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Home My WebLink About1050 AUTO CENTER CT; ; CB003676; PermitCity of Carlsbad 1835 Faraday Av Carlrbad, CA 92008 Building Inspection Request Line (760) 602-2725 04/27/200 1 Commercialllndustrial Permit Permit No: CB003676 Job Address: Permit Type: TI Sub Type: COMM Parcel No: 2110800100 Lot #: 0 Status: ISSUED Valuation: $40,000.00 Construction Type: NEW Applied: 10/02/2000 Occupancy Group: Reference #: Entered By: RMA Project Title: SPRINT PCS ANTENNA SITE Plan Approved: 11/09/2000 Issued: 04/27/2001 1050 AUTO CENTER CT CBAD Inspect Area: ~ :/ SEPARATE PROPERTY TRUST 03-25-99 , ,. , . ., ,, Applicant: ,. ,' .,,~ LARRY WHARTON .. ., ,,.. . .. . :, , . _.,/ :, ;, . , ,. .,, ~ .;,.+: . ~ ~ I Total Fees: Plan Check $220.56 Me@ Fee $0.00 " '.:#'; $0.00 Plan Check Disco$@: $0.00 CFD Payoff Fee $8.40. PFF .. $0.00 PFF (CFD Fund) Strong Motion Fee.'. , LFM Fee Bridge Fee BTD #2 Fee $0.00 $20.00 Renewal Fee 1 $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee ' ' $0.00 ELECTRICAL TOTAL '. $0.00 Other Building Fee ' ' $0.00 TOTAL $0.00 Pot. Water Con. Fee '. $0.00 e'F&: $0.00 Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $0.00 Additional Fees: $0.00 TOTAL PERMtf Pm $588.29 Add'l Plan Check F&; ' .' :': $0.00 SDCWA Fee ,, ,. : 1, $0.00 ,, ' ' ,, ',., $0.00 Loen@ Tax Park Fee ,. ~' .. :;,' $0.00 $0.00 ,, ,., , .. BTD #3 Fee $0.00 ., ,. ., ,, ,. w.00' RedevParkirylFee: . , ,, I FINAL APPROVAL Inspector: .e'&&%& Date: G-/s.q/ Clearance: I NOTICE: Please take NOTICE hat aWmval of your rem to 85 'fe%xactans.' Yw have 90 day$ from he dab this prml was issued to pm$st imposibbo ofhese fembxdms. If yw pm$st U~em, you NElt follow me prdeot procedures sei forth in Govemmsnt Cade Secbbn 66020(a). and file the pmkt and any dher required infwmatlcm with the Cly Manager for pmxnshg in adam with Cadstud Municipal Code Wbn 3.32.030. Failure to Umely follow that pdure will bar any subsequent legal actsn to W, review. sataside, voa, wannuitheir Impilian. Yware herebyFURTHERNOTlFlED~atywr$httopmtest(he~ledfeeslex~mMXSNOTAPPLYtowater~nd~rmnnedi~(eas~nd~~ changes, m planning. zoning, grading or oher similar appllmlbn processing or service fees h mnm !MI hii poiecr NOR WES IT APPLY to any feaslaxacfions of which you have previouslv been gl imludes he 'Imposilon' of&. dedmhs, raservatlons, or other exactions hbr collectively PERMIT APPLICATION TmMc SD 126 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. a fl EST. VAL. Plan Ck. Deposit Validated By Date 1 '3 Bno T/ Address linciuds BldgISuite XI Legal Description Lot NO. Subdivision NamelNumbsr Unit No. Phase No. Total X of units Business Name (at this address) Proposed Use BUC Asrerror's Parcel I Existing Use Description of Work sa. FT. #of Stories 21 1- Q 8ii - / ( .51 Name Address City StatslZip Telephone X FIX X gB#E.:B (Sac. 7031.5 Business and Rofessionr Code: Any City or County which requires a permit to construct. alter, improve, demolish or repair any structure, prior to its issuan~e, also requires the *ppiicmt for such perm* to fila 8 signed natsmsnt that he is licensed pursuant to the provisions at the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Rofessionr Codel or that he is exempt therefrom, and the bsliis for the alleged exemption' Any violation of Section 7031.5 by any applicant for a permit subjecls the applicant to a civil penalty of not mora than five hundred dollars ld5001l. Name Address City C-l fA. _- XNL. 10x7 ~~~PFJLI~ l+w 4 (nuNrnX StatslZip h . 