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HomeMy WebLinkAbout042-070-197Building co solation 30 day 042-070-1974-:34B,P,E,M CHICO MASONIC FAMILYrCENTER CONT: SLATER & SONS ZINC 1110 W. EAST AVE . , CHICO � ,,/ a/�- NEW MASONIC HALL / _q42 -07(V=197 �.,,r 4-0135B,P,E CHICO MASAIC FAMIj�; �CL:ITER�,i►�jw��� CONT: SLATER & SOH ,. I,i.,. , 1110 W. EAST AVE. ICO T T <.bnmq 042-070-197 _Yf 94-0450 MASONIC LODGE �/�,yy 111.0 W. EAST AVE." CHICO /CONT: KEENE FIRE PROTECTION,IN. FIRE SPRINKLERS/LODGE 042-070-197 PERMIT#94-1691 CHICO MASONIC FAMILY CENTER 1110 W EAST AVE., CHICO 1 / CONT:SLATER & SONS INC. FND & UNDERSLAB UTIL/MASON C ALL 042-070-197 PERMIT#94-3269 CHICO MASONIC FAMILY CENTER 1110 W•EAST AVE., CHICO CONT: HUGHES FIRE PROTECTIOy-Zs/iy ANSUL SYSTEM FOR TYPE I HOOD/COMM 042-07-0-197 #98-1854 PACIFIC BELL MOBILE SERVICE 1110 W. EAST AVE. CHICO UNKNOWNflj(J�- L. MOBILE SERVICE TOWER 042-07-0-197 00-0887 PRO -CAM WIRELESS a00A�ecl�� 1110 W. EAST AVE., CHICO MISC. WIRING FOR RADIO CABINET 042-070 m'��`, 01- 781 3 MASONIC TEMPLE 1110 W EAST AVE. CHICO ' CONT: OWNER L1NDERGP4D ELEC; CONDUIT 1 ].`X TOS, Lf -,6 0 7 I i co - t Count u to L A N D O FDep&ffi hf bf DcFv@lbs ffieift S&via6 A U T Y PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 June 30, 1992 Chico Leland Stanford Masonic Temple Association 3753 Morehead Avenue Chico, CA 95928 - CERTIFIED MAIL. t Re: Use Permit, AP 042-070-083 Gentlemen: Enclosed is your validated Use Permit No. 92-03 to allow the construction of a Masonic Lodge building as a Quasi -Public use on property zoned A-5 located at the northwest comer of Nord Avenue and East Avenue, Chico. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, B. A. Kircher Director of Planning BAK:lr Enc. cc: Department of Public Works (2) Environmental Health Department of Forestry USE PERMIT June 30, 1992 BUTTE COUNTY PLANNING COMMISSION Pursuant to the special conditio hereby granted allow, .the const zoned A-5 locat approved subjec DATE: (Certified Mail Rec.) 92-03 PERMIT NO. AP 042-070-083 ASSESSOR'S PARCEL NO. .provisions of the Zoning Ordinance of the County of Butte and the Ls set forth below: Chico Leland Stanford Masonic Temple Assoc. is L Use Permit in accordance with application filed: February 24, 1992 to action .of a Masonic Lodge building as a Quasi -Public use on property-. 4 at the northwest comer of Nord_. Avenue and East_ Avenue, CHico, was t to the following conditions. :l. Failure t'o _ .comply with the conditions specified herein as the basis 'for. . approval j!of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year1� of the date of receipt of the countersigned permit by the Perm_ ittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The term's and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assi ig of the Permittee. SPECIAL CONDI ITIONS: 1. Outdoor activities shall not commence before 7 a.m. nor continue past 9:30 p.m. No amplified music shall be allowed outdoor. 2. Outdoor lighting, if installed, shall be shielded or directed away from neighboring residential uses. 3. Meet the requirements of Section 24-33 of the Butte County Code regarding g g parking. i 4. Meet the requirements of the Butte County Department of Public Works including i ^r it the installation frontage improvements to urban standards and a permanent solution to drainage. 5. Meet the requirements of the Butte County Environmental Health Department. 6. Where possible, retain, maintain, and incorporate existing mature trees into the landscaping. 7. Install a 5 ft. to 6 ft. high solid board fence along the westerly property line at such time the adjacent parcel further divides. it 8. At the time of building permit application, pay all impact fees applicable to the Chico Urban Area including traffic and recreation fees. 9. the property owner shall participate in drainage and sewer assessment districts formed to meet the requirements of the Bell -Muir. EIR- and hook up to said facilities when available. 10. Provide a 100 ft. building setback on the' -north and- west .property lines. .i; 11. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby, declare under penalty of perjury. that I have read the foregoing conditions, that ithey are in fact the conditions which were imposed upon the granting of this use permit,;; and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. +I Butte County Planning Commission Chairman CC: Department of Public Works (2) Health Department Department of Forestry � t 4 042-0707ta'01-1873 MASONIC TEMPLE , 1110 W EAST AVE. CHICO CONT: OWNER ' 4 UNDERGND ELEC. CONDUIT I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -' BUILDING DIVISION 7 County'Center Drive • Oroville, California 95965 • Telephone (530) 538-75, MIT n10. (Rev. 12/96) 1q ,7 APPLICATION AND PERMIT ,/ ASSESSORP 4ZONING r +� BUILDING PERMIT OWNER SO. FT. OCC. BUILDING VALUATION . OWNERS MAIU ADO S t ` CONTRALTO •S E TE HONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT RENGINEER Nrl ' 1' or 4:50EERS LICENSE NO.- Filing Fee $ 20•00 Permit Fee $ ARCHIT No AD ss ti ✓ t Q Plan Checking Fee $ BUILDING ADDRESS IF 1 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installati n �/ Other ❑ Describe Work: '(� ^ ^ ( Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I WF Q2O.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law Jor the following reason: I 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers'—Cooling compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO I 46.00so NEW CONST, OWEWNO OCCUP. S° W: U OR ADONS. ( a ACC. BLOS. 3.5¢FT. NONN•RE°SID.' MULTI.OUTLET Q7,5O 8 OUTLET OWER APPARATUS CIR. 20 �'•0° Ex. Occup. OUTLET ORFaruREs BAL p Ex. Occup.pFlg R� OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEI= $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 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 workers' compensation laws of California, and agree that if I should become subject to the o kers' compensation provisions of section 3700 of the Labor Code, I shall fo- with comply ith those provisio <! X - /I Date Z-7` 12 ! _ Signature of Applicant -` Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition. or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE 44 7 0"'❑ TOTAL FEE $ :.Al. p. FEES IMP I FLOOD I CDF I PARCEL PO HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. "% -1'""]1 By `--^� Dateol I Of � // (( PERMIT EXPIRES ON I ' 2 l' o ate Receipt No. WHITE•D.D.S.• .D. CA ARY•ASSES OR NK -INSPECTOR GOLDENROD•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 MIT NO. 41 '(Rev.12/96) APPLICATION AND PERMIT ® ASSESS!"t '1f ZONING BU I LDI NG P ER M IT OWNER So ✓1 t �� � I SO. FT. OCC. BUILDING VALUATION .OWNERS MAIIDR S CONTRACTO 'S E TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ r ARCHITECT NE f_ea 1`G- � I �' 1� UCENSENO. ® Z Filing Fee $ 20.00 Permit Fee $ ARCHR E GI 5 NG ADIR SS,I ` Plan Checking Fee $ BUILDING ADDRESS L Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition 11Remodel ❑ Utilities ❑ Installs' Other ❑ Describe Work: g r Q t, � ( C.. CC) nij Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT ng Fee 20.00 R LESS "OOVMain Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f r the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the wo kers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply th ose provisio T X - Date ` / Signiffured Appli nt --- Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service PGOA TO 1000A 46.00 F97.50 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BIDS. 3.5¢x; Np co',T. MULTI.OUTLET APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDMRES 20@'•00 BAL Q .SO FlXEO APPLNS. OR Ex. Occup.. ouTLETS RESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE pp TOTAL FEE $ Z4 7 HAZ. D. FEES IMP FLOOD CDP I PARCEL I PD I HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By L Dat14 e �' �/ PERMIT EXPIRES ON -�1 0 Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I f OWNER -BUILDER ;VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature Please complete and reun this information at your earliest opportunity to avoid unnecessary dela; in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally plan to provide :the for labor and materials for construction of the proposed property ' vement :YESNO 0 '2. I HAVE ®" HAVE NOT O signed an application for a building permit for the proposed work. 3. I have contracted with the following person.