch to drain points. Install with pipe expansion loops, mechanical expansion joints, and anchors. C. Install shutoff valves on each piece of equipment on Water supply. D. Clearly label all valves and components, E. Sterilize water distribution system. Flush and test all systems for proper operation. Adjust system to prevent Water hammer. F. Restore damaged finishes. Clean and protect Work from damage, G. Instruct NEXTEL personnel in proper operation of systems, END OF SECTION I A LOW Z I oil I I L01 PART I - GENERAL 1.01 SUMMARY A. Provide mechanical systems including: 1. Ventilating system including fans, sheet metal Work, registers, grilles and diffusers. 2. Air conditioning system including refrigerant and condenser units and fan coil units With lead/log control. 3. Temperature controls. 4. Testing, adjusting and balancing. 5. Access panels. B. Modify and extend existing service to accommodate new Work. Relocate existing components as required for new system. C. Coordinate with property owner's room uses to provide adequate system for all contract areas, D. Coordinate location of mechanical systems to avoid interference With location of other systems. Notify property owner prior to construction of conflicts that cannot be resolved. E. See mechanical drawings for additional requirements. 1.02 SUBMITTALS A. Submit for review and acceptance product data, record documents. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. B. Arrangement of systems indicated on the drawings is diagrammatic, and indicates the minimum requirements for mechanical work, Site conditions shall determine the actual arrangement of systems. Take field measurements before fabrication. Be responsible for accuracy of dimensions and layout. Overhead ductWork shall be laid out to obtain maximum headroom. PART 2 - PRODUCTS 2.01 MATERIALS A. Piping: Schedule 40 seamless black steel, ASTM A 53, Grade A,* Type L copper pipe ASTM B 88; Schedule 40 PVC with solvent joints as applicable to class of service required and applicable regulations. B. Valves: Provide valves required by service intended including gate, globe, check, and ball valves. Provide valves by Kennedy, Crone, Nibco or accepted alternate. C. Hangers and supports: Comply With ANSI B31.1. F. Components-, Automatic air vents, thermometers, pressure gauges, expansion joints, regulating valves, air separators, expansion tanks, and pumps as required. G. Sheet metal Work and accessories: Comply With SMACNA Duct Manual and Sheet Metal Construction for Ventilating and Air Conditioning Systems. H. Fans and air handling units: Designed for service intended by Cartier, Trane, Penn Ventilator or accepted alternate. PART I - GENERAL 1.01 SUMMARY A. Provide portable fire extinguishers and mounting brackets Within a 75 foot travel distance to all portions of site and 30 foot travel distance in areas With flammabe liquids. 