9Ub( 114-99 8- 894,' e$ ,~ / state License I 7 \ License Cisu utva*k*r.ulmnn 8 Designer Name Address City Statelzip Telephone smte Llcs".. I Worterr' CornpsMstion D~iamtiOn: I hereDy sffirm under penalty of perwry one of Ins following decidielions: , .- 0 of the work for which this permit is issued. 0 issued. My worker's compensation insuranca carrier and poiicy number am: ,-Galnm mbh ONr ~Mffi,dkm L SU. i have and will maintain a certificate of consent to self-ins1110 for workers' compensation 89 provided by Section 3700 Of the Labor Code. for the perfoimance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance Of the work for which this permk io Expimhm Date $/&/!Cl I CERTIFiCATE OF EXEMPTION: I Certify that in the performance of the work tor which this permit is issued, i shall not Bmpioy any person in any manner so a$ an employer to edmhd pnaklas and civil fines up to one hundred powCvN0. Uk 00 7L03b m3 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS Id1001 OR LESS1 0 to kcoms subject to the Workers' Companration Laws of California. WARNINO: Failurn to S~EYI. worked compnution wvnage Is unlawful. nnd thousand dollars ~1100,000l. in ddition to the con of compen.atlon, damag. In Ssclion 3706 D attwnayh fees. [7 i, as owner of the property or my empioyees with wages as their soie compensation, will do the work and the str~~t~re is not intended or offered far de (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 do- such work himself or through his own empioyees, provided that such improvements are not intended or Offered for sale. if, however, the building or improvement io soid within one year of completion, the owner-builder will have the burden of proving that ha did not build of improve for the purpose Of salel. 0 I, as owner of the property. am exclusively contracting with licensed COntIactors to ~on~tru~t the project (Ssc. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner at property who builds or improves thereon, and contracts for such projects with ~ontractor(sl licensed pursuant to the Contractor's License Law). [7 1. 2. 3. 4. number I ~ontra~tors iicanss number): 5. of work): i am exempt under Section I personally pian to provide the major labor and materials for CDnnrYction of the proposed propew improvement. 0 YES UNO i (have I have nml signed an application far a building permit for the propmod work. i have contracted With the foilowing person (firm) to provide the proposed Constwction lineiuda name I address I phone number I ~ontnlctors license number): i plan to provide portions of the work, but i haw hired the foilawing person to coordinate. Supervise and provide the major work (include name I address I phone I wiii provide some of the Work, but i have contracted lhirsdl thn foilowing perrons to provide the work indicnted (include name I address I phone number I type Business and Professions Coda for this reason: PROPERTY OWNER SlGhATURE DATE Is the applicant or future building