(firm) to.pmvio the.proposed construction: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work'but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SOCIAL SECURITY NUMBER: � ' - DATE: D�% o� % P� NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits aro not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have'a b»siness license from the city or county. They are also required by law to put their license number on all permits for which they apply. Ifyod plait to dojrour own'work, with die ezceptioa of various trades that you plan to subcontract you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (incl"inikerials and other costs) is S300 or mon for the entire.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. . ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, IMa el C. Vi ira, C.B.O. ger, Building Inspection NOTE. This Owner -Builder Information Is required by Section 19830 of dre CaWornla Heath andSafety Codes OVER X % S Way* COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES. BUILDIN ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530 38-754 (Rev. 12/96) APPLICATION AND PERMIT (, 1 ASSESSOR PARCELNUId¢G(i _ O O w \ Il 9 V ZONING BUILD Mt -T OWNER TELEPHONE 8 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING S �� . V-[ CONTRACTOR'S E LEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS © , _ ^ 'Vr{`J Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTF,qCTURE SF ❑ Duplex ❑ Mobilehome X Other sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities,0 Installation ❑ Other ❑ N L. nuAt, Describe Work: 1 �� �� ,C/1 r /�• Rooco Gas piping system t - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service OO.A OR LESS zoos OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. / \ (_ 1 S / License Class � Lic. No. ��`000 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. so 3.5¢xONS' rgµR.IDT MULTI.OU CU @7.50 POWER APPARATUS 8 SINGLE OUTLkT CIR. Ex. Occup. OUTLET OR FIXTURES 20 00 BAL @ .50 Ex. Occup. OFIxc ETSR ooEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S + WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier a d policy number are: Carrier -MM coat/ _t Fw•. y MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number C, C) a— 7-2 (,S— 99 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance ($10ce of the work for which this permit is issued, I shall N P p not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provi ions of section 3700 of the Labor Code, I shall forthw' ly with those visions. X Date Signature Applicant - ❑ Owner tractor ❑ Age t An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ �� �T T TAL FEE $ 3 ,b� HAZ. D.[E je IMP I FLOOD CDF PARCEL PD HD IqSUE. This permit is hereby issued under of the Butte County Code and/or indicated bove for which fees have By// PERMIT EXPIRES ON LJ (- the applicable provisions Resolutions to do work been paid. L ,^ ate '7 De to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 042-07-0-197 00-0887 ° ! PRO-CAM WIRELESS 11'10 W. EAST AVE., CMCO .r^NIISC. WIRING FOR RADIO CABINET COUNTY OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT r, hD,0n::? ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER ' n t• TELE°HONE C SO. FT. OCC. BUILDING VALUATION OWNERS MAILING KESS y -�-- 1 (� V6 �� I CONTRACTOR'S NAM TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS r-• Total Valuation b ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS ++ALw Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE rr r r SF ❑ Duplex ❑ Mobilehome Other l >tll ;, �i�,-i� -SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ k - � � Describe Work: %1 A,(— u� Vu-r\fdL,oukICJ j.,r /h�� �•l� Gas piping system 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".A oA v ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class IL E r (�I \ c� OWNER -BUILDER DECLARATION I hereby affirm ynder penalty of perjury,tFiat I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier 5TtIl f, e^f, 1 , /I Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADONIS.( a ACC. BLDCS 3.5QFT. NN10p-pE0SID. MULTI -OUTLET 97.50 PO APPARATUS a SMGLE ourLET CSI R. Ex. Occup. OVTLET OR FIXTURES BAS @':50 Ds AE D.1 EA 5.00 Ex. Occu . .=D Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring +__23.00 PERMIT FEE S,1) MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ _r Policy Number /— 7 fir+ 7 f Y A1) (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the Wworkers' compensation provisions of section 3700 of the Labor Code, I shall forthwith. comply with those `visions. X r X % Date ISS Signature of Applicant - ❑ Owner htractor ❑ Age An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee b OCC co' TOTAL FEE r(� HAZ �, D IMP E �, FLOOD r... CDF PARCEL _,, PO HO ISSUE 16, This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been aid. A n By Jf 4 41 �_ (�_L' •._�,. f /f / 111 -ate PERMIT EXPIRES ON 0'e)( -)'e -c_„''s/ Da to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ProCom WireliAs, Inc. 7909 Walerga Rd #112-188 Antelope, CA 98843 G0. 9 s4 lis - 3 377 4111111 11111.1 lilt i,l,ll,l„I,i„f.fi,,i I t1 r J L J I I/ F � L Buford, Tom From: Buford, Tom Sent: Friday, September 21, 2001 12:01 PM To: Pereira, Susan Cc: Meleka, M.A.; Vieira, Mike Subject: RE: Masonic Family Center Susan: The Building Division received and application for, and issued, a permit for' Underground Electrical Conduit" at this site. The permit was issued on July 27, 2001. I have been attempting to track down the other actions taken by the Department. Apparently Planning was consulted, and Building was advised that the Use Permit does not allow for outdoor amplified music. Plans submitted by the Masonic Temple show an outdoor platform, and perhaps other,outdoor improvements apparently involving outdoor music. No code enforcement activity is occurring at the moment. We will supply a copy of the use permit ((#92-03) I do not have other information at present. I am prepared to send a letter on Monday to the Masonic Temple to advise them of our concerns. Do you have any additional information that might help us? Thanks. Tom -----Original Message ----- From: Pereira, Susan Sent: Thursday, September 20, 2001 12:11 PM To: Buford, Tom Subject: Masonic Family Center Tom, We have been receive calls about the Masonic Family Center and their (apparent) plans to expand and have outdoor facilities including a stage and sound system. Jane asked me to get the following information. I don't necessarily expect you to do all this for me. Just a name and number of who to talk with in Planning/Building Thanks, Susan What exactly is going on with the Masonic Family Center? Is there a code enforcement action regarding the installation of an outdoor stage? What does the existing Use Permit allow the Masons to do? May we have a copy of the existing, approved Use Permit? May we please have a copy of any correspondence that Planning or Building sent to the Masons or received about this facility? Buford, Tom From: Pereira., Susan Sent: Thursday, September 20, 2001 12:11 PM To: Buford, Tom Subject: Masonic Family Center Tom, We have been receive calls about the Masonic Family Center and their (apparent) plans to expand and have outdoor facilities including a stage and sound system. Jane asked me to get the following information. I don't necessarily expect you to do all this for me. Just a name and number of who to talk with in Planning/Building Thanks, , Susan What exactly is going on with the Masonic Family Center? Is there a code enforcement action regarding the installation of an outdoor stage? What does the existing Use Permit allow the'Masons to do? May we have a copy of the existing, approved Use Permit? May we please have a copy of any correspondence that Planning or Building sent to the Masons or received about this facility? t J U 1 MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings t 4yL i! e } C MMERCIAL 042-07-0-197 #98-1854 PACIFIC BELL MOBILE SERVICE 1110 W. EAST AVE. CHICO UNKNOWN MOBILE SERVICE TOWER OFFICE COPY Address _ / /� L , � f • ,SCT_ '� -- -e— GAS GAS Meter By _ Date_ ELECTRIC Meter By Date V = OK O=Not OK = Not ApplicableCOMMERCIAL =Not Ready , r Date UNDE J.,OOR Plans OK except #'s Date FRAMING (Continued) 1. o ng-Setbacks-Easements-Flood-Slope-Soil Report 46. Hangers-Post Caps-Anchors-Connectors , Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice old Downs-Bolts-Straps-Embedment-Hair Pins 48. Firewall- Doo rs-Area-Occp.