1.02 SUBMITTALS A. Submit for review and acceptance product data. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products of acceptable manufacturers that have been in satisfactory use in similar service for three years, Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Fire extinguishers: UL listed and labeled units, 2A:I0B:C rated: 1. Multi -purpose dry chemical type; Larsen's MP5 or accepted alternate, B. Mounting brackets- Manufacturer's standard bracket and accessories, as supplied With extinguisher. 1. Surface -mounted. PART 3 - EXECUTION 3.01 INSTALLATION A. Install With Wall -hung brackets at locations and heights indicated and acceptable to authorities having jurisdiction. B. Install materials and systems in accordance With manufacturer's instructions and accepted submittals. Install materials and systems in proper relation With adjacent construction and With uniform appearance. Coordinate With Work of other sections. C. Restore damaged finishes and test for proper operation. Clean and protect Work from damage. END OF SECTION MJAT5470"! 71 MW I Tb %k 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 ullivilgad 111 Z1 ARCHITECT oe �ssri A R!� V,!r C4,pf CURRENT ISSUE DATE: AM 28, 2005 04:� A PART I - GENERAL �� ' 1.01 SUMMARY NE)risirI A. Provide plumbing systems including supply, Waste and vent systems for: 1. Water supply piping. 2. Condensate drain piping. 3. Refrigerant piping. B. Modify and extend existing service to accommodate new Work. Remove existing systems and piping no longer required. C. Coordinate With property owner's room uses to provide adequate system for all contract areas. D. Coordinate location of plumbing systems to avoid interference With location of structure and other building systems. Notify property owner prior to construction of conflicts that cannot be resolved. E, See mechanical drawings for additional requirements. 1.02 SUBMITTALS A. Submit for approval product data, record documents. 1.03 QUALITY ASSURANCE A. Comply With governing codes and regulations. Provide products Of acceptable manufacturers Which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance With manufacturer's instructions. B. Arrangement of systems indicated on the drawings is diagrammatic, and indicates the minimum requirements for plumbing Work, Site conditions shall determine the actual arrangement of runs, bends, offsets, and similar items. Take field measurements before fabrication. Be responsible for accuracy of dimensions and layout. Overhead piping shall be laid out to obtain maximum head room. PART 2 - PRODUCTS 2.01 MATERIALS A. Provide plumbing