DCCUP~~ required IO Submit a business pian, acuteiy hazardous matsriab registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Pisslay-Tanner Hazardow Substance Account Act7 0 YES 0 NO 1s the applicant or future building OCCUP~R required to obtain a permit from tha air pollution control dinrict or air quality management district? YES [7 NO is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUW UNLESS THE APPLICANT HAS MET OR IS MEETING THE REOUIREMENTS DF THE OFFICE OF EMERGENCY SERVICES AN0 THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the above information is Correct and that the information on the plans is ICCU~LO. I agree to compiy with aIi City ordinances and State iaws ralating to building Construclion. i hereby authorize representativs of the CitV of Carlsbad to enter upon the above mentioned property for inspection purpos~s. 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 CONSEWENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for eXCwatiOnS Ov0r 50" deep and demolition or Construction Of structures over 3 stories in height. EXPIRATION: Every permit issuec by the building Official under the provisions of lhis cods shaii expire by limitation and become null and void if the building or work authorized by such permit is no1 commenced within 180 d rk authorized by such permit is suspended or abandoned at any lime aner the work is commenced for a period of 1 APPLICANT'S SiGNATURE 7 DATE /o-z+ 0 .. City of Carlsbad Bldg Inspection Request For: 0611 412001 Permit# CB003676 Title: SPRINT PCS ANTENNA SITE Description: Type: TI sub TYPE: comm Job Address: Location: 1050 AUTO CENTER CT Suite: Lot 0 APPLICANT LARRY WHARTON Owner: Remarks: HAD A MAN AT JOB ALL DAY ON TUES. Inspector Assignment: GG Phone: 7143058759 Inspector: Total Time: Requested By: NA CD Description Act Comments Entered By: CHRISTINE 39 Final Electrical Associated PCRs InsDection History Date Description Act lnsp Comments 05/03/2001 14 Frame/Steel/BolUng/ldlng AP GG EKi - Corporation DATE: November 7,2000 JURISDICTION: CARLSBAD PLAN CHECK NO.: 00-3676 SET: 11 PROJECT ADDRESS: 1050 AUTO CENTER COURT PROJECT NAME: ANTENNA & EQUIPMENT The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. 0 The applicant's copy of the check list has been sent to: 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Date contacted: I I / p/03 (by: ) Fax #: , Person contacted: Lany Wharton Telephone #: (619) 203-1773 Mail Telephone v Fax In Person 0 REMARKS: By: Kurt Culver Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC lot03 (morntl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 - EsGil - Corporation ~ ln Partnership with ~ouemmnt for BuiGting Safety DATE: OCT. 05,2000 JURISDICTION: CARLSBAD , PLAN CHECK NO.: 00-3676 0 PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1050 AUTO CENTER COURT PROJECT NAME: ANTENNA Be EQUIPMENT 0 The plans transmitted herewith have been corrected where necessary and substantially comply [XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes with the jurisdiction's building codes. when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: contact person. (XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: AliSadre Enclosures: GA 0 MB 0 EJ 0 PC 10103 Esgil Corporation