-Prop. 4. Concrete-PSI-Cert-SP. insp.-Loc. 49. Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu-Lam cert.-Placement-Support ei_N. Steel-Grade-Placement 51. Steel Buildings-Purlin-Girders 7#091ab; Steil"Wrapped-wire Mesh 52. Property Line Firewall & Openings 8. Piers-Steel 53. Ext. Doors-Handicap Access 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 54. Stairs; Width-Headroom-Rise-Run-Landing-Fire Protection 10. Gas Pipe; Size-Anchors 55. plywood on Roof Overhang-Attic Vents-Rafter Outriggers 11. Water Pipe; Test-Anchor-Regulator-Service Test 56. Siding-Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh-Drip Screed-Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance-Material-Support-Ins. 58. Glazing Area-Glass Protection-Skylights-Plastic-Fire Port. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry-Rebar-Lifts 60. Insulation-Walls-Ceilings 61. Infiltration-Walls-Windows Date 'L� Card B-1 &I Date Card B-1 62. Corridors-Openings-Fire Protection-Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent-Access-Combustion Air-Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor-Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor-Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks-Floor-Grease Trap 63. Ext. Steps-Door & Sidelight Protection-Landings 20. Hand icap-W/C-Backi ng 64. Exits-Size-Number-Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents-Clearance-Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers-Placement-Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance-Ins. Protection 69. Stairs & Rails 23. Single Phase-Three Phase-Equip. Bond 70. Handicap-Door Levers-Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors-Stapled 25. Romex Installed Close to Edge of Studs & C.J. 72. Wtr. Htr.; Vents-Clearance-Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Fib., Elec. & Mech. Equip. Listed for Location 27. Wiring-901-Protected-Color Coded 74. Insulation-Foam-Looked in Attic ❑ Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction-Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door-Drainage & Wood-Earth Clearance Looked under Floor 0 Yes 30. Service-Riser Conductors & Ground-Main Disconnect 77. Stucco; Brown-Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle-Underground Date Card B-1 Date Card B-1 82. Off Site-Parking-Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test-Meters Tagged; Gas-Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected-C/O to Grade-HD Approval 36. Furnance-Vent; Access-Comb. Air-Return Air Vent-115 outlet 87. Energy Compliance Certificate-Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate-Fire Rating 38. Fj.V.A.C.-Ve6tilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors-Hold Downs 41. Walls Studs-Nailing, Spacing & Bracing-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings-Stairs-Chases 45. Headers & Beam-Size & Bearing-Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) :r- — COUNTY OF BUTTE, DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 17 County Center Drive Oroville, Caiifiornia' 95965 • Telephone (530) 538-754MIT (Rev. 12/96) ' APPLICATION AND PERMIT qs f ASSESSOR PARCEL NUMBER 049-07-0-197 ZONING BUILDING PERMIT OWNER PACIFIC BEII MORILE SERVICE 916 TELEPHONE �61-ADA2 SO. FT. OCC. BUILDING VALUATION 30,000 . OWNER'S MAILING ADDRESS 3851 FREEWAY, SACT CA Q-58-31, -0 CONTRACTOR'S NAME Tgn TELEPHONE CONTRACTORS MAILING ADDRESS CONSTTON LENDER Fireplace LENDER'&WUUNG ADDRESS 1V Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER &W ADDRESS P 0 BOX 4999 AUBURN CA 95604 Plan Checking Fee $ BLIILOIN1110SW EAST AVE, CHICO Energy Plan Checking Fee $ ' $ PERMIT FEE $ 489.40 LAT NO. SUBDN610N5 NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TOWER SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New J0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MOBILE SERVICE TOWER Gas piping system 1 - 5 outlets 15.00 Building sewer ' 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'OA oR LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ulI force and effect./ License Class Lic. NO. 6c,' � 00! OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workerk' compensation insur ce carn r end policy number are: Carrier "( 6�- Main Service 200A To 1000A 46.00NEW CONST. DWEWNG OCCUP. So OR ADDNS. ( a ACC. BLDS. 3.50FT: pEOSIDT. MULTI.OUTLET 97,50 POWEPUS 8 SINGLE R AOUTLETPARATCIR. Ex. Occup. our Er OR FIXTURES 20 @''0° SAL p so Ex. Occup. our rs R D°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Numb r 17 C27 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith Cory, y with thos rovisions. t ��/�� �ry X Date ��"" na ure of ppli - Owner Contractor ❑ Agent An OSHA permit' required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ " Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 532.40 HAZ. D. FEES IMP FLOOD CDF PARC PD HD I�SU� V This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which ave been paid. By at 9 PERMIT EXPIRES ON / ale Receip2ift- WHITE-D.D.S.-B.D. CANARY -ASSESSOR P K -I SP CT GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA '(530) 891-2751 7 County Center Drive 9 Oroville, CA & (530) 538-7541 CORRECTION NOTICE ICE r OWNER PERMIT NO. r't All A routine 'inspection indicates that the following violations of butt, county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. X07 fl Date /C-Itte— �/ car "I.- .,. Inspector REV 10/92 C0�3N�Y OF BUTTE :-,PARTMENT OF DE,,_V,gPMENT SERVICES - BUILDING DIVISION 7 COUNTCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET I OWNER: ASSESSOR P:or- 1 CEL ER: o Proposed Building Use: Lvs �1.. _— Building InspecDate: At time of permit application, was advised the following data must be submitted prior to permit roc sling and/or issuance: "- 4. f Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the prdparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ -D'O. Fees of $ tet-% . 0------------------------------------------------------------------------------------- 1111. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees--------------- Flood elevation certificate. --------------------------------------------- Sanitation and plot plan approval Health Department. ❑ 1 .City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the Cit of Biggs. ---------------------- - T Planning approval for (A) Use:.QK A-5 �(Bn) Parking: N - ,����. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 111.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on �l 1.or's license information. (Number, Name Style, Classification). ----------------------=------------- CV22"2. Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 04 3 , ❑Qr•ant Deed, ❑ M.H. Ti e, ❑ Check to H.C.D $ . --------------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to,contractok ❑Telephone �pp� — ��� and hold for pickup at ❑Deliver with inspector. (Date) - r Applicant: f Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above it numbered o 11 Plan Check List 2. Additional items required: Contractor, designer, owner, was ad&ed of a a5ove PWhred4lata fy 02<phonk,19mail, ❑ uilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail,❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, 13 mail , ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ B " 'n� Division counter, by Date: Plans reviewed by: Date: Plans approved by:g&go Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: 4f Date: Yellow Copy - Department of Development Services, Building Division COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, dalifornia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER DDNNG BUILDING PERMIT OWNER t ,Ms` TELEP"ONE alb bTb4 l SO. FT. OCC. BUILDING VALUATION OWNERS MALINO ADDRESS `Os' ( ^ CONTRACTORS NAME TELEP►gNE CONTRACTORS MAl1NO ADDRESS CONSTRUCTION LENDER LENDER'S MNLINO ADDRESS PSA l'� Fire lace Total Valuation S ARCNrrecT OR ENaNa:ER LxENse NO. -ti-- Filin Fee $ 20.00 ARC #TECT OR 04ONE3T'S MAl1NG ADDRESS A Permit Fee S 0 3�Y 49q VL Lgjwl �i/, Plan CheckingFee S eULDWO ADDRESS I � l 0 iLC� - �-S'r F' Ener Plan Checking Fee 9Y 9 S b 26 PERMIT FEE $ LOT NO. SUBONNSKMSU ME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 svec� Each gas water heater or vent 15.00 TYPE OF WORK Gas i in stem 1 - 5 outlets pg 15.00 New 13 Addition ❑ Remodel ❑ Utilities installation (3 Other O sewer 15.00 Describe Work: �/(� X-(/ ��i>>-�� Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service =oo= 23.00 2 , LICENSED CONTRACTOR'S DECLARATION Service 200A TO tOO°A 48.00 I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter NEW OR AODNS. DW =. =P. 3.50FST. 