The URL can be used to link to this page

Home My WebLink About2200 FARADAY AVE; CS; CB031405; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB031405 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2200 FARADAY AV CBAD Tl C!.~ Sub Type: Lot#: Status: Valuation: 2121203400 $60,000.00 Construction Type: COMM 0 NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: SPRINT Plan Approved: BTS EQUIPMENT W/ ANTENAS Issued: Applicant: MORA SCOTT 7365 MISSION GORGE RD SAN DIEGO 92120 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Fees: $720.32 $392.56 $0.00 $255.16 $0.00 $0.00 $12.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: E QB P-1 LL C ATTN: CHAD CARPENTER 800 SILVERADO ST#300 LA JOLLA CA 92037 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF PFF (CFD Fund) License Tax. License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Total Payments To Date: $255.16 Balance Due: ISSUED 05/13/2003 MDP 09/15/2003 09/15/2003 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 $0.00 $0.00 $0.00 $0.00 $0.00 $720.32 $465.16 4130 09/15/03 0002 01 02 CGP 465"16 PPROVAL 7 --~2-0~ Date: ---t------'b'=----/ Clearance:------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. FOR OFFICE USE ONLY f'\c), l_)'\?ERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. (!)y tC{ < EST. VAL. ~ C,Q() Plan Ck. Deposit 25$ • \ (o ~:::ated By r/140!' i)R Busi Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 2., O.PfYce &I' I Existing Use UJ. u~. SQ. FT. #of Stories # of Bedrooms Name Address City State/Zip Telephone# Name Address City S.tate/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. A[IY violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of n~ more than five hundred doUars [$500]). EA5 le /CS .:ewe. 2?Cf:rn;s,;,'o).) oov-:ye. AO 'J''A-},J bA;fjo C-4 9'2/2CV (6 /Cf} Z2-o/-'31<:t I Name Address City State/ ip Te~hone # State License# 99 Z-/ / / License Class B City Business License# a Q d fur e::lo <:1m De'Sl LJ Q 5l/l-AJ C),Cf.l: (!; 22 -<:lo/I Designer Name Telephone State License # C 4 2. "f32 '~, WORJ{ERSfCO!VIPl;ll;lSA'TIQN. ~--:·---... . , ., ···:-: --. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ave and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carri rand policy number are: lnsuranceCompany S'Tl9-7 f'uJJC· PolicyNo. 1,ee fj'o/-Zooz-2. Expiration Date '7-1-0:a (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($1 ,000), in addition t he cost of compensation, damages as provided for in Section 3706 of the Labo_r 1ode, iAterest and attorney's fees. SIGNATURE . . . ,, . .. . . . ~ATE s-;~ 3/o :5 . . . )',,;_·<,gWN,EJ!~~!Ji..Q);l(PECi.~ti~:riPJ!!; . . . ,, . -,,, ,. "'"'" ,. --· -. .. .. , .: ..... : , : ;, I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner ·of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE -----------;coNl,~~~TE TfliS::$!;C'(iON: fQ8'NONfRE$Jt:JENitA,I;, 8\JltJ1>Jij.~ 'PE,RJ\llll'.$ ONI. y·: :' .. .'' ~ w .. -~-,, Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials regi~tion form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? ~YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? ~ES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES VNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ,'SL. CONS'.fRU.CTION'JleNl:>lNGAGJ;NC:Y ;,.; .. c..,:' · · · .. _ ' .. ,. ___ , · -~' . , .. ,·_ ... '_ __·_:·. -~:~:· .. :· _ .. ~:-~:::· ~---~~-·;.:· ..... I hereby affirm that there is a construction lending agency for the performance of the work for which Jhis permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME /,,J ~ LENDER'S ADDRESS ___ /..J~/_JA _________________ _ f~,, . Al:'Pb!CANT:-CJ;~TlFl~AT1Q.~ ·' .· · . . ·.:: .· · ...... ; :, . ·. · . · , · · ·,. > . · .. · -~: .. > ·: ... "· .. .'.: :·. . -: . . . I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by suc7ermit is suspended or abandoned at any time after the work is commenced for period of 180 s (Section 106.4.4 Uniform Building Code). /4 -r . ~ APPLICANT'S SIGNATURE . DATE J / ;J C::, 3 WHITE: File YELLOW: Applicant PINK: Finance . I . . . . . . UNSCHEDULED BUILDIN.G INSPECTION DATE. (z_-.Zl-·0-3 _ . 1NSPECT6&_~~-· _ PERMIT# () 3 /{Oj . · .. PLAN CHECK#_........_ __ .. 1dBADDRE~s J 2--0.l). FM,,A-bfk/ ·DESCRIPTION_. __ --,..---~--/ __________ _ -CODE. DESCRIPTION . . ACT · COMJ\1ENTS · .. : .. J_j_ . f ttJA-l- -_ I • I City of Carlsbad Bldg Inspection Request For: 11/20/2003 Permit# CB031405 Title: SPRINT Description: BTS EQUIPMENT W/ ANTENAS Type: Tl Sub Type: COMM Job Address: 2200 FARADAY AV Suite: Location: APPLICANT MORA SCOTT Owner: E QB P-1 LL C Remarks: Total Time: Lot 0 CD Description Act Comment 34 Rough Electric ff . A/O 1" _ij_ ___ _ Associated PCRs/CVs lnsgection Histo[Y Date Description Act lnsp Comments 10/20/2003 14 Frame/Steel/Bolting/Welding AP PD 10/20/2003 24 Rough/Topout WC PD 10i20/2003 34 Rough Electric WC PD 10/20/2003 44 Rough/Ducts/Dampers WC PD Inspector Assignment: Phone: 7602~28L ;nspecto/P ~ ---- Requested By: TIM Entered By: CHRISTINE r.,_ .... rt Structural Inspections _. SPECIAL JNSP£CTION SERVICES* 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (6.19) 770-9559, Pager: (619) 907-3511 Inspection Report Project Name:S"' f'.e II\ T f-tl#,4dEtf S1) 515 X C ()I<-;-,+ Project Address:Z '.2 00 /"'/h!?Oddj A 1/e Page:_!__ of_l_ Report#: _C).c,__I ___ _ Permit#: C/803 /</Qf: . Arc~itect:~t'.-~ ~ JJ~t!:; tbudhs: Engineer: __ Ca -:-~;: ~ ~4.,_e .Al Contractor?"f/f, <t-eA S'-@1 f' fu, 'ff, t:h INSPECTION /structural Steel Masonry Concrete Fireproofing , MATERIAL SAMPLING QTY File#: _____________ _ DSA#: _____________ _ Other: _____________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST Grout PSI, Mortar PSI / ,r ....,....Plans/Specs •-t-~--,...........,-t-----11-~ Clearances -------11--- Positions -------11--- ....-sizes ...,,.-Other: ;::di j1 Other: H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof .,...--Steel :/J 6 //t./1 Jit.... -------I--Laps Other: Other: Other: Other: Other: Other: Other: 6' s/. Elect./Wire € -/,tJJ / ,g: 60// Fireproof Other: Other: -------~- --------II-- 7V <2) Consolidation Torque Ft.Lbs: Other: Other: ri Da 4 ,---1 Day5: I f:: :; _r:~~:~t~-r:1.._.?.;_ ..... _ .... _ ... i._ .... __ _.,J-.. D-ay_3_= .. -.. -... -.... -!-..... -:====I~:=::-:·"_" ___ , ..... 1-: ----'--.... -..... -..... -.... -... ·-lj Copies of report submitted to: I 0 ti I~ 1f-< @@@©)@ @@@@)@ ~ I -':'J •. _..,.. ,,_,, , /0/4 ~. -31ZG SERVICE I 200A 277 /480V 3PH. 4W FROM EXISTING G.E. 4000A U/G PULL SECTION. BUS I ALUMINUM ALSTAN 80 PLATED LUGS (1) #6-250kcmil PER PH. & N. ; SDGB CABLES THIS CONNECTION TO AN EXISTING SWITCHBOARD FOLLOWS U.L. 891 STANDARD FOR DEAD-FRONT SWITCHBOARDS. ALTHOUGH THE U.L. LABEL CANNOT BE FIELD APPLIED, HAD WE PROVIDED THIS TYPE OF CONNECTION IN OUR MANUFACTURING FACILITY WE WOULD HA VE MET THE U.L. 891 STANDARD, AND COULD AFFIX A LABEL. FRONT VIEW ~ SIDEVIEW PLEASE NOTE: I NOTE: ALL TAP CONDUCTORS MUST BE ROUTED ABOVE S.D.G.&E. TERMINATION STUDS, AND EXIT fflROUGHTHETOPORTOPSIDE OF SECTION. CABLES MUST NOT LOOP DOWN INTO UTILITY LANDING AREA. MAINTAIN 3" UNOBSTRUCTED CLEARANCE FROM TOP LANDING STUD. BILL OF MATERIAL 4 I AL. BUS FLAGS WITH LUGS MOUNTED TOROUE_YALUE_LABEL 1199_ TO REPLACE MISSING HARDWARE IRAWNBY: . D.C. SCALE: NTS NEW BUS FLAGS (SHOWN SHADED) WITH LUGS ATTACHED. CONNECT TO FRONT SET OF LANDING STUDS AS SHOWN UTILIZING'EXISTING MOUNTING HARDWARE. SEE BILL OF MATERIAL BELOW. i RBFllll TO TORQUE VALUE LABEL PROVIDED wrm SHIPMENT OF LUG TAP .~.SSEMBLY. IF THE LUG SIZE IS NOT REFERENCED USE THESE VALUES. SOCKET SIZE TIGH'1'EN.ING TORQUE FOR SOCKET ACROSS FLATS HEADSCREWS (INCH) (POUND-INCHES) 1/8 4S 5/32 100 3/16 120 THE CONTRACTOR IS RESPONSIBLE TO PROPERLY TIGHTEN ALL BOLTS AND LUG CONNECTIONS IN ACCORDANCE WITH THE TORQUE LABEL PROVIDED. YOU MAY A~SO BE ASKED TO PROVIDE A LETTER TO THE INSPECTION AUTHORITIES CERTIFYING THE ABOVE BEFORE THE BUILDING INSPECTER WILL APPROVE THIS INSTALLATION. A TORQUE SPECIFICATION LABEL WILL BE INCLUDED WITH THE SHIP~:ffi~-;'T FOR THE PROPER TIGHTENING OF TIIE BOLTS PROVIDED FOR THIS CONNECTION. MINIMUM SPACINGS (600V) MINIMUM SPACING BETWEEN LIVE PARTS OF OPPOSITE POLARITY THROUGHAIR OVERSURFACB 1.0" 2.0" MINIMUM SPACING THROUGH AIR AND OVBRSURFACBBETWBBNLIVBPARTS AND GROUNDED METAL PARTS 1.011 7/32 ... ,,u 1cAUTION: 1/4 S/16 3/8 1/2 9/16 ""' 2uii 11 Tms TAP ASSEMBLY IS NOT A STANDARD PRODUCT. EACH TAP ASSEMBLY IS CUSTOM i .. ,.~ ~75 . iDBSIGNED TO MEET THE EXISTING CONDITIONS. WHILE EVERY EFFORT IS MADE TO 375 .. PROVIDE A PROPER TAP ASSBMBLY, THE INSTALLING CONTRACTOR SHOULD VERIFY 500 IN ADVANCE THAT THE MINIMUM SPACINGS LISTED ABOVE WILL BE MET, AND IF FOUND 600 Pacific Electric, Inc. 42640 Rio Nedo Temecula, Ca. 92590 (909) 296-1562 SPRINT 2200 FARADAY A VE. CARLSBAD1 CA. 92008 DATE: 10/02/03 CONTRACTOR VOLTEC DISTRIBUTOR SHEET 1 OF MARK TEMECULA ELECTRIC SUPPLY P.O.NO. 7327KX DRAWINGNO. 3T7204 EsGil Corporation In (J!artnersli.ip witli. qovemment for (}3ui(c£ing Safety DATE: 6/13/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-1405 PROJECT ADDRESS: 2200 Faraday Ave. PROJECT NAME: Sprint PCS Faraday SET: II ~T DJlJRIS. D PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. !xi The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: !xi Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person-contacted: Telephone#: . . Date contacted: (by: ) Fax #: Mail Telephone Fax l~son IZJ REMARKS: City to approve ~~~ection program. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/5 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (!'artnersliip witli {}overnment for (Bui(aing Safety DATE: 5/23/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-1405 PROJECT ADDRESS: 2200 Faraday Ave. PROJECT NAME: Sprint PCS Faraday SET:I D APPLICANT ~ ~REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. k3J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. k3J The applicant's copy of the check list has been sent to: Scott Mora 7365 Mission Gorge Road, San Diego, CA 92120 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. i:gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Scott Mora Telephone#: (619)920-4006 Date contacted:5fz::>/a;::, (by: w) Fax#: (619)229-6190 Mail c....:Felephone c:./' Fax v In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 03-1405 5/23/03 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2200 Faraday Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/15 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 03-1405 DATE REVIEW COMPLETED: 5/23/03 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes CJ No City of Carlsbad 03-1405 5/23/03 1. Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM FIELD WELDING DESIGNER-SPECIFIED OTHER REQUIRED? REMARKS 3. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 4. Guardrails (Section 509.. 1 ): (If the platform is more than 30" above, the guardrail shall _ comply with _the following requirements.) a) Shall have a height of 42". b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottorn element of a guardrail at a stair shall be less than 6". 5. Sheet 7 of the calculation shows the W allowable for the grating is 79 psf. Provide evidence (spec. or calculation) to justify it. 6. Sheet 16 of the calculation shows the plate to top chord of open web joist shall be ¼" weld. Detail 6/S1 appears to show 3/16" weld. Please check. 7. Sheet SK-3 of the calculation shows the exterior beam support the platform is W12x19. Sheet S1 shows W8x13. Please check. + ELECTRICAL PLAN REVIEW + 1999 NEC + PLAN REVIEWER: Morteza Beheshti 8. Ground rod(s) are not acceptable ground electrode system(s) in the City of Carlsbad. Please specify ground connection to existing ground system or other means of ground electrode system. City of Carlsbad 03-1405 5/23/03 9. Please provide a "common ground electrode system" in the building. NEC 250-58 10. Please provide plaque at the service indicating all service disconnecting means. NEC 230-70 11. The transformer and the panel are in .different rooms. Please specify secondary overcurrent protection for the panel feeders. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at {858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 12. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 13. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes O No . . 14. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. 06/17/2003 02:00 6192296190 JUN-16-2003 MON 05:17 PM CITY OP OARSLBAD City orr::e1,,.1ch~~ ~'.:' .. ".~~:' S/~$/0$ EAGLE TCS FAX NO. 760 802 8558 I I :Sr'Fi:C::iAL iNSfJ~C'TjON PRdGRAM ACDR5SS OR L.f=GAL DESCRl?TiOlii: PL.AN CH!Ot< NUMBl!R:~ OWNER'S NAME; _ .................. ..._ _____ ~(l;-N_ PAGE 02 P. 03 !, as -the owner, or l:lgent of the owner (oontr,:ictors may Mt (!?mploy the special inspector), certify thjt I, or the arohiter;t/ljlngineer of record, will be respon~ible far employing the special lnspei;tpr(s) as required b)'. Unifcirrn Sullcffng Cocle {USC) aectiQn 1701. 1 for the construction project located at the site llstea . _ ~~~?, __ S~lon 106.3.5. JI\ l , ~ Ve:)."-··· I, a,-th~ engine~r/archJtect cf rec:ord, car11fy1hat I havs prepared the following speciial lnsp~cti~n ~rogram as requlred by use Section 106.3.5 for the construction project loca~d at the s1te. listecj above, ~ /" ,. .::S~L.L~~ Signed 1, List of work requiring special inspection: § sone Compllance Prior tc Fo1.mdation Inspection 11 Fielet Welding Structural Cancrata Dvtr HOO PSt ~ High strf,jngth BQJting Pra~trQssed Concrett Expansion/Epoxy A.nchot'f D Struc;tural MHgnry Sprayed•On Fireproofing D Docfsn~r Specified Cl other __ . __ _ ___ ~-:)cma{s} ~f ir..fivl.:lilal{~, ¢r ih~:;;::.1 r~~i:ic:insibie for u,e spacli'I Jrtspectians ll$tl3d above: ~~l~et\Ntctn: f\e:u) s;1c:a\S,Sr§.:S", Ct4t7. ,s P1('/fl.low ,~o-1-;+..--1-~ ,, B. ::es f.) 'DAN 6n~11st:_-1tl,:-~~.::....:.O__,,S::_4 __ 4 _______ _ c. 3. Outies of the special incpHfore fQr tha work listed aDove: 'A. a. 0, J.O'q 'd~OJ 7I9S3 · City of Carlsbad 03-1405 5/23/03 /vALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 03-1405 DATE: 5/23/03 BUILDING ADDRESS: 2200 Faraday Ave. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. cell site per city Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance • I Plan Check Fee by Ordinance , ,,.. j Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3Repeats Comments: D Other 0 Hourly I Hour * Esgil Plan Review Fee ($) 60,000 60,000 $383.56! $249.311 $214.791 Sheet 1 of 1 macvalue.doc DATE: '] l I I. (1'} G PLANCHECK CHECKLIST / CB 01 / /~O\ BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR~PARCELNUMBER EST. VALUE: {JOI UV"(} ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. [A Right-of-Way permit is required prior to construction of the following improvements: Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and ~tandards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: -------- By: FOR OFFICIAL USE ONLY AUTHORIZATION TO !SSUE BUILDING PERMIT: / / Date: 1, f ff? ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: D Sewer Fee Information Sheet A-4 H:1woRD'1>63!9KIF'a'l"l!!l!cl'ey•~~n...,>@arlsbad, CA 9200~ 7314 • (760) 602-2720 • ·FAX (760) 602R8!B@~ " . BUILDING PLANCHECK CHECKLIST SITE PLAN 3RD ~ ~{Jv«R_ t/(-v((f? bh (391- D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography ,C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. A. B. C. ·, Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with· the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:IWORO\OOCS\CHKLS1'Bulldlng Plancheck Cklsl Fann (Generlc).doc 2 Rev. 7/14/00 D D D D D D D D D BUILDING_ PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No .. _______________________ _ 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15,000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whe.never the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attach~d please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:IWORDIDOCSICHKLSnBuilding Planchecl<-Cklst Form (RIDDLE• HARVEY 7-12-00),doc 3 Rev, 12/28/96 ,.., D D D D D D D D D D D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or curr~nt grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements require_d as follows: 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required.· SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ----------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORDIDOCS\CHKLSnBuilding Plancheck Cklst Fonn (GENERIC 7-14-00),doc 4 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1sr 2ND 3RD D D D 7d .No Grading Permit required. D D D 7e. If grading is not required, write "No Grading" on plot plan. D D D D D D D D D -o D D D D MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date:··-··-- 10. NPDES PERMIT 11. Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) p~rmit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. ired fees are attached o fees required WATER METER REVIEW 12a. Domestic (potable) Use . Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:IWORD\DOCSICHKLSnBulldlng Plancheck Cklst Fann (Generlc).doc 5 Rev. 7/14/00 ,.) D D D BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is.not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines:· · 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: . ,_ . . ~--~ STA 1 +00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:IWORD\DOCS\CHKLsnBullding Planchecll'Cklsl Form (Generlc).doc 6 Rev. 7/14/00 J 1sr 2ND 3RD D D D D DD 12c. BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the.irrigation met.er above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the-San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 13. Additional Comments: H:\WORD\OOCS\CHKLSnBulldlng Plancheck "Cklst Fonn {Generic).doc 7 Rev. 7/14100 >, >, .Cl .Cl ~ ij ~ .>< 0 a, a, .<:: .<:: () () C: C: ., ., 1[ 1[ ITTo i6' DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Net Project Density: ____ ....;D;;;;..U=/'-'--A=C::;__ Facilities Management Zone: -"""5'""",'--- Circle One (For n·on-residential development: Type of land used created by this permit: ____________________ _ ) Legend: rg:i Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES ~O __ TYPE ___ _ DATE OF COMPLETION: _____ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action ·Required: YES / NO TYPE ___ _ APPROVAURESO. NO. 639t.c DATE ~-::Z.. -o ..3 PROJECT NO. C-ll/J !J~ ,_ 3 3 OTHER RELATED CASES: _________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions :::l=f=:--& t/ .. ,. ~ of Approva!: -~-';(. 3 b ~ ., ~Zet .-t_.,, ~ ~ ~~ ~ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES__ NO / CA Coastal Commission Authority? YES __ NO __ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES__ NO __ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 ··~o lnclusionary Housing Fee required: YES (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) NO Data Entry Completed? YES __ NO __ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). · 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Required _______ Shown ______ _ Interior Side: Required Shown ______ _ Street Side: Required Shown ______ _ Rear: Required Shown ______ _ Top of slope: Required Shown _____ _ D D D 2. Accessory structure setbacks: Front: Required _______ Shown ______ _ Interior Side: Required Shown ______ _ Street Side: Required Shown _____ _ Rear: Required Shown ______ _ Structure separation: Required Shown D D D 3. Lot Coverage: Required ______ Shown _____ _ D D D 4. Height: Required ______ Shown _____ _ D D D 5. Parking: Spaces Required ______ Shown _____ _ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required ______ Shown _____ _ Additional Comments ~ ~ ~ ~ b ¥ I 3 °r ~ ~ 9 t/. . OK TO /::#-/3 --~ ?if~ L--a-~ -t-~~~~~ ISSUE AND ENTERED APPROVAL INTO COMPUTER ~ DATE:1-"-/ S--0 ·3 H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 r Carlsbad Fire Department 031405 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: k Date of Report: _0_51_21_1_20_0_3 _______ _ J Name: E~gle TCS, Inc. Address: 7365 Mission Gorge Rd. City, State: San Diego CA 92120 Plan Checker: Job#: 031405 Job Name: Sprint Bldg#: CB031405 -----------------=-- Job Address: 2200 Faraday Ave. Ste. or Bldg. No. D Approved IZ! Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a r<=:view to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 031405 2nd FD File# 3rd Other Agency ID /' Carlsbad Fire Department 1635 Faraday Ave. • Carlsbad, CA 92008 Plan Review Date of Report: _05_1_27_12_0_0_3 _______ _ Name: Eagle TCS, Inc. Address: 7365 Mission Gorge Rd. City, State: San Diego CA 92120 Plan Checker: Job Name: Sprint Job Address: 2200 Faraday Ave. Reviewed by: 031405 031405 Fire Prevention (760) 602-4660 Ste. or Bldg. No. Plans are approved pending onsite inspection for conformance with Article 64 of the CA Fire Code 2002Ed. ' 5, 1...,A,2-.Sc.::::,N ' os ) 3 e::, / D :3 Sc....oPE ~ TI-\6$E Rc'S.Por'\J~6S A..D1;.)1~&SS. n-1 E oS-/z.'3 /o 3 est,~ l CoJc..P. PL.A..r\J c.,1-1s-c..1< Cotv1MSN,.~ c-::iF MR 1~~v.J-~ y1~~ 1 w Pl re 1--I CoN c..er<.. N S ,R Uct"-v ,~ A. '-C..A l.C..u \-Ai-..t"o<\J !'::> , t{ 4 b) C,uar~ r~i' ! 5 sho. / I be dekt1 \~ d t-o shd"'"'w t-~ Qdc:.9va~'-/ eil-c.onne,cl-1Clv'\ ~ f-o res 1 ~+ ../-t.,,.~ her I z.c.,,,i +-a. I ~c e pre.sc.rd:i ed , v, /q ~ le. I <,;:, -f.:S cJ/ TT\ e_ Zoe, I U< I ,fo m ic,_ i:,._,,' I d ,-J Cad G " r 42., l ~I( M~k.J J_ ~ 2 '1 P::r,::>s Jt i : ' ws-L-1°Je1::::, 11.::> Be.o.:,v'\ ~ . 1?.01tc:.:itv\. Fl...A-Nl...E: J f--\_ l 5. L,A\2.Sc:::>N OS I 3 0 ) CJ 3 1-A(~A-1-)A-. -r I 5f:) ~-:><c....c=, \ L\ -A Pl-AN C..1-l 6-C \-<.._ P-. E-S.p CN .S I: $ MA y. /V\oM ~ =-\ LaD 1.-13 ,,,,X 4 Z. r-"-1 · == · (.(? ( 1 2-b .:J;-tv -L ,~ ~ i'2.c.--\..1~~ ~ \/..p I '72.c _,"1,..J ~ I,. I:;. _s T {i::,"1 C; ,t L lc..-0-~. £1j-=D-~·C---t IZo ---, .::::-c::, ~ fl.;) -=:-c, -7 &:;, 72~ + T-IZ.~ ':::.. IP, 72-0 -7 2D -- p..;;rAS' 1 A.SS u/V\E y2 ''· · C-c::,N _J-~ -r l . v~ ~, ~::: O, 3.x 7o Xo, 7CJ7 . ---~~"'~ ,~ .S :' \...A.\'2 ':>ON FAl<AJ~Y, 51:)S:S-.XC..O\ 4 -,I:,..... . . ~ . t::>'Sfr:, D ) D 0 PLA-N Ct'\'ISC-K. i=:2,eS?bt..J S.E "::> II II FDR -~vlto C YA "F~L..LeT VVCS"L~ Ill 4 2e, L~/t/ ~/ X 4 II{'..?, I LO s-) 11 &,:::.e r 7 c;:,/ +ke ~ I C..,\J l C-'. h'c::Sl>"t ~ DV"\OV,.../ t;. +\--\ e... w a t \ow~ h le ~ t·lr\e.. ~ f"~ -1-\' A. 7 1 ~ 7 4 P s F.. \ Pr.c.3>J ,' d c:. evi d.eV\c..e_. L -sp cz:.. c::r-ca (t:-v I GI. i--,~) ~ j us\-~ f.-1 l +-. '' · P2.e.MO _Se(? ~+ z ~ .c)f -t-ke ~a.[)c.,.u.£0,J-r.',~ s 1 WV\tch l/.\ .°" L.llTcJ'.o,;+-"z::f~c"r'c...u ~~ CMCV'L +-/-o-r t:~~tLf0~ V\IV\~W'\ ~CQ.J VS, VV7,0...)C\rlll.L1Wt 7j)?vV'l ~ S :f v1 ~ "'-'"t ; ~ w oA. ..:e~d-e e,,(. T-2.,:w\ t ~ d,,,vt:t-. C, lL.. 4, J "~ ~ee-\-\ lt3 of· tk ca.I c.vt I~ i-t"u.--i <:, Show cs. r~ la. k ~ +c, p c..no-r-d f / o 1 :isn,· we-~ J (;) 1 ~+--s h..o.. ( t be., I/ 4 ,,t we t d . IJe... +-·~(.' \ (t;> /SI a (J peiCtr~ --\-o 8 V"\O"v\..) 3 I l ~N we. \ d .. \~\ea~e Lhec k. . 11 ~ ~e.. +-l ~ cJ/ c ~ c1 .. 1 ... taJ i1c.vt. S i? fk we, l d . fo-r 1-·v kl e_ Ste.el . b p~te I vYV\t l V"l , s \/ a_ :1 p lcv'te +o aw -::r bp ~d. LA 3 /t(.p~, De.~ l.p/s1 c~e-+ . 30 /n cw~ ~/(,A_ 11.>vj J ~ /~ S\ t.-Al<..~o.-"-.1 ' ' .. o s / 2::ie::. / o 3 F Al::l..A. DA...-, 1 c:> I;) ..S:S-X C.. c::> \ '9 -r°' /~ LA."-J CH ee..1<. f:2,e .$1~ S2 6 S 7) u 6~ 4-8 ~ -3 ~ tk ca_{\:_~ t LCM..4 'S ~ s t ~ e-;L bui tv-t ha~ SL-\ r ~1 t-pktfo-a-WL w W ( 2. x. l '7 . °5 !A.e..e.+-5 i S V\~ S W 8;,< { '6 . ~~ G~.c._k_ , u "z::,l,,e,+ S I ¼ c Oc-k.fcJ-_ S vi.e.e.j-S k:: S S ~ s p-i d, ~ vvi~ tc..Ov'M~~I WV\,ILvt Wa...4.. rev1 se.d ,. RTsA 2d cal2c·s VV\ C ~ u_fa._ t Ll/V)_ \S>,<.U .. (L -=cf '8~ r-tJ1 ~ ~ VI,+ I"~ 'N l 2. ;I l "l +c, VV B )( 1 ~ • $c:r2,A...:J t VI.A,(\ l,() V\Df C...2£.oA . 5hze-f-6~ C.~c.J--J W6'>'-I~ .SC.c. ~ L..A.F--s =-('._) ' :--..:-i4 i J uJ JO .3 AN--\'::::. (b,..,N"--{ l<EcPv.r1~ED 1-A,, ,c..i:::::,,e-. ,, I s O c::, I 4--A Ec;:::,u IP/V\E.""-'T l":\...6-.-i--Fb~ CA.LC VLA~~ STEE-L Fl<'-.b-ME" AND C,D.. A-TTN l,,,. ,z;, .S u i~A. 1 up TD Fovt<-. I s~~Tf LAKSON o4 /,10/03 +--~Al< /4.. DA '( . ·'$ D q:::; t 4 ~ ,,-...,. EQU ±?M t/1'-lT PLA~RM .C,.A\...G..V t...A,i.r::i:-01:;,-Ji VEF-rr-cA-L LDA-D~ ·IDEAD~AD~ CA.e:i :'.! 1 _ Futu i<E BA-1 ·it:: 1~Y. £1---6.:rN E~ -CA--B::. z I i==t>'vVtii=?_ ~f.)...,~ ;;.rN 12 I . -. I . ' FLE;,<'.E.f\-lT C./.::,..1~:C:-N'ET. . . .·, . . I Cl;:,.. -\":s ~Ix ppc__ ,,;;,;:, " •• ,qrf ~-" ,.·,'·: ' -~-bFA-lv'\,~ ·-w.12 x-;b.'D ' . ,;,!~ ( ;;\ If· A t-:..., '.'-I/,. ,':'--._ Tur3e $-rE e: L (o-L-l...J MN s/ , .PLATE$ __ '-I _;L. H _,,..__ .;,i. a-· ) 12. z1r cei1 ___ )( 4 F-.t ·'>< 'lCf' : 1 rT . _ · . · ' PLA..T~P/11\ bVf.bTDTA,L.,_ ; 4, BZ8 L_B-~ 2.S-D 7,eo5.5 LB.S 'Sc.=TT LAF Sc:::::::.N ·~4/il1:>/o3. -- Z 4 1 oo 2-LB~ A.LC.,::.;:;,(2.C) -£.IV'-.. -,-z;:, n-1cs--Roor ~us.s N\ANvt=:"Ac.i-v,:,,.c::::,~. \/UL-L72A::P-T, Tr-\ E-·,i-\c-~;:::-TPuss. ~NE'I-"Pc =r-NJ ~ ARE: OF-5::i:-z:_..,"-'E?--6 rz:::,j2_ 2,Doo Lis ~l;)u:r-p/Vl erv1· l-o,6,..DS. :r,'-J n-1 E ACJ-.sA... or T!-\c:: FQur-1~/V\ SNT .sc._,<Ect--..J ,WA1...LS !-----------~·. ·-... 1-------·--·-----·---. ----~ I H -------~ --:1= __ &:?'-0'1 T'(P_ ~ i3 erw e e r,...) - D 1-=::e-10 vVE= & .J"o ~T~/ \tv1--t ;r-c..1--\ SPA t-....J '9°o FEE_\_ 50 -D ) i ·------------,..----·-····--- !- 1-I I• _J =i=>t=N we,~ ,:rc.,r"S.1 <SEC-IT"~ .:5-,c..c:,TT L-A1~:::..::::::.N' I-At<...':'°' 15A '(;--1 . "S U ~ I ,.:::i , i <;"6 "1/17 /a5 ,Zs ~~0 4P M G'.NT 'PLA 1"R:::::>R'M ,CA L--c.,u L...A r-..:r-··c I>-:! ~ ' ,_ -·C?~ vv~ s~i;:s oi9;;'I;L-i~.~f< ... (:LS-) 2;~ 1-/3 .PD.il\ .. f"C L.bAO'S, zj~ \b 2 ~, t 2t t ··~~ \~L t iL ~b ~0S[·· j i I I I I ~' · . · , I , . ii 1-"-./--'-~-____,,....:_-"---.,-·~--···--··-·----~-· .. :Lf:c) ...,. 0 --~--_..,,......,._ ---_;,. ,/ ·'} i . -'·.1 ,,. t ,. . ,I FA/'.:2..A DA'( 1 "Z.>D c::, I 4 -A, ' =4 / 17 /03 eQu.rPM"E f'J T PL.A..T t=:'D~ C>--w:...u L.ArT'-.:it'-f ~ OErERM :C-NE T/-\E ri2 A/V\i: A TT A-c f--\ E" ~ Tb ,1::::... L.A-.i<~, C 'Sn"2.uc:_ru 1<...E, Tilt=RE 'Foi-<.-E) TR.EAi rs-\:r-·c::::... 1~,F~<-N\ AS A Bu rLD.J.-N ~ I\Jo(\J-St/:?.Uc. r-u ,~A L- ~ L-E/V\ef'-J\ AN~ L)Se CBC... 2co1. SE=-cT40N l 0 .3 2-TT.::> DE t; r6 ~ TH S ~-.:rr A-C H ,V\6 ,,.fT S / j_ I f=-Q U.l7:)M c rv I PLA1t-0t2./V\ A rr-A-c + l A/LB" f\J\ AT ~ L-evEL dp -j_ / :::,1Af"--..l DA!~ ~1-:::.A..r-....)c..Y r c~ c.. :ic.o-le=:.. i2p -3, tQu-:r-PMcNT Coe, .:teo-a -I °' l:::, jl E Cµ1.,..):£PME. (',,..J\ c~ c_ -:lC..O -~ -/ -O , 4-0 N ~. '$ t-, E WeLL-C.o>"v\ ;~,ci,, t:. r--·t=:-~ . N ;· =' ":! • ~. ( N'E::v.;J j';:;.01~T-J1'Vl-tl..C:: w~,,1::.-:. rAUL..i/ !:>) F p -(_ 1-') (o . 4 )( j . ~ )( j__ ') (_ L\ ) W p 3 Fp = o. (o'.J W p -O.C9J( I I ;4o2j = 7-1 50,S- -:::;.. 5DS /, ' ,=.;. . I.ArE::-R.AL-~E T\-7 \ J;S :::;rs 1l"'l''E Te>TAL · . . . . .:.p;.~u~..o~eD_ , ~ . S0.;n...I:;;>~.L. A n-A-C t-~ M SNt ,[·Pt;(" J:t;·_~ ' ;; / THF-E-epu .T r::±)·N\" 8-N'°T" ',JS b~ \ P' L i:-·e-;:2..e ..0 \$t---1, :r~N'..I:) Arv ~->< ~ T:;r'·t0 ~ SC.I~E:ef\J VVA-.. LL 'Tf. \ A., 'r'-.. ..;r· ~ ~ M:r-tvi:r-1v.t.u~: c::s-t==· ? FEeT AJ6ovE TH€ :t--l..:r-o 1"'lt=s i . . r=:>o .;rr,1r .Dt= . "r1'" le.: R.o-o'F.. Vv..i-·N ~ Lb~~.~ . ' ~, ~-:> 'T"l-1 :e-i~~~,t<e;--· No·'.\" -A .c..or,J ~s-R..,"-.J ,.. ;':x: ~ -1-l • L A.. I~ S. c:,~ • FAi'<-.c:-.D.c..'<, Sbo1-4· -... ~ f= Q u rF"/\1\E N-r-Pl-A.. "1l=oi<-./\/\ c..A. !...C. u l ... A,J--::rt)f,S5 c.~4/17/03 f) qRA~L..._ //\A-.}'-.:rf'/\ 1,'"'fV'\ SrA rv I \J S "E-1 -::I/~ ~ A .,_u M ,;-·f\.J v tV\ c_,., f:c_,A,.. 'i" :rN l-. VV;:...1..-L..~1>.cl~ 1-.W = 7 ~ P'S.F > bo Ps.r= c,K_ ·- 2) '::> TE'1::: L Be A.IV\ ~ A 1 c::, · c_, / :;= I!:> -] ADD..TT~A.L fl\oM~f'-11' F~/V\ CAi?:::..:J·--Ns1·1,-P We-0 ,:-3/:J1-4 = 2 !:Jo 1...e1p, -:l...z... s.X -1 -j , 1-cx:::i Y :1 2.._ c,, c.o X BC::?16e>D · Scoff i ' I pp-::_ 1-..2.A,; 9 A,, -5 D c::, \ ~ .,. A , ·e:t;:?U .:rPM\;::; NT PL..AIF~M CAl.--.GU·~~_,_,dJ~ · s-w J :3, 354 Er . S _W J -~ ( 3Coq) 3a4 E L l 5 )(_ 3C.Oo + z ~ 0 ~") (_ .12 J' :l c. ) 3 .tBB -1 \( 2~.0QQ' ~do·.;:e ::1:_2. ") =· : 3 .C/'3 3G ;,c. :Le, 1 4- --- W&X J.3 ' ~ s .>< .-·:, . •'61 ;rr,.J,·~· > !Or-?-. .J,\..): o ~ -.rt\.J 4 4 r -35.G > 3-s~:, ,.;r("-.j ;x - W-~(4Sr ~e~~· ~C ·. -c-~E; 1/~ ·B;.:...T-rei~y Wo:-~l-.,-,,.<:r -- ~IBvTA~Y Fi2-AMs ~u . :, ~D 4,scot~£f' ·1·55F)<' I~ 'FTr.2:B, _, .. &s2-$P--· 2[?; 2B ~13 .> z 2- ' .. ·p;. \ 1r \ 4 LJ3$ . · · ··x.~-=' • 2;,C.C, n-L-.A j;;i.,_ s = "-.J FP...1~DA '--( 1 SD.O ::L <::\ -A 11' •• ~4 / I/ /c:>....3 f=QurA'V\Er-JT R...J-:,.:::1 t~/V\ C..A..L...C..Vl-A 1.:ro ~ s I 1 =r I 4-t..JsS < 2, o-oo L 1sS ~ ,c::.. C.1-\ E=-C K MA. "7< .;r--t\l\ u ~ 1.-c:) AD o-N s J,,Jl. Le 'PAM::;-1-~,-. . t-lA1.-;=-~ 'E?~i--'( 2 1/ WcS ;x \ ~/ Ass.vM c :1. £0-P~T A, 'FA.Cl-1 PANEL-tbr-NT P--~-i' ~~.s:. ~ ~~,.....~~ 1..1 '\c:?'~ AND ...!._,;) L..~I':)$ S7\ L1=,S /p-r 59 , , .... :s.s I i=-r t -r: ... -L l E::..---~---ir---~~--~--~--~ls;::--~--~ A ~ \/ A A V V -~ L, & & & '-.3 4 ~ ~ ( .... ~ ' tr?le.L~~ I 4e& 1-B.S I r-\' 1~1.1::-> t .:,-Z.c L-'7~ I J 5;'" 3o t..e, > r- 2 \ I TH 1:=-S€ Re--A-c. ~ S' C.A-L-'---v L..A:,eD t3 '{ I~ l2c>Ci. R A/V'\ 1 BEE-R.JSA. CcMPuT"EK ourPuT Al t=r\.li::::::> ciF* C-A_ l-C...U l...A 1.:r-~~ ~ } ; • ! l ,;--• l • ,..,, ', ' "5c.6Tr ,\,_,b.._.ja.Sc:.::>N. oA/11/0~ r.6..1~~,i:..._--<' I. ''$, \'.:~e;:;, \ 4 -A., ·i I \ . ' ~ .. · ~ .. S4:> u.;r:pM_,,:$·('...JT Pt.)...;-rro~~ c:::.A.W:-1/ \...A'.!"' X·Ol'.J S MA>-.x' :;l=""/.1\.vf,'\ ~ TVV l::::> c:..tb-..1"'$.::n\JE: r<":!. . ~ A ,f=>;6,,....:tR....,. ~,= ~A.~-~ 2 "'2.:,.2_@::, -'I '\ -, •1"'74T >q / ~ T'~ l f:::;~. Le>,AcD ' p~ :R RA., .:;-4--- ~-· ~' _s_-,_ ..... _s:-_: __ • __ L,. __ .!3_~ ...... • ...... _ . ~ ? 1 2e B \;..f3 $ ,2._ '2, 2: ~~ 1.-f? $ .::::. -----~ F'"l" t'3't:s2 ')l(Q) ~ _ _ , ' '" - .6 .. o.&; ~ 3('i:;:>1~ .:::> . = 7 . a I . X i ·1 \ (FB-1 ') (-A ,... rf) I I ~-~ I lE --V .. ./V' N I I l . I t I ·.10 -t·~ .i ... ;:;t.A,GA, '(, SD c, l 4 ~ A. · Sc e:. rr, L.A..~ <S.,.c::;::,i'-,J o~/07/D~ 'EQv l."Pf-'\E,;;,-..rr /~Aif~.)+«UV\ ,CA-,L.C::.v·\...Jl. .. A r·.:r·~t-,_,j s, ( 2) Vv ~ ;x 1'5 l37?AM ~l2.l t=T) I 2,,>< 2/ X , ; LB/J=r .l + ) VJ /::.--:i X l ~ 8 E'A M ~ ( /. 2.. P 1 ) I r x 12.. x 13 LS/Fi ( 2 ) vv B ;< I D Be: .. AM, S { 2 I PT) 2/ I~ 10 L2>/7 -- I( Lt 8) 4 >( 4 ~-< 1/4 ° I';, loLu"'l,v,;. (:l,r-;-) I I ti f J 'f. 12 .Z\ LB/p, I b ':) 2.. L13 S 4 Ze> LfsS ul2. LB~ j -- \ 1 ~--... no-:- , .:5 Co 17· ·LJ::,., 12' S,:;::::) N :o'5" /p7 /o "6 t:-AR~~µy I· :Sbc;:;,·14 A. ' . ' . ;.·-' ( E=4=)v r.P.:.M·C=? i--Jr · PLA.-n=-of<M · c·.t:-,\L.,·v"Lb.:t·~ c.. -. ' . -' .... ..,..::, I, CrHE~ K ·H'E--s-"6..t-( '1 c·LE ~l~A~ c...e· Fe:> F<-. ~ ' -- ~F-: & -· TN ' M :rN ";j'l.J\v ('./\ B,s. T' Wt·!:/'-.) '3o T-Y-OfV'l OF .-Fi< AME AN.D_"l(.:)p .:::::>'F rt?C.~1-r E 5 7"( PC) ::r--"-J-r' is--;< J'S IJ:N L.c Rec, F /-',,-Ff12c.AMe: BE-A .w\ ~ ----.. ' '"" --~ , 1-------:_c -----~ . . 1 ,s .$v1~i<.r . . ~ l..:U iv\ f,.j f \ If s· - , -/-" (E ) SC-12~ Vv ~1-,L Jr . _ -4c/ ______...,.l / · · _ \ ·1---' .... !'- ' ' ' . ! J,ry tJi,t,...)l . :\ i - \ ' ' l ' ' ~--+.....-·--""-·--.,., __ ,, ____________ _ l. ' -'\, '·\ ·_: '. , ', . "fr ! 1 / ' ! ~-----~-:-···~""' 2. D -.-::-~·. . -~:\ · '2:--L~vA..1 :.rt.:Jv A 'SloP~ ~\<.. 'Fc1<?.._ M~NS'"MVM \~oc.:::oF ' ' -=' a;,., . ~€A.~ A. N c,. i=.. .::.::, AN\~ MA..)!. a:T$ CoL\:.i'M't-J ~te:tc,i.1-\r o'F 3 PT, r 3F7 MA-,t i S::..c,Tf LAF!-Sa::."-..J , 6 1S/ c, i / D 3 F'Af~--A I:) A --Y 1 'SDc:::, I .:::::,; /~ E q::, u Ip ME N -, FL 6-T R.,f<. /V\ c.. A'-L-V L.A-,--.Jbf\....J '.:: 0s. FPDM F :rELD N~1c:s., · sc..Rccf\J vvA....1....L.. ~,N'\.l5'(,.J.S)~f....j s Ar ~un-~wes, Lt::::>RNc::f<....... A.. t /(,=\ Sci>...-~ WALL ------I I / I ~ LA=~ LJF s.:..1:2.e ~ ,-...J w.c,. '-'-,~s -....._,.._~ 7s 1-1 ~<Q.,-,.o,,v,- t·I ~ (I!.) Rce>F ~ ------~~=::::!:. 12 '1 -24 -f-. 1--:, LA.r--J v ..few o F S~--i~--e"er-.J W ,..., I-\-S, [\ I \ 1=\...Evr..., ~ ~'-;.rc,v A -A ~ ~1=2~ WA. l-1,.. I -1 11 0-+ ·, .'Sc,6·\T .LA\<.. . .S. .:::.r-.i . ',00/07/03 F~/.:l...D;A 'Y., ,, ';S:~ _c=,s,J,~.A. ·.' '. l=Qu.:tPM-EN'T 1,:::,L:.A,.T'F.:::>~ · . c:::.),...\..L....u l.A ·T :rot'-.J ~ · C~I-~\:::.. LA.T"c12At_ ·'R;,:i~$ PN-TUf3E' S'rE°EL ·C..b l:..-(...I M t-J. ) , .. , I .J· (_. .A .S ~ -3: ~·'::, .ttJ 2.: .:::'.i ·1 r~~ -'I \. 11 rJ·4 t.,.B.S 3 Cit . .,..._,_ ;z. , :s·_, +'" .. , . · l "3 ~:, I . ~ ·. wo,;;ws;., c:.A ,:s r:-rR6N\ AL~ cAL~V~~~o~ 'S:. M1->--;. ·xM u N\· _&e;,t'J.1~ ::r-cl'J '"' /\1oM a-ATr · ~sss S-; C047- :14 'Pp\2:.c..l;:_ PS P?.-(:_p, LVIV\_t--.J _ 4Q:O, Li?,:$,/ M .1-:,..y:. Ir'\ v IV\ 1\/1;,o rv--s-,/\-J-:r'' _ 21 O,lf F-r _, L B . ..S l-4 I 2 DO I.t-.....J -' L. ,::s ...'.1 • ..'J' ... J ) 4 S c. = TT L A.('2... S .c.;:) ~ oS-/o7 /o.3 f = M b ~ f + [ = C--Jb 4 , t \ F~?-4..PA----{I :;, D ~ I .:.:( A Eq::>u I"PME:1-JT P·L.,.._,TFDF<. M CJ:.-\... ~ '-' i... A. 1· T Q "-l ~ --PS+- == CHE'.:::::.lL we L-D C.A.PA-c.:r-ry oF· -ru is C!:' STE"Et.... n::::::. ·~ w'Cl:ff~· ..,..,,....., -_--e-( ·, ~re, ON 10,p ~ C:Jf--r::..~f<. • ..J .;;.:,.= ..,.,._.. ' ,;;., ~ -W5 ~ 4D~ LIS~ j ~ .:r::-N r'C:ft~.nv'l S1f= f.!- r C..o N\P\J Tl= 1.-.n--..1 e t:U5'N\6f\f1"-Mal-'Vl o-Nr OF J"N?P-1'::r·A O'F We?·t...D AND c.AL~IJL.tll,i"'·5 sn2esc., .,;;::('-J c:>ui-e-i:2-IV\o;. r r.r-13, G==, '<.. ~ .t:i. ss. u rV\ s· TM:r-5 ~ A <ii He-AR.. s,-·f4.'f7 $~ Z. 4, Zoe_:::. .J'rv· l.8S T / :r' ---4 u ----,/" \ -------. . _, /..\.~ X '._ __ .., I - ,--.f .J_ 4 II 32 .nJ ~ I b .to 7 .rw ~ T t I 4 i·I _L --------1 l s- Scan L.A1'Z-.S~. eJ,S:. ..... j o 1 t ~ 3 .. FARA.CA-'{ I $~ c::,. \ ~: ii~ ~(?urp ME"-.:11 KATj=oF? /'v\ . · 4 ~V \.,..,,A -r-:i:--a t\.J S .·Jb~ 0 ·3X.96.,ooo.Ps.r- /V\..;, 2.. 4, Z,oe;.., ~t,J--L\s .s. C. ~ 2 ;rl'-J : .. (. ~-·2.~ Cto·':7 ) ( 0 ~ '7 ,...,; '7 X D \ (2. 4.·, 2.c:,c:;, ~). ' . . -. A-:-(.' . . . . ~ .. ' ,'J p·. ~1;::-' · LA_ t ~ · 4-f k::>R..S~ \/\:IE· L ,~ . A.· N :i~ . . . f' LA t'"t? --""r-o -ID~' - PP'E;:ru , \l\lEris .· . ,:JC~ -~-O~Ji\J\:3-:;~j;~ FA 12-.A-r::::. A...'-( S DC) l <:I A ?c::...=i'T LA1'<. S~t,._j 0~ / o 7 / D .3 -I l:: c;::iv .:i:-P MC N T 1-===t..1., ... :,,= c, ~.N\ C.A L '-V L.A T ,r--c.;, t._J S:. C.t---\ECK t-RC> M Tf-1 E OE--8.Tu.N it:> '( N \JC.01~ v U LcP-.AF'\1 LALC.vLA -r-:rorJ ~ P12ovS-\2le l~ -I I-I c o.J/\1\ ef'-J s;~-fv _s;., o2E:N VVESf!::> L ~ ., ,,x 6 '1 ><' ~o-:rsr To? Ct-lo,~~ M 0.2..81 I F'/= so ~ s.r- As LCNF'-;J'"i)...Ms-1~ vv..:;:-r 1-l MK. '&.en fV\A"-( I 'SAL-eS· B-Nl-t.:z-r..iEc~ 4..T VULC~A~,, n1e= b ~p io~Wt5Et\J -, t IE= 1VVD TD p C HQ 1<... ~ ;'::.....N t.. L.1:5 > "*--S. j l I \ i,1 ~0 1,,/ j I yf 3 ~ ,_\ I I .J \ " // 0. 281 3 \ _j_ ~ I ,. I j \ ./ '\\ / ·. /' /' \ 1'5:.:c.-e>lT \.,-At2;.sc,-..J :' ~ /or /o .3 ( . . . . , ' ·i:· ,. I I . J . _ SCD~:V = 7 oo· .i.:i::=.s . V -' . LL~ -. ..,. '" I~ . =- (;),. 3i7.s ,< • 4 x 4 'FA/~~'{· 1 · 5~' t4-F-,A. eq::u .:r-PM E Nr , ~LA.. ~-A-M C.6...~kA. ~ ~ Wc=;'--1:::::, 'PLA:,E I~ n_;:, · Tb p C HL'.l f:;a .. ~ IA·f'-.,Jl,... L.IS·S c:>r ·. C::::.W .:r 0 \<::.. ' • · Sc.c:,Tj, \._A. R Sa. ON os-I ot&, / o 3 ~~DA,.,,.\ s;::'.:>o 1.::::1 -A Ec;,u r1~ M r5-NT 1~-r-F'c::ir<./v'\ CAL-e-u LA 'i-~ o"-.J ~ C 1-l E-C. ~ 6TR~S<; ove~ C.A ~ oF J72.uss -JZ:::,...J~-r- Fe:, t' /.A--j -4"7"=--,--1 1 b'3 LB/ .rf\-J j r II I( I/ i ,ff----"'------l+"'-l.S-_,,__ / ~:...-I. S··-:::r--""----I /I ti ...,._ _____ , __ (o 1 o ~ --[_\Ci/ J7'.J / l L [ I y J C 6 2-c__) = h -~ cS = lo ,ls )_ __ o .. 3=t-S)2... , CA ·,~t::A '-1"'1 ' Sl~b·:,:4 A:. ,c-;,-,.. ;, .· ~u:r-PMeNT'" · Pt...Ai-rD-F<-/V\ · ~L-C-JJ L-4\. t~ ~ ' Cr-\-sc.:~ eec.&N~-~-..tc.. L..cAb ot-J ¼..A1~--e: ~ ~.b+NCt -.Bfrl~.> /.. . . . ' ., . . 7 .,..... -. -,. UOti I I YI ...-·. ../· ZC5 ' , 'Sc::o Ti \..A I~ c, "'-.J . 6 s-J 6°8 /o S FA-i2A~"(, "Sl:)c:, 14-A E-0)-l"-P'M.SNJ PLA-r--'rD?--/V\ C.A L..L-UL..A T":-..r--otvS As p ..Ts..::::.....v &Si::['::) V\f _:J-Tt--\ M f2_ . s~ TI M. t,::... '-{ a r VU\...C--~FT ~ os-/07/03, TI-\E ~~ V\IF~ --!b~i-$ ~~ ~l-1 St7'~~CS AN~ A~e No1 ~:re ... r--..1 ED ~?-\,_/·•<i~P'.J:\.L.. ~ D $ / O·e:-<;;::i:---b vJ E-0 AS A S I-\ E=.A.J~ p :rA? ?-'\ i::2--A c', N\. "'Fe:) 1<-_ L-A:~b s= L-~ n::=i~ 1-1.-0 ,e:.... D s. . n-ls=1<~E :..i:r M V ~ T I~ 'E vs-i< ':r 'F" .:r Eb T!-I AT T 1--\ s~ I ~ A.N ADE-<=?v A'iE C..CN wsc 17""D("-.) oe-,we E== A..J n-t~ D'PEI-J ~B J""o, -s TS A/\...f D n-1 t= ~i-e-e L P'E?C..\4'... ~F TZs. ~A. N ~ Fe,<... 1 M 1e" L-A-~ '-- SE" cJ SM::t:C_ ~E FR.c:./J\ Tt---\""E t=24'v.-P,Msf\J.-- PL--A~ lb Tt---16-'P---~-F ~¥--. PL--A-, fut~/v\ -- ~ ;:;::,c=;I\J ~ ~ ~ c.'.:)~ E=A,c...1---t <:JD:C~ I 1 £Ac. f-1 DPE(\j rN Ci WSL-L PRo-v .J"""C>E A-, o F Roe, F -0 ~c. ~ ~ LB-iA, ST .:I '2... .rw Cr-1 'E" $ 0VV J°' TDP C 1--1 o i:?.-W .. WEL-.D. ,. :sco iT lA..;~S.c:;,\._J ;o,~ lo-0 /o.3 F A~A-l:?,A '--:(1. So.6 i4 !...:A :;, · "· ~Qt._/::r.Pt-1\cNT 'PLA.ITD,R.-fv\ :cA,L..L,Uµ_A.1'-:r:--ctv:S:>' ' I \ i' r ·r ,, I I I ' ½ ,, : z ¢ ' ,' i • fDu i:>1:>LE" ~!,-PS :B eJ"Wl=EN -~AC-t1 i::>R=N wi:f:B . : !' i ' -SO .t,$ T ~ ? ~Mor~D Af'J,l::::, i7?-ot,..1l>. '1 ·'->F . . . • sret?~ De-.c t,.. ·: .l 4 ',;f-@i_ DS Pel<-. ~Pe-N, .J,~ "") • 1•1, --,---,------,,_,______ ' ----·-· \ hss.ut,I\~ 'EAci-:t Puib-t;:>L--6 .weLC> 8-~c:>J .. 4 we-t-P ~ . ~J:2. . ¢:,f!> E;tfJ rtv l:t J . 5 c:::,p E?N -.i.._ 10 lt 5 Fee::-~~ 2..1 B.:,Z... 4 ,k 'i3 .5 ":!· ·. 4 )(. '5.: ·VVt'."\..,.D s l~R. VE=:(<.C.D 1.,._r1 f: .~N·~c; . Pu1µ~lJ&-w~LD · J-tA-<S ~HE-At?---3rReN·4rt-\ C>F ,Ar t.. EA "bT" -::J. 1 Z 7/--&:>. Lls/pT Fo\2.. · \6 :6A. DE-c I<'.. A-:Ni~ 1/2 ·,l¢: P:v. DOL6 ·weLD_s D.. -r :ta (,J D-C.. ,~·k 5. LAi-:?.£c.:::,N O'S"}c:, e,/o3 - - ~~R~ e.~~~!Ji~l;);11if~I;~~~ f"~.!:lltr-~lt:r. ~tf'"~_iiS~ f··;.WEJ."G8ffi1P~ ~~s~~~l~l~.::::~1_l..,.,,.,,r,,:;~ t~lfb.~lt,, ~ !"11S.t..:..,G. l!:~2;;· ').~~~2. ,=---------u 257 165 114 84 . I . -3/4 x 1 /8 , ·, .: 1. ., ·,:;;·· , , 430_. ~:-586, Loads and deflections fe theo et1cal v lues based on 12,000 PSI RECTGLR ,q,,_.9Z.z __ .3oo.;. :.Y:.• • unitstress.Focpedestiancomortdefectionsinexcessof1/4" 1.6 1.8 2.0 2.: BAR ONLY _c _ 257 .29~, 17_?. ... 147 ·are notrecommerided. :, o:· : .1 s-4, ::-.-· ,240:· t .3~5;. P. _470: 3/4x3/16 RECTGLR BAR ONLY 1 X 1 /8 RECTGLR BAR ONLY 1 X 3/16 OR 1"I-BEA_M U 387 248 172 126 .. o·: { .192:, ~ · .300:· (:430,.· f .586. U = Safe uniform load lbs. per sq. ft . C 387 310 258 221 D' '· .154! t:.240: , .34S-s ~ .4::io: C = Safe concentrated mid-spa~ load, lbs. per ft. of grating width D = Deflection in inchbs U 458 293 203 149 114 90 73 ~ _:·.1'# ~:.·.225, .. _: .. 32,f::. !: .441~, _,575: :-:.J.28:-.; .899, C 458 366 305 261 229 203 183 D" :· • 1 ,15. . .. 180: .259;;: :-i .352: ;: :.451' ;=!: .583': : .. 7.1.9: U 686 439 305 224 172 136 110 ·o: -: .. 141P : .225, ;,.324j_ f_44~i r·:576:-t.~728; t .899i; C 686 549 458 392 343 305 274 I , . D: : .1'.1'5' ~.'".1 so·. ; .2s9·, ~ .352' .461-·' -··-~:3 1 .: ;·. 7 1 1 1 9 4 .- 94 ..- 79 ""'il 2.1 2.3 2.5 2.7 2.0 2.2 2.3 2.5 2.7 2.9 3.3 3.5 /1-1/4 x·· 118 f \ U _ 71_5 458 318 __ ·-233_ 179 (2g_/ ( RECTGLR ,o .. 11S: : .180-.259" ,; .351 .460 .581' .7.n:-1is866'. ~r,030: BAR ON Ly /. C 715. . 5_72, 477 __ 408_ 358 318 286 260 238 _/ D· .092 .... 1:it-4 .207 .. 282: .369 .466: .575, ~:c:'.695 ·:·: .82f \1' 2.4 2.6 2.8 3.0 J -U 1074 587 477 350 268 212 172 142 119 b~/4 x 3l16 D:-:;._n:i; .' .180· :.259--'.'.351'. .460 .581:· '_·.1.1-:r i .866: -:1.030: 1-1/4"-I-BEAM C 1074 859 716 614 537 477 429 390 358 1-1/2 X 1/8 RECTGLR BAR ONLY 1-1/2x3/16 OR 1-1/2"I-BEAM 1-3/4x3/16 OR 1-3/4" I-BEAM 2 X 3/16 OR 2" I-BEAM 2-1/4 X 3/16 OR 2-1/4"1-BEAM 2-1/2 X 3/16 DR 2-1/2" I-BEAM D· .092 -.:144' .207 ; .282: .369 .466, .57S: ·;· .695. : .827 U 1030 659 458 336 257 203 165 136 114 D:· :_ .09ff '. . 1'50, .21 o:. ~:.,294: .383 :: . .485' .599, f .:n.<io ;-.861' C 1030 824 686 588 515 458 412 374 343 · o: -.077, ;_' .1:20'-.173:>_ =.235 .307' _339; ;: ABO, t::'-.5'.79· :>:·.59cr U 1547 990 687 505 387 306 247 204 172 146 126 97 D·: .095:. -~ .. 