msmtl.doi 9320 Chesapeake Drive, Suite 208 4 Sm Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 .. . .I PLANNING/ENGINEERING APPROVALS .. mL .. ADDITION MINOR (< $10,aoaao, PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. cfi(sC)3&7b Address 1050 hCJ3-iEFL GT APN: d-\\-c€?D *\I Planner Christer Westman Phone (760) 602-461 4 Type of Project & Use: -/A Net Project Density: W'& DU/AC Zoning: f', -2 General Plak Facilities Management Zone: 3 CFD (inlout) #- Date of participation: Remaining net dev acres:= Circle One (For non-residential development: Type of land used created by this permit: rme. ) Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVALIRESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: YES - NO - TYPE - Coastal Zone AssessmentlCompliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES- NO If California Coastal Commission Authority: Contact them at - 31 11 Camino Del Rio North, Suite 200. San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: - Coastal Permit Determination Form already completed? YES- NO- Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst - 0 0 0 lnclusionary Housing Fee required: YES - NO IEffective date of lnclusionary Housing Ordinance - May 21, 1993.1 Data Entry Completed? YES - NO - IA/P/Ds, Activity Maintenance. enter CBX, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1 .) Provide a fully dimensional site plan drawn to scale. 0 0 0 Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 0 (7 2. Provide legal description of property and assessor's paicel number. Zoning: 0 0 1. Setbacks: Front: Required Shown Required Shown Interior Side: Street Side: Required Shown Rear: Required Shown 0 0 0 2. Accessory structure setbacks: Required Shown Front: Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Shown 0 0 0 3. Lot Coverage: Required 0 0 0 4. Height: Required Shown 0 0 0 5. Parking: Spaces Required Shown Guest Spaces Required Shown 0 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ]O.'I)5/& r r r ! ARCON SlRUCNRAL ENGINEERS, INC. STRUCTURAL CALCULATIONS FOR SPRINT PCS EQUIPMENT PLATFORM TAMARACK SD-126B 1050 AUTO CENTER COURT CARLSBAD, CA i- I r PREPARED FOR . AL VAR ARCHITECTS, INC. August 11, 2000 Job No. 200007.25 am3w 22421 Gilberto. Suite B * Rancho Santa Margarita, CA 92688 * (949) 713-7824 * Fax (949) 768-1761 PROJECT TAMARACK JOB No. 2oooO7.25 ITEM: DESIGN LOADS DATE El1 1/00 SD-1266 BY: H. MONTOYA ARCON mmRN ENGINEERS. IM. PAGE I OF 14 ! r - DESIGN LOADS: 1R" PLYWOOD 2x14 @ 12" 3.00 PSF. 1.50 PSF. 5.20 PSF. INSUI~TION 1.00 PSF MISCELLANEOUS 1.50 PSF. SUSP.SYSTEM 1.80 PSF. KbOF DEAD LOAD 14.00 PSk. ~~~. - ROOF LIVE LOAD: 20.00 PSF. FLAT ROCWBTAL LOAD: 34.00 PSF. (ADD 2.0 PSF. FOR BMS.) ARFA PLATFORM 3.17~ 18.51 58.65 sq.fI EQUIPMENT WE IGHTS OUTDOOR FLWENT 1187.00 PSF OUTDOOR FLEXENT 1187.00 PSF. OUTDOOR FLEXENT 1187.00 PSF. BAlTERY CABINET 2827.00 PSF. EATERY CABINET 2827.00 PSF POWER CABINET 1747.00 PSF. bEAD LOAD: 10962.00 PSF. EQUIPMENT WEIGHT 187.00 PSF. \ 2 Z W > / r PROJECT TAMARACK JOB No. 2oooO7.25 ITEM: FRAMING DESIGN DATE: El1 1/00 SD - 1268 BY: H. MONTOYA ARCON STRUCTURAL EN~INEERS. INC. PAGE 4 OF 14 Fb= 675.00 Psi. D.L./ID.L.+L.L.)= 0.41 Fv= E= W= Wa= Wb= wc= Wd= Pe= 95.00 Psi. 1600.00 Ksi. At= 34.