systems components and all required accessories including shut -offs and clean -outs. Provide components that prevent back-siphonage or cross -connections. B. Water piping: Type L seamless hard drawn copper tubing assembled With solder fittings. Support piping With grade to drain to drainoff cocks. C. Hangers: For cast iron, provide heavy wrought iron pipe hangers, brackets or clamps at 5' intervals. Fasten With lag screw or With expansion shields as applicable. For Water piping, provide adjustable Wrought iron copper plated hangers at 6' intervals maximum. Provide hangers to allow for full thickness of insulation. Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 APPROVED BY: INITIALS DATE LANDLORD LEASING ZONING RP C.P.M. JOB NUMBER: DRAWN BY: 0411G J.J.R. SITE NUMBER: CHECKED BY: CA-5209 T.S.L. SITE NAME: DATE: SANTA ANA 8/5/04 SHEET TITLE SPECRICATIONS An r CHE MIC A L C LA SSIFICA T I ON FOR M Project: Nextel Communications, Site # CA-5209 "Santa Ana" Address: 3315-3317 West Harvard Street, Santa Ana, CA COMMON CHEMICAL % CASE MATERIAL QUANTITY QUANTITY IN USE LOCATION HAZARD CLASSES NAME NAME FORM STORED (OPEN v. CLOSED) (STORAGE & USE) 21.6 GALLONS STAND BY POWER SULFURIC ACID %LFURIG ACID 2.1 1664-413-01 SOLID O (12 BATTERY MAXJ MAX # OF BATTERIES CORROSIVE / TOXIC', CLOSED 12 138 LBS. STAND BY POWER LEAD LEAD 11-16 14341-42-1 SOLID O (12 BATTERY MAX) MAX # OF BATTERIES TOXIC CLOSED 12 EX15TIN& ADJACENT BUILDING EXISTING ADJACENT BUIL ...a.®.mmmomm..m . . 258.38' PROPERTY LINE HARVARD i . BATTERY NOTE: BATTERY MF6. POWER BATTERY MODEL No. GSL-12100 ELECTROLYTE CONTENT PER BATTERY 1.5 6ALLONS ELECTROLYTE HAZARD GLA551FIGATION CORROSIVE PER 11 U.F.G. No. OF BATTERIES TO BE INSTALLED 16 TOTAL ELECTROLYTE CONTAINED ON 51TE 20.8 6ALLON5 QUANTITIES OF 500 6AL. OR LESS ARE EXEMPT PER TABLE 3-E OF THE 2001 C.B.G. SINGLE VESSEL CAPACITIES OF 20 GAL. OR LESS, AND A66RE6ATE OUANTITIES NOT IN EXCESS OF 100 6AL. ARE EXCEPT PER ARTICLE 64 OF THE 2001 G.F.C. OUANTITIES IN EXCE55 OF AMOUNT5 EXEMPT BY ARTICLE 64 OF THE 2001 G.B.G. SHALL BE PROVIDED WITH HAZARDOU5 MATERIAL IDENTIFICATION 516N5 PER 2001 C.F.C. ARTICLE 80 ANY C.HAN6E5 OR ADDITIONS TO BACK-UP BATTERIES MUST COMPLY WITH 2O0I C.F.G. ARTICLE 64, AND SHALL NOT CONTAIN ELECTROLYTE QUANTITIES IN EXCESS OF 500 6ALLON5 TOTAL BATTERIES ARE NON -SPILLABLE TYPE ABSORBED ELECTROLYTE CELLS AND CONTAIN NO FREE LIQUIDS A, EXISTING ADJACENT BUILDING EXISTING COMMERCIAL n2 w 10-ft OCCUPANCY GROUP: F _ _ _ . _ CONST.: TYPE V-N 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITE NUMBER CA-5209 SANTA ANA - SHELTER EXPANSION SITE: ADDRESS 3315-3317 W. HARVARD ST. SANTA ANA.. CA 92704 1 ARCHITECT 1 qtj) MC11 N�P U� * NO, C-11980 REN.12/31/05 OF CA4� � CURRENT ISSUE DATE: MAY 19, 2005 DEPARTMENTISSUED FOR: HRE CORRECTIONS I NE) fiv �i• Nextel EX15TIN& ADJACENT BUILDING EXISTING ADJACENT BUIL ...a.