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I0"'E8 D.' MULTI -OUTLET @7.50 i and my license is in full force and effect License Class Lk:. No. + sNLiLE otmEr CTR OWNER -BUILDER DECLARATION A Ex. Occup. OUTLET OR RMAW SATLL 0 �:w I herebyaffirm under ens of perjury that I em exempt from the Contractors license penalty Pe I rY P Ex. Occup. I�QiDAPPU* OR oLrnErs EsiO. Ew 5.00 Law for the following reason: Temporary Service 23.00 ❑ 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. Mobile Home Facilities 20.00 ❑ I, as owner of the property, am exclusively contracting with licensed contractors Misc. Wiring 23.00 to construct the project ❑ Iam xempt under Sec. , Business and Professions Code for this reason PERMIT FEE _ �Q7 WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 1 hereby affirm under penalty of perjury one of the following declarations: Heating ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the Cooling performance of the work for which this peRnit is issued. Hood 6.50 ❑ 1 have and will maintain workers' compensation Insurance, as required by Section Ventilation 3700 of the Labor Code, for the performance of work for whish this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier PERMIT FEt i Policy Number Mobile Home Installation Fee $ (The above sections need not be completed 9 the permit is for work of a valuation $ of one hundred dollars ($100) or less.) Energy Inspection Fee 131 certify that in the performance of the work for whish this permit is Issued, I shall occ CONST. TYPE TOTAL FEE _ a not employ any person In any manner so as to become subject to workers' T compensation laws of California, and agree that if I should become subject to the ,1112 DFEES SLP FLmO COF PARCEL Po ND sstrE workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over SO' deep and demolition or construction of structures over 3 stories In fight By Date rFReceiptNo. PERMIT EXPIRES ON HITE-D.D.S.- .D. CANARY -ASSESSOR V PINK -INSPECTOR GOLDENROD -APPLICANT No SEP -17-98 THU 12:04 Env Health—Chico 5308956512 P.01 . �,� ...�"'r ...i• •' ;P� M't�'_VI—`M.� r...�.,Ty+: v .. R... ,���r. R., :.. ,., r * ' ".r � t "",• •r rrr�•. • ►a..j•.,. N., v.y�l "fin USE ONLY Put Plan Atwhsd Roar Plan A 94to D.P. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Pe�j, M&Iarocc-s o 6), Zslke, Owner ocation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for , oliigp. Other rywe a andgg1,,/lt.y Hold, final „for: Final •cle rente O.K. for: = NOE: r - N. CONC. PAD WITH 5'-0" EXIST. CONC. m,T 12" O.C. EACH WAY , a8 TYP. (UON) ABLE TRAY AND CONC. PADS ZED 6' SPANS N Lo as NEW CONC. PAD 35.00' NEW CHAIN LINK FENCE 0 P r ''y U ' i RAISED TELCO PANEL SEE SKEET E- t = F Jill CUNIT w "3TmE SCS UN I OD -- .. •�� IN - "' C NEW GATE 4' F FUTURE 2' DIA. a. MICROWAVE DISH T e-"' AT 127' AGL SEP -17-98 THU 12:05 Env Health -Chico 5308956512 4 P.N. 42-070-01 / PROPOSED LEASE AREA SEE PRA GEMEN REA I- ENS ro �WALNUT PROP. UTIL., ESMT. F �F A.P.N. 42-070-196 d\ P.03 KK 17'x SCALE 1" 100, A.P.N, 42--070-39 30 -WALNUT GR EL. 164.7 \TOP EL. 222.1 'WALNU 40R EL. 164, ;� TOP EL. 222. A.P. , 042-070 97 EXIST. BLDG. L'''T. XFMR. CE) 'ROX• LOC... ELECT(E) �P Pte' ,` 0 TELCO VAULT / �S PROP. 5' UTiL. ESMT. APPR0X. LOC, U.G. TELCO (E) O.H. ELECT. (E) � p 'p 00 2010 300 �II I'. tteCoun L A N D O F N A T U R A L W E A L T H A N D B E A U T Y Ii it BUILDING DIVISION Ih DEPARTMENT OF DEVELOPMENT SERVICES �11I 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 t TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 it Date. August 21, 1998 h, Permit Applicant. Pacific Bell Mobile Service Permit Number. 98-1854 l 3851 N. Freeway Blvd., Assessor Parcel #: 042-070-197 11 Sacramento, CA 95834 i. it With reference to the above subject, attached is: it [X] Plan Check List ii [ ] Red Marked Calculations 'E [ ] Red Marked Plans [ ] Other i+ Action Required: !! �I as [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required II [ ] Return All Original Materials and Revised Plans to the Building Department i [ ] Other I Should you have any questions, please contact this office at the address or phone number listed above. !i Sincerely, N +` Michael Mooney u i i i i. Date: August 21, 1998 Permit Applicant. The above information Pacific Bell SA -534-01 Pacific Bell Mobile Service 3851 N. Freeway Blvd., Sacramento, CA 95834 s Permit Number. 98-1854 Assessor Parcel #: 042-070-197 �ed building plans were received by this office. Provide additional make revisions to plans, specifications and calculations as follows: S-3 - Anchor,IBolts - is it your intention that the anchor bolts engage the rebar mat at the bottom of the footing? If so please note on plans. Plans show a11mat footing. Geotechnical report does not give values for mat foundation. Where does the soil bearing value of 1500 psf come from? G� IfY ou are us]' Mat foundati thick. Please a pier footing, please detail steel. calculations call for a mat thickness of 1.5 feet, but foundation is 4 feet vkqh POA I UIWWA If you wish to discuis any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 PM., Monday through Friday. Michael Mooney 'A ✓ if `IIIN ■ cyl BROWN & MILLS. INC. GEOTECHNICAL AND ENVIR014MENTAL CONSULTANTS = CONSTRUCTION MATERIALS TESTING October 28, 1998 BMI Project No. 98S-501 , Mr. Vance Shannon Pacific Bell Mobile Services 3851 North Freeway Boulevard Sacramento, California 95834 Subject: Report of High Strength Bolt Inspection Telecommunications Facility Highway 99 & Wilson Landing, Site No. SA -534-01 1110 W. East Avenue Butte County, California Permit No. 98-1854 Dear Mr. Shannon: This letter presents the results 'of our inspection services performed for the subject project. Our services included observation of high strength bolts used for tower connections and preparation of this letter. Field Observations Steel anchor bolts for a concrete tower foundation were observed by Brown & Mills on October 2, 1998, during tower foundation construction. Anchor bolts used to secure the tower to the foundation visually appeared to meet project material requirements (with respect to grade and size), and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. On October 27, 1998, our field representative visually observed nuts used to secure the tower base plate to the anchor bolts, as well as the bolted connections used to secure tower sections. All bolts and nuts observed were in accordance with those specified on the project plans. Bolts and nuts appeared to be tightened to a snug -tight condition, as specified in the plans. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications as well as applicable Uniform Building Code requirements. I 9940 Business Park Drive. Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 October 28, 1998 BMI Project No. 98S-501 Limitations Inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as they existed in the site area at the time our services were rendered. No . warranty is either expressed or implied. We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. Sincerely, QPpFESS/0, k� �S H B 'Y Brown & Mills, Inc. �oi� syn cc: UCCI I rwavu = ■� BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS = CONSTRUCTION MATERIALS TESTING October 16, 1998 BMI Project No. 98S-501 Mr. Vance Shannon Pacific Bell Mobile Services 3851 North Freeway Boulevard Sacramento, California 95834 Subject: Report of Special Inspection and Testing Telecommunications Facility Highway 99 & Wilson Landing, Site No. SA -534-01 1110 W. East Avenue Butte County, California Permit`No. 98=1854 Dear Mr. Shannon: RECEIVED OCT 2 0 1998 BUTTE COUNTY BUILDING DIVISION This letter presents the results of our inspection and testing services performed for the subject project. Our services included .field observation of a tower foundation excavation, inspection of tower foundation reinforcing steel, sampling and strength testing of tower foundation concrete, and preparation of this letter. Plans and Specifications Plans and specifications for the tower foundation were prepared by LeBlanc and were dated August 11, 1998. These documents were reviewed at the site by our personnel. Field Observations Our field representative observed the excavation for a cast -in-place concrete tower mat foundation on October 2, 1998. The tower foundation excavation dimensions (i.e., depth and width) were in accordance with project plans. Steel reinforcing and anchor bolts for the tower foundation were observed by our representative prior to concrete placement. Steel bar grade, size, spacing, lap length, and clearance (with , respect to the excavation) were in general accordance with the project plans and specifications. Anchor bolts used to secure the tower to the foundation also met project material requirements, and were set with the reinforcing steel prior to concrete placement to achieve the necessary embedment depth. BUTTE WUNW, WN.DM DEPARTME'ri ' 1 . rn� , APPFIOVED V_ \ 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 ,.•z October 16, 1998 BMI Project No. 98S-501 Concrete used for the tower mat foundation was cast into the excavation on October 2, 1998. Concrete was consolidated using a stinger -type vibrator throughout the entire depth and width of the foundation. Concrete used for the tower mat foundation was sampled and tested in the field; results of field measurements and laboratory strength tests are attached. Conclusions To the best of our knowledge, work described above was performed in accordance with plans and specifications, as well as applicable Uniform Building Code requirements. Limitations Testing and inspection services provided by Brown and Mills for this project were performed in substantial accordance with generally accepted practices as they existed in the site area at the time our services were rendered. No warranty is either,expressed or implied. We appreciate the opportunity of providing our services for this project. If you have any questions regarding this letter or need further information, please contact the undersigned. Sincerely, Brown & Mills, Inc. R. Keith Brown,'P.E. Principal Attachment: Concrete Compression Test Results (1 page) cc: Butte County Building Department UCCI ii !'7m MEM 0i Date of Report ► 10/13/98 COMPRESSION TEST RESULTS BMI Project No. ► 98S-501 PROJECTDATA PROJECT Telecommunications Facility CLIENT Pacific Bell Mobile Services Hwy. 99 & Wilson Landing, 3851 North Freeway Boulevard Site No. SA -534-01 Sacramento, California 95834 Butte County, California SAMPLEDATA Material ► Concrete Mix No. ► 536037 Supplier ► A & A Concrete Supply Cement (sk./c.y.) ► 6 Max. Size (in.) ► 1 Admixture ► N/A Location ► Tower mat foundation Spec. Strength ► 3,000 psi @ 28 days (psi) Measured Specified Date Sampled, ► 10/2/98 Time ► 12:25 pm Slump (inches) ► 5 N/P Sampled by ► Doug Bow Air Temp. (F) ► 65 N/P Ticket/Load/ ► '1610782/1/948 Mix Temp. (F) ► 74 N/P Truck No. Date Received ► 10/3/98 Air Content (%) ► N/A N/P N/A: Not applicable N/P: Information not provided to Brown & Mills LABORATORY DATA Sample I.D. No. ► 1A. 1B Date Tested ► 10/13/98 10/13/98 Age (days) ► 11 11 Dimensions ► 6x12 6x12 '(inches) X -Sect. Area ► 28.37 28.27 (sq. in.) Ultimate Load ►- 94,950 90,800 (pounds) Compressive ► 3,350 3,210 Strength (psi) Remarks ► Submitted by: Brown & Mills, Inc. Copies To ► R. Keith Town Principal BROWN & MILLS, INC. V N = 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362.5541 PAX(5161362-3404 t •h A INVESTIGATION REPORT PROPOSE® TELECOMMUNICATIONS FACILITY HWY. 99 & WILSONLANDING, SITE NO. SA -534-1 1110 W. EAST AVENUE CICO, CALIFORNIA prepared by: o . � BROWN & MILLS, INC. - GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONSTRUCTION MATERIALS TESTING BROWN & MILLS, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONSTRUCTION MATERIALS TESTING ' July 7, 1998 BMl Project No. 98S-291 ' Mr. Vance Shannon •- Pacific Bell Mobile Services ' 3851 North Freeway Boulevard Sacramento, California 95834— Subject: 5834W Subject: Geotechnical Investigation ' Proposed Telecommunications Facility Hwy. 99 & Wilson Landing, Site'No. SA -534-01 1110 W. East Avenue " ' Chico, California 1 Dear Mr. Shannon: Brown & Mills is pleased to present the attached geotechnical investigation report for a proposed ' telecommunications facility to be located at 1110 W. East Avenue in Chico, California. Based on the results of our investigation, it is our professional opinion each leg of the proposed steel, 3 -legged lattice telecommunications tower may be supported using a drilled, cast -in-place concrete pier; ' foundation support for the proposed equipment cabinets may be provided using a mat foundation (or foundations). ' Though we anticipate a conventional drilled pier foundation system may be used for support of the planned tower, it should be noted relatively loose cohesionless soils and groundwater were ' encountered during our field exploration program. The presence of groundwater (initially encountered at a depth of approximately 15 feet below existing site grade) and relatively loose cohesionless soils (encountered from near -surface to approximately 19 feet below existing site grade) ' will likely hinder the drilling operation for the proposed tower foundation piers, requiring casing, drilling fluids, or other methods to advance the excavations and maintain hole stability. ' Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following report. 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 July 7, 1998 BN H Project No. 98S-291 We appreciate the opportunity of providing our services for this project. If you have questions regarding this report or if we may be of further assistance, please contact the undersigned. /c—'..r-..e.-vim•-------;�_.. .. _.—__. Sincerely, Q�of ESS/O. Brown & Mills, Inc. H 8.0 cc: Client (4 bound copies)..__ ii TABLE OF CONTENTS tk INTRODUCTION.............................................................1 GENERAL.............................................................1 PROPOSED CONSTRUCTION ............................................ 1 SCOPEOF SERVICES ................................................... 2 FIELD INVESTIGATION....................................................... 2 SITE CONDITIONS...........................................................3 SURFACE......................................... ..................3 SUBSURFACE ........................................ ................3 CONCLUSIONS AND RECOMMENDATIONS .................................... 4 GENERAL.............................................................4 SITE PREPARATION.................................................... 4 TEMPORARY EXCAVATIONS ......................................... 5 TRENCH BACKFILL...................................................... 5 ENGINEERED FELL.....................................................6 TOWER FOUNDATIONS - DRILLED PIERS ................................ 7 EQUIPMENT CABINET FOUNDATIONS .................................. 10 SITE ACCESS ROADWAY .............................................. 11 ADDITIONAL SERVICES ... ................................................12 LIMITATIONS..............................................................12 PLATES 1 THROUGH 4 . nM� GEOTECHNICAL INVESTIGATION REPORT PROPOSED TELECOMMUNICATIONS FACILITY HWY. 99 & WILSON LANDING, SITE NO. SA -534-01 1110 W. EAST AVENUE CHICO, CALIFORNIA INTRODUCTION This report presents the results of our geotechnical investigation for a proposed telecommunications facility to be located at 1110 W. East Avenue in Chico, California. The purpose of our investigation was to explore and evaluate the subsurface conditions at the site in order to develop recommendations related to the geotechnical aspects of project design and construction. The site location relative to existing roads and topographic features is shown on Plate 1. PROPOSED CONSTRUCTION ' We understand the proposed project will involve construction of a telecommunications facility on a rectangularly -shaped site. The planned facility will include the installation of a steel, 3 -legged lattice telecommunications tower, approximately 125 feet in height, and adjacent equipment cabinets. Appurtenant construction may include underground utilities and possibly a partially -improved site ' access roadway. Plans indicating final site grades were not available at the time this report was prepared; however, as existing site topography is relatively level, we anticipate little -to -no earthwork grading will be performed for this project. Excavations for underground utilities are not anticipated to exceed about 5 feet below existing or final site grades. A plot plan indicating the proposed project area is presented on Plate 2. 