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs. 0 Sq.Ft. 4 r= 0.00 L= 27.50 Ft. a= 0.00 Ft. b= 0.00 Ft. C= 0.00 Ft. d= 0.00 Ft. e= 0.00 Ft. Pf= 0.00 Lbs. f= 0.00 Ft. 1- 3~~192.5 Cf= 0.90 Pg= 0.00 Lbs. 9= 0.00 Ft. ML= 0.00 LbS.-Ft. MR= 0.00 LbS.-Ft. + Cd= 1.25 RL= 467.50 Lbs. RR= 467.50 Lbs. CL= 215* Cr= 1.15 (+)Mmax.= 3214.1 LbS.-Ft. V= 467.5 Lbs. dm= 11.67 " dv= 3.94 w= 34.00 #r dy= 11.67 " (+/-) Rduired d= 11.67 'I pb Dtl= U 240 DII= U 360 --+ dv= 3.85 USE: 2x 14 D.F.#2 Oqk!! - BEAM: BM-ItERJIp.Try 2 x D.F.#2 &. 12'' Fb= 875.00 Psi. D.L./(D.L.+L.L.)= 0.41 FF 95.00 Psi. E= 1600.00 Ksi. At= 0 Sq.Ft. __* I= 0.00 i W= Wa= Wb= wc= Wd= Pe= Pf= ML= Pg= 14.00 Lbs./Ft. 20.00 Lbs./Ft. 187.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs./Ft. 0.00 Lbs. 0.00 Lbs. 0.00 Lbs. 0.00 LbS.-Ft. L= 27.50 Ft. a= 24.33 Ft. b= 3.17 Ft. C= 0.00 Ft. d= 0.00 Ft. e= 0.00 Ft. f= 0.00 Ft. 9= 0.00 Ft. MR= 0.00 LbS.-Ft. RL= 498.01 Lbs. RR= 966.36 Lbs. (+)Mrnax.= 3633.6 LbS.-Ft. V= 966.4 Lbs. Dil= U DII= U dm= 12.44 'I dv= 8.14 w= 201.00 #f --+ dv= dv= 12.16 " [+/-) Cd = 1.25 Cf = 0.90 Cr = 1.15 240 360 7.13 I' Required d= ' 12.44 ______, USE: - - 2x 14 D.F.#2 I - /A ARCON ENGINEERS ITEM: FUM I rcllf. CORPORATION r I 6~a-3 r r r r r !- i r 1 PROJECT SPRINT PCS - SD-126B JOB NO. 200007.25 TAMARACK BY: M. Mencera A STRUCTURAL ENQINEEM. INC. ITEM: FRAMlNGDESlGN DATE: 6/11100 PAGE6 OF 14 r wQm% 4w BEAM: GLB-3 Try 5.125 x G.L.B. FV= 165.00 Psi. E= 1800.00 Ksi. At= 956 Sq.Ft. r= 0.40 1 Fb= 2400.00 Psi. D.L./(D.L.+L.L.)= 0.41 a mi*Tmmritm 1 -a- j, I.. 6 4 Wa= W= 1098.00 -583.00 Lbs./Ft. Lbs./Ft. a= L= 25.50 2.75 Ft. Ft. cm Wb= -583.00 LbS./Ft. b= 4.25 Ft. , -e* Wd= 0.00 Lbs./Ft. d= 0.00 Ft. RL .. wc= 0.00 Lbs./Ft. C= 0.00 Ft. Pe= 0.00 Lbs. e= 0.00 Ft. Pf= 0.00 Lbs. f= 0.00 Ft. Pg= 0.0 Lbs. 9= 0.00 Ft. ML= 0.0 LbS.-Ft. MR= 0.0 LbS.-Ft. Cd = 1.25 1' RL= 12276.22 Lbs. RR= 11641.78 Lbs (+)Mmax.= 85512.0 LbS.-Ft V= 12276.2 Lbs. ~~ Cv= 0.93 Dtl= u 180 DII= U 360 dm= 20.78 " dv= 17.42 w= 515.00 W +dv= 16.42 I' Required d= 20.83 " ,-. USE: 5.125 x 21.0 G.L.B. dY= 20.83 " (+/-) with 0.86 In. camber r E 1098- 515'- 503 dc/ I . .................... I ........................ r ..... a,.. ................. ' 1 .............. ! im i .... ;. ............... i b . ....... r r- i 1 i- & E 0.T.M. = (3'+ 1') = d3SkSd' r r r r r r r r - r L r r !- ! r r I r I i r i I r 1 r r i r i i r L r r i 7 c r r r r r 1 r I r Car -66 fp -- I Y.C6x I 3 r r 1 r I r r r -1 6'- \\I' -. 1 I r r r I r PROJECT swim Pc s JOBNO. ZOOS07 TALAAWK ps DATE - - ITEM,jT;I Am CORPORATION ARCON ENGINEERS PAGE OF - I r r r r r r r r r r i- r \ r : I i- f r 2 r r [ r c r r c r PROJECT NUMBER UOO1-101-001 DAT&: octobv 12, #w)o STRUCTURAL CAU"S for TAMARACKANTENNAENCLOSURE SPlU-00393M (SD35XC126B) at CARJABAD, CALIFORNU for STEALTHNETwoRKTEc"oLoGIES BY: FOR ROGER T. kWORTH, P.E., %E MANAGING ENGINEER LR NEISON CONSULTING ENGINEERS, LLC. 51 Wd 9OOO South Sandy, UT 84070 (801) 565-8580 (801) 565-9340 r I f I r r JOB NO. UOO1-101-001 DATE 10/12/00 IQJECT: Tamarack SHEET I OF JBJECT: DESIGNED WLH CHECKED IBERGLASS REINFORCED PLASTIC fFRQ 1. 2. 