15Dt · .2.15,· ~ .294'. ... 383: .485' ... 599.· f-_'.724' -~'-.861" .1'.012 C 1547 1237 . 1031 884 773 687 619 562 516 476 D. :: .D7'T :: .. 1'.2fr · J73: ': .23Ef. .307: i-.389' : .480' ,: ,579-: .' .. 690.' .812 ·1.174 1.542 442 387 .941 1:230- U 2105 1347 936 687 526 416 337 278 234 199 172 132 D .· .082.: · .128!-: .185.;_-( .252< .329 .MT .51S. ::,..622. C 21 05 1684 1404 1203 1053 936 842 766 D" .066" .1.03:. · .1'48;-, ; .202 .264'. .33¢ .4,1 2: ·. .498' U 2750 1760 1222 898 688 543 440 364 D. .072. .1"12· .162.' .220 .288- C 2750 D .058 U 3480 D .064 C 3480 D .051 2200 .090' 2227 .100· 2784 .080' 1833 .130: 1547 .144 2320 .115- 1571 · .176 1136 .196 1989 .. 157 1375 .230 870 .256 1740 .205 .364, .45Q .545 1222 11 DD 1000 .292: .360' .436' 687 557 460 .324· .400 .484- 1547 1392 1266 .259-.320 .387 ' .741' 702 .593' 306 .649' .868 648 .696 260 .759 r.009 1.321 602 526 .807 1".053 224 17.2 .880 1.153 917 846 786 .518'. · .608 .706 688 .922 387 330 .5'77" .677 1160 1071 .461 .541 284 218 .784 1'.027 994 .627 870 .819 U 4297 2750 1910 849 687 568 477 407 1403 1074 351 268 .090 .130 .292 .360 .436 .518 .609 D .058 .1-76 .230 .706 .920 C 4297 3437 2864 2455 2148 1910 1719 1562 1432 1322 1228 1074 D .046 .072 .104.-.141 .184-.233· .288 .348 .415 .487 .565 .737 SELECTION GUIDE A-19-4 GRATING For deflection of not more than 1/4" when subjected to the severest of the following: (1) the uniform loads below; mid-span loads of 300 lbs. up to 6'-0" span; or (31 400 lbs. for spans 6'-0" and over. BEARING BAR SIZE FOR UNSUPPORTED SPAN 3.3 3.5 4.0 2.9 3.1 3.3 4.0 4.2 4.7 4.6 4.8 5.5 5.3 5.5 6.2 5.9 6.1 7.0 6.3 6.5 7.7 (21 under concentrated 4.2 3.5 4.9 t 5.7, 6.4 7.2 7.9 50 3/4x 1 /8 3/4x3/16 1 x3/16 1-1/4x1/B 1-1/4x3/16 1-1 /2x3/16 l-1/2x3/16 1-3/4x3/16 2x3/16 2-1 /4x3/16 2-1 /2x3/1 75 3/4x 1 /8 3/4x3/16 1 x3/16 1-1/4x1/B 1-1/4x3/16 1-1/2x3/16 1-1/2x3/16 1-3/4x3/16 2x3/16 2-1 /4x3/16 2-1 /2x3/1 100 3/4x1 /8 3/4x3/16 1x3/16 1-1 /4x 1 /8 1-1'/4x3/16 1-1 /2x3/16 1-3/4x3/16 1-3/4x3/16 2x3/16 2-1 /4x3/16 2-1 /2x3/1 125 3/4x1 /8 3/4x3/16 1x3/16 1-1 /4x1 /8 1-1/4x3/16 1-1 /2x3/16 1-3/4x3/16 2x3/16 2-1/4x3/16 2-1 /2x3/16 - 150 3/4x 1 /8 3/4x3"/16 1x3/16 1-1/4x1/B H/2x1 /8 1-3/4x3/16 1-3/4x3/16 2x3/16 2·1/4x3/16 2-1/2x3/16 200 3/4x 1 /8 3/4x3i16 1 x3/16 1-1/4x3/16 1-1/2x3/16 1-3/4x3/16 2x3/16 2-1/4x3/16 2-1/2x3/16 300 .3/4x3/16 ·tx1/8 1-1/4x3/16 1-1/2x3/16 1-3/4x3/16 2x3/16 2-1/4x3/16 2-112x3t161 - . , : I, ,:• ,_' . ·.: ·.>,, · GRATINSPACIFl(Z;INC:. . i' I I_ 4 •• ::, . LA. RS~ O'S" }p e::, /c 3 STANDARD ALLJ.MJNUM GRATING (.A-'1'9-4) , • ' ' I Beca-use they combine the quatities.of ~.ormsion !'esistance '.~nd weldability, Alloys -6061 and 6063 h-a.ve been selected for use. in manufacturi:ng aluminu!T) grati•ngs. _ · Standard Aluminum Gi'atings. are assembled by locking th~ crbss ·b-a.i:s and bearing bars into -position b·,y a swaging pt.ocess qr by twist-Locking. the· mem'bers int.6 the_?esired · :pattern, Rectangular and 1-B~arii styles hav.e essen!ially-equal i·oa(:l- ca.rrying capacities for a gi\cen bar depth. Tile l-Beam · grating .provicles about one-third more foc;Lt contact ~rea and a.flu.red surface for improved: skid-·resistance, The rectq.ng1Jla,r .s;tyle has greater open area a..nd · v.ert.ical bar sides for easier p_a,~.5iage of f ore'ign ' matt.er. OTHER BAR SPACIN:GSAVAILABL.E . . .Ali;iminum Gratings can be supp!ie·d Ln a Wide y.ari·ety of specia"i bar spacings. Openings 'b:etween .bearing bars-.ecj.n :be -reduced to as little as 1 /4". This is particularly suitapl:e where pedestria:n traffic in-vo)vihg high-heel shoes may .be encountered .. CompLete ,it1fotmati.on for specific applications will gladly be furnished on request. · · · A-19-2 ~~-~=~~ BEARING. BAR' SRACiNG 1'-3/16" o._c. CROSS BAR.~F_ACIN.Gi,.- 1 4 0.0,, . . ·1_· ' .: ... A-·15-2* BEA Ji: -=ri==~==::;:=~==*;::::=~ BAR ·sPAC 1 NG i:::,,=:::;:;:==:;:;::~::::::::!;::::;~ 1'5/16" o.c. i:::::;:;::=::;:;=:;:;::::::::;::::::;:::::::::::::;~ "When:e.valuating the \'oad-i:arrying·capac'ity ot these pro~wdts ad"d·-25 per-,:ent to·-tbe vaJues given in the Load Table on Page 5_. ·. ' GRATING,PACIFIC.-INC. ' ' ·-· ,-" ' 0 , ',, , ',' ., , • '/ :.: • •\·-\' ,-<~ ,,··-),, 1".,l '· /, ' ' ' ,;,,, .. ,I, I,•• , , .J,, ', 1 , ( • ) Nov .. ft:.0,2 03: 27pm F rom·VULCRAFT NUCCIR VULCRAFT GROUP lll!lliHAM CITY lllVISJON S.L,,c..;2 ... sc.::,N ~s-/ D8 / 0 .S Ta: Scott L.arson ___________ C_?~P-l~Y?. _ -~~Q!~_T.elE:_C,01"0. _____ _ Fu: (619) 229·6190 ta,,QJec:t: Puritan Bennett ~ Carlsbad, CA ~No: S94-89-0432 t.: Joist Calculations Qu,uent OFarReview • Comments: If you nave anymore questions, please call. 435-723-5423 T-989 P.01 F-096 1 Fax 1 PAl~A DA'-() ~,~ I ~ /~ Ecpu:r:PJV\E=i\../, PLA~I-"\ c.ALLUl...Ai"'"L--c....rv Date: 22 November, 2002 From: -Scott A May Title: Sales Engineer F~ (435) 723-5423 Email: scott@vulcraft-ut.com Pa9es: 23 OPl~ase Jleply 0Plemte CQmment Nore: -Tb 'F,:n ... E. -. . C>NLY or-'1E "N'\At<~;f ( J"o~'ST D'SSl"lcN~ Ser O'F i:::::.ALC..~ .:r:N '-"\.. v D?:-D \ oNi-. '( 1~.r-~~er-..,-c..s;. ..:.:r--f'..l D-es J-c,Ns .J'""S ,St....r6H, v Ai~-.r-A ~ .:r-/\.J END PA.NE L .D :nvt e,v s ~1 ~ Tl'-!vS f== CA-LC~ -S'"N c:. I...U i'.::> 'E,P A5 ~ ~e~-c":J)A 1"'· \ \/£ ~MPL'E ... ..:S,l.l~ PO O,X 0>7 IRIOHAM C,Tf, ,TAM 84302 '"'" 4,S 734 '4'3 FAX 435 '23 54'3 WWW NUCOUOM l 25 . Nov,.zi-OZ 03: 27pm ,Frclm•VULCRAFT , . S. LA,R.6Q~ C:SS-/~ e Jo~. '. •-;--•••-u•••t•;••-•••-....... •••• -•--• _,_•••••~.,••-••• • ,_.,,, •,• -• --··•••••• • • '"' ,_ •' ;,,_ ~ ...; ~ ..... , -· --. ---. ·----i:: .. . .w. · ...... -···-· ·-·· ·--...... - ~ \D ~ ~ -"6--"'1,,o,.., - "" Ill( '1) { ~ ""' ·~ .,J <:i .. '3"' .j\ -:i, '~ \) 1J) .... ;.. \\.: ~ ~ .·~ i. I -jb ·® .... "" ~ ··H -~ .\II :Ii· ~ \)Q I ,_, A N :,.., .. \I) Q i~. ~ ~ '~·i ,... ~4 e ~ ~ ,") -~ ;~ ,i.U Q· ":2· -~ ..,) ~ -~ , 13'-, '.2 :Q,) ·<;(' I \j t ~ -~ ½ 11". a 3i. 1 tc ~ ~· i.: ,:[\l ~- $ & 21 -,:~ .,- -~· ·20 ' ' ':·· ' . ' ' -. -------........ -··--.. -____ , __ .,_ .. --·, .. --·'··~-, .... ·-····-'"-.. .:S. LA-t~-' C:XSl~/o..3 , Nov·Z2·P2 03:Z7Pm From·VULCRAFT 435·723-5423 T-989 P.03/23 F-096 t ~4-;... ., 32· :.. l -;~· , · T6 ~ 3Z't..n 4E b -; C· • . -· ~- FARA.-1~'( I $De, 14 A.. ~.TP/V\6N'T PL.A.IR:)i<}V\ cA.t.L-v LA. 6:,,J. ---------·· ·--------... --.. ·-.... --------.. -··---------··-·---· --·-------------·----·--------IM LONG ~-F'Ar) ,;01~-·; !:•;;!:,.:.-:;;~ REG:i..:2REMfr{·r~ , . .,. f.J: s::=iE~.;. V_,..;...~~t·,;:-·:· Er-.;; DE?"i ... --------------··--------------------------------------------------------------· ::<F< :DC. '.i r~f. L,~J~:....Gr~i.., LEF7 E~D ~,~r E~C iT~N:A~D SYAN~~R: ACTUAL DfFL POIN1 I DEP1'ri 32 0(1 B= LE1"GTr. ::.f:-:: i.: / (; . -----------------••LOAD CRITERIA~• • TCi Al.. 1...0AD = :.NCn[~ i:. 1 T 1. 1 2 '-~ ,. ---. -··--··-·---------··-··-----·· -·-·· ... -----·------· ----------. ----···-· ... --··. ---·-· ----------·-. . .. . -- !..IVE L.OAO PEFLECT!ul, ~Pf:"C~rlED AS ~./3tv • TOTL LOAD DE~LECTlC~ SPEC:~IE~ fS L;f4~ CONCf:.NTRAT~li c.. vvC /4~~.: TOT . .:..:.. ;., pr-y" ?" T I("" ~ ff" -r'" e/ rt) HJ. • 7r-.~, \l--1j,-p 1 / 1 r -----------~--------·-•~BASl C C!~ENS!CNS•c . --------------------LEFT , UK ~ENGTH £NG PANE~ • 3S. 9 i b-,. 1...Er: .,... r ... • Er.tP FANf.L -C !) .. ~ • OEPTl-i ii:'FTr. De: i-i ,.. LEFT CENTER ~!-~r' ... ~!GH= ~NC r'ANL ,If--:: (:1 i ~ !G\-t: TC f. N r., r'ANE:... -·. I;/ 0 3f (1/ C Jf: Cs-· (· ::-s: \J/t { ACiVAi.,; • 30 1 /..:; 1C, . /.-, .: fv \ _,._ 4•TRUSS ANA~Y?lS•, • -------·•·---------a PF • "Z _, --.. "' -.., .. ' ,-. --., .. ... 2.3{,.;. ~ -=~, (" ---o ... f:fr .... r::---"'-r"' r, <EFF .: ~Ji=.E S':....CP~ -GS$ .• erT vAf~ Dll"l ~-3 1/'2 RlGHT VAR Oit~ INTERl'OR PANE:..:S :;. ,;:· s-4 0/(. ,!l.r.JAL !-U 1 :-.. WEB -> 37~ ;/~ ~ 3Sf..1t. f. 23/.~2 ! A11Ai. t..P TO? Cf-lCI'-,·): ~, ... ,"":'c _. I_.._. :rn..;21:-" (., Ai--.lAL LL BOT CHORD C 0 4S82., 3 • ,'! 3::30.(, ] i ~ i: ~- 3 i 3 ~ C 3130 C !1 :36 {· ::: 136 \: '313{: '\, ~-r .,-:,-, 1 ~ Er,s:2: C -· GC7B.B ? LJ E • 7 ~ ~ .1(; l 1 LE • 13 1 S • 16 . -( .. , 8 • 1~ • ... ' ... ' -. ,.:. ' .:. \j \J 31 36 t• 3~&:, :;:;{Jaj i.. 23-)u E '·· ~ .... . .. c1 -~ ,/ r:. • .: ~~ ~93 3 C 1: ~;. ;, (: 2 <., ~- 3 (. :-· s:,; -:. r. -' -. -"" ·--_ .. ,.._ ., , .. C' --= \, ,;;. J .: {~ (, \, (,vi, .. I.• .... --~ I f\ ~cc ~1L1 ~ :: .,. •. '""' ::',..J,. . ' •.. ':t-'-1-.; O~C· ~;.;- -:i"ti \I\.\ (- C: 4 ~ ~-.l.i":' ,. 2 SE:~. ;; -: ' "'J --. -"" C, 1556S C, ·- i i 4~; =· -· 3..:.. " ..:>, i8.c,i;., ( .., 31 :S~. C i.:.-Su ~; 6f-'i2.; 3i~t~., ii404 .... 1;.Sc:S t :':!13~ 0 tn?ei;:; ..., ' (: E.GG6•~ 2 506c!: -~ ' (; S725-U 7 8 7~:~ <i 7 t: e.oe~s. 2 Bo6of 2 C C078f. r 6v73d ... ( 0 Z ~t,t; 2 ,'=. 0 3173~ 0 G ~ ;::3s:; ~ C v 85234.2 C 0 .;>.S~3"t 3 .c 0 .72383 ., .., C 0 4SBe, "7 (: .c 0 I Z7 ---·· • • • • • • • • • I • • • 4 ' • • • • :,-. , ' r ; i • f\·· tv ' . l:'h 1. '\fa. • • • • • • •• • • • • . • -· , .. ·· .. c· · . . --C · · ·.b <!: SJl ,;,, <:. ~ CC, < r.P -J· < ~ !Jl C: .t, LJ rs~ '1:• rrt· ~~~~~~~A W ru ~ -~ . ' . ?' .i-:;:t> f:"' --I -i--I ,+-!Tl I t:.: I G"3 '11 , m t :c ·--1 _, _, "'-' f(J -fl'l h' ....,_ IQ ti•_. Ti) --' ~ 1\1. ;--T0.2 -J -h :--l f'.l ~---.1 to .J· 11j -i ..1,. n,--.. ,.i-_ --3 u1 ct---:I o I til I ..::.i I I . ~ lt:11 )( r r· r-r· r r·· ,i-r r 1 .--r ·r· r-· ,· r r i-0 lTl. I '111 I ,..... I . ·1-. I ~,_J '-' f•) -ri·, t,i _.. fn ~,.-•·• .... -! ...,i ' t· I :1 ,.n •" n_; c:) I· ,_ij I 1..i I..!~ 1· ...,. 1· ~i, --r ,..._ "'--.., ·-.... x fl) ... ~ -' flil ·, '~, I 6·) 1 ...s. ·..J I :Z I 1,:.J t,J 1· I * I. 1.n· I.Jl 0 f•' s,.:i r,'I hl n, n'i Ill, r\, t~\ ... · ~,; X ~->< x /:i' >~ ~: ._,.. ~->, '>,<: :,-·->=;: .>c x :;o 11' ~ :--,.;. ~,., I ~, I-:r,. -· ~ ~ ·1 , A I ·I I. I 1-l --" _. r,_ ... _ fl_•· I!\ .....-1, ftl Fl.• ....... f·: ~ ~ -• 'llJ ~ ' ' .... ........ .... ' ,_ ' "", . ' 1-· ,,_, r\rO r,l r,:; -ft\ · '-' ,.,, ,,,,· tQ ro t•.• .Y. ;,~ X .. < >·:_ "' '.::' ·"i. )f 1• ~ ---}-: X :,.: 1:· ' r\, }i>,· ~ .... , ---·! .,.;. _. ... ~ ~ "'"! --> ..;J ;..; ... -,.,..;.., 1.-1 -· t,J ··~ "'' ,.,J . t..l (l., .. LIV--.. _.-, • ., 1,: b (U {t, ,n ,"it ..,., -i.11 -(~• j n, ·~.J •<• ·11; ,I (Tl i~ (t; t,l· 111 ,,... -~ 11.l, -1l' -·. J .r~, "'" ·~ 11• ~ .. 1,1} ,:,~ -, .;-·' ........... -· -. t:.> "", ,Ct .. t ·t '\ (.-·-·"'.:t -.: ' c--. C ,, ,::,•\ c., "!.,") C! ,("'-,: ,...!· ,(. ..... ..... , •: • C. ~ c.::: "·-. r" ·-~·, t:., C'"' ...._-, ,c-. c:, c" r_..._, c-_-.... .,c'-: ~' ,--:, ' .. ,-,, ,G-: ..... J "":''-e, ,111 1•.• .J· l.l~ • • , .... -! _I -~ ~ I -i (."'\ • I ("") -~ 111 • ~ .... , ,.,, .... •J ••J° C• ,!I 't'l ··· l(J ~ d! "' ·\fl ~-c .. ,., i-· . ' ':":"• ... -'nI. 'J• iri ~-' I ~ I--'· j . 'I .j i . -l . )>- •.n -i ff) I'll r· TI :: 1{ 4~· 9 C> ~., c;,. u I.I) ·-~ 3 . --.: .... ~I ~ -d •t,..I 1.ll \;J· (' __ (t-l•l' CJ> ,C,J t,J _, l)i ~Jl ~·i ,;!: IJl -I\ J· H~ Jo ~-, t':1 ,f; fll ... _1 r.,; ... ~ • ~·._. .r-,-ta ~ r.-. r-, •• .J ('"' ._._,,,; .... 1· r,• .~-. ·,·· p-~-,,,1 'r,· ~ .. ~ ,i· I ~ • I .i ~ r •. , wi 1.: -· -;ti m ~ 111 i..J c;• f•I .h •-I ·r · ITI Z. •!'I V]' •A .-J' ,e,, \!I <:.• l:". "t"J < o---.r h,, f?~ n:·. •..!t .~ 111 -:,,. ~-.. • . J ,•J .i 6:i r:1 ~ '-:n -f + I M~ + 1:,· ' J> x r.:>i.6• J,l --'-'· ---~ Trl flJ ~, -D -.; ~ ,~, .J, 'JI i11· .1., «· 'Jl ~ 1.n ,;,:, ..1> \•; r.11 .fl t.."J m· ·1.r, nj -r· rii ,-... Ill G' ·~ (t.1,"(n G~ l-: ·:1,I t;."l (1, i,i') ~i".'t' '(n (0 t." r.;'l t...0 ,-:) •~ CJ .-f'"" c,, ')> . .,, .t 1(1 ·'!J .1: , .... ...., Ji ~ .!·--~ -., ;o ,l •!1 r.-. ....,j ~ .. .;1 :t-:-~ ~ -:,1 -·.I ' , .. ·, .. J r. f.· .. '· ·(,;". , ... J ,1;, ,O"l -.I t,1 ('r • ·j ,~ h1-L!! t,• .. . • f .... . .. t: ";t) '-' 1•.1 • j tr. 1,\ t,J -~ I\• _J, t, i r,,\ 1 r, -._, -c--.., , T.-, t,l r., rh r,j r ,::, i:.1 l'l :-• ·-rl'•-(<, -· ,:. ,·,:. -r•: c ,J ~ rJ(, .... c, ro o ti• t:, rl) CO _.,~ .... ,.· .:. , ')·. x y ): ~., "'. --x ~< ~ ~ X ~ ">'" ,:1 fji f\J 1_n .. : '-'. P) .... r -· ...... ..,. __. _. ,,J _., .... _., ...., -s _. -· t,J r-1.,1 1,1 ,., -, \..I 1,J • , tr.• 1.,1 ... \.t ~ -·--1.,,• w -· 1,1 Ch .t, o, ni m r<• >11 tr, ~i •11 t,·, -i l!'J ··\ •:O 111 • ~ !tl 111 !1J t,I II, rn ·-1 F 1 • ~ tt- -· -t_'1, ,,;~ n ,.:-c, C> ll_i ·Ir\':,:;;-. ~.I ·a•,- '-<; 1i"':-c;-?l ·:-, <: .0 1·' -,j !...- f\J r,, CTi t;J'::•\1) ~ r:-, t,1 ...,-1 ,j I I'll z· '? c:, 1.-:; C, ¢, P)_l ~ .. ~ ~ "',::,, ,., {11 r 2:· ef, ;{: .,._ i;-.. ::t' 1,1 V'I I.Tr. u ... _.. __, -.J .. , t.: 1> -1 ,·, .t tl, 1 n 1:-H! -~,, : •Ji tt-i -1> u,· ri:i -1, 1" -r,_. ..1:-. J, rn ,.._ . -t ·: t(l cf. n ,,., •f; r11-,;r·-'" 11•-._,, ·-1 ,_ I\' ;__.., ,;-; ~-· t ... ,f'i <,_· -c-o r· tr. .. r, c;: .. "<-'! Jll ..... ··-"11 •?~--I_ -1· ,. j ~ -i -i -i• 1 . -+ i + .J -+ .J. -i ~ ·1 ~ 'C....,. 1.... 0 C, ~, ,.., •::-O C.~ -c,. -::• C 1.~tjt • -•.•. ,.r, r -~ c, c~ o o c·., o -,-.1 ,;n.tu tr,.~ • • • • • •• • T' +'-1'--:I +-· I I fll I ----ttf ..... ti I Z I (I) I· 0 I .h JT1 I I _ 11' n I "'O l 1:i>-1-'f·rtti tJ 'I Z ! 0 ......_ 0 r ·ttj I · 111 I -i W --t ll'l I r· I, ~ -~h. -I :6, ·1 ·1 r b o "", ::o IO I . -~ ~ I· ITI I· r· r Tl i {t) I O ~ n Y. -'S IHiJ:><~ ... I <p I O 111: 0 Ci· i 7-I . ~.1.,J 7 ! '"r,1rc:::· t " I O -~., ~ )_ ni·,:x t;;f :,r - t:) ·, -i h~ Pl t':i fl1 '!!' "11 ?lJ. -;~ ~ r <. t!) ... It ll p _ . 2 ::., -~ . ... ._. ..... •r, .,.,. r;. 4J r~, r J, •\C\ ,c-,· ~j . .f ~ ,r, r:~ .,, ,: .• 'Jl -{ . c,~.i\·::;n ll-> -~ .,., 'T.1...... .:,.fl 11) r n- ' ..0 ti;\ .t.,. o· ~: -t-!n 3: ,. 1...,1 V .. ..,.. < til i-' C• .t'· t\ t, ·rr, .,:_ ., ...,. :I:. C .J 'f'. ,1 r "lj .,, -l F'i-C"j ll) .:l,~fll ff·~ q CJ r r· m tr/ £') "' l,J ';cl .... , -u >· )<' -4 ... b .. , ~ 2, }!' :--: ,,,. rU ('(; co ,.J ..... , ~ x , ... '::, ct, to 1- lll -f _c;_._ tt' r- vJ. ..no .J,, • J 3> -· -· i;. ,,t..,. ,:_,;, ;-_. ..... ., ..;.. ·" 6 i\1 ;s; r.rJ---1 r .. , '.• t, -· ?.:"' hi --, ·" ft1· tll ~n h -· ,c_ ... ·-· h.~ lll h• ·;t~ ;ll ,t;i fl\ rr,n, 00-<'' -I if I' 1-n Ir) ;p ,n \•' 1,J "-' •!• r-p I rn z ·~ l>J O _, e-, <:-:-t ' ', '~·· ~- • • • •• • i--• :;u ::u -0 ~ ~ rt· r •- ITt. fl1 < ~ -i-o 1-:' ~ <. l"'1 m . Z '2 )> "3> Z Z_ :t>. l> Z Z. tl"O ;o :;a -,\ -i ::i1 ::0 t1 0 "[1 -0 '"D ;_. -=o ,:j ,, 'TI " ,.. . )> ;t-· ~ :r,. ~ ::i,, ,1 :t> J,-" 2: z z :z z z .z z., z z ' m mm m 111-m t11111 m ·n1 r-r r· ~-.r-r· r· r·· r·r. .!) :J: "it· 3 3 "ti 3 '.1°' 3. "T,l "'Tl ;, "1' "Tl " 'U ,, '°fj -n· ,,.. hl (\) "-"' -s '°· ,;I) ·.J :...j· ;,i:, I.!) l.[l ,n <!) i;,n {U l,_ J, .:a •-' j .1•· ~'l .0, •-{ .1• --" ·-J· (..; c;~ IJl lll ,;';, l,· •• , j -J :n '< t..-J' IJ ~ f., CC' ('O lh ,::0 .. I.~.(.! ·'1~ .., I. 'If. -:, .. iu tl! lfl I I'" •ii I <1 lJ" ,:•r fl'• !~• \!l f •' ! ,_.. ~'l::,r.,, 1 ... 1 _.i'?-tJ ·.~ 11l ,r ... I: 1,J 1--'L•J' j;. X :r,,,h1 ..... .i, •.b ,;:, .t, -· 'h• r.:i . t, ,. •f• (:-. Q1 .c;-, ~J p1 ~--!.n i:.• •,t• , .... J:- "' ... '1~ ,,:_. 'J. 1,~·-•. I): 1.ri <("'I 1. ,_:. ' I I. ; I I I ::"_-:l· 1n r>.• IJl ~v __, lo-' fll l1 I I" IJ' ~ {"J C..'1 •.£~ 0 l'l "J' .c, J: C,\· '-? ,:, :1. ,j-, _, -,;-N .:.. I•)· ;_t, ,j, . ,, ci; r .111 1.,i .r:·· .\,:.I, ('.l .C •' r;r,, JC!,.: (,;.,: . . ; ' . ..i.... ., ·-1 lil.-J fl • I t.t:·-~ --1.-1',I j 1\ ' . ·.T.f 1,J .. w ; , rq 1.1 lJ ,,,, ·,'t"J t!l •.O 1..£! -:'° •1 ..t:. l•l --.I i!i ,_C'l l,!'.) _, :z t. c -1. : ~ u: ,ll'J • J .(: b ~' ?" 1:1 IJ} l,,il i;. 1..•i 11!1 !"" t.,.r .. ,. l...,1 f.!'1 I,-., , u.~ ·.,: ,_,. -~ \"'. i°yl. --I(•~" 1.n .I.=. , .• Hl ri> lT, .. , pt )' /.. --·C> ... r;. C.:, 0 '('"" .. " -r: -: t"J \,J t.J 1,J fl.I ~ -j 11• i,J t., IJ ,_, ,_, _ _. ro __.. ; _, r-, ro ~ r,, -· r..,, 2. ,t -• I·. ·I •r-r., -J J • • I· li'J r,, c.i :,:• --i'w J;, .,t. -t, ... -=--.i; ~ ,,-, .t, .J: • .:.1 .... _ O• f!l '.~ ,r,-_ 'C (0 r.--.t.· V"' o, ,., ~ -~ ._j I .;1 •J t. 1..r-.;_I ._i •!' _.,, ('l r•l •""' ,r:; t"j-fO f..,1 t..1 1 ')": CJ r:_-'!; t:°' •• • • • -• I * I --J, I "!-I t,-. '-'' 1 O i ,:... .t-: ,::z I :i:. I I C < l 01 ~~ (} . I ::u· I ; ~~ Id I . -1 C> I I J,_ • !"" l O· I l,J ·' 111 l It\ f ~ I VJ I' )>"' 1 ,;_,. ·) . -I 0-1 r-"D' I _-z 1 •·•lil ==' I '~ I "~ I ~ I _, -n ' ' '-, C . a (") -·: l:· -:·J .... , c=, -r-.Pl. ':-C> ::v· 111 D ~ , . -t ;i vr - ,, Q ,.n (}} •;\ I)' ,.:,. ,;_; ,·, w ··n ,, .. ., , -R1 l -. :I <a> ? ·!,_ c' f -~ ,I . 01 L = -JJ· D -~ .s J> . ~ I ~ =-' ~ .:...1 f/1 -t D J; r? D ~ ? ---0 1 t ~ >y. "Tl I c::, ~- co· O> "'-j:!, ~ ' ·u· r ,.. , Nov-22-P2 03:27pm From-VULCRAFT t ~4~ ~~ ~ c::,s-10~1~ Tf1 435-723-5423 T-989 P.05/23 F-096 P~'-(1 ~l4A '3 .• f:cpu~B'-.rr A.A~ ~L..L\J t..A. "T"~c_'f~ -------------- -------------- MI~ VE~T S~£AR ~ 5E~~ 3 ~2~ ~ND RE~CTI0k = 2328~ 1 ~ss RE.C DE\,' ~EC-Fi!..1..E:: Av6i... • t WEE NC DEH'R J PT 1 C:1\ f:. f V,L It< A j~ i-OP..L; p..; ;_ Ci ;~1 · 3R 25 .-:x C. ;, • r • ' oc 51 ·:.. -;:::n\S~ 2S S v .: L.. '-'t•.: .. . ;:DR 18 L1-'/~!l'.i -i IE~:. 1 ~; r, ,. ~ (. --'iC:.., 5C7.= j IJ V -; ' Efi 27 '-:,; :, ;... ~ ~ ·= '=' : G C, €$ _, -t YtS~E-.,. .(:'::$9:' .... ;.. ~iEU .. : !:,I2~ \..iE:,D ~-:-0";. s s~ 1c3 1~ e.,. 06 ------------------------·-·-* *' e R I D G ING REC l · ! RE'. ME~,~ 2 ~ ~ • '-------------------------.. T·C RY'':'=-~ ·c4C:·-&C-ri'·Y-1·-~·-·i.~-4·:,-,--\JL.Et-~--·-:.Tc-Rvy; --264-.7-'lZ WORKING LENGTH= 3E 517 F7 f BRlDG!NG SPAC]N; CEVE~0PEC AT iS ~~i FT FO~ 1 ~D~li) CF ~-ERlD~lN~. -------------------------NOTE· fD D!STANC~ LEF~ EiTHER !ET OR SPEC:FlEC t NOTE-!~ D!ET~~CE R,M, Ei7Hfk SET OR SP~ClFIEO. • • • • I I • • • • • • • • • • • • • • • • • • • • • I • I / 1. How to· use,,the vertical load .tables: . a) Determine .the total-load and· the ·live load. for the roof -dect / b) Using. the,totaI·Ioad, select the-gage and the.span wijh equal· or greater value· for s (stress). c) Using th~ iive ·ioad, select the gage and the. span Wit(! equal, 9r. greater value ·1or 6 (ileflection). · · . . d) Select the gage -and the span ·for-'the r.oof deck. that meets 'boll) steps b and,c. F· The ,followi_ng formulas: were us~d to.,clilculate the -vertical .loads. in .the. ta~le5. All val_ues are base.d on uniform loads:ir-all spans. , , . . , a) Stre~s · · · Simple span ~. = 1.5 Wl:2/( + sj' Two spans -s = 1.5:wt2/('-,f:l)' Three .. or more span.s .s = '1.2-wt:21( -S) b) De(lection Simpl~ span Two,spans . Three dr more,spans t, = .013 wL• (1728)/E,I i::, ,= :0054 wL 4 (1728)/EI 6,_ = .OQ69 wL4 (1728)/EI ·c) Allowable design .stress ~!:1B's'6, System,80· · · .22.~00 psi· ·N-24, 20;000 _psi , Vercilr ·30,000: psi a: :se·ction properties have:beeh computed in.accordance with .the: Specifications r For'The Design of Cold-iormed,Sieel Strucfurai·Miimbers published-by AiSI. Weights shown.are•approximaffons for design purposes. ·All matelials:are supject. to AISl·tolerances. All dimensiqns are.,nomimil·and are,subject to manufacturiljg: .foletances: . . : Section properties anll'values,shown for HSB-~6 also.apply to· 24" .~nd 30" wide .. HSB•deck. 4. 'Diaphragm shear v,aiues were qetermiried by tests conduct~d.by S.~. B_arnes .and· Associates, 'Los.Angeles, Data·· is contained ·in IPBO Evaluation Report No .. 2078 and U.S. GoverenmentTri Service.·Manual, TM5°809-10, Selsmic:Design,For 1 Building. · · · · · · · q. 1 -Mtachments to· obtain. diaphragm shear capacities shown· In ·the table.s: · , a) .Welds to supports perpendicular to the ribs· of the, deck ~re,_shown with. each product. Weld·wasfiers are use.d only with Vercorand·24,gage·System,BO, deck. (Not useq for HSB-pr N Decks) . . p) Side\1ps\ho~ld.b~ fastened-as shown in I.he diaphragm shear tagles. · c) (HSB-36, Systein BO.and N-24) Vary,tlie spacing·_o,f the boundary-welds to the·sheai collectors·parallel ib'the ribs of the-deck to-meet th~ shear to be transferred. Maximum· spacing ·is-3 feet. Use·the .followjng table,to-deter- mine the·spacing. 