1 om r ■m July 7, 1998 BM Project No. 98S-291 SCOPE OF SERVICES The scope of our services was outlined in our proposal dated June 25, 1998, and included the following: ► Exploration of the subsurface conditions at the site using one boring excavated with a truck -mounted drill rig. 0. Preparation of this report which includes: • A description of the proposed project; • A summary of our field exploration program; • A description of site surface and subsurface conditions encountered during our field investigation; and • Recommendations related to the geotechnical aspects of site preparation and engineered ' fill, temporary excavations and trench backfill, foundation design and construction, and a partially -improved site access roadway. FIELD INVESTIGATION ' Subsurface conditions at the site were explored on July 2, 1998, by drilling one boring (designated B-1) to a depth of about 45 feet below existing site grade. The boring was advanced using a Mobile B-53, truck -mounted drill rig equipped with a 4 -inch -diameter, solid -stem auger. The approximate ' location of the exploratory boring performed for this investigation is indicated on Plate 2. ' Our engineer maintained a log of the boring, visually classified the soils encountered according to the Unified Soil Classification System (see Plate 3)„and obtained relatively undisturbed samples of the subsurface materials. Soil samples were obtained from the boring with a Standard Penetration Sampler` driven 18 inches (unless otherwise noted) into undisturbed earth materials using a 140 - pound hammer falling 30 inches. After the boring was completed, it was backfilled with the drill cuttings. A log of the exploratory boring performed for this investigation is presented on Plates 4A ' and 4B. 2 ' July 7, 1998 BNII Project No. 985-291 SITE CONDITIONS ISURFACE The project site consists of a rectangularly -shaped area located at 1110 W. East Avenue in Chico, California. The site is bounded to the west and north by orchards, to the east by vacant land vegetated with grasses and trees, and to the south by a small garage (with an asphalt -concrete -paved parking and access area beyond). At the time of our field investigation, the site area was vacant of visible, past development and was vegetated with grasses. Existing topography within the immediate site area was relatively level. Near -surface earth materials encountered in the boring performed for this investigation consisted ' predominantly of very -loose -to -loose sandy silt to a depth of about 19 feet below existing site grade. Below these near -surface soils, dense -to -very -dense, weakly -to -moderately -cemented silty sand/sandy silt was encountered to the maximum depth explored (approximately 45 feet below existing site grade). Free groundwater was encountered during our field investigation at a depth of about 15 feet below ' existing site grade. However, groundwater conditions can vary depending on the season, precipitation, runoff conditions, irrigation and/or groundwater pumping practices (both on and off site), the level of nearby bodies of water, and possibly,other factors. Therefore, groundwater ' conditions presented in this report may not be representative of those which may be encountered during or subsequent to construction. ' A more detailed description of the subsurface conditions encountered during our field investigation is provided on the attached log. '� 3 ' July 7, 1998 BMI Project No. 98S-291 CONCLUSIONS AND RECOMAMNDATIONS GENERAL Based on the results of our investigation, it is our professional opinion each leg of the proposed steel, 3 -legged lattice telecommunications tower may be supported using a drilled, cast -in-place concrete pier; foundation support for the proposed equipment cabinets may be provided using a mat foundation (or foundations). Though we anticipate a conventional drilled pier foundation system may be used for. support of the planned tower, it should be noted relatively loose cohesionless soils and groundwater were encountered during our field exploration program. The presence of groundwater (initially encountered at a depth of approximately 15 feet below existing site grade) and .relatively loose cohesionless soils (encountered from near -surface to approximately 19 feet below existing site grade) will likely hinder the drilling operation for the proposed tower foundation piers, requiring casing, drilling fluids, or other methods to advance the excavations and maintain hole stability. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following sections of this report. ' SITE PREPARATION tStripping Within the area of proposed construction, any existing vegetation, organic soil, or debris should be ' stripped and disposed of off-site or outside the construction limits. Existing Utilities If abandoned, below -grade utility lines are encountered within the area of construction they should ' be removed and disposed of off-site. Existing, below -grade utility pipelines (if any) which extend beyond the limits of the proposed construction and will be abandoned in-place should be plugged with cement grout to prevent migration of soil and/or water. All excavations resulting from removal ' activities should be cleaned of all loose or disturbed material (including previously -placed backfill) prior to placing any fill or backfill. July 7, 1998 BNff Project No. 98S-291 TEMPORARY EXCAVATIONS General All excavations must comply with applicable local, state, and federal safety regulations including the current OSHA Excavation and Trench Safety Standards. Construction site safety generally is the responsibility of the contractor, who should be solely responsible for the means, methods, and sequencing of construction operations. Construction Considerations Heavy construction equipment, building materials, excavated soil, and vehicular traffic should not, be allowed within 5 feet of the top of any excavation. Where the stability of adjoining buildings, walls, or other structures is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. During wet weather, earthen berms or other methods should be used to prevent runoff water from entering all excavations. All runoff water entering the excavation(s) should be collected and disposed of outside the construction limits. Excavation Conditions Based on our experience in the site area and conditions encountered during our field exploration 1 program, we anticipate trench (and other shallow) excavations should be possible with a conven- tional backhoe (such as a Case 580 or equivalent). 1 TRENCH BACKFILL 1 Materials 1 Pipe zone backfill (i.e., material beneath and in the immediate vicinity of the pipe) should consist of on-site or imported soil and/or soil -aggregate mixtures generally less than 1 inch in maximum dimension and free of organic or other deleterious debris; trench zone backfill (i.e., material placed 1 between the pipe zone backfill and finished subgrade) may consist of on-site soil, generally less than 3 inches in maximum and free of organic or other deleterious debris. 