®.mmmomm..m . . 258.38' PROPERTY LINE HARVARD i . BATTERY NOTE: BATTERY MF6. POWER BATTERY MODEL No. GSL-12100 ELECTROLYTE CONTENT PER BATTERY 1.5 6ALLONS ELECTROLYTE HAZARD GLA551FIGATION CORROSIVE PER 11 U.F.G. No. OF BATTERIES TO BE INSTALLED 16 TOTAL ELECTROLYTE CONTAINED ON 51TE 20.8 6ALLON5 QUANTITIES OF 500 6AL. OR LESS ARE EXEMPT PER TABLE 3-E OF THE 2001 C.B.G. SINGLE VESSEL CAPACITIES OF 20 GAL. OR LESS, AND A66RE6ATE OUANTITIES NOT IN EXCESS OF 100 6AL. ARE EXCEPT PER ARTICLE 64 OF THE 2001 G.F.C. OUANTITIES IN EXCE55 OF AMOUNT5 EXEMPT BY ARTICLE 64 OF THE 2001 G.B.G. SHALL BE PROVIDED WITH HAZARDOU5 MATERIAL IDENTIFICATION 516N5 PER 2001 C.F.C. ARTICLE 80 ANY C.HAN6E5 OR ADDITIONS TO BACK-UP BATTERIES MUST COMPLY WITH 2O0I C.F.G. ARTICLE 64, AND SHALL NOT CONTAIN ELECTROLYTE QUANTITIES IN EXCESS OF 500 6ALLON5 TOTAL BATTERIES ARE NON -SPILLABLE TYPE ABSORBED ELECTROLYTE CELLS AND CONTAIN NO FREE LIQUIDS A, EXISTING ADJACENT BUILDING EXISTING COMMERCIAL n2 w 10-ft OCCUPANCY GROUP: F _ _ _ . _ CONST.: TYPE V-N 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITE NUMBER CA-5209 SANTA ANA - SHELTER EXPANSION SITE: ADDRESS 3315-3317 W. HARVARD ST. SANTA ANA.. CA 92704 1 ARCHITECT 1 qtj) MC11 N�P U� * NO, C-11980 REN.12/31/05 OF CA4� � CURRENT ISSUE DATE: MAY 19, 2005 DEPARTMENTISSUED FOR: HRE CORRECTIONS I NE) fiv �i• Nextel Communications 310 Commerce Drive Irvine, California 92602 Ph. (714) 368-3500 Fax (714) 368-3501 APPROVALS APPROVED BY: INITIALS DATE LANDLORD LEASING ZONING RF E /P JOB NUMBER: DRAWN BY: 0411G J.J.R. SITE NUMBER: CHECKED BY: CA-5209 T.S.L. SITE NAME: DATE: SANTA ANA 8/5/04 SHEET TITLE SITE PLAN CEILINGPLAN SCALE 114"=Y-V N A-2 A 14 1i . � V A-4 A-4 TYR -? 4 ti3 . j.�:1� : \.. N ry C4 ® - _ _ - 7 tJ 15" WIDE GABLE LADDER !D a I'-6" A.F.F. w/ 3/8" DIA. A-4 V RODS @ 12" O/C IPPED BEAM w15/6" TYPE 'X" . OVER, SEE FRAMING PLAN Z-l9 BATT IN5ULATION AND PROVIDE IF REQUIRED I-HR. RATED 5/6" TYPE "X" CEILING 4GE MOUNTED FLUORESCENT MIRES, TYPICAL OF 4, SEE ;AL DRAWINGS 12 - A-4 ti 8 / A-4 51MP. ECGO WELDED TO 12' x BO 1/4" THK. PLATE 4 BOLTED TO EXIST. GONG. TILTAF WALL I II s•� FRAMING PLAN SCALE 1/4»=1,-0# 1/2" CV-X PLYWOOD OR MATCH I EX15TIN6 W/ 8d 0 6' O.G. END AND BOUNDARIE5 W/ 12' O.C. FIELD EX15TING FULL HEIGHT DEMI5ING WALL TRACE OF EXISTING NEXTEL EQUIPMENT TO BE REMOVED PROTECT -IN -PLACE EX15TINt INTERIOR wALL5, TO REMAIIP TRACE OF PROP05ED NEXTEL U.L. LISTED ------ _ A-4 RADIO EQUIPMENT BY-MOTOROLA- NEw WALL m/ 5TU05 PER WALL A56EMBLY B, PAINT GYPSUM BOARD _- TO MATCH EXISTING INTERIOR BUILDING WALL5 NI EXISTING COLUMN --------- TRACE OF PROPOSED NEXTEL MECHANICAL FAN (OIL UNITS, SEE MECHANICAL j r' DRAWINGS NEw BEAM PER FRAMING PLAN A-4 EXIST. 