'ALlOWABLE SHEAR: _FOR· A~C-SP.OT' (PUQDJ,_E) \IJEl:DS· PARALtEL TD· DECK FLUTES FDR-GALVANIZED OR PAINTED DECK (LBS/L.F.) ,,, ., , : Spa.cing.of Puddle' Welds·, Inches I . ' l Gage 6'!c/c 9'!c/c 12"c/c ·-18"c/c ... I, 24 i , 22, ' 20 18 16, ~) . . .. 1530 · 10,S-765 \ ·. 510 '1914 , 1275 957 ·638 230D 1532 1150 Z§6 · 306D 2039 1530 · ~020' 3828. 45~1 , ,191'4 ;Ir J~6 ·_ ., .. (Vercor) The 'first number. in -the weld ·pattern column.indicates .jlie-weld: pat- fem perpendicular :to•-the i:orrugatio.hs:at;the exterior of'the ~iaphragm and at:lines·of shear collectors: The second number indicates thnveld:pattern all other:supports. ·No-si~e iap,aitachm~nt between suppprts-ls required· . .Wei{ washe~ are.used•for'all welds. ' .. · If mesh is used,. it is-to be 2·inch ·11exagonal mesh·woven:froh) 19 gage· -gal~anized· wire.with ·longitudinal 16 gage galvanized wire-spaced'3W' 'c/c . .When anchor-weld~washers are:required, provide a No .. 3·.bar·continuous .at -extelior boundarjes.of. t!le:dlaphragin that al'fl p~rp~ngicul~r to·tQe corrugation$. . · · . Weld· spacing·for attachment.to shear collectors parallel ·to. the corrugations -of-the deck sliall!be ·as to. limit the-amount of shear to·be,fransferred·fo· BOO' ibs,per weld, · · · · , J F=:'Ai=2A~~ y) ~DO t 4. -A E Qu;f P JV\et,-.fr PL.A.. TR:::SF=?M ·I;, :*: ,,t ' (.A L.L.Vl-_A ~-~ S. :6. End taps · ·a) To de~elop the JCBO. approved dIaphrag·m values for both ~yst~rn 80, anc Sl)eartran7~, ends of. sheets must -be. lapped a minimum of. 2 inches. ~) When HSB-36, N-2~ .or Vercor deck are not used with Sheaitranz" -they can be end lapped or butted. c) Die s~t ends .are.ne9essary .only for end laps of 16 gage deck . ... r Deck should bear on·supports a.minimum of 2 inches. 8, .SH~RTRl\f'lZ<!> and. VENTLOK,. trademarks of Verco Manufacturing Inc. ·are,cov- ,ered· by·pne or more of the following patents: United:States Patent· #4, 186,535, United-States Patent #4, 106,249 9. Primer·paint is intended to protect steel deck for a short period of,exposure in .o'rdinary-at(riclspheric conditions. It· s.hould be ·considered as an impermanent and· .provisional •coating. io. !Ms ,necessary that steel.deck receive proper care at the job site. Bundles shoJJld be storeµ off.tl)e ground-.with.one end-elevated. They should be coVerep with.a . waterproof ·covering·that.allows·ventilatilin to prevent condensa~on. · · 11. Admixtures .containing ch lo lid es must ,not be used with galvanized-deck. 12.-Symbols 'BP -button,punch t$vv·-tpp·~eam weld 1 ½" lqng SSW.-·side seain weld 1½" ·Iorig s " carrying capacity· at-all6wable.d.esign stress, (Lbs./Sq. Ft.) ts. -eci.rryilig capaclty.at--U2.40, -deflection limitation.(tbs./Sq. -Ft.) t·-s·pan. (It:) . . . W'· uniform-vertical load (Lbs./Sq. Ft.) .s ; Sectlqn Moduius.(in3/lt.) r-Momentof 'lriertia·.(in•/tt.)· E -Modulus o!Elasticity of Steel-, 29,000,000 psi cYc -center to. center . q · Ailowable ·shear (Lbs./[F,) · F -.Flexlbillty.-factor:·The,average-microinches a diaphragm web will deflect in a span of 1· Jooi under a·.shear of 1 pound· per foot. _:indicates allowable· load for deflection exceeds allowable load for·stress .R; is,the-r'atio:atttie:~pa~ of the-deck.to the length of the piece of deck., . .(An, , example.is:. Fi for three.span deck Is½.) ,14 \IERCO MANUFACTURING CO. !ix -~1~~~TTI Ill 4 - f-2.0t'-f 1 I 2 \. 3.q ~---~-__ ........ -_,, ____ ~ . -V / (Al . ---loads· BLC 1, Full Load 8 2003 ResultsforLC1,FunLoad May r ------__ Eagle TCS i I Scott Larson 2:45 PM I . I [ ____________ _ ~--------------- Faraday_SD014_Platform_Analysis_2 r2d 0~ u, [) f; !7 ()" ri Ill lJJ C l:. mr 14~ -v¥ ~:{ (ft ~ rJ ~ -I "y )> ~ C .~ lf ? v .s:::.o--n-' ~~ ¢JS(/G:J.f?, /o3 · C9mpany Eagle· tcs Designer . .Scott Larson · JobNamber: ~ ' Member Data l"v'.lemberLabel I Joint . J Join.I Mt N1 N2' 'Rotate de' rees StiaRe l Section . Set W8X1'3 ' ~~'-''--J""' T I .~1....::,c::, \ '-j -,.c,.__ · ·EfFu dPM,e-/..,-AA-n=v~,v\ CA.l-L-\.! 1..4·,-z-!j?N~~ ,, · May 8, 20.03 2:47 PM Checked By:_ .. -: _. -. -Material· Phys End'.Releases Set · Memb .I-End· J-End ' TOM AVM AVM End Offsets Inactive I-End J-End Code Length in in ft ·:s:'fl :Y PIN PIN" I 21..34 RISA-2D Basi'c Version 5.5 [C:\Docµrnents arid Setting~\scotf'l~rsbj:i\Deskt0p\Farc,1day:._SD014 .... Platform'_~,(sts_:_2.r2d] -' . :', Se-aTT L""'"-'Sl. aN ·O~/o·e/a3 ~,~"(1 $/~O ! 4-A ~'?V:r-PME.r,...JT PL.AT'r'ci<I"\ C.A.u...0 L-A:.. r-:..J-;;.;"-,.· S Company Eagle TCS Designer . Scott Larson Job Number: May 8, 2003 . 2:46 PM Checked By: __ Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (Fl N1 0 0 0 N2 21.34 0 0 N3 5.33 0 0 N4· ·s -·o 0 N5 10.67 0 0 N6 13.34 0 0 N7 16.01 0 0 N8 2.67 0 0 N9 18.69 0 0 RISA-2D Basic Version 5.5 [C:\Documents and Settings\scott larson\Desktop\Faraday_SD014_Platform_l1ilyll~is_2.r2d] ~Ti L~/~S~ '.~s-Joe.:, /o3 · · · Company : Eagle TCS · .O~signer . · ·: Scott Larson, · Job Ni;ir:n~er: : ... Reactions, .Sy Combination . LC JoiritLabel 1 . N1 , 1 . N3 . N4 Nff 1 N7 1. ·.N2 . 1 NS 1' N9 . 1 Totals: .1 . COGfft): . ', ~· .. ' ' X·Force (kl 0 0 .0 :a,.-. 0 0 X: 10.67 : FA~A.Di::;,-:,-y;; ~r4A ·. Eq::iu_:z1-=?i--'\t::,Nt ~~M CAL...e\lLA.,r.;.t:C:SKJ S: . Y Force (kl .:603 . 1.479 .. 1.,531 ·t:523' .. 1.5'3: .'1.488. '.597 ·. 1..71.8., . . 1.716 • 12.'185 :Y: .o , . , I ·: Moment (kc.ft) , ,'O, 0 ·o Q: . 0 , , J . I May 8, 2003 2:45 PM Checked,.By,:_._. _ ·134 ·' -RISA-2D Basic Version 5.5 [C:\09curhents arid Settings\scotfl~r$on\D.eskto.Ji\FaratjaY..,..SD014.,..Platfor·n:i_Fi'f.rgliytis_,:2.r2d} . . ::::::,:_c;:, I I 1,....,..,.,, r--~1- 9,s. /o e / o 3 C. ~_r-1,:rC.A.\_. C,,:;,...,j::, .:r-N 'EJ ?J ,.,.... ti vvt=? .:S-6 t-I '.S SO /I ;x ~ c::, X -::;z._:::::, / 1(o .J z . 3 . 2- f:1~ = [ (C "-p "C'4 "' r p ~ P) "'" l \ + 3, " h,/V\ ,-. ) J .,___ W j::> Fp =-o.7,xC4 x .. I" .. pr-W~ C<p .::::--I.~ l<p .::-3 -~ C O • (s;, ~ V\J ,:::::, -:= .j 1 ~ S j LBS C) • Co~ ~ vV p /" 4' = -=--ELEM EI\..J 1 t).,Co':) { 28 2-Bj /I q A-! UL 1.:r /V\ A , .. E. l/ --.(/ _ \ 1 ~ 5 4-Ll3 > S t: p__ v ~ c:c . j~S 1s~ rr L,4.i<-.s ~- e;s-/~ /o,';s .. o-... ~__x ·2.B.2:B' X3o., ...;;!. :3.~ 1 1r5 _..i:~-LJ3;> · . · I · .. , . .. . iv . l S-21 2.Ca& ~ 3g, .118) . -= 3o ;nv .. /" 4, . Arv'.'-1---to(): ·S I 1 3~~ -~-- -~· .. A... "1~ T' Mn...-G ~\~C: 1~01...-('7 / A -:rt'-A-c H&i::) n::, · S~ L We:, Fl..A~R/1'\ ~~-- ). 8&4 -/' ·+-ID,Dc:x.::> ?sr-. v -= · -==-· I ,, Boo . Ps r-<--· · . ·v -= 2.$4 2,_ ';jj-(_(!),S). 'I 1 .. 4 --I , 4 4:(0 . PS :r , <: bk:,.. I · = 2. c::::;, oc:::>o ? s r r . - I. ...,5. }-A12-4=~ cA)z.1 /o3 / 7 I -J--- =f',6.... i=<,..:: (::)t..... '--{ 1 'S i'::::>..._S3-XC ' C:---.:J. .:q -A-.. Ds:s.TC.,"-.J e:, \".'..E: T?:'.--I-\ E 'S:., ; ~--AD~ sPA"--1 c,P ----:n c:>Pet-J vvei=. .-..:ro~r L~~ B::j)I...) :r-?.M"EN_I_ Sc..PEE.r,.J w A L-L I _ L-'1-,.4· .,l:'N re,::u\/\ei::::...i~ re TVioF-S .e-e-L- -<=-=> \... u MN~ ~ ~"' W:A-L.. "- T'(i::> C3·F-(.2..') ///·k .,, ,, -. ./ __ ,., // .... ·· h+.z1.Yo4' l-c1. .c vs,:,<. :r..---( Tl-I~ .J:::>J"s.T"ANCE:° rl~/V\ 'S.C...RES-1'-.1 WAL.. I... .. IL' ~ Lo~E(_ "'-I) PLA,-p-aK/V\ PAl<A. LLE-L 1 c.:::, ::n:=> ~, es, <S u P ~i<-1 s. ,-.::::> -i<-.. PL.b..T 'FOR.IV\ i-z.:::, B~ VVct....~e D AT- Jo ::t""S T PAN EL Fe :rN1'S, lb Lc,CA.._TS:" PU,1FOR._'\/\.. =vE-i<-.. 2 '-e 11 t~Ne-1.:. ro.:r= .... rr 1-S-PA~":' ~ OF D're=N We=~ .:n::, .:t"'S. 1 PAP.TcrAL__{E:) B,~ PLA..,N V.:t"EVV1 .5r---{ow' .J7\.IC-j :P.89u .:ri<-e:D oRJ:E--1'--.l TA~N a-( N ) H-A-TrOf<jvl\ -I ~l<--1.. ~.t....:A1<.~r--..J . ~. Iz. l /o..3 . .i I : . ,· ., I .\} ._l .<::! '3"' 1\ ~ Q .. \1 ·~ \II '$'. A tl 1 ~ ,,.. I} ~ ,') ~· K ~ 10[ ·D . CL !J''r . 1-LJ ~ d J z I £ i: tu ~ 2 h .fJ ... '.;.ci1 :~ lJ.. N .JJ . t0 : . ·"' ') n~·~ go . . .a./\~ 1 JilJ . . f) . -..I -ru . OJ .. V z~ j[O- ti_ ~ ~ ~ i :> . ·ll!. .:!. .'I! :::1 ::l' "' J t" v .. < \'\· 'I). G:.c:::,NJ/~A..-c__ -r---c 1~ ro P .. r·e L ~ ", ' 'I ' \/,S1~:.fl=:-"( !.. E ) E?icE-L O\~l::~ Wf::H!b· .J:'0;~1 :~'t:7N 5. ~ : ~·~ .Sl'-iawN .. Ne::::,.,-~-; ·· !t:?"N l.c '*1'\J ~;t I~. · op.-f2.. E-c..c:::::,-t<..~ ~F. A·N. '( · .i'q:S,. c .. ~.:E. ~A-N c .i'c:;-$ 2'),. r1 ~. a< .;:i-, .;t-c. A.. L Tr-I. /4,... -r- D"-~t · P.L~TFoR:.~ Sv,:::...P.b,~~ ~t . L.:.OC.At~.:D A', o ~~ ·"-J·. · :: we~ · . .:!b ::I:~,, PA fv -E: L · p o~TS o, \....A. 12-S~ 04 /'z'1 /'o3 / ~~ ~ ~ :, '2 I; f- 2 I) \/v!!>X ::1..::., \) we,,x10 l)c:, D,:;:;, ------ ~ '( (() .5 __ .., __ _..,, .. ...... r II 2J<C 2--Z; = I ' f I ' f f w .... !:-- D ··-~-----·- ' .0 I) r.,......,_/ ...... i-;:. /.:.... '1 , :::, DS"S-X C..... = -;;i_ ~ -A-.. ~-e=$,:n::..r,J S i-:::.~1-\ e~ < -:12 1-o i,1 a F.r-EL-\:::::> \} v~ .rr=----{ 1 ., I fV) l~-n --------~ 'i i l ! l I I'----2 ::l.1 -4 11 F re L D Ve-i~-r-F'-( -------;11."( I I PLAN V:r:E..VV ClFLt-J) EQu.Tf:::>/\/\Ef'-.1-r--f>LA..'7"-pof:Vv\ SK-3 ~-l AR!;:.~r-.:i. ' . '.¢4 /z I /o 3 L w ) P':'-/"-rpc±,i~·-IV\ I :PP A.fV\ ·:rN ~ Pl==P. Pt-Al'-4 . s-s-c.~· At-LDl'-1.~ -~~T" L.:t:1'.Jffi"~ ~) , AN'~ ~ 1 $.1-~0·W J-'.N ~ ::p,_~$:MEN'"rPF(N_) Tl-'·.&5; 'S:.T"c=:E L-. .eoLuM r-..J .TZ::';) t't;;:') C>PEN -we& ~ ::IS:.'T .4 .. :r ?iA..(\..,JE L_ PD·:r:r--Jt-~ W.F:aeAJ-i · F=F! FLAN Fl.ATE, -12'•~~'3/5" :'Jl.lK WI (2J·3t~·· eOLTS rrF. '. AT EACH.61:Al'r'CONN. ' ,ye.-e sre ~ STL,,i:oLut'>I. ~ ... (/, ' 3a::, '(," '[. \ l::::iE'r~..:C.-L_ ,6..,., ATT AC/-'.\ IV\"($ NT° o-F ·cc;)J<Nl= 1~ s u 1::>PD \~ I ,tS;~~ '$I·°\$(: ~ Tb E 9W ::r:PM C'."'-.f i ~A;.;,\E TY-1~-J:"""c..1::,..,. L Q.P .. ~r .. ~c:::,,ry·N I:=-c.r.t:-01\..J " , ~ I , l, ...._::; S, \. Afc.-.:S,.c:. t--_j '=<r,/zt '/D~ 'I.ATE "-. r,..:. ;,--....--.._ f<..>:Dt- -u1> C. 1-u..:i1-...J:l f>,,N " L..I? ., fvc:,TE.: C--<.> )'...J Tl"<-;....,c..1~1<--_ 'fV\. U "b.1CX i::;; KC....~t::. L..A.12...6 ,-z::. A...v o ~ \oAIV\A..l'..t..E ~ Ti:::,p Cr-( o P-1:::) c::i F ( E: ) OPl='f\..J 1/V'clo ~..::r-s, r.:::, u P-. ::r-N I..., l::>E?M-A '--~---o-r-...) 1"'-.... N.i::::. VVE 1.-.. \"::) 1:-,-....l '--i r AP-.A..D6... '< ~D s s-x c... e::, .::1 A _ A.. >' '-t r::.:e s TC,"--..l Sl-:::E ,~ 1--\ E. ~ 1l.Ji3.c:., S,E c:. L- Tb .pu,...,E &:/1x.~J/~ 3~11n--1n:..i:;:. PLAT"£ ./:::...D.r-vc..rw;i D1H TD A.1..-LOVV FµL-.L V\.let...D oF f>l-A.rt; r-u :ron, ,-z::,p Cr-/Ot<-..D C\ . .JTDPE~ DE:C K lb Ac....c. tS .$~ r-z::i? L M o f-L c c, P-.::r-c .:r.-S>T (f= _) D0"--1 I~ LE AN {-, LC o ;=-rc:i==> c. H 01:::Z.. i::> c::::::ir c,PE"-.f We,--=:::, .To .r <s. T DFJt::,..,. :i""-L B / vve. Lr:::::. e::,p PL.A1F-cf2.-/V\ L.OL. U l'V\ C\.J ID Tc, P, C..H OR~ ~ f= OP'E'I\J S'-.J?Po,=<-1 ""'~ ~ ~ $. L,6..\<_,'!S:.c::::!::>1---_J ;~ /z. l l D~ FA PAI ~A '( -s D ss-x c.... c= :14 -A_ _' ·ij ,l I., .,,,.'(' ::, "" ¼IF -~E./4-."A ·PE1::? ·9 ,. ·"-, \\' ,-, ,-·~. "I \"-.. ~ .. , ...... .,.,,:,,..,_ ...... ...,z,.,1.~~__,._._-;... .. ~~-~·-·..,.--.-- ' ' ...... ~ ..... ..l!.,.,..__..r ... ,._-.r..,,.,.,_,._ • .:.., ...... ~-.. ---....,_,_, 11 11 , i "2. -1-+ '?-'J'-'$./ e/, _ _,__...,...... PL~IS w l<+-} 'Jf. 'I/ ,, ·4 ISQL .. T~ ~(p, I? ,c;,.,c ·1-1 ~tv "-"'' EC. i'""".r:c::::,N l 2_ ._Pf;::~ s~c c:;, -F \~/..::.., /\/\ "\· - ru JsE c$M='E L Pu~ rr~""\ SUFP0~1 L=kUN\N f)efA...J..L c A·fTA<:_.l-l·Mer-JT""° oF · ~~M~r::::>?A 71::: ·-I , . Sv1:='1::::iqi='?--1 TU-iss s.--r--e-t L Got:..0Mf\J lb R.At'Poi<-M \NF ~ e A.. M . ryP t-G..A,..,. L Q:l .f='"' 1c::::, · ~ (',.J N sc.. ~--tJ-1v .~ .1 I S . l ~1::2....S.=-.'.l • c=:!>4' /'Z 1~ / 0 .3 14.F. BEAM NOTES, L .m:,p I-IELCING TO BE C,i:,NSINN-!A~D JlAM!c::.A,TOR':11 &WCJ- l. FIELD H!LOING TO ~!! DCN'.:: 1-l/ CCNTll'tJC\J5a .?ECIAL ~Cilc;;t.l FER FLAN~ ·m I' 1 A32S•N ElOL iS BEA"!ll<STTFE Cct-lNECTtON H.F. 6!:AM FER FLAN rAI< AD A-'-(, b D s.-'S,-X C C::> :::l <'.'.I -A___ i:::CS.rGl'.J S\:'....E, h:..t--\E "S 5 BEAM TO BEAM CONN DETAIL t·~~~===::::::::::=::::::::::::::::::~== D~,,c,..._~L DI I I , 'I S , -L.A.\<. S. c..::,.r--J -FA-~ ¢:,~ y S 1'2:i, S';:5" XQ_c::, :J. 4 -~ , I :~ /2-1 I o:S DeS:i:-!S-~ '$1:::.E'TLHE:: S E4?u rPM E "-' -r---_ ~& ~~T -· 6'u·?ft::::,1-<-..\ ·ib e,,.t,.,../V'\ 1-:::.E-i<--. j";::::>L_A"-.j _s~i_ ,A.A.re '~(l-...J~ UO\,.)~ 1~--~-1<.Jl.-1 o,S u? ~T ~~A-M PER A....,A....r-...j ' ;]/ ~. I "PL.A...'TE TD ~ . I 16tA-_µ'\ /: C)ci::-;rA.J:. L -£.I'._ C-b,rvtv-S~r-4-q:i"-.J ~ --1<1::::=<P~.r-P#./\~\ ~~15=-, Su t~Po-~T Dl;:: A fV\ ~-TD . ::Cc::>N -~N (.) PWS::.. , PL.A, i"'T'q'<-fV\ .B.~~~ \ • ~. J-'1"-f-2..Sc::.r---J c.=. :'::5/ 6 2 / e;,3 F\..UT"E ---. \IJ-E:.e;; TI<bvyJ-i' ... PA.~AD,c;:,._---(, SD SS-X C ,=::, :J~ -,~ ..!::::x=s~~ ~~\ES. o PC::N .D-..1 l,.. 5 Fc:,fc;:_ T:v r:.'E Sr-E"e. L-. . ~ u 1=f.::.-ir,;t-. 1 c.... o L u M "'-' S j 1-<.:::,11 M.:nJ, -4-------¥---..,.1'--..:tD"' M~ .c>P>EN.r-N~ ' ·PA~-r {;/:>l,f:-or-~P.~C~l,..A.R. lbFl...U~ . -· ourei2 Mo=>, 11. Of'~tu::rt--Jl-i I ~ i l:?A..C-I-{ f2Nj;) N~r-E;S 1 \ C.0 ~.A..c..'rz.~I<... TD v'6' ~,.r--p·'--( ( i::: ) C, 'S' c f<:. A~ s 1-10-vv"-.l :J 13e'_Pof4= ..l:'f\J,;~ L..L nu!.. A-NL-tl.St_c,~ Cvl'f .. !"l\JC... OE:i'C 1<:... Z ) Ar--ik<-E S . TD i5 "E .:r.N 'i;:1A \...Lt:'.,t:::) Of',..J ;--z;, p> e:,p Dec-~ 11.), PRo:J .rr:::.E.. .ArvL-,,1.....e.s. FO,-:c_ i<.e.:,:-rv;::..c,,"<.cs-MStVT · B"'cfur<..E.. c.1 • ..111·· J-r ... ,l-~ ~:::,F OE-c t<.. 4) ,A,'L.l-WE-Lt) S Tb Dffii::: TD 13 c .:rN A~~2.. i>-"--' C. 6 ""'rn-t snzvc.TVJ:2A L VVe:\..D:l""NC.. Co1"::,e?' A vv<t;;. D.J . ..'.L Ci<-. D -:I. 3, PL.A-.N op P--C)C:)r DEc K RB :::fN r~, e. M ~ (\..JT FoF2--TU BE-Si'et= L COLu/V\1'.l 1'=e.N F-l'K.~ t.7."ot...J S .1-------·--- Al J' ' • January 7, 2003 STATE OF CALIFORNIA CONT LIC PO BOX 26999 SACRAMENTO CA 95826 WCFi CERTIFICATE OF INSURANCE This will certify that: CHRISTENSEN & GRIFFITH CONSTRU PO BOX 147 TOOELE UT 84074 Policy Number 1090961 has an active. Workers Compensation and Employers Liability policy in accordance with the provisions of the Utah Workers Compensation Act for the period 1/1/2003 to 12/31/2003. If the policy is cancelled prior to the policy expiration date of l2/31/2003 you will be notified. Employer's Liability: Each Accident: Disease -Policy Limit: Each Employee: Job Reference: 500,000 500,000 500,000 This certificate does not amend, extend or alter the coverage afforded by the policy. \,\"orkers Compensation Fund • 392 East 6400 South • Salt Lake City, Utah 84107 • 800-446-COMP • www.wcf-utah.com 0D S~)('~ o/q '1r'?'~;ll'j:1t 9'8DJ . c011J ~ CY2..03S'L OFFICE USE ONLY UPFP# ________ I SAN DIEGO REGIONAL BP DATE_~----'----i HAZARDOUS MATERIALS Ql.i1ESTJONNAJRE Business Name Business Contact Telephone# S rivV' PCS S7et4Z-· s <3,4. ,hl'v '6'7 . ~ (' ll ) Z2.~ -9817 • Project Address City State Zip Code APN# z..2..00 FAr~dZ/4.y Aue. CklsbA-o/ ~ C:,2-008 -ZIZ.-/20-J<y' Mailing Address City State Zip Code Plan File# 7'3C:.) m/S)/otv G~<;-e-P)f) ;;-~ T:>l~a ~ e::;z.12-0 0 3-ll./CSb Project Contact -Telephone# Scof! fYlcn:t_ ( ~ l'f ) < Z.Cf-(; 19'/ .. . . . . . The following questions represent the fac1lrty's act1v1t1es, NOT the specific proJect descr1pbon • PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. · · 1. Explosiv~ or Blasting Agents 5. Organic Peroxides 9. Water Reactives ~-z~~ 2. Compressed Gases 6 .. Oxidizers 10. Cryogenics 14. Other H.ealth Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11: Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8.. Unstable Reactives 12. Radioactives PART fl: SAN DIEGO C.OUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATER:rALS· DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must contact·the County of San Diego Hazardous Mc!terials Division, 1255 Imperial Avenue, 3iil floor, San Diego, CA 92101. · Call (619) 338-2222 prior to the issuance of a building permit. · · No hYesor.y.::,rcs"j/cA..,J (\..JO <o~,.,{'fer D CalAR~ Exempt FEES A~E REQUIRED. Expected date of Occupancy · . / / Date I 'ti I YES/NO '32 G;:w :3 f,(.t . . f / nt as 1. B' D )s,your business listed on the reverse side of this form? , C/_ r,c. Ac ,c , 2. D · llJ""' JXill-your business dispose of Hazardous Substances or Medical Waste in any amount? D CalARP Required 3. D [Ll/"Will your business store or /landle Hazardous Substances in quantities equal to or greater than Date f nitials . . 55 gallons, 500 pounds, 200 ~ubic feet, or carcinogens/reproductive toxins in any quantity? 4. 5. 6. D D D ~Will your business use an existing or install an underground storage tank? . 1ZJ .,,...Will your business· store or handle Regulated Substances (CalARP)? . . l2r Will your business 1:1se or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Complete. I Date Initials PART Ill: SAN DlEGO COUNTY AIR POLLUTION CONTROL·DISTRICT: If the answer is yes to any of the following questions, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA, 92123. Call (858) _650-4550 prior to the issuance of a building pemiit. · · NO . . 1. YES D ~ill the subject facility install or use any of the equipment listed on the Listing of Air Pollution Control District Pemiit Categories, on the reverse side of this form? , · · 2. D D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K th.rough 12) as listed in the current Directory of School and Community College Districts, published by the San -Diego County of Education and the current . California Private School Directory, complied in accordance with the provisions of Education Code Section 33190? 3. D Does the building or structure for which this permit is requested contain any friable asbestos? · · 4. D s there demolition involvin the removal of a load su ortin structural member? Briefly describe business activities: Briefly describe proposed project: e ui· Yh~ f ~~A/~ ~ 8~- ~ declare under penalty 9f p~rjury that to the best of my knowledge and benef~e~:onses made herein are true and correct. -· -~- Name of owner or Authorized Agent Sigria'ure of Owner or Authorized·Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _______________________________ _ BY:______________________ DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMMD APCD COUNTY-HMMD APCD ,._ SPECIAL INSPECTION REQUIRED ITEM REQUIRED? REl!ARKS FJELD WELDING YES N/A HIGH STRENGTH BOLTS YES N/A EXPANSION/EPOXY ANCHORS NO N/A DESIGNER-SPECIFIED (CMU) NO OTHER STRUCTURAL OBSERVATION N/A CUP-02-33 ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE COUNTY OF' SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOTS 44 AND 45 OF CARLSBAD TRACT NO. 85-24, UNIT NO. 3, IN THE CITY COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY OF CARLSBAD, NO. 11810, 19, 1987. EXCEPTING THEREFROM ALL MINERALS AND ALL MINERAL RIGHTS OF EVERY KIND AND CHARACTER NOW KNOWN TO EXIST OR HEREAFTER DISCOVERED, INCLUDING, WITHOUT LIMITING THE GENERALITY OF' THE FOREGOING, OIL AND GAS AND RIGHTS THERETO, TOGETHER WITH THE SOLE, EXCLUSIVE AND PERPETUAL RIGHT TO EXPLORE FOR, REMOVE ANO DISPOSE or. SAID MINERALS BY ANY MEANS OR METHODS SUITABLE TO GRANTOR, ITS SUCCESSORS ANO ASSIGNS, BUT WITHOUT ENTERING UPON OR USING THE SURFACE OF THE LANDS HEREBY CONVEYED. AND IN SUCH MANNER AS NOT TO DAMAGE THE SURF ACE OF SAID LANDS OR TO INTERFERE WITH THE USE THEREOF' BY GRANTEE, ITS SUCCESSORS OR ASSIGNS; PROVIDED, HOWEVER, THAT GRANTOR, ITS SUCCESSORS OR ASSIGNS, WITHOUT THE PRIOR WRITTEN PERMISSION or GRANTEE, ITS SUCCESSORS OR ASSIGNS. SHALL NOT CONDUCT ANY MINING ACTIVITIES OF YIHATSOEVER NATURE ABOVE A PLANE 500 FEET BELOW THE SURFACE OF THE LANDS HEREBY CONVEYED. LEGAL DESCRIPTION VICINITY MAP RU11-1ERFOR0 RO. ::-- DIRECTIONS FROM SAN DIEGO INTERNATIONAL AIRPORT: TAKE 1-5 NORTH, EXIT PALOMAR AIRPORT ROAD AND TRAVEL EAST (RIGHT) TRAVEL APPROXIMATELY 2 MILES ANO TURN LEFT ON COLLEGE BLVD. TURN RIGHT ON FARADAY AVE. SITE WILL BE ON THE LEFT HAND SIDE APPROXIMATELY HALFWAY DOWN FARADAY. LOOK FOR THREE FLAGPOLES IN FRONT OF THE BUILDING. DRIVING DIRECTIONS Sprint PCS SM FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 JURISDICTION: CITY OF CARLSBAD 1, THIS IS AN UNMANNED TELECOMMUNICATION FACILITY CONS1STING OF BTS EQUIPMENT AND PANEL ANTENNAS. 2. RADIO FREQUENCY POWER &. SIGNAL FROM THE ANTENNA SHALL NOT INTERFERE WITH ANY EXISTING COMMUNICATION SITE. ALL ITEMS SHOWN HEREON ARE EXISTING UNLESS OTHERWISE NOTED. 