1 If imported material is used for pipe or trench zone backfill, we recommend it consist of fine-grained sand. In general, use of coarse-grained sand and/or gravel is not recommended due to the potential for soil migration into, and water seepage along, trenches backfilled with this type of material. i - 5 ... ' July 7, 1998 BMI Project No. 98S-291 1 Recommendations provided above for pipe zone backfill are minimum requirements only. More ' stringent material specifications may be required to fulfill local codes and/or bedding requirements for specific types of pipe. We recommend the project Civil Engineer develop these material specifications based on planned pipe types, bedding conditions, and other factors beyond the scope ' of this study. Placement and Compaction Trench backfill should be uniformly moisture -conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 1557'. Within pavement areas, trench backfill should be compacted to at least 95 percent relative compaction within 12 inches of finished subgrade2. Mechanical compaction is strongly recommended; ponding or jetting should not be allowed unless specifically reviewed and approved by the project Geotechnical Engineer prior to construction. ENGINEERED FILL Materials As site topography within the area of planned improvements is relatively level, we anticipate little - to -no earthwork grading will be performed for this project. However, some fill may be required to backfill around foundations or for other purposes. If required, we recommend this material consist of on-site or imported' soil and/or soil -aggregate mixtures generally less than 3 inches in maximum dimension, nearly -free of organic or other deleterious debris, and essentially non -plastic. Typically, well -graded mixtures of gravel, sand, non -plastic silt, and small quantities of clay would be acceptable for use as engineered fill. ' This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. ' Within this report, finished subgrade refers to the top surface of undisturbed on-site soil compacted during site preparation, compacted trench backfill, and/or engineered fill. ' All imported soil and/or soil -aggregate mixtures used for engineered fill should be sampled, tested and approved by the project Geotechnical Engineer prior to being transported to the site. 6 O"M r Om July 7, 1998 BNfl Project No. 98S-291 Placement and Compaction �Ak� 00 b . Soil and/or soil -aggregate mixtures used for engineered fill should be uniformly moisture - conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. In pavement areas, engineered fill placed within 12 inches of finished subgrade should be compacted to at least 95 percent relative compaction. TOWER FOUNDATIONS - DRILLED PIERS General Due to relatively high anticipated lateral and uplift foundation loads, we recommend each leg of the planned lattice telecommunications tower be supported using a single concrete pier. In general, these piers should consist of drilled, straight -shafted holes, filled with concrete, and reinforced with steel to resist and transfer lateral and axial loads. Further, we recommend proposed piers extend to a depth of at least 20 feet below existing (and final) adjacent site grades, have a diameter of at least 2 feet, and generally not extend below a depth of about 45 feet below existing site grade (the approximate maximum depth explored during this investigation). Design parameters as well as construction recommendations for drilled, cast -in-place concrete piers are provided below. Axial Capacities Cast -in-place concrete piers constructed in accordance with recommendations provided herein may be designed to resist downward loads using an allowable end bearing pressure of 4,000 pounds per square foot psf) and a unit skin friction of 100 psf. Upward loads may be resisted using pier ea weight as well as the unit skin friction provided above. The uppermost 3 feet of the embedded portion of the piers should be neglected when evaluating the skin friction component of the axial capacities. The allowable end bearing pressure provided above is a net value; therefore, the weight of the piers may be neglected when evaluating downward capacities. Total downward capacities derived from the parameters provided above may be increased by 1/3 for short-term loading due to wind or seismic forces. 7 M" ■r■ ■ m July 7, 1998 BMI Project No. 98S-291 Estimated Settlement Total settlement of the proposed piers is estimated to be less than 3/4 -inch and should occur shortly after the initial loads are applied. Lateral Capacities ' We recommend lateral resistance and deflection of the proposed piers be evaluated using methods proposed by Broms for rigid piles'. For this method we recommend a coefficient of passive earth pressure of 2.7, a total unit weight of 110 pounds per cubic foot (pcfj, and a coefficient of horizontal ' subgrade reaction of 10 tons per cubic foot be used to evaluate lateral capacities and deflections. ' Since the aforementioned method requires information regarding the proposed piers (i.e., depths of embedment, pier diameters, pier lengths, lateral loads, and location of loading) which was not available at the time this report was prepared, we recommend the project Structural Engineer ' evaluate lateral deflections of the proposed piers (if required). Alternatively, lateral capacity may be evaluated using the "Pole Formula" given in Sections ' 1806.7.2.1 and 1806.7.2.2 of the Uniform Building Code (UBC, Volume 2, 1994 edition). For this method we recommend a lateral soil bearing pressure_of 100 pounds per square foot per foot of embedment be used for analysis. If applicable, the 100 percent increase allowed by the Code for ' isolated poles (which are not adversely affected by a %2 -inch horizontal deflection at the ground surface due to short-term lateral loads) may be used for design. To account for possible loss of subgrade support due to surface disturbance, we recommend soil located within the uppermost two feet of the embedded portion of the piers be neglected when evaluating lateral capacities and/or deflections. ' Excavation Conditions Based on the conditions encountered during our field exploration program, we anticipate excavations for the proposed piers should be possible using a large, truck -mounted drill rig equipped with a ' hydraulically -advanced, bucket auger. However, due to the presence of groundwater and relatively loose cohesionless soils, drilled excavations for the proposed tower foundation piers will likely be susceptible to caving, especially from near -surface to depths of approximately 19 feet below existing ' site grade. In our opinion, casing, drilling fluids, and/or other methods will be required to advance the excavations and maintain hole stability. ' ' Broms, Bengt B., "Lateral Resistance of Piles in Cohesionless Soils," Journal o Soil Mechanics and Foundations Division, ASCE, May, 1964. PWW 'MOM ■M July 7, 1998 BM Project No. 98S-291 Casing If casing is used, we recommend it be removed from the excavation as concrete is being placed. The. bottom of the casing should be maintained below the top of the concrete at all times during casing withdrawal and concrete placement. Further, continuous vibration or other approved methods should be used during casing withdrawal to reduce the potential for void -space formation within the concrete. Abandoning the casing in-place should not be allowed. Bottom Preparation All debris and any loose or disturbed soil should be cleaned from the pier excavations just prior to placing reinforcing steel and/or concrete. A representative from Brown & Mills should observe the pier excavations to verify that subsurface conditions are consistent with those encountered during our field investigation. Steel and Concrete Placement. Reinforcing steel and/or concrete should be placed immediately upon completion of each pier ' excavation. If water is present during concrete placement, concrete should be pumped or otherwise discharged to the bottom of the holes via a hose or tremie pipe. The end of the hose or tremie pipe must remain below the top surface of any water and/or the in-place concrete at all times. ' Additionally, concrete (used for pier construction) should be consolidated using vibratory methods over the entire length and width of each pier. In order to develop the design skin friction value provided above, concrete used for pier construction should have a slump of from 4 to 6 inches if placed in a dry shaft without temporary casing, and from 6 to 8 inches if casing and/or drilling fluids are used. The concrete mix should be designed with appropriate admixtures and/or water/cement ratios to achieve these recommended slumps. Adding water to a conventional mix to achieve the recommended slump should not be allowed. 