2x C.J.'5, VERIFY WAGING AND t 5 �� DIRECTION IN FIELD - ` I A-4 -. ` /\ NEW C.J.5 PER FRAMING PLAN A r 2x RIM J015T 3 VERIFY R-IQ BATT INSULATION 0 CEILING -- DBL. 2x TOP PLATE AND PROVIDE IF REQUIRED -- -- 7 PROVIDE 16" WIDE CABLE LADDER A-4 SUSPENDED 0 I'-6" A.F.F. wl 5/5" DIA. THREADED RODS @ '72n OJG VERIFY 5/6" TYPE "X" GYP. Bq. CEILING- 4 PROVIDE IF REQUIRED Ix4 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURES, TYPICAL OF 6, SEE ELECTRICAL ORMINC EXIST. WALL W/ STUDS PER WALL EXiS TING ASSEMBLY A a NEXTEL i NEw WALL hV STUDS PER WALL EQUIP. i RM. i ASSEMBLY B, PAINT GYPSUM BOARD 1 QFFNCEILOBB�t TO MATCH EXISTING INTERIOR TRACE OF PROP05ED NEXTEL --- —} 298 SQ. IH"' . BUILDING wALL5 A-4 MECHANICAL FAN COIL UNIT5, 5EE MECHANICAL DRAWINGS i a TRACE OF PROPOSED NEXTEL U.L. a LISTED RADIO EQUIPMENT BY 5 >13 i "MOTOROLA" A-4 f i i EXISTING t i PARKING OFFICE I I 1 177, ° d e AREA CONCRETE SLAB, SEE LEASE /r�� ,/�\�/�� /\\\/\ D \/!\%\j\/�\,� PLAN Ex15TING CONCRETE FOOTING\\,,�\\,\\\/\\\ SECTION A . �_, SCALE. a�2 1-0 0 2 4 8 GRAPHIC SCALE 0 2 4 8 A GRAPHIC SCALE �`-� L _ 25.-1. I I BATT/ I I RF I I FUT I I I PUT I REGT 1 1 550 1 856# 1 V�1 B t 1 &# I 1 1.1112# 1 �.--d F--d 1 F-.-d LT- --� I EXP I I FUT I I FUT I I GG 1 1 856# I 1 656# 1 1 85b# I 1 343# 1 �--d k--d F--d FBI - J I RF I I FUT I I FUT I 1850 1 1 856# 1 1 8'56# 1 A L.__ J L --.J F.-_d I FUT I Ie5%#1 L.--J r LEAD / HI/LO i A I F/G I LAG_ (T) TEMP F/G 1 TEL 1168# I 1168# I C_� ED ED BOA D I_-_J t1 � I LEASE AREA PLAN i 2 4 8 GRAPHIC SCALE A/G DATA C SC • 114"=1r-1Y OR of %0001- L00401 LOOP - DEMOLISH EXISTING WALL AS REO'D ONLY FOR NEW ROOM, SEE LEASE AREA PLAN, SHORE EXIST. G.J.5 A5 REQUIRED FOR NEw BEAM EX15TI% DOOR TO BE REMOVED, IN -FILL EXISTING OPENING PER LEASE AREA PLAN BELOW PROTECT -IN -PLACE EXISTING EXTERIOR WALL, TO REMAIN EXISTING DOOR TO REMAIN EXISTING GENERATOR PLUG TO REMAIN PROTECT -IN -PLACE EXISTING EXTERIOR WALL, TO REMAIN 12841 Newport Avenue Tustin, California 92780-2711 (714) 665-9500 Fax (714) 665-9501 SITEmAUMBER CA-5209 I� SHELTER ! SITE I ADDRESS 3315-3317 W. HARVARD ST. SANTA ANA, CA 92704 ARCHITECT ARCylr INFILL EXISTING DOOR OPENING wl CMU 2 * NO. C-11980 BLOCK WALL, PROVIDE PLASTER FINISH A-4 ® EXTERIOR, COLOR 4 TEXTURE TO REN 12l31/D5 MATCH EXI5TIN67 BUILDIN6rr7� PROVIDE WALL MOUNTED 2AI05C FIRE EXTINGUISHER / 2 l CURRENT ISSUE DATE: VERIFY EXIST. 