3. Th8hbricstorandoontrachxshpH~pacllulicna~topmbsctthe~PU~ All stnmtunl ahapahall be Stealth FRP SerieD 1525, pmducsd using the pllbusiar pmarsc. AH cutedpa and Mahall be &with a resin mmpstiblewiththe main mabix uead htb abwtural hpe. etructwal shppg from sbuse to prevent braalmge. nbks. gouges. crte. during fakication. hendline. and inotsIation. struoaual shppsr Dhpn bef&Wated and s898mbkdae indicstsd on the FRP tcJla and nutem betightmdto snw tghtand tumed an addml lntum and lookedwilh epoxy. 4. 5. drswings. TRUCTURALSTEEL 1. 2. 3. A0 slndutd otsel q&a and pktes ahaH be par ASTM A36. All etructwat asel tubes ahaU be pw ASTM A5oa grade 8. All anchor bdb ahall be per ASTM A307, u.n.0. Stml to stsd cmm tcJla ahall be pr ASTM A325N, uno. 4. All wading shsll be partormed wilh EmXX bw hydwn in ansppmMdfabkdm w. r r r r r r r r r r r r i r 1 r i r 1 L r r r r U@- /D 1 - oq . I c U I ~ 1 0 4 1 Z - - . . . - . . - . -. . . .. . . ..^_. .... ^...a, I..-.*.-.." z.1 nn.-.. ",,, nnn7 71 trrn t c i r i r r 1 t- I r DATE /ff//4- PROJECT 7TMnrUr;bc SHEET - 4 OF SUBJECT DESIGNED CHECKED '4"b A325N BOLTS wX'4"xl0n BASE PLATE TUBE STEEL COL D€sb5td bmN5 R= 500 Ib I 1 V= 100 16 &--+ 10' TYP. w. SECTION A-A DETAIL REFERENCE: ST602 r PROJECT %MA- SHEET - 5 OF r SUBJECT DESIGNED CHECKED r r r r r r r r r r r r r r WE OUTRIGGER (SEE PLAN) DETAIL REFERENCE: 88601 f t c c j r- i r I i JOB NO. UWI-101-001 DATE: 10/12/00 ROJECT Tamarack SHEET 6 OF iUBJECT DESIGNED WLH CHECKED 997 UBC WIND PRESSURES ASIC WIND SPEED: m, XPOSURE: c .. . . . cq = k= .. .. . .. qs= 12.8 RESSURE = C.*Cq*qs*lw Cq = 1.3 FOR STRUCTURES 40' TALL Cq = 1.4 FOR STRUCTURES > 40' TALL (USE WIND PRESSURE FOR XY STRUCTURE) 997 UBC SEISMIC LOADS = [(GWR'TPW = %.On fw = [(2.5*Ca+Rw E 0.660 f,=o.ll~*l=w= 0.083 ;d.miczone: C" = ;dl Pmfik. C. = !: T= " (n): b. '1. I; I.: 'ANEL EL FRAME DEAD LOAD = 4 pef 4 pf)*(O.484) = 1.88 pef => WIND CONTROLS w w (CONTROLS) w 1.02 0.51 0.08 Vl1.4 = 0.484 UI i r I- 1 7 L r I r r i r r r r r r r : r r r r r r JOB NO. UOOI-101-001 DATE 10/12/00 PROJECT Tamarack SHEET 7 OF SUBJECT DESIGNED WLH CHECKED I srh II STANDARD TUBE STEEL SCREEN WALL COLUMN DESIGN REACTIONS VdcA Raactkm (lb) = t 67s BaecMm?=nt(i?-lb)= 1 2,279 HorbahrlR&(ion(Ib)= I 883 Wo= I 116 %Ea (m = 0.m O.K. nppmx M. (in)= I 0.31 O.K(Bgladonl%m..jaPmdion) TYPICAL FRP ANGLE AT TOP AND BOTTOM OF SCREEN (STEALTHSKIN PANELS) 10,oca O.K. CONNECTION OF SCREEN (STEALTHSKIN PANELS) TO FRP ANGLE W (livn) = 66 Max.BOltSpsoing= 43.0 h. O.C. CONNECTION OF FRP ANGLE TO COLUMNSlOUTRlGGERS Rsacfion (lb) = 346.5 #of EdIa Raq. = 1 .o r JOB NO. &/-/d/-m/ DATE /@z/- r r I r r r r f PROJECT 7Zi~a SHEET g OF SUBJECT DESIGNED L@ CHECKED .... ~ ............ - ..................... .......... .,.. - ,.,. . ,, .," ,,,,, ,,, ,. ,," ". ," ., ., .. -7- ? .p. ... ,W%l 5.k , L%*3?c ,, ,. . . ,. ... .. ,. ., .... R ... IY' p= &@IF CM') &.=: YGZ ib ' I ,., ,."flH. z.:. .YS?,~!!.37Q ....... ." ............... ....................... .......I. .I ............... '~t~~ =, j.iu ;n) ,. ... ., - 7-3 ax3r v, Cs= wchq ., + o.cr. .,, .,. .I '. ,, . .. , .. ,, . ,. , ,,, , , . , .. , . , ............................................ ~ .................................................. ., '. . ............. ,, .... , Be-fbG ,, .. *&+. 'y(;L 16 , ,. , .. , , van = &/@&)'+*3 h=, 100 16. , I .. ........................ ............ ... ...... ..... ,- .... I, ,. ,. .. ,. . ,. .. , , . , . . , ,, ,, , , ",, .. ..... . , ,.. ............................. ., ,, , .. . ,,, ................................................. ,., ,I, (I ,.. ,, ,. ,. I, , ,.. >. . ............ , ,., ,, . ,.. , , , . ,,. . , , , ...... ", ....................................................... .., .. ., .. ... ....... .,, .. ............... ,I ,, UTAH 51 West 9000 South Sandy, UT 84070 801 1565-8580 FAX 801 I 565-9340 NEVADA 3035 Eost Potrick Lane, Suite 9 Las Vegos, NV 891 20 702 / 798-7978 FAX 702 1 451 -2296 r JOB NO. UWI-101-001 DATE: 10112/00 PROJECT Tamarack SHEET 9 OF SUBJECT DESIGNED WLH CHECKED WELDED CONNECl" WI FILLET WELDS TREATED AS LINES DESCRIPTION MEMBER SIZE TS 3&lN CONNECTION OF HORIZONTAL TO BASE PLATE b OT r (in) = -(inA2) = 12.00 d (in) = q,-(id2)= 12.00 Lwald (in) = 1- (in"3.3) = 38.00 EqlaIimI: (nctMguQr gw) cfor Torque (in) = Straglncnose: FORCES ON WELD GROUP AXIAL (Ib) = SHEARw (lb) = SHEARn (lb) = MOMENTw (ft-lb) = MOMENT= (ft-lb) = TORQUE (ft-lh) = vu (Wn) = 44 Dm. 0.0 ekbennm vM (Wn) = v,, (Wn) = v- (IMn) = v- (Wm) = v- (Iblll) = v- (IMn) = -&I$ 41.87 0.00 12.50 0.00 0.00 0.00 r r c r r r r r r r r r r r r r r r I r 1 LR. NELSON CONSULTINO ENQINEERS 51 WEST 9000 SOUTH SUITE 2 SANDY, UT 84070 (801) 665-6580 umi-ioim. Tltle : Tamarack Dagnr: WLH 0.tC: Dcrrlption: e-. Sm?T /o M/O ~ SllR. (801) 585 9340 fax R." 51- UmaamasO W6I 3 2M.rloDo W ID) 4- MRUV. c hlhbmlrt. bIWt-fD1~l~~kem-c Steel Column Base Plate Description Base plate for horizontals License Detail wysiwyg://3/http://www2.cslb.ca.gov ... ibrary/CSLB+B~ok/License+Detail,DML CALCORW COWIWCTORS STATE LICENIUE BOARD License Detail Contractor License # 719304 I DISCLAIMER ~ ~~ ~~ A license SUNS check provides information taken from the CSLB license dam base. Before relying on this information, you should be aware of the following limitations: CSLB is prohibited by law from disclosing complaints until they are refmd for legal action. Per B&P 7071.1 7, only construction related civil judgments known to the CSLB are disclosed. Arbibations are not listed unless the conbactor fails to comply with the term of the arbitration. Due to workload, then may bs relevant information that has not yet been entered onto the Board's license data base. I Extract Date: April 27,2001 * * * BUSINESS INFORMATION * * * JITNEY COMPANY INC 1057 EAST IMPERIAL HIGHWAY #605 PLACENTIA, CA 92670 Business Phone Number: (714) 528-8813 Entity: Corporation Issue Date: 02/26/1996 Expire Date: 02/28/2002 * * * LICENSE STATUS * * * This license is current and active. All information below should be reviewed. * * * CLASSIFICATIONS * * * A GENERAL ENGINEERING CONTRACTOR B GENERAL BUILDING CONTRACTOR C10 ELECTRICAL, * * * CERTIFICATIONS * * * HIC HOME IMPROVEMENT CERTIFICATION * * * CONTRACTOR BONDING INFORMATION * * * This license has bond number 9006398 in the amount of $7.500 with the bondine comDanv AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 02/14/2000 * * * WORKERS COMPENSATION INFORMATION * * * This license has workers compensation insurance with the FREMONT COMPENSATION INSURANCE COMPANY. Policy Number: WN0076036003 Effective Date: 08/15/2000 Expire Date: 08/15/2001 I of2 4/27/2001 320 PM -- I-