3. THIS IS AN UNMANNED FACIU'TY -NO SOLID WASTE. THE SITE WILL CREATE NO TRASH. THUS REQUIRES NO DUMPSTERS. 4, DEVELOPMENT ANO USE OF THE SITE WILL CONFORM TO ALL APPLICABLE CODES ANO ORDINACES. 5. EMERGENCY POWER SUPPLY IS A GEL PACK BATTERY SOURCE AND NOT A FLAMMABLE LIQUID SOURCE. PROJECT DESCRIPTION APPLICANT/LESSEE SPRINT PCS ASSETS L.L.C., A DELAWARE LIMITED LIABILl'TY COMPANY. FORMERLY KNOWN AS COX PCS ASSETS L.LC. 2650 CAMINO DEL RIO NORTH, SUITE 100 SAN DIEGO, CA 92108 CONTACT: STEVE SEBAUGH PHONE: (619) 220-7816 APPLICANT/REPRESENTATIVE RC RILEY ANO ASSOCIATES 9275 SKYPARK COURT, SUITE 105 SAN DIEGO, CA 92123 CONTACT: OEEPAK KATARA PHONE: (760) 207-9214 PROPERTY INFORMATION OWNER: ADDRESS CONTACT: PHONE: AREA OF CONSTRUCTION: PRESENT OCCUPANCY TYPE: EOUUS REALlY ADVISORS 800 SILVERADO STREET STE 300 LA JOLLA, CA, 92037 TERESA HENNING (858) 551-8800 EXT.120 ± 252 SQ FT. B PROPOSED OCCUPANCY TYPE: S2 CONSTRUCTION TYPE: CURRENT ZONING: AP.N.: HANDICAP REQUIREMENTS: TYPE V-N, FULLY SPRINKLED INDUSTRIAL 212-120-34-00 HANDICAPPED ACCESS NOT REOIURED, THIS IS AN UNMANNED TELECOMMUNICATION FACILITY PROJECT SUMMARY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. 1. CALIFORNIA ADMINISTRATIVE CODE (INCL TITLES 24 & 25) 5. ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101 2. 2001 CALIFORNIA BUILDING CODE 6. UNlfORM PLUMBING CODE 3. BUILDING OFFICIALS ANO CODE ADMINISTRATORS (BOCA) 7. 2001 CALIFORNIA ELECTRIC CODEj 8, LOCAL BUILDING CODE 4. 2000 MECHANICAL CODE 9. CITY/COUNTY ORDINANCES CODE COMPLIANCE ARCHITECT: NAME ADDRESS CITY, STATE, ZIP CONTACT: PHONE~ FAX: TELECOM DESIGN SOLUTION 7365 MISSION GORGE ROAD SUITE F SAN DIEGO, CA 92120 FRANK MAGDALENO 619-229-6191 619-229-6190 PROJECT TEAM APPROVING SIGNATURE SPRINT RF SPRINT SITE ACQ. REP, SPRINT CONST. REP. ZONING EAGLEC.M. DATE APPROVAL SIGNATURE BLOCK APP~o BY:~ /Sf P 15 2003 City of CARLSBAD BUILDING DEPT. 0~ r;-,2( l0~ \ SHEET DESCRIPTION REV. T1 TITLE SHEET, SITE INFORMATION, & VlCINITY MAP 2 T2 GENERAL NOTES, ANTENNA AND CABLE SCHEDULE ANO LEGEND 2 A1 SITE PLAN 2 A2 ENLARGED ROOF PLAN 2 A3 EQUIPMENT AREA PLAN AND ANTENNA LAYOUT 2 A4 NORTH ANO SOUTH ELEVATION 2 A5 WEST AND EAST ELEVATION 2 AG EOUPMENT ELEVATION AND ANTENNA MOUNTING DETAIL 2 A7 DETAILS 2 so STRUCTURAL NOTES 2 51 PLATFORM FRAME 2 52 ROOF EQUIPMENT ATTACHMENTS 2 53 STRUCTURAL DETAILS 2 54 ROOF FRAMING (REFERENCE ONLY) 2 55 ROOF FRAMING (REFERENCE ONLY) 2 56 ROOF DECK OETAILS (REFERENCE ONLY) 2 E1 SITE PLAN POWER/TELCO RUNS 1 E2 EQUIPMENT AREA PLAN POWER/TELCO RUNS 1 E3 EQUIPMENT AREA PLAN GROUNDING 1 E4 POWER SINGLE LINE DIAGRAM 1 E5 DETAILS 1 E6 SPECIFICATIONS 1 LS1 SITE SURVEY 1 LS2 SITE SURVEY 1 SHEET INDEX I ISSUED FOR: CONSTRUCTION DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE CIVIL ENGINEERS IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. GENERAL CONTRACTOR NOTES Sprinte Sprint PCS~ 2650 CAMINO DEL 'RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: ... -.. ,..-'-,/ -~ l ·"' FARADAYi-_f ---l SD55XC014t_A'.:"=. .. _::,.._ ,, 2200 FARADAY _,,~VE. fl CARLSBAD, CA 112D0B fl 1 , COUNTY OF SAN !°DIEGO f-1 \ ! L~-:'==:: r,,,, ·;>~~/0~~ ISSUED FOR: -;_ , ·--; ~ CONSTRUCT~~, l~T" f~'"""~f l.'.::=l:.:::P, ~ 06/05/03 ISSUED FOR: CITY COMMENTS A 05/12/DJ ISSUED FOR: FINAL C.D. ~ 04/09/03 ISSUED FOR: PREUUINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM ISAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: ~[ SH TITLE SHEET SITE INFORMATION VICINITY MAP .SHEET NUMBER· EVISION: I T1 I so~, I 'D%. \LtDS H E ~ I NOT USED 14 A.B. AW. AFF AFG AGL ALUM ALT ANT APPROX ARCH BLOC BLK BLKG BIi B.N. B.O.F. B/U CAB CANT C,I.P, CLG CLR CMU COL CONC CONN CONST CONT d DBL DEPT OF DIA DIAG DIM DWG OWL EA EGR ELEC ELEV(EL:) EMT E.N. ENG EO EXP EXST(E) EXT FAS F.F. F.G. FIN FLR FON F.O.C. F.0.M, F.0.S, F.o.w. F.S. FT(') FTG GA GI G.F.I. GLB(GLU-LAU) GPS GRND HOR HGR HT ICGB IN(") INT lb(f) L.B. LF. L MAX M.B. MECH MFR MIN MISC IATL fu't?.m N.T.S. o.c. OPNG P/C PCS PLYWD(PLY) PPC PRC PSF PSI P.T.O.F. PWR OlY RAD(R) REF REINF REC'D RGS SCH SHI SIU, SPEC so S.S. STD STL STRUC TEMP THK T.N. T.O.A. T.O.C. T.O.F. T.0,P, T.o.s. T.0,W. 1YP UG UL U.N.O. V.I.F. w W/ WO ANCHOR BOLT ABOVE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND LEVEL ALUMINUM ALTERNATE ANTENNA APPROXIUATE(L~ ARCHITECT(URAL BUILDING BLOCK BLOCKING BEAU BOUNDARY NAILING BOTTOM OF FOOTING BACK-UP CABINET CABINET CANTILMR(ED) CAST IN PLACE CEILING CLEAR CONCRETE IIASONRY UNIT(S) COLUMN CONCRETE CONNECTION(OR) CONSTRUCTION CONTINUOUS PENNY (NAILS) DOUBLE DEPARTMENT DOUGLAS FIR D!At.lETER DIAGONAL DIMENSION DRAWINGIS) DOWEL(S EACH Et.lERG£la GENERATOR RECEPTACLE ELECTRICAL ELEVATION ELECTRICAL METALLIC TUBING EOCE NAIL ENGINEER EQUAL EXPANSION EXISTING EXTERIOR FABRICATION(OR) FINISH FLOOR FINISH GRADE FINISH(EO) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT(FEET) FOOTING GAUGE GALVANIZE(D) GROUND FAUi.i CIRCUIT fl!ERRUPIER GLUE LAt.llNATED BEAM GLOBAL POSITIONING sYSTEM GROUND HEADER HANGER HEIGHT ISOlATED COPPER GROUND BUS INCH(ES) INTERIOR POUND(S) LAG BOLTS LINEAR FEET ~001) LONG(ITUDINAL MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NUMBER NOT TO SCALE ON CENTER OPENING PRECAST CONCRETE l'£RSOlllt COWllJNJCATION SU.US PLYWOOD POWER PROTECTION CABINET PRIUARY RADIO CABINET POUNOS PER SQUARE FOOT POUNOS PER SQUARE INCH PRESSURE TREATED DOUGLAS FUR c;:, NEW ANTENNA Q EXISTING ANTENNA ® GROUND ROD -.-,. GROUND BUS BAR • • ~~bCAL GRND. CONN, D CHRISlY BOX 0 ELECTRIC BOX -1) LIGHT POLE 0 FNO. MONUMENT ~ SPOT ELEVATION b,, SET POINT & REVISION 0 GRIO REFERENCE @ OETAIL REFERENCE ~ ELEVATION REFERENCE 4> I SECTION REFERENCE ,~ 3-· ...• .. 3 uROUT OR PLASTER (E) BRICK W2 'li<¼idl,&I 1E) MASONRY [ ·-···'; .•,, I CONCRETE IW'=~d!mJ EARTH ~~ogo:=;ogogogogf GRAVEL tl/m/itnl//i'<//d ~LYWOOD I ,:O, 'i'•~::~ •.. ;··:,,I SAND ~ WOOD CONT. i::s;;J WOOD BLOCKING UMMMi/N//1 $TEEL CENTERLINE PROPERlY/LEASE LINE ~ UATCH LINE s WORK POINT GROUND CONDUCTOR --T--TELEPHONE CONDUIT POWER (CABINET) ---T---TELEPHONE CONDUIT U.G. QUANTITY RADIUS REFERENCE REINFORCEMENT(ING) REOUIREO RIGIO GALVANIZED STEEL SCHEDULE SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK(NESS) TOE NAIL TOP OF ANTENNA TOP OF CURB (CONCRETE) TOP OF FOOTING TOP OF PLATE !PARAPET) TOP OF STEEL SLAB) TOP OF WALL lYPICAL UNDER GROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VERIFY IN FIELD WIDE(WIOTH) WITH WOOD --E--ELECTRICAL CONDUIT ---E---ELECTRICAL CONDUIT U,G. --COAX --COAXIAL CABLE --COAX --COAXIAL CABLE U.G. --E/T--g~i~'cf'r~lfiRVICE ---E/T---~§tloB?:'fYiij --x--CHAIN LINK FENCING ABBREVIATION AND LEGEND 13 STANDARD CONSJRJICJION NOTES· 1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. THE WORK SHALL INCLUDE FURNISHING UATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER ANO ARCHITECT/ ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY OEFINEO OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC ALIIHORITY REGARDING THE PERFORMANCE OF THE WORK. MECHANICAL AND Et.ECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, ANO LOCAL ANO STATE JURISDICTIONAL CODES, ORDINANCES ANO APPLICABLE REGULATIONS. 7. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES ANO FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE IMPLEMENTATION ENGINEER AND WITH THE LANDLORD'S ALITHORIZED REPRESENTATIVE. 8. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. UISTED ANO FIRE CODE APPROVED UATERIALS. 9. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. • 1 D. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE use REGARDING EARTHOUAKE PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS AND MECHANICAL EQUIPMENT. ALL WORK MUST BE IN ACCORDANCE WITH LOCAL EARTHOUAKE CODES AND REGULATIONS. 11. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB OIUENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, VEGETATION, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK REPAIR ANY OAUAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF SPRINT. 13. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH ANO REMOVE EQUIPMENT NOT SPECIFIED AS REt.lAINING ON THE PROPERlY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 14. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWING (SHEET LS1), SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. IF ANY OISCREPANcY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS ANO THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CML SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILllY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ ENGINEER. 15. PENETRATIONS OF ROOF MEMBRANES SHALL BE PATCHED/FLASHED AND UAOE WATERTIGHT USING LIKE MATERIALS IN ACCORDANCE WITH NRCA ROOFING STANDARDS AND DETAILS. CONTRACTOR SHALL OBTAIN DETAILING CLARIFICATION FOR SITE-SPECIFIC CONDITIONS FROM ARCHITECT/ENGINEER, IF NECESSARY, BEFORE PROCEEDING. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. 16. ALL ITEMS REMOV!:0 DURING CONSTRUCTION WORK (I.E. DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. 17. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE DIAGRAMMATIC OUTLINE ONLY. UNLESS NOTED OTHERWISE. GENERAl. CMl NOIES· 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPUlATEO IN THE SPECIFICATION PROJECT SUMMARY, 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOV!:D FROM THE SITE AND DISPOSED OF LEGALLY. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN UATERIALS, SNOW OR ICE SHALL NOT SE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUB GRADE SHALL BE COMPACTED ANO BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER ORILLlNG AROUND OR NEAR UTIUllES, CONTRACTOR SHAU. PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REt.lOVEO AND SHALL BE CAPPED. PLUGGED OR OTHERWISE DISCONTINUEO AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. THE AREAS OF THE PROPERlY DISTURBED BY THE WORK AND NOT COV!:RED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE. SHALL BE GRADED TD A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. STANDARD CONDUII NOTES· 1. 1-(2" MINIMUM O!At.lETER) DUCT OF APPROVED UATERIAL, RIGID GALVANIZED STEEL (WHEN REQUIRED) OR ELECTRO-METALLIC TUBING (Et.IT). 2. ELECTRICAL LB'S AND CONDULETS ARE NOT ACCEPTABLE AS PULL BOXES. 3. NO 90' TRANSITIONS AT OR WITHIN A PULL BOX {UNLESS A BENDING RADIUS 10x THE D!At.lETER OF THE CABLE TO BE PLACED CAN ME t.lAINTAINED). 4. A HORIZONTAL MAXIMUM OF 300 FT. BETWEEN PULL BOXES. 5. A SECTION OF CONDUIT OF 100 FT. VERTICAL WILL REQUIRE A PULL BOX AND AN APPROVED CABLE RESTRAINT. 6. A MAXIMUM OF 2-90' SWEEPING RADIUS BENDS BETWEEN PULL BOXES. (A SWEEPING BEND IS A RADIUS 1 Ox THE CONDUIT D!At.lETER). 7. A MEASURING TAPE SHALL ALSO BE IN PLACE TO DETERMINE AS BUILT LENGTH. B. PULL LINES IN ALL DUCTS (MIN. 40D LBS PULLING TENSION). 9. FIRE STOPPING REQUIRED WHEN OPENINGS ARE UAOE IN ANY FIRE-RATED BARRIER. 10. ALL EXTERNAL CONDUIT TERMINATION SHALL BE WEATHER TIGHT. 18. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON THE DRAWING. DIMENSIONS SHOWN AS X-X± ARE ESTIUATED AND SHALL BE VERIFIED BY A SURVEYOR OR BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ~ DIAL TOLL FREE 1-800-227-2600 19. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, ANO ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. GENERAL NOTES ANTENNA I COAX!AL CABLES 0-ANT ANTENNA I I CABLE PER CABLE COLOR SECTOR AZIMUTH MAl(E/IIODEL LENGTH SECTOR SIZE CODE YELLOW SECTOR I I EMS RR65 225' 2 1-5/B" YELLOW ALPHA er 1B-02DPL2 ~~~~ RED SECTOR I I EMS RR33 1-5/8" YELLOW 95• 1B-04DPL4 155' 2 BROWN BETA BROWN RED 200-I EMS RR9D 2 1-5/B" YELLOW SECTOR I 17-00DP 195' BROWN GAMUA BROWN GREEN 305· I EMS RR65 200· 2 1-5/B" YELLOW SPLIT I 1B-OODPL2 BROWN BROWN GPS I N/A I LUCENT GPS I 10' I 1 I 1/2" I GRAY l!llllE: 1-ANT COLOR CODE YELLOW YELLOW BROWN = ... RED YELLOW BROWN WHITE RED YELLOW BROWN WHITE GREEN YELLOW BROWN WHITE N/A TOP JUMPER LENGTH 6 FT. 6 FT. I I 6 FT. 1 6 FT. I N/A I BOTTOM JUMPER LENGTH s FT. I 6 FT. 6 FT. 6 FT. N/A ' CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION OF CABLES. ANTENNA & CABLE SCHEDULE AT LEAST lWO DAYS BErORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA ELECTRICAL OOWNTILT O' O' O' O' -' MECHANICAL DOWNTILT - - - - - COMMENTS ROOF MOUNT ROOF MOUNT ROOF MOUNT ROOF MOUNT I 1 12 Sprint® Sprint PCS"' 2650 CAMINO DEL RIO NORTH SUITE I 00 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO ff"'"'" ·;;~~103 ii ~ssorn """ L~~=O~S~R~::~:J ~ 06/05/03 ISSUED FOR: I ES CITY COMMENTS ~ 05/12/03 ISSUED FOR: I EM FINAL C.D. ~ 04/09/03 ISSUED FOR: I Et.I PRELIMINARY C.D. PLANS PREPARED BY: Design OTelecom , -Solutions 7365 MISSION GORGE RD. SUITE F ISAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: OTES, ANTENNA & CABLE SCHEDULE, ABBREVIATION & LEGEND ---~O_P:~L!!': ~ -~«~--------------~ ',, -------------.. ,~. . 7 --,, i~ u ,.,_, ::~·~- §1 I g ANT~~p:~!LP~E~ ~ I ' ~-~ ~ ANTENNAS, (1) ANTENNA PER SECTOR, 4 SECTORS o o·, gs·, 200· ANO 305' AZIMUTHS @ SITE PLAN . ' ~i i ' I I ' ' ~I ,, I" WI z ~ ~ R=. I i G ' ' b. ~-~E_R!'f LINE_~ ~2_3~--- F A R A D A Y A V E. ~ ~ g != -(E) UPPER ROOF- ''\. ,<) '",, -------, ~ """°"-----------I '~ -----------430.44' "----. . \ ENLARGED ROOF PLAN SEE@ ' . \ . . \ . . \ . . \ . . \ >- "" ;,a . . \ . ' t\ ' ' \ .... ·~ ,~ ,'.i •\,;, %, ' ' \ ' ' \ ' . \ . ----;0:1'6'> -.--_____ ;;'~··E pROpER1'1 ut1E ______ t11' J .. ----------- . ' \ \ . . \ ----- . . \ . . ) ~ .. EB J •. I ,~:.a".::;;. I 1 Sprinte Sprint PCS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 OB PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO r .. .., ';>~~I 03 ii ISSUED FOR: ~,cv,CO:,~~~s~,~~~?~-~ -... ---1,.,.1,.- 6 06/05/03 ISSUED FOR: ES CITY COMMENTS ~ 05/12/03 ISSUED FOR: EM FINAL C.D. ~ 04/09/03 ISSUED FOR: EM PRELIMINARY C,D. ;::PLANS PREPARED BY: OTelerom Design Solutions 7365 MISSION GORGE RD. SUITE F SAN DIEGO, CA 92120 TEL: 619-229-6191 =CONSULTANT: :=oRAWN BY: HK.:=APV.:~ SHE SITE PLAN (E) MECHANICAL ROOM R 203 (E) ELECTRICAL METER ROOM #206 AT SECOND FLOOR ) TELCO ROOM D 205 AT SECOND FLOOR ~ (E) SCREEN WALL (E) 8" -0" HIGH HVAC UNIT (lYP.) NEW RF TRANSPARENT SCREEN WALL TO MATCH (E). REMOVED AND REPLACED PORTION OF (E) SCREEN WALL ~s-, 'L,-~I i NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS. (1) ANTENNA PER SECTOR. 4 SECTORS @ 0-. 95•. 200-AND 305" AZIMUTHS. @ ENLARGED ROOF PLAN NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, (1) ANTENNA PER SECTOR, 4 SECTORS @ o·, 95". 200" ANO 305" AZIMUTHS. @ r----NEW RF TRANSPARENT SCREEN WALL TO MATCH {E). REMOVED AND REPLACED PORTION OF (E) SCREEN WALL {E) 8'-0" HIGH HVAC UNIT {lYPICAL) NEW TELCD RUN @ NEW SECURITY ~ ACCESS LADDER TO '\F!) LOWER ROOF NEW EMERGENCY GENERATOR RECEPTACLE @ -(E) LOWER ROOF- NEW SECURITY ACCESS LADDER TO UPPER ROOF @ (E) A/C EQUIPMENT INSIDE SCREEN WALL -(E) UPPER ROOF- (E) SCREEN WALL -.) Jl....:±liiltiU.PGI ! NEW ROOF MOUNTED CABLE TRAY ON SLEEPERS @ -NEW Rf TRANSPARENT SCREEN WALL TO MATCH (E). REMOVED AND REPLACED PORTION OF (E) SCREEN WALL • 95• I SECi"oR NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, (1) ANTENNA PER SECTOR, 4 SECTORS O 0', 95", 200' ANO 305" AZIMUTHS. @ PROPOSED EQUIPMENT AREA SEE@ w ~ "i: i g '\._ -(E) UPPER ROD~ ~ EB jL-I I ~~ALE~I o 1.Q' 20• 1•=2n•..iril 1 Sprint@ SprintPCSW 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 08 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO ~""'"' ';/ ~T; / 03 11 ISSUED FOR: ~--·_CONSTRUCTION _ ~ r-,, ....... -...,,.,,._.---u._...,...,,,., ,,..,,,..---u1.- ~ 06/05/03 ISSUED FOR: ES CITY COMMENTS & 05/12/03 ISSUED FOR: EM FINA!. C.D. ~ 04/09/03 ISSUED FOR: EM PRELIMINARY C.D. :=PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F SAN DIEGO, CA 92120 TEL: 619-229-6191 :=coNSULTANT: "=ni=>.6w11..1 1::w. ____ r-ull' .-____ -AC\/,- ENLARGED ROOF PLAN lo:: NEW RF TRANSPARENT b ~ ~~~~~~D w:t~ T~p~1~~ (E). "' PORTION OF (E) SCREEN WALL 8'-0" LIMIT OF RF SCREEN s·-o· (E) SCREEN WALL~ I " //////////////~////////1/////r7 &1 NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, ( 1) ANTENNA PER SECTOR, 4 NEW COAX SECTORS C O", 95", 200" AND CABLE RUN @ 305" AZIMUTHS, 6 ~ ANTENNA LAYOUT (0° SECTOR) n n I LI _/ LI NEW ROOF MOUNTED CABLE TRAY ON SLEEPERS @ (El 8'-o· ,,,-HVAC UNIT ( HIGH ----./ TYPICAL) ~p I ~ 0 1' n I LI EB fLSCA~2 2·JI~·=~ NEW ROOF MOUNTED /c CABLE TRAY ON SLEEPERS p tt NEW RF TRANSPARENT SCREEN WALL TD MATCH (E), REMOVED AND REPLACED PORTION OF (E) SCREEN WALL (E) 8'-0" HIGH HVAC UNIT (TYP,) u @ NEW COAX CABLE RUNS n LI Ln 1fU..._ NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, ~ ~l)s:gi~t,it~~ ~;~TOR, , I ~ 200" AND 305" AZIMUTHS. 9 ~ C£). Ul O ~ I ., 95• SEci'oif Z 7// rz7 / TT? L_L_/ __ L / 1-L_f / /_1_Lj /.L._L_L./ AL////./ ANTENNA LAYOUT (95° SECTOR) NEW RF TRANSPARENT I"' SCREEN WALL TO MATCH (E). REMOVE AND REPLACED PORTION OF (E) SCREEN WALL j"--... ~ [;l ii: ... 0 !: " :J 'i:, s~ ~ v'[f NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, (1) ANTENNAS PER SECTOR, 4 SECTORS @ O', 95\ 200' ANO 305" AZIMUTHS. LU NEW ROOF MOUNTED ~ CABLE TRAY ON SLEEPERS [ NEW COAX CABLE RUNS ~ @ \ \._ (E) SCREEN WALL (E) 8'-0" HIGH7 HVAC UNIT (TYPICAL) ~ 0 1· EB r I scALe,[ 3 2' 112"=1·-0· !J / / / / / / / / / / L ."--L / / / / / / /. 7 / 7-7 _L l s·-o· l 8' -On LIMIT OF RF SCREEN ~"' 12 <., "' I'-.. ~ NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS. (1) ANTENNA PER SECTOR, 4 SECTORS @ o-_ 95•, 200• AND 305' AZIMUTHS. @ ANTENNA LAYOUT(200°AND 3Q5° SECTOR) EB ~ 0 ,. j SCALE: I 4 2' 112"=1'-0" 7 ;.r ;; NEW POWER RUN INSIDE CABLE TRAY NEW TELCO RUN 'r INSIDE CABLE TRAY NEW ROOF 1/; MOUNlED CABLE TRAY ON SLEEPERS @ 4•-2" NEW ACCESS METAL STAIR @ -(E) ROOFTOP- NEW HAND NEW EQUIPMENT NEW PPC w ... I ;, RAIL (TYP) LIGHTlNG (TYP. OF /3) NEW SPRINT @CABINET @ ~ LEASE AREA 1 \gJ t2'-8'",c22'-o'" A7 =279 SO. FT. NEW STEEL I-BEAMS (TYP.) 12·-s· WNG24BC I WNG24BC BATTERY CABINET I BATTERY CABINET ~ (OPTIONAL) I 1--_ _j_Lb=-::::.:..::-::..::-::.:::::=-==:.;::;-~=5=i::E::=tl""t=:~~~!~~~r2:~ '---n--r-,--,-,---·-~,._ _..,J1...__ ...... ~.,___-~ • "' I~ '-----H ~g~,P~t~~\ABINars ON I-BEAMS C @(lp 5'-4" 2·-8" 2'-8" 2·-8" 2'-8" .I. 5'-4" 21 '-8" METAL GRATING 22'-0" LEASE AREA NEW GPS ANTENNA MOUNTED NEW METAL NEW COAX ON (E) SCREEN WALL GRATING OVER I-BEAM CABLE BRIDGE @ @ @ _;i__ AS ~ \_ (E) SCREEN WALL ~p ~p EB EQUIPMENT ARE:A PLAN ~ 0 1· I I SCALE: 11 2' 1/2"a1'-0" Sprint® Sprint PCS'" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 08 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO r .. ,,, ·;s; I~,~ I 03 i 1 ~'"'"";~NSTRUCTION ~ -REV.:=DATE:=DESCRIPTION:=BY::;7 & 06/05/03 ISSUED FOR: CITY COMMENTS & 05/12/03 ISSUED FOR: FINAL C.O. ~ 04/09/03 ISSUED FOR: PRELIMINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM SAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: EQUIPMENT AREA PLAN AND ANTENNA LAYOUT NEW RF TRANSPARENT SCREEN WALL TO MATCH (E). REMOVED ANO REPLACED PORTION OF (E) SCREEN WALL NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, (1) ANTENNA PER SECTOR. 4 SECTORS c a·. gs·, 200" AND 305" AZIMUTHS. @ ~ ~e:v.\!~6~.::-f~.L. - NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, ( 1) ANTENNA PER SECTOR, 4 SECTORS II O', 95', 200' AND 305' AZIMUTHS. @ (E) A/C SCREEN WALL (BEYOND). SPRINT EQUIPMENT LOCATION I I ,,,,,1,,,, 11 L,,,L,,J,,,,,,J,,,,,imrL~J I I I I I / / I I l I I I I I I \ ~t=t:=t:CI~rr-r,r+-t------4----_JJ ~~~~o;~~--~-+------ ~ ~LEV~ {~k&'.EL -=='-'=='======= -SOUTH ELEVATION I - NORTH ELEVATION (E) SCREEN WALL G (E) CONDUIT PIPE NEW SECURITY ACCESS ~ Zis. LADDER TO UPPER ROOF ~) A ' / I \g} (E) A/C SCREEN WALL (BEYOND). SPRINT EQUIPMENT LOCATION NEW GPS ANTENNA ~ MOUNTED ON (E) SCREEN WALL @ NEW SPRINT PANEL AN1ENNAS TOTAL OF 4 ANTENNAS, (1) ANTENNA PER SECTOR, 4 SECTORS II O', 95', 200' AND 305' AZIMUTHS, @ ~ , .. CTOP 0£ SC~E~~~ EV. 46 -a AJtC"V ~W-~.JE:~~ - H--+-f-f------f-f-------!