3010 (20 MIN. RATED) MAY 19, 2005 HOLLOW METAL DOOR 4 FRAME wl NEXTEL ACCESS LOCK, 5ELF CLOSER 4 SMEP ISSUED FOR: 1'`--PROTECT- IN -PLACE EXIST. NEXTEL GEN PLUG, TO REMAIN FIRE DEPARTMENT C(*RECTItJNS ---GLEAN 4 PREPARE EXISTING CONCRETE A2 SLAB AT PROPOSED NEXTEL SUITE AS REQUIRED TO RECEIVE NEW 12"xl2" VCT RESILIENT FLOORING BY "ARM5TRONG" w1 4" BASE PER SPECIFICATION5- ADHERE TO ff \ SLAB PER MANUF. SPEG'5 NE) NEw WALL w/ STUDS PER WALL 1 A55EM13LY B, PAINT 6YP5UM BOARD T A-4 MATCH EXI5TIR6 INTERIOR BUILDING WALLS EXIT DOOR NOTE: EXIT DOORS MALL BE OPERABLE FROM THE Ne x tel Communications o a INSIDE WITHOUT THE L15E OF A KEY OR SPECIAL 310 Commerce Drive KNOWLEDGE. PROVIDE SELF -RELEASING Irvine, California 92602 Ltd �KIISb%b G IU A II O� .A I TADD dRS. ', . 11pp "�'� Ph. (714) 368-3500 WALL LEGEND Fax (714) 368-3501 FIRE SPRINKLER NOTE: FA]EXISTING INTERIOR FULL HEIGHT 5TUD WALL W/ GYP. SEPARATE DRAwING5 FOR ANY MODIFICATIONS APPROVALS BD. FIN15H AND / OR ADDITION5 TO THE EX15TING N.F.P.A. PROP05ED I-HR. RATED INTERIOR PARTITION WALLS A STANDARD 13 AUTOMATIC, FIRE SPRINKLER APPROVED BY: INITIALS DATE SYSTEM SHALL BE SUBMITTED TO THE FIRE 2x4 STUDS � I6" O/C wi R-13 BATT. iNSUL. w/ (ij DEPARTMENT FOR REVIEW AND APPROVAL LANDLORD LAYER 5/8" TYPE "X" GYPSUM BD. B/S PRIOR TO THE COMMENCEMENT OF ANY WORK ON C\C EXISTING CONCRETE TILT -UP EXTERIOR WALL OF THE EXISTING FIRE 5ti21NKLER 5Y5TEM5 LEASING BUILDING UP UP ZONING RF BATH PROVIDE 5ELF-ILLUMINATED EXIT 1 RM. 516N ABOVE NEW DOOR, 'BETALUX PROTECT -IN -PLACE EXISTING E/P 2 -E MODEL #111" OR EQ., MOUNT TO 1 CHAIN LINK FENCE, TO REMAIN WALL ADJACENT TO DOOR ► C.P.M. REPLACE EXISTING O.H. ROLL -UP AREA OF PROP05ED NEXTEL i DOOR w/ NEw O.H. ROLL -UP TENANT IMPROVEMENT, SEE ' ; i .�` DOOR TO INCLUDE NEw 3010 EXISTING WAREHOUSE LEASE AREA PLAN ABOVE ; < MAN DOOR, SEE EXIT DOOR NOTE ABOVE JOB NUMBER: DRAWN BY: s� r EX15TING ANTENNAS ATOPJ.J.R. i f r� II MONOPOLE TO REMAIN iI I SITE NUMBER: CHECKED BY: I �`: II . _ , UN(HANGE0 - �_ -� �� "_' = _ ' � CA--5209 T.S.L. I 'X L J L K--- EXISTING CHAIN LINK FENCE, TO � � SITE NAME: DATE: � rr 1 REMAIN SANTA ANA 8/5/04 �. rr ._._._._ , tl EXISTING WAREFK)USE ` . _ . _ . _ EXISTING NEXTEL MECHANICAL UNITS TO BE REMOVED AND ENLARGED SITE PLAN �� O,-,�. 0 4 8 16 ::. GRAPHIC SCALE 44 NORTH REPLA(ED, SEE MEGH. PLANS SHEET TITLE PROTECT -IN -PLACE EXI5TING LEASE AREA PLAN / DEMO PLAN / NEXTEL MONOPOLE REFLECTED CEILING PLAN SHEET NUMBER l / V k lrn ' 251/2" OSED WALL AT —�� PROPOSED NEXI'M RADIO EWIPMENT 20 112" NEXTEL LEASE AREA, SEE LEASE AREA PLAN ON 2x TOP PLATE w/ (2)- 16d INTO ----- MWE W aRM), TIE DOY�1 PER 6R. SPECINCATIC- Ml=NrMIN. ---_�.�.__ ��--- ---- __ —.