--+-~--------1---------1-1 EL~~ 3~:-6~R~~~' ___ SE~~~~ ~~?~;; ~~~c. ~ '--::::::! ::-4 ---~~1:.L~?~5J~:~. ~ r-,-, .. {o• 2 Sprint0 Sprint PCS'" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 OB PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARISBAD, CA 92008 COUNTY OF SAN DIEGO rREITT ,;,;;~ /03 , 1 ISSUED FOR: ~--_CONSTRUCTION -.. ~ -n.r...v •. -un11,..,--vi-->'-'1,11 ,,...,,,.,---01.- ~ 06/05/03 ISSUED FOR: ES CITY COMMENTS ~ 05/12/03 ISSUED FOR: EM FINAL C.D. ~ 04/09/03 ISSUED FOR: EM PRELIMINARY C.0. =PLANS PREPARED BY: OOOoom Design Solutions ' 7365 MISSION GORGE RD. SUITE F SAN DIEGO, CA 92120 TEL: 619-229-6191 '=CONSULTANT: :=DRAWN BY: CHK.:=APV.:~ NORTH ELEVATION SOUTH ELEVATION "' I ~ NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, ( 1) ANTENNA PER SECTOR, 4 SECTORS @ O', 95', 200- AND 305" AZIMUTHS, @ NEW SECURITY ACCESS ffi CAGE LADDER TO LOWER ROOF \E} WEST ELEVATION "' I 'i!i EAST ELEVATION (E) SCREEN WALL (E) SCREEN WALL NEW GPS ANTENNA MOUNTED ON (E) SCREEN WALL NEW SPRINT EQUIPMENT ~ @ CABINETS OVER METAL PLATFORM INSIDE (E) A/C EQUIPMENT ENCLOSURE -------------,-, .,, \_ NEW GPS ANTENNA MOUNTED ON (E) SCREEN WALL @ C NEW SPRINT EQUIPMENT CABINETS OVER METAL PtATF'ORM INSIDE (E) A/C EQUIPMENT ENCLOSURE _, -7--------... '\_ (E) A/C SCREEN WALL (BEYOND) SPRINT EQUIPMENT LOCATION. NEW SPRINT PANEL ANTENNAS TOTAL OF 4 ANTENNAS, () ANTENNA PER SECTOR. 4 SECTORS C O', 95', 2DO-AND 305' AZIMUTHS. @ I I I I I N TOPO£..§£fil's_N~ EV. 46'-o"~ OE~ll!fENNAS~ EV. 45'-0" A.R.L. ---Et:.V°! 3~r-~~~=~ ~ ___ SE~~~~ ;~?~~• ~~C,"" >==lc=':========="=========='='--===-='=IRrnS-1:.l~~RQ .. Le:ii. ~ ~ 0 __ 5' 10' 1 ___ TO~l~ ~~~~~~ ::~~~ ~ ---EL:.V°-: 3~:-~~A~~ ~ f I I I itttttl--SE~~~~ ~. ~~~c. "" NOTE: NO ANTENNA ATTACHMENT ON THIS VIEW .... NEW SECURITY ACCESS CAGE LADDER TO LOWER ROOF @ ~ 0 5' j-~LE:I 10' [-;p.;;-iiico"' 2 Sprint® Sprint PCS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO f""' ~~/~~103 II ISSUED FOR:========: L=;,~::~,~,~~:~~J & 06/05/03 ISSUED FOR: CITY COMMENTS & 05/12/D3 ISSUED FOR: FINAL C.0. ~ 04/09/03 ISSUED FOR: PRELIMINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM SAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT:,========= WEST ELEVATION EAST ELEVATION NOTE: EQUIPMENT SHOWN DASHED FOR FUTURE INSTALLATION. NEW EQUIPMENT LIGHTING (TYP or 3) @ NEW SPRINT EQUIPMENT MOUNTED ON STEEL PLATFORM @ NEW GPS ANTENNA MOUNTED ON (E) SCREEN WALL @ F===========~==~ ~ :, I \o 7 ~ (E) ROOF NEW STRUCTURAL CONNECTION TO (E) ROOF STRUCTURE NORTH SECTION EQUIPMENT ELEVATION NEW GUARDRAIL @ : :11: :: :"::: :"::: 11g:-f= ===1 ~ L ; ; ;;; .. (E) OPEN WEB JOISTS NOTE: ADJUST HEGHT or EACH TUBE STEEL COLUMN TO MAINTAIN MINIMUM 8" CLEARANCE BETWEEN BOTTOM or PLATFORM AND TOP or ROOF AT HIGHEST POINT. Pl 000 UNISTRUT NEW SPRINT EQUIPMENT MOUNTED ON STEEL PLATFORM ;,, I 1o WN @ (E) SCREEN WALL D I~ .. m, !;) ~ \ ON SLEEPERS j '-(E) ROOF "' ;, EAST SECTION EQUIPMENT ELEVATION 0 I ;,, NEW EQUIPMENT LIGHTING (TYP or J) @ NEW PPC CABINET @ NEW GUARDRAIL @ 3 PANEL ANTENNAS PER PLAN 2,. CALV. RIGID PIPE 1/8" GALV. ANTENNA MOUNT BRACKET 2" LI-BOLTS 3/80 (TYP.) ANTENNA MOUNTING DETAIL \,, I 1o DOWN TILT BRACKET BY ANTENNA MFR. Rf TRANSPARENT SCREEN Sprint® Sprint PCS'" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 OB PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARISBAD, CA 92008 COUNTY OF SAN DIEGO r .. ,.. ';>~~103 11 ISSUED FOR: t~~~o~s~,~~~~~J & 06/05/03 ISSUED FOR: I ES CITY COMMENTS ~ 05/12/03 ISSUED FOR: I EU FINAi. C.O. ~ 04/09/03 ISSUED FOR: I EM PRELIMINARY C.0. PLANS PREPARED BY: -1-~,,,....,,,.._,_,a, "OTelecom , Design . · Solutions 2 7365 MISSION GORGE RD. SUITE F !sAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: EQUIPMENT ELEVATION AND ANTENNA MOUNTING DETAIL ::REVI~ [ FILL W/ PORABLE MASTIC/ SEALANT MA TERI AL (TYP .) WEB lRUSS PER PLANS (E) PITCH POCKET DETAIL PROPOSED ROOF ACCESS LADDER W/ EXTENDED HANDRAJL 1/2"• GALV. THRU BOLT· @ PARAPET SECURE TO WALL USING 1/2"x3 1/2" LAG BOLT O WOOD STUDS, 3/8" WEDGE ANCHORS W/MIN. 3 1/4" EMB C SOLID GROUTED CMU OR HILTI HH C20 EPOXY W/MIN. 6" EMB (ICBD #4016 @ HOLLOW CMU CAGED LADDER CONDULET (SIZE PER CONDUIT} E.G.R. DETAIL (N) T.S, PER STRUCTURAL PLANS CONT. CAULKING (TYP.) RUBBER SEAL/ BACKER (TYP.) (N) 16 GA MIN. METAL PITCH PAN BY PORTALS PLUS OR EO CROSSOVER PLATFORM PROPOSED UNJSTRUT P1000T-LENGTH AS REC'D DE-BUR EDGES (E) ROOF 8 5 ;'.~;':' 19 QUARTZ FLOOD LAMP 1 SOW PAR 38 LOCATED ON SWITCH STANDARD CONDUIT CLAMP. lYP. 3/4"0 CONDUIT (N) 2X2 TS ad:;w w Q. ~@5~ ~:a: ID:I:(!) tii;~ 51~~ -f~*l4 4'-0" 4X4 TS PROP. BRACING EDGE OF FLEXENT EQUIPMENT CABINET -t-st::11---------t-t---PROP. UNISTRUT CABLE BRIDGE t:!QIE; CABLE TRAY WITH COVER 9" RUNGS, 4" LOADING DEPTH. SUPPORT CABLES WITH TIE-WRAPS OR STAINLESS STEEL CLAMP EVERY 4 FT, P1000T (LENGTH AS REQUIRED) W/ CONDUIT CLAMP PROP, U-BOLT ~ (N) METAL PLATFORM 6"x6"x1/4" PLATE WELDED TO ~ PIPE, BOLT TO (N) BEAM W/ ~ 1/2" LAG BOLTS HOLD DOWN CLAMP FASTENED TO 4"X4" PVC SLEEPERS WITH # 12 TEK SCREWS. 4 "X4" PVC SLEEPER 1. RUN #2 AWG GREEN STRANDED CONDUCTOR ALONG CABLE TRAY AND GROUND AT BOTH ENDS. 2. CABLE TRAYS SHALL BE FREE OF SHARP OBJECTS AND BURRS WHICH COULD INJURE CABLES. COVERS SHALL BE FASTENED USING SHEET METAL SCREWS. 3. #6 AWG (GREEN) GROUND STRANDED W/ 2 DOUBLE HOLE LUGS. CABLE TRAY WZ SLEEPERS 5 6 { 0 I "in 4'-0" ---~ ~ --/ / / / / I I I I I I I @ @ / I I TELCO PLAN PPC CABINET BACK = SEE EQUIPMENT LAYOUT FOR CORRECT ORIENTATION. --· --/ / / / / ELEC 3 PPC CABINET l,IQIE; EX. WALL OR CEILING SECURE TO WALL USING: 1/4"0x3 1/2" LAG BOLT @ WOOD STUDS, OR 1/4"o HILT KWIK BOLT KBII W/ 3 1/4" MIN. EMB. (ICB004627) C CONC./SOUD GROUTED CMU OR HILT! HIT C20 EPOXY @ 6" MIN. EMB. (ICB0#4016) @ HOLLOW CMU (lYP. 2 PER UNISTRUT) NEW 2" o ELECTRIC CONDUIT (WHERE OCCURS) NEW GALVANIZED UN!STRUT CONDUIT CLAMP (lYP.) NEW 2" o TELCO CONDUIT (WHERE OCCURS} NEW 12" LONG UNISTRUT P4000T @ 4'-0" O.C. (lYP.) PAINTED TO MATCH EXISTING ADO BEAD OF SILICONE SEALANT ALL AROUND UNISTRUT CONTRACTOR TO INSURE WATER TIGHTNESS AT ALL WALL PENETRATIONS. E.M.T. CONDUIT DEi AIL SIDE /PPC CABINET :S----1 ELEC I ITELCO ATTACHMENT BOLTS ' 4" #6 AWG BTCW (lYP. 3 PLACES) 0 I "in ~-4 GPS 1-1/4"• PIPE SCALE: 1"=1'·0" CABLE TO PIPE CONNECTOR SURNDY lYPE GAR o/LIJ I ~~~J6~~o~i/3,.~~ g' SECURE TO WALL USING: 1/4"ox -y,a_u 3 1/2" LAG BOLT @ WOOD STUDS, OR 1/4"0 HILT KWIK BOLT KBII W/ 3 1/4" MIN. EMB. (ICB064627) @ CONC./SOLID GROUTED CMU OR HILT! HIT C20 EPOXY @ 6" MIN. EMB. (ICB064016) C HOLLOW CMU (lYP. 2 PER UNISTRUT) TOP OF UNISTRUT, TYP. CONDUIT CLAMP NEOPRENE WASHER @ THREADED ROD, lYP. 1 2'" MIN. LENGTH UNISTRUT PlOOO, TYP. (E) SCREEN WALL /16 AWG GROUNDING CABLE KIT 1 /2"0 COAXIAL CABLE COPPER ISOLATED GROUND BUS 1 31 GPS AT PARAPET f.:~~ 12 Sprint0 Sprint PCS" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 08 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO ~'""'"' '~~> ~~ / 03 I I ISSUED FOR: t,=:,~=D~~R:::~~J ~ 06/05/03 ISSUED FOR: CITY COMMENTS & 05/12/03 ISSUED FOR: FINAL C.D. ~ 04/09/03 ISSUED FOR: I PRELIMINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions ,7365 MISSION GORGE RD. SillTE F I ES I EM I EM SAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: DETAILS STANDARD STRUCTURAL NOTES: I. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 2. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 3. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAJNED DESIGN STRENGTH. 4, THE FOLLOWING REQUIREMENTS SHALL BE MET fOR SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION Of A REGISTERED PROFESSIONAL ENGINEER. 8. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION Of THE CONTRACTOR FOR CORRECTION; THEN, If UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. D. COMPLY WITH AU CITY SPECIAL INSPECTION REQUIREMENTS STANDARD CONCRETE NOTES: 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-89, ACI 318-95 ANO THE SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Of 2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE, SPLICES CLASS "B" ANO ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH -----' IN. CONCRETE EXPOSED TO EARTH OR WEATHER: 66 AND LARGER ------' IN. f5 AND SMALLER tr. WWF----1-1/2 IN CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAJNST THE GROUND: SLAB AND WALL -----'/4 IN. BEAMS AND COLUMNS .......................... 1-1/2 IN. 9, A CHAMFER 3/4" SHAU BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE t/8" LARGER IN DIAMETER 1H1AN THE ANCHOR BOLT, OOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 11. USE AND INSTALLATION or CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBC & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. SJANPARD SJRIJCTURAJ SlFFI NOTES· 12, ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED AS!M A36 UNLESS NOTED OTHERWISE 13. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM ASOO, GRADE 8 OR ASOI. 14. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORU TO AISC AND AWS 01.l. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. 15. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM Of TWO BOLTS U.N.O. 16. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTU A3D7 BOLTS U.N 0. GENERAL STRUCTURAL NOTES NOTUSED STANDARD CONSTRUCTION NOTES· 17, ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES ANO COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS Of ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE Of THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH All APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. GENERAi CIVIL NOTES· 18. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, WITH MAXIMUM LINEAR SHRINKAGE Of 0.96" (F'M=t,500 PSI), MEDIUM WEIGHT (115 PCF). t9. MORTAR SHALL BE TYPE "S" CONF'ORMING TO TABLE 24-A OF THE UBC, (MINIMUM 1,800 PSI AT 28 DAYS). ADMIXTURE SHALL BE !-PINT OF RED LABEL SUCONEM PER SACK Of CEMENT. 20. GROUT SHALL BE COMPOSED OF THE FOLLOWING RATIO BY VOLUME: I-PART PORTLAND CEMENT, 3-PARTS SAND, 2-PARTS PEA GRAVEL AND SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION Of GROUT CONSTITUENTS (MINIMUM COMPRESSIVE STRENGTH Of 2,000 PSI AT 28 DAYS), ADMIXTURE SHALL BE I-PINT Of REC LABEL SUCONEM PER SACK OF CEMENT. WEIGHT SHALL BE 105 PCf. 1 SCAJ.g:_I 1 ~ I sc~-1 ~~ 2 Sprint® Sprint PCS'" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92006 COUNTY OF SAN DIEGO r"·' ~~,io~ IO 3 1 1 ISSUED FOR: ~'"'~~=,:~;::~~J & 06/05/03 ISSUED FOR: CITY COMMENlS & 05/12/03 ISSUED FOR: FINAL C.D. & 04/09/03 ISSUED FOR: PRELIMINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM iSAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: STRUCTURAL DETAILS 1-1/4" ALUMINUM GRATING I I rsx13 C~NTINUOU~ I I I I "r __________ _ "' ?;; ::, "' WBx10 W8x10 W8x10 WBxlO W8x10 g ~ ~ C ------------==~~---~~-------------00 00 DO 00 00 8 Li: 8 18 18 18 18 'O le 8 .., 0 ~ ~ a, - -------l WBx13 CONTINUOUS j ----------- > 8 II 2'-8" = 21'-4" FIELD VERIFY, PLAN VIEW OF {N) ·EalJIPME:NT PLATFORM f-:~~-'-14 12"x12"x3/B" PLATE W/(4) 3/4" BOLTS 1YP. EACH CONNECTION (2 PER SIDE OF BEAM) WF BEAM PER PLAN TUBE STEEL PLATFORM SUPPORT COLUMN ATTACHMENT OF INTERMEDIATE SUPPORT TUBE STEEL COLUMN TO PLATFORM WF BEAM. TYP. OF 14 CONNECTIONS INTERMEDIATE ATTACHMENT , ;.:~~17 W F. BEAM PER PLAN >, (2) 1" A325-N BOLTS BEARING TYPE CONNECTION BEAM TO BEAM CONNECTION W.F. BEAM PER PLAN {Df=T AIL D) BEAM TO BEAM 8 (2) 1 "• A325-N BOLTS BEARING 1YPE CONNECTION W.F. BEAM PER PLAN 6"x4"x3/8" STEEL PLATE TUBE STEEL COLUMN__,, \ ] ~ .. NOTE _. TYPICAL OF 4 LOCATIONS <D .., COL. SUPPORT AT CORNER 'LATE TO JOIST TOP >----,--,-HJ CHORD ANGLES/3/lG" I/ '-1 TUBE STEEL TO PLATE ~LS1110='.:i \ '\_(E) :TEEL 11111 '-(E) DOUBLE ANGLE OF TOP ROOF DECK CHORD Of OPEN WEB JOIST NOTE: CONTRACTOR MUST EXERCISE CARE TO AVOID DAMAGE TO TOP CHORD OF (E) OPEN WEB JOIST DURING DEMOLITION ANO WELDING PLATFORM SUPPORT TO OWJ 5 :.:~16 C I ~ 0- 0- + 40'-0" SPAN OF OPEN WEB JOIST r 20'-0" 1 (E) 4"x4" INTERMEDIATE TUBE STEEL COLUMN FOR SCREENWALL (1YP. OF 2) i ~ 0 ~ (E) EQUIPMENT SCREEN WALL (E) OPEN WEB JOISTS AT 6' O.C. BELOW STEEL DECK (E) B"xB" TUBE STEEL COLUMN (lYP. OF 8) I I I I I I I I ,-------~]~! J~ .. ~ j-....L_..JL..........l.......J._LJ.....l__J -s ,\---------1 a. 21'-8" LOCATE (N) PLATFORM PARALLEL TO JOISTS SUPPORTS FOR PLATFORM TO BE WELDED AT JOJST PANEL POINTS ~-------------FIELD VERIFY THIS DISTANCE FROM SCREEN WALL TO LOCATE PLATFORM OVER 2'-8" PANEL POINT SPACING OF OPEN WEB JOIST (E1BLDG. PLAN VIEW ORIENTATION OF (Nf PLATFORM ,-fil~l 1 DETAIL (N) PLATFORM, FRAMING PER PLAN r CORNER SUPPORT ® r INTERMEDIATE SUPPORT EB "r::::::::=---f---=-r------L----~ NOTE: (N) 4"x4",1j4" TUBE STEEL COLUMN WELDED TO TOP CHORD AT PANEL POINTS (1YP. Of 9 PER JOIST) SECTION ALONG JOIST LINES A AND B, SHOWING PLACEMENTS Of (N) TUBE STEEL COLUMN TO (E) OPEN WEB JOIST AT PANEL POINTS SEC. ELEV. OF PLATFORM ',~.:~~l 3 W.f". BEAM PER PLAN CONTINUOUS PLATFORM SUPPORT BEAM PER PLAN 'i=.=====~_;;::-.:=je.zzWr.d21======~ 6"x4"x3.8" STEEL PLATE PLATE TO BEAM (2) 1" • A325-N BOLTS BEARING 1YP. CONNECTION CONNECTION OF EQUIPMENT CABINET SUPPORT BEAM TO CONTINUOUS PLATFORM BEAM (DET. E) SUP. BM. TO PLT. 2 Sprint® SprintPCSW 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 921 08 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE . CARLSBAD. CA 92008 COUNTY OF SAN DIEGO ff"'"ENT ~~Jo'; /03 I I ~"'"'° ~~NSTRUCTION ~ -REV.:=DATE:=DESCRIPTION:=BY:,I & 06/05/03 ISSUED FOR: CITY COMMENTS & 05/12/03 ISSUED FOR: FINAL C.0. ~ 04/09/03 ISSUED FOR: PRELJMINAR'I' C.0. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM SAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: SHE I ~ PLATFORM FRAME NOTU_SED NOT USED ~6 l~I I~:~ 17 GRID TO GRID DIMENSION = 40' -0,. PLACE PLATFORM SUPPORTS ON PANEL POINTS JN THIS PORTION OF (E) OWJ ONLY VARIES l 10 SPACES O 2'-8" ~ 26'-8" l VARIES ~7\V'\V\V\VSJ/\V NOTE: VULCRAFT OPEN WEB JOIST DESIGNED FOR 2,000 LB, LOAD AT EACH PANEL JOINT {_E_) OP~N WJ:B JOIST (OWJ) NOT USED NOT USED I r~~tLJ 4 l"~'l5 ., . ;:::-... . ., ...._ "' I ... N R 2" CONDUIT ASSEMBLY------ FOR AC POWER (TYP) 70 1/8 / 1/2"0 X 4 1/2" I M.8. (4) PER CABINET ~ "' . . ., . . . MODULAR CELL 3.0 GROWTH CABINET Io I': . . MODULAR CELL 3.0 PRIMARY CABINET ~ L_OI E A R Io 2• CONDUIT ASSEMBLEY FOR TELCO DRILL THIS HOLE FIRST I• 1-I O O I ·112. WNG248C BATTERY CABINET WNG248C BATTERY CABINET (OPTIONAL) ~r1~1 f V,, I 4 1/8 27 27 27 1/2 27 1/2 / / _./ l _./ F B_ 0 N T ANCHOR BOLT PLAN J "~-11 TYP. EACH l-----+:>--l FLUTE 3/16" 2" TROUGH 3116 • 2 _ 4 • TO TROUGH 1/2"0, PUDDLE WELDS TO ATTACH TROUGH likJ I OF STEEL DECK TO ANGLES OF TOP CHORD OF OPEN WEB JOISTS. 4 PUDDLE WELDS PER 18 OPENINGS I I I/ 11/2"x1-1/2"x1/4" I I 1-"·· WU~-~,~~ II ~I~ I fl TUBE STEEL SUPPORT COLUMNS iJi·~~ii:.';.Tu.~R~ ~ t---'---'--I =~ ~ ... ·' u ·- NOTES. 1. CONTRACTOR TO VERIFY (E) DECK AS SHOWN BEFORE INSTALLING ANGLES OR CUTTING DECK 2. ANGLES TO BE INSTALLED ON TOP Of DECK 3. PROVIDE ANGLES FOR REINFORCEMENT BEFORE CUTTING ROOF DECK 4. ALL WELDS TO DECK TO BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE AWS 01.1 OR 01.3 ROOF DECK PLAN 1'-6" PAST EDGE OF OUTERMOST OPENING AT EACH END ~I\ 1 O" MAX OPENING PERPENDICULAR TO FLUTES [\i\ '- ~ROOF DECK L3" X 2-1/2" X 1/4", ONE BETWEEN EACH SET OF OPENINGS WELD TO DECK TROUGH ANO TRANVERSE ANGLE I SCALE: 12 ~- • • Sprint0 Sprint PCS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO ~""£NT ;;o~/03 II ISSUED FOR: L c;~=o~s~::~~~J & 06/05/03 ISSUED FOR: CITY COMMENTS & 05/12/03 ISSUED FOR: FINAL C.0. & 04/09/03 ISSUED FOR: PRELIMINARY C.O. PLANS PREPARED BY: OTelecom Design Solutions I ES I EM I EM 7365 MISSION GORGE RD. SillTE F ISAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: ROOF, EQUIPMENT ATTACHMENTS NOT USED \fT=------TS 4x4x1/4" POST, TYP. OF (2) ~-----(2) 1/2"LPW/ (4) 1/2" e UACHINE BOLTS Jo.,.,;, (TYP. ---;,---STEEL BEAM PER PLAN F'7========c===~--GRATING TO BE NOTCHEO 0 POST AS REQUIRED Ll..j , TS 4x4x1/4" POST, TYP. OF (2) ..,, 'I I ':n l ri$ 'I :..1 I-$ 11 ~----(2) 1/2"LPW/ ( 4) 1 /2" e MACHINE BOLTS o----------STEEL BEAM PER PLAN ll.EJAIL...'.:M POST DETAIL -~~~~--17 t ::; . N 1-1/2"0 PIPE I I 2"0 STAND-----...._II PIPE SUPPORT --...__ I I I I I I 1/B"V '->\_ ii 1/4"0 THK. STEEL PLATE W/ 1/4"0 HOLE GUARDRAIL 8 (N) SPRINT EQUIPMENT 1/2"e X 4 1/2" M.B. (4) PER CABINET STEEL I-BEAM PER PLAN EQUIP. CONN TO I-BEAM I' [ STEEL BEAM _/ PER PLAN 0 GUARDRAIL SUPPORT s·-o· MAX GUARDRAIL DETAIL / ' ;.:~13 SWAGEO ALUM. GRATING 1 1/4" RECTANGULAR BAR OR EQUAL 1/4"0 BOLT MIN. OF 2 PER SIDE PER SECTION STEEL BEAM PER PLAN 41 cs l 51 NOT USED 1 5= 11 n ~ U" ., ... ,., '"" .,, / 6x3x3/8" J;'_- UV ,r / ............... , : J5 "1i: ~ -..-J ~l :::;~ li'::,'11~'" //////77777 7777 777 3x6 MIN. SLEEPER OVER (E) ROOF SURF ACE METAL STAIB DETAIL I~-':.~ 12 Sprint0 Sprint PCS'" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO ~CORRENT ·~~/0~ / 0 3 I I ISSUED FOR: t=;,~=,:~,~::~~J & 06/05/03 ISSUED FOR: CITY COMMENTS 6 05/12/03 ISSUED FOR: FINAL C.D. & 04/09/03 ISSUED FOR: PRELIMINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM iSAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT:============; 11 rr-.. ·~TRUCTURAL DETAILS I l ~SHEET NUMBER: >-_J z 0 & w u z w 0::: w LL w\ "' 0::: 0::: 0 LL U) z <t _J Q_ _J <t z -u - 0::: 0 ··~u ~ r ~~ l ~~ l ~· l ~~ l 1 2 & & W24X55 3Z' OWJ O 6'-Ct' C.C. 0 40' SPAN (TYP) W24X~5 & ~ ~ !----------------21' OWG O 40'-0" C.C. O 24' SPAN (TYP) & @-_j 1. ID ftUL J0%11' 90'l'IS OIi' DDT a1.2 2. OPD DB JOU'f bD GDDZR DUms tllDICADD 0a' Pt.Alf UI XIXDIDUI. .ILnRJIA'!S bUn!a IDLL D Anlll0ftD n 'ID llt;Clll'ftc:r n?0Sl TO ~ 01' DZl:IGW C!U.CULUIDIIS UD n-.z.CHica DIWIDlm:. 3 • 01'1:N RB JOZSTS 1U1D amoas llllLL U DSSIGRD l'CJt 'fflS l"Ou.owtllG I.OADSI Ullil"0D ODD UtMt • 35 l'l!SF IIDI. (SD P1.AJf l'CR DX. .IT •c:mm ARUII•) • • VJIIPOJIK LXW toAD • 20 Pff (RIDUctm.l:) • • KQU?nmtf toA!)S MD tDOt.TIOD ~ DUtanATID 011 PUdf P0R etPPIJ!C BZBi'PMB fflfr,x. ffE cmmu.t. C0tft'ltA.C'?OR. aHM.L OBTAIN' ACTIJAL aQUIHmft' IDAm AJJD DACr U>CATJOMS ntoM 'ntB UCIWIICAL BlJBCDMRAC'l'OR AHO/OR OffllR BUPPLI!:U IJID SHALL PROY%D11: 'Dlll!I m.TA 'fO 'l'HB JOIST IWIUPACTURER AJID CDORDIHATB. AS REQUIRED. omn LOADS -RffZR TO DMWJ:NCS omm '1'1Wf ftRUC'l'ORAL P01l CORDS, llk!I,!~.t. ftllRB, tre. SIM. W/TlE/""D ,____:-.. PLATE SEE~ 1YP 1YP \ _____ _ ll.•21P'IIFCDalfflllla'IDCLJCt.asTFMIL P01m1•21P.L .. = n10::· ~,0=.n~:i, ~~~om: ADDtnotl !'0 'tSI VIIR'Z'lo.L L0AtllS DZSlmr.ADD A909&o 'm1II f'O.CS XS UlfBIO!I .Im ~IO!I. 5. P0R ORN lfE8 JOZSTS MID GIRDERS D!:sIGNED rca 'f'DP c:Rmm t!ORJ:IOtrrAL 8USIU:C PCRC'!:, TI~TES AT COLUJIK CONMICTIOU BHALL U PROVIDED PBR DftAtL • • • .. ~fg ~ SIM. IM. W24X55 . Jl:991DNUfflilmM 1. hi aDDM, lfOftl W aall'l' l!ll.1 2. llDIIIllll, ltOOP LDII Vll.IU. J. a.&VAffOD OP !CH 0P BUEL CPD' ~ A11!1 ~ D11111 VU1' UD AD IBOW1f ffl'DII -'ITC. Ga l'Llllo IIIRATXOU 110 a80'ff AU GlVIR WI'ftl !'0 CDtDOWD PIDOR DA.'l'!JJf • ~. OHL1 flP%CU. ~en AK& novtDID. SD 1.2.3 J'OK I.DCM'IOSS 01' ltIDQD AJfD m>QJ' mtllD. SU ~ El'.AWDGB FOR SIZVATlOKS lf0'? SBON1I 0St JIQTl:D. ,. '1'0113 or STDL om WBB JOIST GtRDIRS JUfD ~ GIRDERS OCCUR IS INCHZS 8BLDlf '1'0M or 8TRL OPZR IIZII ,TOUTS tJlflZSS O'l'IIJ:RlfIBI ltODI>. &. &LSVATIOKS or '1'0113 or BTSEL COUJXHS 'VARY. en: 8PECUIC DftAlLB AS NOnD. 15, llAA&S "DO• APPLY TO BZAK SIZ&S, &LEV'ATIONS NID comucn:ONS, 7 • ALL RDor M!"l'AL DECJ: SHALL N ffPZ .,.. OJILZSS arm:mrJH ll'DTZD ON l'tiU'. SZE 8BnT 815.1 f'OR MITAL DZa: &c:HEDUIZ, KORB U1) bft'A:IU. t) --il'-----<A ~1,r 11 ! V @ I L..._ -~--r-1 '°@ ,!.. S6.6 ti-ll @ I i--© -@ tu- ffiS!M. W/TlE --~~1@ ti- lb I ;lj 1r ::,. .. 1r ::,. .. -@ --© --® I. •at'UDB• DlltODS WJCLIJZD 8Dll B'l"IJDIS. ID mDft 815.1 l"OR IIO%ES UD DftAI.Ul. t. P0JI. Z>OP nu.s, manrs, crrasa, ETC-, BU DaAWDIGS OfflD ~ am,cm,w.. 10. DZPUIISJ:OKS HD OPDlffQS IBOtnf OIi THIS mAHDfC UB Jim:' COIIPLft& .U 'l'O IIUIIDR, SIU Ut> LOCA'flOII. 10R. CCflPL&'n Df'Ol!KAT%08, RBRR TO DlWfDCS OTHIR 'flWI B'?RUCTURAL. >-_J z 0 w u z w 0::: w LL w 0::: 0::: 0 LL U) z <( _J Q_ _J <t z C) 0::: 0 Sprint@ SprintPCSw 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARISBAD, CA 92008 COUNTY OF SAN DIEGO f""' ';';~~103 ii IC'C'IICI"'\ l:"no.======~ ~ ,..,_,u~u ,un.- 1 CONSTRUCTION 1 ~-• -~•T--~~~~~-~To~ .. -J ,--r;.c.v.;-Ul"\I c.;---uc..:11. .. n.1r I IUl'l;---o I;- ~ 06/05/03 ISSUEO FOR: ES CITY COMMENTS 6 05/12/03 ISSUEO FOR: EM FINAL C.D. ~ 04/09/03 ISSUED FOR: EM PRELIMINARY C.0. :=PLANS PREPARED BY: oae=n Design Solutions 7365 MISSION GORGE RD. SUITE F SAN DIEGO, CA 92120 TEL: 619-229-6191 :=coNSULTANT: ---······ --· -····--...... - REFERENCE DRAWING ROOF FRAMING >-_J z 0 w u z w Ct: w LL w Ct: Ct: 0 LL (J) z <( _J o_ _J <( z C) Ct: 0 b I "'.J \ FDR ADDITIONAL LOADS ·w::,:. & ll -~-/ ROOF EQUIPMENT SCREEN FOR @NG ABOVE ROOF SEE 2 6 ~I -~~ ~~ ,==~ -==--=~--=-=:_H!I --\-:::----+---/ I I Ir"°-----~ I~ I"' "'--+------ & ;..1 ~ -, b .!.~ -1@~H. r. 7:7~4X1/4 J:J I i ~ & ,,....-- I I I I I ..-11 • ~!' ~ I I I ------er=--~ ·------I \ I \ I \ 7 ~\ V \ l I I _j I I I J LOCATION OF EQUIPMENT PLATFORM \ ___ _ --------------------~---- -~ ___ t I ~,------------ ~ :ti------------l--27 OWG O -40'-a' C.C. > I -o 24' SPAN (IYP) !; .; ~~ z0:t------<D 2 1 2" NORMAL WEIGKT ! c~ W/14012" o.c. -,JI> REINF, OVER M~ DECK lYPE "S' SEE~ I ~ 1/\ -'4Xl!'5 'W/S!UIIS ••%' c.c. ~ LW'U;-_•!55 ----.----~----~ __ +_ 1124X55 s ~ ~ & r-· -ROOF EQUIPMENT SCREEN FOR @NG A80\IE ROOF SEE I 6.5 I , me. ,u.. M1t .., NU.m0N • MIDI.. I mac. CCICKllliUE LocanaN a 1m: Of PIJCSIMnllre lfflt um&. C0N11IJCT0llt. IJ24XSS '-32" (}NJ O 6'-rf' c.c. O -40' SPAN (IYP) t METAL DECK lYPE "Ii' lYP, U.O.N. IJ24XSS I - it•- ----f.- ---+- IJ24XSS at·- i ~ ... ~1---~ II I ~ ,·-6' ,tr -4()·-rf' t 4Q·-rr ,r -40·-cr t 40·-rr 1 40'-a' 1~ 2 3 4 5 6 " ...., 'b .I ;!j l:, .1 lli 1 'b ! i " • N I --© -@ --® ----@ --© -----(0 --® -;~ \N l >-_J z 0 w u z w Ct: w LL w Ct: Ct: 0 LL (J) z <C _J o_ _J <C z C) Ct: 0 Sprint® Sprint PCS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO [:ITTC~~~> ~T; / 03 I I ~,cv,c~~=~s~:~:~~J ~I os/o5/o3 ISSUED FOR: CllY COMMENTS &1 05/12/03 ISSUED FOR: FINAi. C.O. ~ I o4/o9/o3 ISSUED FOR: PRELIMINARY C.D. PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F ES EU EU SAN DIEGO, CA 92120TEL: 619-229-6191 CONSULTANT: ISHEE~ REFERENCE DRAWING ROOF FRAMING REVIS L >-_J z 0 w u z ~~~~& _e!_. a,t,lc. FILL. 1\!l~KtJ!!.-!>":> VARI£¢ ~ ..... ~ & "1"1F! """'""I"~ "IOT~IAl"I l"OIZ..CLALOl'r"I ~-•4eo...,._. e:=e~I"- @ . . .. . -· . . . . .. -.. -~ .. ------· - 11 .TYP. DECK WITH CONC. FILL PARALLEL TO BEAii -.. . . . . -. . 2."-o" -~,s, ~iz.~6'1_"111~ .'2;.c.t1,,eiour. ·"""""= ... !"- ·J:::1.0ii,uize Pleee 4•~-o. !~.~..__.,.,.._ . =,.rt. ~ L,Oi:.t,TI!'. It. AT -1 l)ll'Tf,~·= scilARE QR RECTANGULAR HOlES ROUND HOLES SECT. "lc-1 *'~':. _, ~"" 01'1:!ll~~ IF' U!,, 1'lW-I 11• Ill rwt1i t;>ll'\t.CTIDJ.I~, t,ID ffel~l"P~!.118tll' IF r,UI', I~ l'\"'51UIP!l!;t,, @ SMALL OPENING UP TO 111• DIA. OR.9"·SQ. .ek6l:!. M:,JML .....,,..,_.,~ ........ TIWl'2'-.&.l(f _____ ... __ ..... ~~.,. .. Mr, : • IS'l'DL DEClallG MID 8BUJt S'1"DD •ans 1, DECUlla DIASCTIOII S!IOlnf Olf n.AXINQ 1'%,AJf!J '!fflDIII ~ .. DSCkDfC AS IWnn'AcruDD AY VDCO ~ De. ml Anlt0VZD SQ0AL l'0a: 10'111 UllD CAU1'DICJ CD.ACrn' DD PIU: MT%1fa. AKV suuniruu011a lflS"Z' n APnovzD n ARC11l"1'1CT. 3. ftlVC"1'DDf, DOPDtnU 01" ftDL DZCS IYIDN DAU. &QVAL OR ~ Tm: l'ROPDn:SS .LUmm D JDnIL :,. f 4. 'DSaDIG aHALL n COlffD'Dam OVD , oa 110RJ: 1R1PPORTS1 OT!ISRW:taa PRCVXDII: Sl!Ot:I•G ••• HAlltrl'a.C'l'UJtSa•• UCOIDal:lltaffOIIS. IPf.ICU aau.r. U toca.TZD OVD SUPPORTS. 5.. DSO: IIZ!.DDIC mI.l, R AS Jl0ffD DI CZTAU. 3 • I. novtbl 11 CADCa KDIDaf ctOlt1ll PRCU M' IDOi' OJ' DZCJ:. 7. Ol'l'!IIDCm 'fBR00Cll DZCXDG noNK aJ ftlHUG MDII ~ ltO'? CCIIIPl,,ft'I A8 'fO IIUDD., Sl"U MD J'.OCA'l'J:OK. l'0lit C0Ki'i.nJ: Illf'OaQ'r%01f Ul'l:R '!'O DU.IIDfQ& O'.fflD. THAX 8"ZROCTl:JllL. a. uas ~ u OPDIDlll::I as non Off 'DD 8'Dft mnzu OTBm?a:a lfODD. nonm lftElfG'IHUXIO IUOU CUffDQ OPIIIDlao ' ,. .Dftuta ..,_.. ,an roa nncu. DDl1'0ltCDIG or mcu e OPDDQa,. raa 8PSCIAL COlmt'UOM8, aaMrf' r.A.Y~ OP Ol'Zlf?WGS DD .NOPORD UID'CRCDG w nacz roa APn.0'9M.. 10. KUIJnPt.1r OPZIIDGS WI'ffl A CLDJt DISDJIC3 IZSS ffU 'l'2EID --TDID m:& •xa 07 'ftl:I: uac.;m OP'llf?Jtw '1'0 m: 'fRU.TSD M A -~ IDCJUP OPD'DO. 2.1. ff ORIIDIQ D CD'r n:to:a 'l'0 nL1o ~, l'ROVXD!i CIDSaR!: PDCU UD 8BOUJIC &S DQmUD. 12. MR OPJDIDIQIJ ~ DBl3. ftl'r ~ DlrLY 00: WZB A1n> au 5• &QIDU Oat IS• DDDTD Jl&XDIJX, lfO ~ XS UQUDWJ. 13. DO 110T SOSPDt> CULIJJCS., ftPIIG:, LtGlft 1'%X'1'1:JJm;!, C0ltDl1lT8 OR onua vnx.rna non mot, A11D 110 WO'!' HACB C0IIIJlll'ftl 01t omn nns D C0lfCRl'S nLL 09D. mcs-, wx.as UP.JIO'QL u .OlmUDD natl S'Z'ltOC2URAL DQUD:R,. 1t. mr.nn maawo :o .1oa am: l'm l'RCll...u.t. on.,·GRB:ISI:, m:c. DD, CLUJr mczIK ~ l'StIDa ~ PLACDQ, ~-~·, 1!50 lm:Ml STD1>B trn.DBD '!HR00CH 1'BB DEC?X, 1f1'1'B A KDrDmX CLDRQO: OJ' 1• ~H 'IH£ snaz 01' '!rm: DECK TO '!HE S'1'0D c:arrSR Lm&, ID.Y m: SUIS'n'1VnD Olf& l'0R otm :roa A l)J:CJ: nu,. 11:. ALL DI.DBD STDDS SHALL llB ,/4• DIAHt"nR.. HUD JZHQtBS SHALL BE .f'0R DBCJC 'l'YPJ: .. 17. SD DftAXL 13 l'OR .'l'YPICAL SHEAR STUDS. w @) 1• _ r-o· @ ::m. D!CK-wmi co~: ~-.;;;;~ictLAR. TO eu.u CD suw. OPENING IN STEEL Dl!CK .ffi. Cl::: . ~ . . .... --. -.. . . . ~ ~ . ' ~~t>i'JUi~u t>~K & ~~ . • --\ --~-~,.,...Jl\i W ~tr:14c:arr. c, t>£Q\ -moueH ------. · . · . . . •• t 11-t::...~ t~ ;. · , . JI,' ~ (POLIN FUJTr.) ~-er~ CNITCfo,F"o,"aol.USnwt . 1'4' t• ", M.Gl.0'5U"-" I.Del,"!!, ~ -, ..... -0GIC!Mc> .. 'I'll! .._ er=-lll!lJ>.> ~ =I\ Cl::: -• .., r 1. -. . ! Ul,M -e., IO ei,,1. .. ..................... -~. =..grui.e ~"igi,;~-T1'l"e A 1'l'Pe e, ,c . ~ I __ ... l! IA?II -........ _... ,. • m. CDNI., ~'t.. Cl::: 0 LL U) z <( _J Q_ _J <( z C) Cl::: 0 1?:1,-CHOlZC> Or"..JO~I ® SECTION a Rl)OF CORE ARlj~ .. r-;i~o• G) ... ;:.:sec'i'iciH AT ROOF 0CORE AREA~ ~. l"•1io1 ~----.J;Jl/z.' ·-,i,•,:o,.ic:,;·riu::--· erG.tC> IM$1JI.A"TIO!'f ~-···· ~ .&· @ SECTION AT .SECOND LEVEL CORE AREA 1•0 1'-o' 'NI': ~!¼Le qrup No~: ,. !>A.fl" llW\ ~11Ut,IW..l.l.'f WHe"e !'!$ti 10 Ill!~ 1110il6tll, ~ ..-1111! DD!Jei.e ~~ IIH~t. ~11161.lS ~TUt, '!il"-4,afU! J.111.k.D i,e ~ Tll"-11 4-" . 1,,:. -M -:m ---- -,-. . 6.l>..tlaoUE>, I . . 1 rffl1";~;=1k!'ob· 'SECTION AT SECOND LEVEL CORE AR!!A 1"• 1'-011 ~· ,;;i @ SECTION. AT !IECOND LEVEL CORE AREA ,• .. t'-o' ---. ---TUIJS, l'll.t. . ~~~"' """I\~ LoCAT& ..:.a AT. 2-1.6 '-,,i,V.z..ftu.11 ~ ri~:y~· . . acr.x •eiar..:r:,,.,. • AJIIU ~-tt-. J.lt>re: @ .LARGE OPEIINQ IN STEEL DECK ............... _ c.DMGl'l6T6 1'11.L loolHISl'II!. 4'aUl'I~ ~it.\•!>° ~f- @ ~ CONN. .\T OPEN WEB JOIST . ?l?.'1,' 2-3,,.:.u,1»1 & @ · CHANIEL CONN. AT W. l!EAII . . D!!Gl'i '1'ee1.~~ J.Jw,· ~ru:w MIIIIMUl-1 .:ro-e. DN~'f ~m,Mei Llel.P,)• '-'™'HMell!' ~~ f61,U41! tr;;uK Itrn't) ~(r"'J ~,UF!lil!r ~ fi"PeLll"' ~nY Mel1~E!!!, H~eir., •/?"r. A .1"'! ·-·"'' ~BG'o.c. e.c/ltu, ll;.'U114!~ · l,~O<> (I~~) WELD e !Z"D,4 e, (le>e,l,,) 1lt' ."J')t, .o/1';, t.rZ'tu, e JZ'IU. W1'l!lH l'\Jllell l,.!!-'o tl~\ I~" .+!() ,,oo e!Z'~ t'IZ'O.C. W!'rt>-f Fll!Jat -z.= .. : , .. _ .. ® DECK IICl:.IEDIJLE • WELDING ~I I I I I u:K> .. TEJ~ • ~t.ura. DKKl!l!I.OW CI.Ae Rl!IWF, GONT, TMIW ,JOit.iT• U.W.D --J_-~ COHBTRIICTION JDINT IN CONCIIETI! BLAB CDI.IJM!l ~r,eQllll!i ~""' N'!t N01' !lllTil'l!I:( 411·~ l'IWIPI! £2l&•Ztz,,fli; weu, iieGK 1». . ~i"'P'olll'IT '-"'· . 'lll! s STEEL Dl!CK SUPPORT AT COLUIIN; >-_J z 0 w u z w Cl::: w LL w Cl::: Cl::: 0 LL U) z <( _J Q_ _J <( z C) Cl::: 0 Sprint@ Sprint PCS~ 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 9200B COUNTY OF SAN DIEGO ~cu"'" ;/~~/03 11 ISSUED FOR: L.,~,~=~s~,;~~~~J ~ 06/05/03 ISSUED FOR: CITY COMMENTS 0, 05/12/03 ISSUED FOR: FINAL C.O. & 04/09/03 ISSUED FOR: PRELIMINARY C.O . PLANS PREPARED BY: OTelecom Design Solutions 7365 MISSION GORGE RD. SUITE F I ES I EM I EM SAN DIEGO, CA 92120 TEL: 619-229-6191 CONSULTANT: ROOF DECK DETAILS t"' ' .. ... ;, cp cp cp ~ I ! ,= NE)M SP INT PANEL j j NEW SPRINT EM~RGENCY J ANlEN TOTAL OF 4~· GENERATOR PLUG ! AN ENN , (1) ANTENN J I PE SE TOR, 4 SECTO S I j @ b·. 9 •. 2ocr I ffi · , AN~ 30 • AZIMUTHS. j ~ J ! i I I I i · ! I ' ! ! i ·-·-·-·-·-i ' ---·-·-·-· '·-·-·-·-·-· --i----·--i _.,),--NEW EMERGENCt GENERATOR j ~ / RECEPTACLE POJIIER RUN j I I i ' . ' -! cp i v-·-·-·-·-·-·-·-·+-·-·-·-· v-·-·-·-·-----·-·+-·-·-·-· 0-·-·-·-·-----·-·+-·------ 0-------·-·t-·------------ 1 'T /4. .. T NEWROOFI 1 . 1 j l ' MOUNTED Ci>,BLE j j !i g j TRAY ON StEEPERS j j ,o " ' . ' I ll I I I . · "-' -·-· ·-·-·-·t·-·-· NEW .SPRINT POWER RUN. FROM °'iiEW SPRINT ·-·--7---- , ~ METER/MAIN, DISCONNECT TO NEY, PPG CABINET. . toTAL I DISTANCE E~TIMATED AT 113'. I I i i i i ·----+-----------' --·-·-·-·-i-----·-·-·-·-·-+-·-~ NEW iPOWER AND j j j TEL9? RUNS ' ' . INSl~E CABLE TRAY I I I ·-·-·-·rr-o ...... · ·-·----------1--·-·-·-·----l----·--------J. __ _ ·11· -Etn--·-----·----j i i i j.. ' i i i i El~ i i i i i .. . . ·-·-·----. ·-·-·-·-·-·-· i ----·-------· i ·---·-·-·-·-· i ___ _ I I I i i i i i i i i i i :1--__ -_-_-__ -__ -_-_-_ ...,,_ c-:+ ·---------·-·t·---·-----·-·i·-·-·-------·7·--- ~ I i i i -----+_,,+·1 i i i "'-, i i i ----------fE===::3-:.:::::_~_--------------+--------------i-----·-·-·-·-·-t·---i i i i i i I ~-~ i i i ~-------------------------------------+-------------~--------·-----t---- 1 I I I j j NEW j j i I I EQUIPMENt I I ! ----------·-· -------·----! ---~w-~,1 -----------,------------· ,---- 1 I E2 3 I I i i i i i i i i i ' -·-·-----·-·t·------------+------------·i·-----·-·-·-·i·---- i i i i i i i i i i i i ffi M (E) EL~~TRICAL ~---~-~~~~;.{:lJg~ ·-·-· v-------------·-·+-·-·-·-· 0-------------·-·+-·------ 0---------------·-------· 0-·-·-·-·-·t---·-·-------- NEW t\F TRANSPARENT . , SCREEJN WALL TO MATCH ~E). ! ~----· =~~~f D OAFN~Ef E;~~~~ .±ALL __________ .J_ ___________ _ -NEW JPRINT PANEL ANTENLAs ! TOTAL1 OF 4 ANTENNAS. (1!i ANTENNA ! PER $ECTOR, 4 SECTORS ~ o·, ffi I 95·, ipo· AND 305" AZIMUjfHS. \g7 i I I I i i i i i i i i i i i i i i i i i i i i i i i i r----L ! SITE PLAN -POWER/TELCO RUNS y ~ ~ i i <if> , , I ' ,.,~ 4._c9 I I I "' '4:v i i i • 0 i ii ;J3~i ro,. &AWOO I I I I :,..,~. i i i i ..,,~ --r----i-------r-----,-----J r-~ ' ' ' ' ' ' ~~~ b!i---l . . . . . . 1 . . . . . . J:::. . . . . . _j_ _____________ I _______ .£. . ...J'Q,,,.- 1 I I I I I i i i i i '~-i i i i i i ~~ •c9 I I I I I .., • --·7·-------------r-·-·---------i-------------r·---------·--r-·-------------.;JfJ,, 0 - j j i j j 0 ~~ i i i i i .r,'8~ ' ' ' ' ' 0 'Oil ! ! ! ! ! AO'tfff --·-t-·-----------:-------------1 ·-----------r·---------·-r----------------'1!2i~ i i i i i ;J3~ ~-I I I I I .._.,._:'?) _ __ J ______________ i-------------l---------·----L-------------L----------------------~~ i i i i i I cPi i i i i i i ;J3P-, i i i i i . ·-· i_ _____________ i _____________ i _____________ j _____________ i _____________ ...,. _____________ _ I I I I I i i i i i j j i i j I ,._g,<1 i i i i i i •";:."--·-·7·-------------r-·-----------i-·-·-·-·-·-·-·r·---------·-·t-·------------: ·-----·-·-.tfi.i I I I I I I o i i i i i i & AWJT i i i i i ! ~::.~'ll}e, ·-·-1·-------------f-------------1-·------------[·---------·-+--------------. -------~- i i i i ! ;J3~ lh. i i i i I __.. -1-------1-------1 ------------r------~----, i i i i i -·-------·-----------------------------------------------------·--r----------------· ,------! ! ! ! ' I I I I I i i i i i ---~ 0 ti, i i i i i ----y-------------r-------------,--------------r--------------,------------- i i i i i i i i i i i i i i i '_ . . . . . . l . . . . . . j . . . . . . -b-. . . ----i-----·--------,-------------- ! ! ! J i --~-----J _______ )__ _____ )__ ____ j . . . . . I I I 1 i i i i i i i i i i i i i i i i i :a:;.....~__.~ i iii i I & w I I j :,.:;. ~~ i i ! •. -0 0 ,~~ ! I ,:pu~ io,,,, I 0" I ;,U'/• i i .-0 i Ao~Oo ~!~'l(l,~ !,:puo ~ ~!~'l(l,-ff ~ '-!~ ~~ 'N ";~ ~-I _o 10• _ ~o· 1 • Sprint@ • Sp!ntPCS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 11\ltUh,.,...,.[fOl'\I: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO I CURRENT ISSUE DATE: ~ 05/12/03 ISSUED FOR: ~ CONSTRUCTION ......... , -... ~ ... --.-.-----·--·-·· ---· - f,::, 05/12/03 ISSUED FOR: FINAL C.D. & 04/09/0J ISSUED FOR: PRELIMINARY C.O. PLANS PREPARED BY: OTelecom Design Solutions SHEET TITLE· SITE PLAN POWER/TELCO RUNS REVISIOt 1 SD-014 EM EM ~-11 I " 11 I 7 ;=I ~----! -------------------------------------------------------------------------------------------· I i i i i i i i i i i i i t-i ! I~ -~ ~ I I ~ ~ I I ~ I ~ I l ~ I ~ I ~ I ~ I ~ \: 7 I -L. ~ ,,A> ~ -d -d ,-·,;1 -d • d ·d ~ 7 -0 ~ (!) \,V ~ (rLJTURE} 1 PWR n FLEX 1 8/U ! ~----~_] c~rr:=:==::i .._ ____ . --... - p - 0111111111 lrJY.'_: _.Jl_, __ . _ --_ ----------------------------·-·-·------------------------------------------------------ EB EQUIPMENT AREA PLAN -POWER/TELCO RUNS -;-I 2 0 1' 2' REFERENCE NOTES· CD SPRINT EQUIPMENT CABINET. Q) FUTURE SPRINT EQUIPMENT CABINET. @ TELCO CABINET. © "PPC" CABINET, PANEL "pp" INSIDE "PPC" CABINET. @ COAX CABLE SUPPORT. @ NOT USED (J) NOT USED @ GPS ANTENNA. @ LIGHTING FIXTURE (TYP). @) SERVICE LIGHT SWITCH @ NOT USED @ COAX CABLE BRIDGE. PLAN LEGEND -<----POWER -ASCM: GROUND ---E----POWER -UNOERCROUNO -T --T -TELCO -ABOVE GROUND @) EMERGENCY GENERATOR RECEPTACLE. SEE SHEET El DETAIL #1 FOR PLACEMENT AND ROUTING @ 50 KVA TRANSFORMER. CONTRACTOR TO VERIFY LOCATION @) ( 1) 2" CONDUIT FOR TELCO. @ (1) 2" CONDUIT FOR me. @ (1) 1" CONDUIT FOR LIGHTING. @) (1) 2" CONDUIT FOR EMERGENCY GENERATOR RECEPTACLE @) {E) MAIN SWITCHBOARD, 4000A, 277 / 480V, 3 PHASE, 4 WIRE @ SPRINT METER/MAIN, 100A, 277,48DV, 3 PHASE, 4 WIRE @ NOT USED @) 1 1/2"C -4 #1AWG, #6 AWG GROUND @ 1 1/2"C -2 #1AWG, #8 AWG GROUND @ SDG&E IS THE SERVICE PROVIDER SERVICE IS ANTICIPATED TO BE PULLED FROM EXISTING SWITCHGEAR AS SHOWN. SERVICE SHALL TAP BUSS, CONDUIT UP APPROX. 2', TURN 90 NORTH AND RUN APPROX. 4', TURN 90 DOWN AND RUN APPROX. 4' TO A NEW 100 AMP , 600V, 3 PHASE, 4 WIRE METER PANEL. FROM METER, CONDUIT UP APPROX. 4', CORE INTO 2ND FLOOR UTILITY ROOM AND CONTINUE UP APPROX. 12', CORE OUT TO ROOF, TURN 90 SOUTH AND RUN APPROX. 80', TURN 90 UP AND RUN APPROX. 2' TO A NEW STEP DOWN TRANSFORMER, WIRE OUT TO A NEW PPG. CONDUIT SHALL BE 2" EMT. NO PULL BOXES ARE ANICIPATED AT THIS TIME. TOTAL SERVICE RUN IS ESTIMATED AT 113'. @ SBC IS THE SERVICE PROVIDER SERVICE IS ANTICIPATED TO BE PULLED FROM EXISTING TELCO MPOE #2200 -1. 1 AS SHOWN. SERVICE SHALL CONDUIT UP APPROX. 4', CORE INTO 2ND FLOOR UTILITY ROOM ANO CONTINUE UP APPROX. 12', CORE OUT TO ROOF, TURN 90 NORTH ANO RUN APPROX. 15', TURN 45 NORTHWEST AND RUN APPROX. 380', TURN 90 UP ANO RUN APPROX. 4' TO A NEW PPG. A 66 BLOCK (33 PAIR) IS REQUIRED AT TELCO ENCLOSURE. CONDUIT SHALL BE 2" EMT. 2 PULL BOX IS ANTICIPATED AT THIS TIME. i i i ~~~~~~~~~~~~~~~~~~i--F----------------=======~==============-------------------===========~======------i------- • I I I I I I 0 I I I I I I ' ' 0 I I I ' ' I I I I I I I I I I I I I I ! ! i i I I ! ! I ' I I I I l l i i I I I I I I I 0 I I I I I > l l l l ' ' l : I o 19: ·-v® (l. I (l. I ' ' : p '· ' 1----------ll' 4==================/=======----------=============---------------------==========t====~==~~!-~ ,: i I ,/ i ~ ,/ i I -// i ---i 1 ! ELECTRICAL ROOM -FLOOR PLAN 1 • Sprint& • SprlutPCS'" 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA 92108 rt-'t<UJt.L,l ""' ..,.,., .. ~,, .... ,: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO CURRENT ISSUE DATE: ~ os1,2103 I ISSUED FOR: [ CONSTRUCTION I -- A 05/12/03 ISSUED FOR: EM FINAL C.O. & 04/09/03 ISSUED FOR: (M PRELIMINARY C.O. PLANS PREPARED BY:======= OTelecom Design Soi~tiors SHEET TITLE: EQUIPMENT AREA PLAN POWER/TELCO RUNS REVISIOI [1 SD-014 ,,. ~ 7 17 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 / / / / / / / / / / / / / n n ~ D D ,-·-1-,_ 7-, ·-·-·-·-·t·-•-•-•-,-,- l] 0;7 TI ~ TI ANTENNA PLAN -GROUNDING (0° SECTOR) ®~ f1---.. fl.--'\~ n ~ n -·t ·-·-·-·-I·-·-·-·-·3~-·-\_ ·-· I I I I u u LI u d---+1ti i ~ C I 1 b i 1 l ,_,_,J /////[/11777777777777777777777777777 ANTENNA PLAN -GROUNDING (95° SECTOR) , ~. ~ ®~ vv-@ n.- ~,- N EB ~:::::i I 0 1• 2' EB ~ , ___ 1' I I SCALE: 1 3 1'__ 112"=1'-<I" ~ f]).. ~~~--,-. J ,-,-\_. J-,_ ·-·-J ,_ ,- u u u 7 7 7 7 7 7 7 7 7 7 7 7 / " /////////.L---.L ~ EB ANTENNA PLAN -GROUNDING (200° AND 305° SECTOR) ~ j !SCA~ 2' 112"•1'-<I" 4 0 1' I Gh [\ J .-! h /!_ IAV;L ;0 '· ~ fr==~' 1 1 1/ , 1: /' , kr ,-ll , t--"-'----il r-----'i u_ _____ ..., • • 1--" 17 L7 J 0 i -r-1:~~~~~: ~~~:JE: ~~-~;~~~I~:~~;iim~J2::=E:~~ • ]~ "•.Q'.'' L,_,_, •-, -1-,-1-1 , ___ , ~.[i; ~ fill I I I I I I . \ I k I k !C'- G -6 --G __ , G G G (I (o G G -G -Cl -~-G _;__;.,-~ ~-EB EQUIPMENT AREA PLAN -GROUNDINGL ~-I I SCALE: 11 _L_ __ ~_2.1_ 112°" = 1'-0- PLAN LEGEND • CAO WELD • MECHANICAL CONNECTION -· -• -• -• -, -GROUND {%j XIT GROUND & AITTENNA GROUNDING KIT REFERENCE NOTES· CD SPRl"11 EQUIPMENT CABINET. (?) FUTURE SPRINT EOUIPME"11 CABINET. @ SPRl"11 ANTENNA © ROOF MOUNlED CABLE TRAY ON SLEEPERS @ CPS ANTENNA. @ 12"x4"x1/4" TINNED GROUNO BAR (D CAOWELD CONNECTION, TYP @ TELCO CABINE1. @ "PPC" CABINET, PANEL "pp• INSIDE "PPC" CABINET. @) #2 AWG BARE SOLIO TINNED COPPER GROUND WIRE {TYP). @ 50 l<VA TRANSFORMER. CONTRACTOR TO VERIFY LOCAllON @ 24"v4"vl/4" TINNED GROUND BAR @) 6"x4"xl/4" TINNED GROUND BAR @ MECHANICAL CONNECTION, TYPICAL @) COAX CABLE BRIDGE. @) XIT GROUND. CONTRACTOR TO VERIFY LOCATION @ #2 BARE TINNED COPPER WIRE TO SPRINT ANlENNAS, TYPICAL OF 2 @ #6 GREEN INSULATED BOND STAP @ JOINT, TYPICAL Sprints • • SprintPCS• 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 FARADAY SD55XC014-A 2200 FARADAY AVE. CARlSBAD, CA 92008 COUNTY OF SAN DIEGO r"" ,~~ j,';; 03 ISSUED FOR: ~ CONSTRUCTION .--n.c.v.~-uM1c..---uc..:ivn;1r11u1"1;---o t .- - 11, 05/12/03 ISSUED FOR: EM FINAL C.O. & 04/09/03 ISSUED FOR: EM PRELIMINARY C.D. PLANS PREPARED BY:======= OTelecom Design Solutions SHEET TITLE. EQUIPMENT AREA PLAN GROUNDING SD-014 1. ALL DETAJl.S AA£ SH0<¥N IN COlO!.'I. TEIIIIS. ACTUAi. CROtlNlllNC INSTALLATION REQUtREUENrS AND CONSTRVCTION ~ TO SITECONO!OOHS. = 1. THIS IS A DIAGRAMJ.14TIC REPRESl:NTATION ONLY. SEE GROUNDING PIAN FOR SITl:-SPECIF1C CROUNOING IA~OIJT ""'11 COMPONENTS. EQUIPMENT GROUNDING LEGEND e llOUBlE LUG IIECHANIC.'l. CONNECOON A ANTE~ GROUNDING KIT @ 0-~NNA 2. -'U. GROIJNOIN<; CONDUCIORS: #2/0 MG STRANDED BAA£ llNNED COPPER WIRE UNLESS OTHERWISE NOTED. 3. CR0IN> BAR I.DCAT(l) IN BASE or EOUll'IIENT Will BE PR<MDED, FIIR!i1SHED AND INSTALlED 111 THE \'ENDOR. 4. ALL BELOW CRAPE CONNtCTIONS: EXOTHERMIC wnD 1'tPE, N30{f_ GRADE CONNECTIONS: EXOJHERMJ;; WELD 1YPE. S. ~L'DM~~E~~AJt~ ~; ~~~ &. INSTALL GROUND CONOUCTORS AND 1:ROUNO ROD MNMUII or l'-D" FROII EQUIPMENT CONCREIE SW!, Sl'!lEAD RXmNG, OR FENCE. 7. EXOTHERMIC WEI.I) GROIJND CONNECTION 10 FENCE POST: TREAT WITH A COLI) GALVANIZED SPRAY, 8.!;ROUND!W!S: 2. SEE GROUND NOTES FOR A[)!)fTl()l,W. INFORIMTION. J. ACCEPTABLE GROUN01NG POINTS INCWOE BUil.DiNG STEEL. ELECTRICAi. SERVICE GROUND. COPPER COLD WATER PIPE. OR GROUND RO!l(S) llRll'EN AT GRADE. TEST FOR CONTIIMTY WHEN CONNECTING TO BUIIDINC STm. OR COI.O WATER PPES. ANTENNAS PER PLAN TYP, (QUANTIIY a: CONFICURAllON VARIES) SIZE PER Uh~ !ill PLAN COAXIAi. CABLE PER PIAN, TYP. ~ !i!I SIZE PER PIAN e OORNllY CONNECTION a CADWElD COIINECOOH 2-HOLE LUG,~ CO,\XIAI. CABt.E 4/0 BTCW\ PER PLAN, TYP. \ r----; ~ ~ll~fi~ CABINET ~ I I I I p .ml SIZE PER PIAN PRII.W!I' ~~'h b r:_ BUSS BAR FOR P.P.C. CABINET, MOUNTED TO STEEL I-BEAM r----, I BATTERY I I BAC~-UP I ICABETI I I I I I I I I I I I I I. • I _L______I eeibHONd~CTRICAL A. ~ENTFOR~1l:l~oii:~bi~~~=" ~ =NNA I.ES SIW.l BE RJR!IISHED All> INSTAllED 111 ~fu~ ~DC~~ SIW.l B. IIAIN GROIJND BUS BAR ("'6B) LOCATED NrAI! THE BASE CF THE RADIO EO\IIPMENI t:AIIIN£T(S) SHAU. BE FURNISHED ""D INSl-'U.ED 111 EI.ECTRICAl COlffllACTCR, ~ ~---L SIZE PER PLAN~ I FINISHED ROOF ~ A 77i II \. -ii\£ ~ .l!llB 1/4"x4"x24' C 7z~~kJ~ 9. -'U. GROIJNOIN<; INSTALIATIOHS NlO CONNEC110"5 SIW.l BE l,IAO£ IJt El.EClRICAI. CONTRACrOR. 