-------- --- — SHT. A--2 R> rug i ur f A/G D/ v � � t MIN. (1) ANCH 13OLT a EAC44 1 CORNER- SEE EB.ONI o a o 0 4 NEW 18" SGt. x I8' I I ! I E � ! # # # _ s� � s�� ;: <<:r; €< PAD I 1,`!12# I CA.'S PER FRAMIN6 PLAN, 5EE E SECTOR i �— — 4 FO FOOTING �T-- -- _�J ! — ` � I M. II 11415 SK. FOR ALT. NEX�'EL PORTS (I C.R.CARNEY �� Ui �u-r I�r�: GONDI11ON RADIO BOLr EQIIIPMENr DIRECTLY TO EXIST. BAND) ! ! I I ( EXISTING CONT. FOOTING, 134 ( � .. ':.:. r ...:. .. -� .... ECIIIPMENT f CONG. SLAB � EACH GOR1�t w/ 5/8'4� � SECTOR 2 ARCHITECTS # _ �I1 _��` _ �j YERIr Y SIZE AND � 1 �> i :; :: LOCATION IN FIELD E ISO HILTI "KWIK BOLT II f EMS 3 MfN. a � PORTS (2 _ R u r Ui I !� " " (I G.B.O. $4627, C.OL.A.RR 226) DO ,_� 1„ I I I I r<' S56# 855(9# 8 6# `: S/8 TYPE X GYP" WARD NOT DRILL INTO EXIST. 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SS.:i:•i:?:<•,..,:;:::::::::....:.rv: a:v:.v:.v:.•...,^:. %ii:i�vv:�`:::i%i:'v::;?:S•i:•i:%i':?%i:iL'v::C%?`.:i::i: itY:::: ,•iuliu::::u''i:':.:::•:i„`:::�C�::tij�::iY'r,�:u'Y•::'::5.{_:;:j::�'�i}'•ti::;.,::2:;:`;::::}ti:::::%:`::r:i.ric•.`o4"li'r''y'••':?'aL'iu3::.aLu•.vaua.viuY•: Ai?•+:x :vi:. r::x•iii^:i. IawY•aYu.. maw asM. railaati+aa +.+sw 1 6P5-I i 1 Tustin, California 92780-2 1 7 (714) 665-9500 Fax (714) 665-9501 EXISTIN& CONT. FOOTING, ::<:_: VERIFY 517E AND ! IG ! �EAD l HVLO ::< : LOCATION IN FIELD 1 1�8# ! ,A� (7 ��(MF, 16 # I � ; PROVIDE S18" TYPE "X" 6YP5UM HOARD O/ STUDS � BOTH 51DE5 Q q I I d I I a � � u _ 6P5-2 0 0,1, 0 z o SITE NUMBER ��,•�U7CO j 11 L_ J I.� ___ —� _VVI^ri`.L/:??;y EXi5T1NG PAD FOOTING, --- - —___ - ..'� d ._d A L1 Q. `'lJ_q.lu Q i- d. � � ,`�,I•�` CA-5209 VERIFY 517E AND LOCATION ��`�` IN FIELD LAND I/2" PLYWD. GD-x STD. 5HT'6 w/ 8d NA115 6 D.G. H.N. E.N. 1ST. t.�IG. SLAB (V.I.F) MIGROFLEGT (#8144'1) 4 WAVEWIDE ENTRY (VIEW FROM IN5{DE 51TFJ SANTA ANA — Si-RTER EXPANSION ADDRESS 4��jSITE 12' Q.G. P.N. 11NA►VEGt1.1iDE ENTIX � 2�A L E i � 33'15-33t W �V� ST . . SCALE: J�` FOUNDATION PLAN ;_p=s 13 EQUIPMIENT BOLTING 1 /4*t � � f� _ari 1 1 � SAWA ANA, CA 92744 EXIST, 2X G.J., ADD 5IMPWN 'U" 6P5 ANTENNA I - I BAND YELLOW HANGER w/ 1bd x 3-{/2" LONG 6P5 ANTENNA 2 - 2 BADS �W EXIST. NEW NAIL-5 PROVIDE R-15 BATT. INSULATION, ANTENNA I ARCHITECT gtip ARO SAFETY GLOC,aURE: SEE FLOOR PLAN 1/2" PLYWD. CID-X STD. SHT16 w/ PItX)O 11NISTf#JT FOR SEISMIC 8d NAILS 0 b" O.G. B.N. # EN. BRACING IN TWO DIRECTIONS (12' O1G 3 BANDS RED ANTENNA 2 I BAND GREEN ANTENNA 4 AND Q0 O.G. FN. PROVIDE 5/6" TYPE "X't GYP" MAX) TO NEW GYP. W. 0-6. W/ 5/ro I BAND WHITE ANTENNA 3 ,<c. BOARD O/ STUDS BOTH SIDES' HOLT5 3 BANDSI BAND 81.rUE B.N. B.N. NO. C-1t980 TSHOT 2x4 P.TD.F. SILL PL. w/ .145 " PINS 52" O.G. (1.G.B.O. ,. — NEW CE1LN6 .FOIST W 5/6' TYPE 'X' GYP. ice. CL6. ATCAC� ANTENNA 3 ANTENNA 4 3 BANDS BLUE m I BAND WHITE C I HAND ORANGE REN. 12/31/O5 T OF CAt�� 2x RIM JOIST w/ SIMPSON EN. #2588) ` I �— " AGHaRS INTO GL�. ANTENNA 2 5 BANDS GREEN ANTENNA I 1 BAND RED A 35 ®24" O.G. E.N. EXIST. GONG. SLAB - , NR„� CURRENT ISSUE DATE: A,I'RI. 28, 2015 (2) a 2x TOP PLATE Q � r