10. OBSERVE N,E.C. ""0 LOCAi. U11U1Y REOU1REMEN1S FOR E1.EC1R1CM. ~ TRAY _______ _,.P-____ / LcOAXIAI. l ! 4~ -~~--~ l ~ E[J SERVICE GR0UN!lWG. 11. GROUNDING ATTACHMENT TO TOWER SIW.l BE f,S PER IIANUF.ICIURER'S RECOMMENDATIONS OR AT GROUNDING PCINIS PROVIDED (2 MINJIIUII). GROUNDING NOTES Is= [ s PANEL 'PP--120/240V 11! 3W (INSIDE PPC CAB.) 200 AMP t.WN BREAKER MTS 42 K,AIC SERIES RAlED WITH lRANSFER SWITCH 200 AMP CIRCUIT BREAKERS DESCRIPTION ~INO.I LIWl I L 1 I L2 I LIWl INO.l;Yel DESCRIPTION GROUNDING SYSTEM SCHEMATICS 1. 1/TIUIY PCINTS or SERVICE AND IIORK / IMTERW.S SHOWN ARE BASED UPON PRELIMINARY INFORMATION PR(MD£0 111 THE l/llUIY COMPANIES ""D ARE FOR Bl) PURPOSES ONLY. 2. CONll!ACTOR SHALL COORDINATE WITH IJTUlY COIAPANY FOR FINAL AND EXN;T WORK / 1.14TER"'-5 REOUIRE•ENIS N<O CONSTRUCT TO UTILITY COMPANY ENGINEERING Pt.ANS AND SPECIFICATIONS ONLY, CONfflACTDR SHAU FURNISH ,-,, Is~ 11 ~ ~ ~ ~, f] PoeHouoe 24 I] 1 143M t~ I I 400 12 ~,SURGE SUPPRESSOR rcr.:i '/l':,°t ~ 3 4JSO . . mo 400 4 l :;_: (INTERNALLY AND INSTALL All CONDUIT, PULL ROPES, CA9LES. PULL BOXES. CONCRETE ENCASEMENT or CONDUrr (IF REOWIED), llWISFORM£R PAO, BARRIERS, PCl[ RISERS, lRENCHING. BACKFlU. PAY ,U l/llUIY COMPANY FEES ""0 INCLUDE ,U R£0UIRfMENTS IN SCOPE or WORK. .IYeE.....G.B ~ ~ ~ TYPE GL LUG .Il'.EE...Ye ~~ 24 ~ ~ I 4JSO I 8700 i · · I 4350l6vj:~House 24 !a'=t 'il':t ~ 7 43M ~.~ ~ 8 l :~ %.~ GEN. CIWlCO! (Nar USED) I 9 0 600 600 10 1 GfCI RECEPTACLE (INTERIW.) J. tlTIUlY CONTACTS FOR THIS Pffl>JECT SH1o1.1. st /oS Ftlll.OWS: POWER: POWER..COMPANY TEl£PHQNE: mco CONrACT CONTACT ADDRESS ADDRESS )(~ ~~A CIIY_STATE..ZIP Cll'I..STATE..ZIP \/ENT FAN [INTERNAi.) 1 11 160 166D 1500 12 l S£RVICE UGHTS (Let) LOAD PHASE I 1~ 11~110 l25l1 of LCL • 3'/S TELEPHONLNUMB£R P!iONEJIU•BER .D'.fE....l!A ~ l±Z. 11 .IYEE_GI ME...YS n'.EE..EG lYPE TA TOTAL CONNECTED LOAD + 25%LCL = :SOKVA/.240 = 125A " . ~ fttoVIC'~ \7Lp.~E. l'f\t>.\f,t SE\t,\'\C~ 1J\SC(.1v1'-'\:!.C'\ PANEL SCHEDULE ~ Jl CABlE'!RAY.!_/ ~CIAMP~~RCS OR EIIT CONDll!T Ur~ ----s ~---_.._____ a.AMP GRO\JNDN.EY lYPE CTGC GROUND W1RE CONNECIOR BIJRIIIJt lYPE KSU ~~2 PLAN ~ CON!lUrr 10 '!RAY CROUH1J1NC cw,p cw.a> 0-Z CECNEY OZ GEDNEY lYPE CTCC lYPE CTC CABLE INSlUTED CROIJNOINC RCS CONOUI lYPE 8USHINC. BOTH ENDS ~/;oz GEDNEY SECTION CABLE TRAY GROUNDING 1=1s 1~16 UTIUY GENERAL NOTES I Is~ I 4 CADWELD CONNECTIONS I sc.i.lE,12 IN'ii"'7 ELECTRICAL SYMBOLS 181 GROUND ROD WTlH ACC£SS e CIAMP NOOR DOUBlE HOLE WC lYPE {t XlT GROUND ROD ~ • .::~ (CAIJWEU) 11) ® GROUND ROD • GROUND RUlC ANO COMPRESSION l D' DISCONNECT SWITCH CONNECTION 10 GROUND fW.D l!:ll U1IUlY Mm!! @ GENERATOR -C-GROUNDING WIR[, DASHED LINE INOJCATES UNOERCR1)UN0 ? CIRCUIT BRroER -!Cl} FUSE -A-PO'HER UNE. DASHED ~CATES UNOER-,e DUPLEX RECEPTIICLE CROUNO, 3/4"c-2#12a:1#12GND, UNO ,e :w'.;g~~~DH:"r"osu".W -T-~u~ LINE :Jo, svmt:H, 12°"0, 20,,, -C-CCWCLIL CABLE. DASHED UNE ob -SWITCH lEC INDICATES UNDERGRO\JND M -I.WIUAl t.lOIOR STAR"IER ffi OETAl. REFERENCE OETAl. ~ NO. 2 ON SHEET E3 AWG ACCA BTCW IJIS C CICBE CB co DIIG EMT (E) OR EX. GEN en CHO CPS ABBREVIATIONS AM<RICAH WIRE CWCE ANIENNACAIUCCNER t,SSEMBLY BARE TINNEi> COPPER Wilt BASE TRANSMISSQ,I 5lSTEV CONDUIT CO'XISOLATEDCROtN> BAR EXlERIW. CIRCUIT BR!'.Al<ER CONDUIT ONLY DRAWING EI.ECTRICAL l<ETAllJC TUllflG EXISTINC ctNERAlOR GROUN) FAULT CRCUn' INTERRUPTER GROUND CEOSTATIOHAR"f POSmONNO SY5TEM GR GROWIH IGR INTERIOR GROUND RIN!; (HALO) KAIC THOUSolHO -"'PS INTERRUPTflC CAPN:l!Y Mll:B w.STER ISOIAlED GROIJND BAR (N) NEW (PROYlOE ANO INSrAU., PCS ~~~~SERVICE PPC POWER PROTECTION CABINET ~ ~~ ~T1COND\JIT ~ ~VAHZED STt£l. S.LO. SlNCLE UllE DIAGRAM !iit" ~SPECTRIM LUIED PAR'INERSIIP lYP, lYPICAL ': ~ai:== SYMBOLS,,AND ABBRE:VIATIONS _L~l7 EXISTINC i ~ L 1 1/2"C -4 f1AWG, ,. AWG SERVICE GROUND """ SW1ICH80AA!), "MSB" 4000 ...,, 'Z77 •-. NEW SPRINT ELECTRICAL SERVICE COMBlNATION -· ""· .. ':If:, .~ . 1 r l.!ETERINC ANO IIAIN DISCONNECT. 100 AMPER£, 277/480 VOLT, J PHASE, 4 WIRE COMMERClAl METEI! w.NUAL PULL-OIJT COMBIN'lllON 5AFElY BOX AND TEST BY-PASS fACILIT1ES, w.NUAL PULL-OUT 100 AMPERE CLASS "r FUSES IN PH/,SE A a: B ONLY, CIRCLE AW f217 MTBPMS1~ BUSSMAN #JSS. C.L, F.A. ~.000 AJI;;, HEIM 3R ENCLOSURE. PRCMOE PL.-'CARD: MAIN/\ DISCONNECT #2 Of 2, SE.~V~c;E. BB~~ l -~ '-+- -~' l4CIJ BOND WIRE ~2 fll/llC, #8 "1/C GROUND "-.. (El BUllDlNG GROUND ELEC'IROO£ DRY lYPE TIWISl'OIMR. SOUARE D "'10£I. :!0-S 3H, '50 KY>, 400 VOllS. S1NCLE PHASE. Z WIRE 11) 120/240 VOl.'11' S1NCLE PW&. 3 ...... 150 C TEMPEAATURt RISE. 30" HIGH X 00-WIDE X 20• DEEP. f4CU CONCRETE ENCASED ELECTR00£ IN SPRINT EQUIPMENT ENCLOSURE. CONOLIRETE FOUNDATION 2"C -3 #3/0, 1 16 AM> GROONO I I-POWER PROIECTION CASINO "PPc" I 12012w,, 1 PHASE. 3 ....._ I 200 AW'S (.....,,ACTURED UIIT, U.L LISIED ~ SEIMCE ENTRANCE EllUFIIENI), 42 K ,ac. 2" C0NOUT -7#3 AM: + #4 CHO ~ 1. POWER TO SPRM EQUIPMENT SHAlL BE ZODA. 120/240Y, 1 O, 3W. 2, lnl.lTY RECEPTACLE IS A crc1 OUPlEX OIJTLET INSTAlLEO IN THE DEAOFllONT or THE PPC, 3, FOR COW>l.ETE INTERNAL WIRING ANO ARRANCEM£NTS REFER TO VENDOR PRINTS 111 PPC l,IFR, NORTHERN TECHNOLOGIES. PART NO. N2101-W01, U,L LISTED. 4, PRCYID£ A MIN. 35• WORK CLEARANCE IN FRONT OF PANELS/SERVICE EQUIP. ii. lliE WALKING BEAM INTERLOCK TRANSFER SWITCH MAIN CIRCUIT BRE:Al<ER IS RATEO FOR 42KAIC AND All BRANCH BREAKERS IN THE PANEL ARE RATED 10,000 R"5 SYMMETRICAL AIIPS, 240V IAAX, 7'!; C SERIES RATED. 8. ALL WIRING SHAll BE COPPER TYPE THHN/THWN RATED FOR 7S C. 7. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHEO. 40 OR BO) INDOOR: EMT (RCS IN TRAf'FIC AREAS) OUTDOOR (ABO\IE GRADE): RCS (ADJUST CONOUJT FU. FOR SCHEDULE BO PVC CONOUITS) 8. DISCONNECT lHE FACT-JNSrALLED MAIN BONOINC JUIIPER BETWEEN THE NEIJTRAl BUS mD THE GROUND BUS IN THE PPC. PROVIDE NEUTRAL TO CRQUND BONDlNC AT THE TRANSrORM£R. 9, REPIACE EXISTING CRCUIT BREAKERS IN PANEL "PP" Wf1H THREE BOA. 2P BREAKERS IN THE POSITION SHOWN ON THE PANEL SCHEDULE ON SHEET. 10. CONTACT OOH CARWRICHT, APPR()';[I) SWJTCHBOAAO IIANUFAC!URE, AT PACFIC ELEC'IRIC, INC, TEMECUIA CA. (909) 295-15&2 TO PROVlDE THE NEctSSAR'I DRAWING ANO LUG TN' ASStMBUES WU INCLUOE THE PROPER LOCATION, BOLT SIZE ""D TORQUE llCHTENINC VALUES, ANO THE ASSl:MBIJES WU llltl.UOE All N!:CESSARY BUS AND HARDWARE FOR THE INSl'AllAllON BY THE CONTRACT1)R. I EXISTING MAIN SWITCHBOARD PCAK L~ X 1.25 / 0.8 I PF + SPRINT • 1080 AMPS ~ <•> 2· C0NCOOS rru;;;;;;i ~ E!,-120/240/, 3 POLE. 3 WlRE. CROUND, :ZOO,. EMERGENCY CDlERA10!! PLUG Stt SM£ET 12 FOR W'R . .I: PART NUM8[R ELEGTRICAL 1-UNE DIAGRAM L~la Sprint~ Sprint PCS"' 2650 CAMINO DEL RIO NORTH SUITE 1 DO SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92008 COUNTY OF SAN DIEGO r"" ,~~i,~/03 ISSUED FOR: ~ -CO~RUCTIO~ I -REV.:-DATE:--DESCRIPTION:--BY:- 61 05/12/03 ISSUED FOR: FINAL C.D. ~I o4/o9/o3 ISSUED FOR: PRELIMINARY C.D. PLANS PREPARED BY: OTeleco'TI Design Solutiors 17365 MISSION ~RD. SUITE F E2S SHEET TITLE POWER SINGLE LINE DIAGRAM ELI EM SD-014 NOT USED ANCHORAGE AT CONCRETE USE 3/6"0 x 3 3/4" HILTI KWIK BOLT II W/ 2 3/4" MIN. EMBEDMENl (2" MIN.) AT WOOD STUDS USE 3/8"x3" LAG BDI. TS AND METAL S1UDS USE #12"x3" SHT. MET. SCREWS (2 MIN. PER UNISTRUT) UNISTRUT P1000 (6" MIN. FOR CONDUIT: 12" MIN FOR 2• CONDUIT) CONDUIT SUPPORT N) CONDUITS, PER PIAN ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ! ~! 0.000- 00 -1 i i r i 11 i --- tm~~ .. ~ iii iii ii e,, I:m ) • • • • l• ,___.___._.__.. .. ~ .es20 (4) '-----.4370 (26) ~-----NO. R4150A4 INSULATOR EB L---------NO. WBKT1 WALL BRACKET MANUFACTURER: HARGER 10ITINNED GROUND BAR (12") o· [o.ooo] 19/32" [0.594] 1-13/32" [1.406] 'gg§ o' ~ ~ t!a ~'-'UN ~e,~~~ .o. ,,..., -r.11'>--0:::--1.:.J. i'g! 'g .!2,tq.:!,tq ~~U>~ ~~,~C? ~-:'.!~ Ji! .J. J,~ 2· [2.000] I {I el 2-19/32" [2.594] 3-13/32" [3.406] 4• [4,000] ---~+-"<----~ NO. R4150A4 INSULATOR NO. WBKT1 WALL BRACKET IAANUFACTURER: HARGER GROUND BAR ASSEMBLY (6"l og g fil oog 88 ~~~~~~~~~~ ~ ~ ~~ 8,-.. O ,-.. ggc, O..-Nl"')TU,(0,-..«,a, 0 N t')-d-dci NI") uicd,..:~c,i-.... --.----.---N N NN 0.000-Hi 2.000 ~:~ ti). R41:ioM NSUt.AlOR 00. WBKT1 WAI.I. BRACl<ET MANUFACTURER: HARGER (BAR SHOULD BE TINNED) TINNED GROUND BAR ASSEMBLY (24" I I I I I I I I I I I I I I I titittiiittttit •••••• -Elr-$--Elr-$--Elr-Elr •••••• •••••• OET-000 #6 AWG STRANDED COPPER GROUND WIRE ( GROUNDED TO GROUND BAR) CABLE GROUND KIT ANTENNA CABLE • t J ~ i l I 1-1/4" D~ MAX. #6 AWG S1RANDED COPPER GROUND WIRE ( GROUNDED TO GROUND BAR) ANTENNA CABLE ANTENNA CABLE GROUND KIT #6 AWG FROM ANlENNA CABLE GROUND KIT (SEE DRAWING E1 ~~~~ ' '------~ C, GROUND .. 7 WALL ·g g g g @ goo~ ----• [\ 0 BE USED WITH /12 BTCW BARE TINNED COPPER WIRE STRANDED TO GROUN RING. TYPICAL OF 2 QRQUND BA8JTYP.) IT GROUND @ Z-~~~~ ANTENNA CABLE GROUND T 4• #2 AWG BTCW 1-1/4"0 PIPE (TYP. 3 PLACES) -!'w' _...... ~~~6i~~~~F TOP OF UNISTRUT, TYP. NEOPRENE WASHER 0 THREADED ROD, TYP. 1 SECURE TO WALL USING 1/4"11 X 3 1/2" LAG BOLT O WOOD STUDS. 1/4"0 THREADED ROD W/ HILTI HY 150 EPOXY W/MIN. 3 1/4" EMB (ICB0#5193) C SOLID GROUTED CMU OR HILTI HH C20 EPOXY W/ MIN. 6" EMB (ICB0#4016) 0 HOLLOW CMU (E) INSIDE WALL OF PARAPET #6 AWG GROUNDING CABLE KIT 1 /2"' COAXIAL CABLE COPPER ISOLATED GROUND BUS GPS ANTENNA • TOWER 2 ~ 1. COPPER TINNED GROUND BAR, 1/4" X 4" X 24", NEWTON INS1RUMENT CO. CAT# 8-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 5/S'Z. LOOIOO~.N!lim!OIINSJl!lJRtJUE!ffl.f0306Al#. 3D15-8. WALi!. MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT# A-6056 5/8"-11 X 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT# 3012-2. ~- ROUND BAR DETAIL (TYP) I ~ 13 ·Sprint. SpriotPCS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY AVE. CARLSBAD, CA 92006 COUNTY OF SAN DIEGO IICURRENT ISSUE DATE: J 05/12/03 1 l ISSUED FOR: L.~.~=~:~:~~J &, %/12/03 ISSUED FOR: ANAL C.D. ~ I 04/o9/o3 ISSUED FOR: PRELIMINAR'/ C.D. PLANS PREPARED BY: OTeleco'li Design Solutions SHEET TITL DETAILS EM EM SD-014 . GENERAL ELECTRICAL NOTES 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION OF WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EOUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS, FAUL1Y EQUIPMENT AND DISCREPANCIES. 3. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.). 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 8. ALL CONDUIT INSTALLED MAY BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND 0.S.H.A. 10. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 11. COMPLETE JOB SHALL BE GURANTEED FOR A PERIOD OF ONE ( 1) YEAR AFTER THE DATE OF NOTICE OF COMPLETION. FILED BY THE CONTRACTOR AND SIGNED OFF BY THE CONSTRUCTION ENGINEER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. WARRANTIES SHOULD REFLECT SAME DATE. 12. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL ROPE. 13. PROVIDE CONSTRUCTION ENGINEER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB. SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 14. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 15. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. 16. ALL CONDUCTORS SHALL BE STRANDED COPPER #12 AWG MINIMUM WITH 1YPE THHN/THWN INSULATION, UNLESS OTHERWISE NOTED. 17. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 18. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 19. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 20. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES. OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. 21. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN ANO THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE TENDONS AND/OR REINFORCING STEEL. 22. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH SECTION NO. 4305 AND NO. 4304 OF THE U.B.C. 23. RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT A.C., HUBBEL #5362 I, IVORY AS REQUIRED BY THE ARCHITECT, OR APPROVED EQUAL. 24. WALL SWITCHES SHALL BE SINGLE-POLE. HUBBEL #HBLl221 I, IVORY AS REQUIRED BY THE ARCHITECT OR APPROVED EQUAL. 25. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA #WPD-8 LIFT COVERPLATES. 26. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAYS/CONDUIT. 27. GROUNDING CONDUCTORS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG. COPPERWELD OR APPROVED EQUAL. 29. ASSOCIATED CONCRETE PRODUCTS: 17" X 30" X 15" DEEP UNDERGROUND PULL SOX WITH STEEL BOLT-DOWN COVERS AT PAVING ANO CONCRETE BOLT-DOWN COVERS AT PLANTER AREAS. PROVIDE DEPTH EXTENSIONS AS REQUIRED. GROUND BPND STEEL COVER. 30. ALL MATERIALS SHALL BE U.L. LISTED. 31. CONDUIT: o. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR ANO SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS. IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID PROCESS NO. 3 b. ELECTRICAL METALLIC TUBING SHALL HAVE U.l. LABEL. FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS . c. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT WHEN UTILIZED SHALL INCLUDE A SUITABLY SIZED GROUND WIRE. d. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH ARCHITECT PRIOR TO INSTALLING. e. ALL UNDERGROUND AND UNDER· CONCRETE SLABS CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM OF 24" BELOW GRADE. 32. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. FASTEN WITH STAINLESS STEEL SCREWS OR EPOXY GLUE. DOUBLE STICK TAPE IS NOT AXXEPTABLE. 33. OMIT 34. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO SPRINT PCS ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK". 35. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. • Sprint$ • Sprinll'CS"' 2650 CAMINO DEL RIO NORTH SUITE 100 SAN DIEGO CA. 92108 ,-t'tcUJt.l, 11'\lr ....,D,., ,u,_: FARADAY SD55XC014-A 2200 FARADAY AVE. CARlSBAD, CA 92008 COUNTY OF SAN DIEGO CURRENT ISSUE DATE: ~ 05/12/03 ISSUED FOR: ~ CONSTRUCTION -Kt.V.:-UAlt.:---Dl:.!::iCRIPTION:=BY:- A 05/12/03 ISSUED FOR, EM FINAL C.O. ~ 04/09/03 ISSUED FOR, EM PRELIMINARY C.0. PLANS PREPARED BY:======= OTelecorn Design Solutions SHEEl TITLE: SPECIFICATIONS $1)..014 " ... TITLE REPORT PREPARED BY: LAWYERS TIILE ORDER NO.: 011D2312•02 DATED: OCTOBER 29. 2002 LEGAL DESCRIPTION AU. !HAT CERTAIN REAL PROPERTY SIWATED IN lHE COUNTY Of SAN DIEGO, STATE Of CAUFORNIA. DESCRIBED AS FOi.LOWS: LOTS 44 ANO 45 Of CARI.SBAD TRACI NO. 85·24, UNIT NO. 3, IN THE CITY COONTY Of SAN 0£CO, STATE Of CALIFORNIA, ACCOROINC 10 UAP THEREOF FILED IN THE OfflCE Of THE COUNTY R(COROER Of SAN DECO COUNTY, MAY Of CARLSBAD, NO. 1181D, 19, 1987. EXCEP11NG lHEREFROU AU. IINERALS 00 AU. WNERAL RIGH1S Of EW:RY KIND ANO CHARACTER NOW KNOMI TO EXIST Oil HEREAFTER DISCOw:REO, INCI.UOING, MTHOUT WITING THE CENERAUTY Of THE FOREGOING. OIL ANO GAS 00 RlGHTS THERETO, TDGETl£R MTH THE SOLE. EXCI.USM: ANO PERPETUAL RlGHT TO EXPLORE FOR, REUDW: AND DISPOSE Of, SAID MINERALS BY ANY MEANS OR METHODS SUITABLE TO GRANTOO, 11S SUCt[SSORS ANO ASSIGNS, BUI MTHOUI ENTERING UPON OR USING THE SURFACE Of THE LANDS HEREBY CONW:YED, AND Ill SUCH MANNER AS NOT TO DAMAGE THE SURFACE Of SAID LANDS OR TO tlTERfERE l'JIIH Tl£ US£ THEREOF BY GRANTEE, ITS SUCCESSORS OR ASSIGNS; PROVIDED, HDM:W:R, THAI GRANTOR, ITS SUCCESSORS OR ASSIGNS. MTHOUT THE PRIOR Ml!TTEN PERIIISSION Of GRANTEE, ITS SUCCESSORS OR ASSIGNS. SHAU. NOT CONDUCT ANY UININC ACTIVITIES Of WfATSOEW:R NATURE ABOW: A Pl.AN£ 500 FEET BELOW THE SURFACE OF THE LANDS Hi:REBY CONW:YEO. ASSESSOR'S PARCEL NO.: 212·120-34-00 TITLE REPORT EASEMENTS (i) AN EASElll:NI FOR WATER PURPOSE5. GRANTED TO CARLSBAD MUNICIPAL WATER OISffilCT, RECOROEO MAY 16. 1990 AS flE/PAGI: NO. 90· 268768, OfflCIAL RECORDS. 9 AN EASEMENT FOR mcm1c PURPOSES. GRANTED TO SAN DECO GAS AND mcm1c COIIPANY, R(COROEO fEBRIIARY 12. 1997 AS ll.E/PAGI: ND. 1997·0065562, Off'lCIAL RECORDS. (NOT PLOTTEO, THE EXACT LOCATION IS ND! DISCLOSED tl !Hr PUBLIC RECORD.) @) AN EASEMENT TO FOR WATER PURPOSES, GRANTED 10 CARLSBAO IIIJNICIPAL WATER DISTillCI, R(COROEO MARCH 7, 1997 AS flLE/PAGI: ND. 1997·0102583, OfflCIAL RECORDS. Q PLOITED AS SHOWN. GROSS LAND AREA 25.31 ACRES NORTH MAGNETIC DECLINATION 1311" GRAPHIC SCALE 30 15 30 ,.... --,. FEET ~s.rr ~ § ~'OLJ===/7 oo oo 99 oo 0 D 'D• __ ll!fll FARADAY AVE D D ™»J· Ol!FIHANC <:./2a1.10Fs --.... ---------.__ ·IJOII! SX11KRT (JJlt/TOP "' ,:! l0t£/lf/()/T Sprinte Sprint PCS"' 4683 CHABOT DRIVE. SUITE 1 00 PLEASANTON, CA 94588 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY CARLSBAD, CA 92008 SAN DIEGO COUNTY ~'"'"" '~;/~;/02 I I ISSUED FOR: L~~~=:~,~~:~~J 12/17/02 0 111-27-02 GROSS LAND AREA ADDED FIRST SUBMITTAL PLANS PREPARED BY: SunMaps ..,. IAND suavmNG IIHDM!Pl'IHG 3!85AIRWAY AVENUE SUITED-I COSTA MESA, CALIFORNIA 92626 PHONE (714) 540 -7669 FAX (714) 540 -7672 JOB NO. 2332 UC ENSURE: OTelecom Design Solutions ' 7365 MISSION GORGE RD. SUITE F XS oc SAN DIEGO, CA 92120 TEL: 619-229-6191 flDRAWN BY: CHK.:=APV.: I J oc jxsj I ~ PROJECT MANAGER/ARCHITECT ---~ j'""' ""' SITE ~UEET NUMB!u RVEY EvIsI0N -Jn :- LS1 1 SHEET 1 OF 2 SHEETS ,. 4 .-j, ... LOT47 ; S 89°21'25" E 56R38' LOT45 CARLSBAD TRACT NO. 85-24MAP NO. 11810 ~ J' ~-:,,t,. , wi- -:'<r, :Q~ N 88°29'26" E 430.44' r-,--:=--_--:._--:._~::===,----'i.'1~~: -,ro.J=,-----'I '---ft- OT46 R•ll5a00' L•26.63' 6-119'04" :n ;;: iii z BOUNDARY SCALE SCALE -I" = 100 f'EET Vicinity Map - t N.T.S. LOT44 CARLSBAD TRACT NO. 85-24 MAP NO. 11810 A=39"24'JI" LEGEND fiil WATER VAULT TC TOP Of CURB °' WATER FAUCET FL FLOW LINE 1' FIRE HYDRANT OB GRADE BREAK C> FIRE DEPT. CONNECTION 105 TOP Of SI.OPE 111 CAS UETER TOE TOE Of SLOPE Im CAS VAULT EP EDGE Of PAVEUENI 0 GAS VALVE FS FINISHED SURFACE 8 GRATE FF FINISHED FLOOR e WATER VALVE SIU BOTTOM 111 WATER UETER RO ROOF DECK TE TRASH ENCLOSURE IP TOP Of PARAPET >--GUY l\1RE CL CENTER LINE ·•-•· CHAIN LINK FENCE f CONCRETE --WOOD FENCE PINE TREE ~ STORU DRAIN IIANHOLE !REE TELEPHONE IIANHOLE PALU !REE SE¥<!:R MANHOLE 0 BUSH © SE¥<!:R CLEANOUI -PROPERTY LINE • SURVEY MONUUENI e ROOF DRAIN e P0¥<!:R POLE 0 VEN! PIPE IE) ELECIRIC IRANSFORMER 13 SKY LIGHT ' ELECIRIC PutL BOX l!mt] AIR CONDITIONING STREET LIGHT @ EXHAUST &-IRAFFIC SIGNAL ~ DISH ANTENNA =SIGN 0 P0ll'i:R OUTLET ®-FLAG POLE ..ill-TV ANTENNA -BLOCK WALL \'? CELLULAR ARRAY ~ HANDICAP @ FAN ~ ( ,~, :<: ~ ~0: ~ ~ fi322.13)RD (322.Sl)RO'c:, 25' llt:H OAUSTJ o lfil..11l@, )l2l22)RO (322.89)RD,O \(l2l23)RO (32323}RD\. ~ )film (NAD83) GEr!CRAPHIC liia/1/JINATES LAnJUOE· 33' 08' 06.68" 1.0NGITUD£: 117' 16' S-160" ,..r,m21)RD )32l2l)RO ~ )fil.!fil@. )l2l22)1l0 - BIii'""! wt)Sl:N'( GEOGRAPHIC COORDINATES .{32220}RD )32121),0 f,'322.Tl)RD )fil!fil@ ~ )l2J30lll0 {32141}RD, (l2142lRO, )~~:,\CJ ~ (32l2t)R0fJ ~ RO • 20 GRAPHIC SCALE 10 20 ~ --.....,, FEET (NA0BJ) LATITUDE: 33' OB' 06.68" LONGITUDE: 117' 16' 54.60" DATE OF SURVEY NOVEMBER 25, 2002 BASIS OF BEARINGS THE CALIFORNIA COORDINATE SYSTEU (NA0BJ) BENCH MARK OTY OF VISTA BENCHMARK VISTA 2002 (NAVOBB) Sprinte Sprint PCS'" 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: FARADAY SD55XC014-A 2200 FARADAY CARLSBAD, CA 92008 SAN DIEGO COUNTY ~'""'"' '~;;;;·/02 I I ISSUED C'AO, [~"~~~"~"~:~'.~~--~ .................... --._,.._...,'-'"" ,..,_,,,.,---u I,- 1 CROSS LANO AREA XS ADDEO 0 11-27-02 FIRST SUBMITTAL oc :C:PLANS PREPARED BY: Sun Maps -= lft!ID SUHVMHGAHD MAPPING 3185AIRWAY AVENUE SUITED-I COSTA MESA, CALIFORNIA 92626 PHONE (714) 540 -7669 FAX (714) 540 -7672 .JOB NO, 2.332 ~LICENSURE: oel= Design Solut1ons 7365 MISSION GORGE RD. SUITE F SAN DIEGO, CA 92120 TEL: 619-229-6191 -nr.A111r..1 n,,_ ..... , .. .,_--...... ,. __ uu"""'' u,. nr-.. "rv J PROJECT O~ANAGER/AlCH~T:CT g fl'"EIT '"''' SITE ~ SURVEY ~SHEET NUMBER: EVISION:---l LS2 1 SHEET 2 OF 2 SHEETS