SECTOR 2 2xb G.J.'S 0 24" O.G. w/ 0ryLU HAWS-ER �I011lillR�W! d MP10�/Illilll�lli�l@'�Y�IYYiIA'�YI{I� ®�®I ■ r � I I 1 M P.5IMP dh ANTENNA ANTENNA 2 BEAM PER PLAN \N. �! ""' 3/6" 0 THREADED ROD i 12' OX 2 SANDS RED 2 BANDS ISSUED FOR: 2x RIM J015T W(4)-16d MAX. SPAGiN6) ANTENNA 4 ANTENNA 3 PLAN (MCK RES mn7AL EACH BAY 1 BAND WHITE 2 BAJC* BLUE 2x a 16" O.G. CABLE LADDER 2 BANDS ORANGE t� 118 BEAM AT CEILING srcAl_E: 1,, , 1� WALL SECTION SCALE:10 318°� I.A6 BOLT INrO Fx GE11IN6 COAX �uV1 A �1 SCA�E:a 1-1 /2 1 —0 . 1 1 /2" — 1'-0" JOIST ABOVE ��IVV 1 I�.Jj 1 1 _ _2 r NE)rE a ^` V 5EE AL50 DETAIL #10 2x BLOGKIN5 , ' J i FOR MORE INFORMATION 2x TOP PLATE, w/ (2)- 16d INTO EX15T1N6 KALL :... EACH F,J. ABOVE "'-�---SPRING NUT _ ._. Ibd 16!t O.G.PM FRAMIN6 PLAN, SEE `� AdRE Krr Nex#el Communications DTL.11O T1415 5HT.FOR ALT. 310 Commerce Drive CONDITION �WT W LOCK NEW bx14 BEAM Irvine, California 92602 NEW PLYYVD - SEE PRA+MI N6 EN.'``''---�. _ 3/S sop THREADI;U ROD O/C O/G _ (or 5-I/4"xl4" P5L I.GB.O,# 44141) Ph. i714I 368-3500 B.N. MAX. SPAGN6) Fax {714) 368-3501 S/8" "X" GYPSUM HOARD N54 2 X BLOCKING . 0ELIN6 O/ JOIST5 @ 8/5� 5{MP50N EGGf APPROVALS `• Ifi1) SLOT`W K*16ER CLIP APPROVED BY: INITIALS DATE 1/2" PLYNID. GD-�X STD. SFM& w1 (T2' O/G MAX SPACING) 8d NAILS ® 6" O.C. H.N. 4 E.N. LANDLORD AND 12" O.G. F.N. LEASING G LADDER SWO THREADED ROD ZONING `° - -- PROVIDE 5/8" "X" 6YPSIIM �r-W '` - --PROVIDE S/8' TYPE "X" 6YP5UM RF BOA O/ 2x STUDS SCAce Y CAP (r'PPJ HOARD O/ 2x STUDS 0 5/5 r COLUMN PER FRAMIN6 PLAN, ElP SEE ALSO DETAIL #4 C.P.M. 9 BLOCKING W SCALE: AL SECTION SCALE: CABLE LADDER SCALE: "� BEAM TO WALL SCALE. 1-1/2" = 1'—(3" _ 1 1/2. = 1' Q" 1 1/2" = 1'-0" / 1 1/2" — 1'-0" o\', a PL OD AT CEILINGPROVIDE 5/6' TYPE "X" 6YP5UM BOARD O/ 2x 5TUD5 ® 5/5 JOB NUMBER: DRAWN BY: B.N. o4i�G 2x w/ .145"0 5HOT PINS 16" O.G. f+EW COLUMN t'ER FRAeM1N6 PLAN ,�.,�.�. SITE NUMBER: CHECKED BY: B . _ 1�N A�u EXIST. GONG. TILT-�P �.---- CA-5209 T.S.L. v: A IE---5AW-GUT EXIST. SLAB A5 a. O_ 1 Ir:EfIU{RED SITE NAME: SANTA ANA DATE: 8/5/04 AIM • - .. a ' RW a I TYPICAL ALL ND:'a #4 @ 24" O.G., M#BW 6" Q a d� AND EXTEND Ib" w/ EPDXY (l,GB.O. t45), 1AL _. _ 4 ° . 5EGT10N tlAf! d 4 , d 4 ,d a . d.. 2x P.T.D.F. 51LL PL. SHEET TITLE 1 T{ON 15 I { __. ° a. t° NEW REAM PER PLAN 12"gq; x 1I4" Ti�K. PL. W(4)-5/8"d� �'.:.4. ' . a a 4, ARCHITECTLAZAL HAMS . MATCH EXIST. U51N6 6" OR F "' RED A 4 a d a �... d :. :..VMT. 8" G.MU. w/ #4 DONEL 0 24" O.G. y p _.__... Q EMBED 4" MIN, (I.G.B.O. # 1512) .. V d Q - a a AND HORIZ. e G INE O d.. a e ' 51 ' N EGGO d- 4 t{7 5fl6" 4 EXIST. GONG. TILT4 P WALL SHEET NUMBER NEW FAD f=00TINC9 A-4 SCALE: SCALE: SCALE: 201 L SECTION F-0" E ALL AM TO WALL L�,!! 1-1 /2" = 1 1-1 /2" = 1'-0" 3" v 1'—C„