9 July 7, 1998 BM Project No. 98S-291 EQUIPMENT CABINET FOUNDATIONS ' General Foundation support for planned equipment cabinets may be provided using a mat foundation (or foundations). All proposed mat foundations should be constructed of reinforced concrete, a minimum of 18 inches wide, embedded a minimum of 8 inches below the lowest adjacent final subgrade', and founded on undisturbed native soil and/or engineered fill. Allowable Bearing Pressure An allowable bearing pressure of 1,000_pounds ner square foot (psf) may be used for the design of proposed equipments mat foundations which possess the above minimum dimensions. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure provided herein applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. For mat foundations subject to overturning forces, the maximum edge pressure should not exceed the allowable bearing pressure. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of proposed concrete mat foundations and the underlying soil, and by passive earth pressure against the sides of the foundations. A coefficient of friction of 0.3 may be used between cast -in-place concrete foundations and the underlying soil; passive pressure available in undisturbed native soil and/or engineered fill may be taken as equivalent to the pressure exerted by a fluid weighing 250 pounds per cubic foot (ncf). To account for possible future loss of subgrade support due to surface disturbance, we recommend earth materials located within the uppermost 1/2 -foot of the embedded portion of all shallow foundations be neglected when evaluating passive pressures. Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be determined by the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. 5 Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on-site soil compacted during site preparation, and/or engineered fill. 10 MMM ■ M July 7, 1998 BM Project No. 98S-291 Construction Considerations Prior to placing steel or concrete, foundation excavations should be cleaned of all debris, loose or disturbed soil, and any water. SITE ACCESS ROADWAY General We anticipate the proposed facility may be accessed using a new, partially -improved roadway. Further, we anticipate a conventional surfacing material (such as asphalt concrete) would not be considered applicable due to cost and possibly other considerations beyond the scope of this study. Therefore, provided below are our comments regarding surfacing these areas with gravel. Note: Comments and recommendations provided below are intended to assist the project Civil Engineer in the design of a partially -improved roadway to service the site subsequent to construction. In general, we anticipate such use will involve infrequent automobile traffic. Recommendations provided below are not intended for the design of roadways to be utilize by cranes and other similar equipment during construction. If such use is anticipated, we recommend the project Civil Engineer prepare a design based on anticipated loads and other relevant conditions (which were not available at the time this report was prepared and completely beyond the scope of this study). Surface Drainage Areas to be surfaced with gravel, as well as adjoining areas, should be adequately graded to provide positive drainage such that surface water is not allowed to accumulate on or near areas intended to carry vehicular traffic. Subgrade Preparation Subgrade areas to be surfaced with gravel should be scarified to a depth of 8 inches below finished ' subgrade, uniformly moisture conditioned to between 1 and 3 percent above the optimum moisture content, and compacted to at least 95 percent relative compaction. ' Gravel Surfacing - Materials and Placement . To provide increased subgrade support, dust control, and a wearing surface, we anticipate gravel ' (such as Caltrans Class 2 aggregate baserock or other similar material) may be spread and compacted over the area of the possible (or planned) site access roadway. Should Caltrans Class 2 aggregate 11 0"M 160 0 N ' July 7, 1998 BMI Project No. 98S-291 baserock (or other similar material) be used, we recommend it be at least 6 inches thick. Baserock ' used as surfacing material should be compacted to at least 95 percent relative compaction. Depending on the frequency of use and vehicle loading, it may be desirable to underlay gravel ' surfacing material (such as Caltrans Class 2 aggregate baserock) with a geotextile stabilization fabric. The primary purpose of this fabric would be to reduce migration of subgrade soil into the baserock and redistribute concentrated loads, thereby extending the service life of this type of ' surfacing material. If a geotextile fabric is used, we recommend it consist of Mirafi 500X, Exxon GTF-200, or other equivalent fabric approved by the project Geotechnical Engineer. ADDITIONAL SERVICES We recommend Brown & Mills review final earthwork grading (if any) and/or foundation plans and specifications to evaluate that recommendations contained herein have been properly interpreted and implemented during design. Further, all site earthwork activities, including site preparation, placement of engineered fill and trench backfill, construction of roadway subgrades, and all foundation excavations (including those for the proposed tower foundation piers) should be monitored by a representative from Brown & Mills. Monitoring services are an essential component of our design services. Monitoring allows us to observe the soil conditions encountered during construction, evaluate the applicability of the recommendations presented in this report to the soil conditions encountered, and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. ' LMTATIONS ' This report has been prepared in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time our services were rendered. No warranty is either expressed or implied. ' Conclusions and recommendations contained in this report were based on the conditions encountered during our field investigation and are applicable only to those project features described above (see ' section entitled "PROPOSED CONSTRUCTION'). It is possible subsurface conditions could vary beyond the point explored. If conditions are encountered during construction which differ from those described in this report, or if the scope or nature of the proposed construction changes, we ' should be'notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. July 7, 1998 BMI Project No. 98S-291 Recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by Brown & Mills during the construction phase in order to evaluate compliance with our recommendations. The scope of services provided by Brown & Mills for this project did not include the investigation and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, services provided by Brown & Mills for this project did not include the investigation and/or evaluation of soil corrosivity. Depending on planned pipe types, bedding conditions, and other factors beyond the scope of this study, it may be appropriate to evaluate soil corrosivity prior to development. This report may be used only by our client, and only for the purposes stated herein, within a reasonable time from its issuance. Land use, site conditions, and other factors may change over time •which may require additional studies. In the event a significant period of time elapses between the date of this report and construction, Brown & Mills shall be notified of such occurrence in order to review current conditions. Depending on that review, additional studies and/or an updated or revised report may be required prior to completion of final design. Any party other than our client who wishes to use all or any portion of this report shall notify Brown & Mills of such intended use. Based on the intended use as well as other site -related factors, Brown & Mills may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release Brown & Mills from any liability arising from the unauthorized use of this report. 13 O"M mom 0 i BMI PROJECT NO. ► Ms s Ire- .B Tt •B G,14AGE' MA"f'S L,oDr.r' lua W, G -AST Sr, P/1 L 13 E L L r o Pince' s. 8. ✓ Q dal. EA s T s j', NORTH NO SCALE LEGEND NOTE: The boring was located in the field by visual methods. Therefore, the location of the boring APPROXIMATE BORING shown on this plan should be considered highly LOCATION approximate. REFERENCE: Plan provided by client, no title or date. rmwvw SITE PLAN PLATE • PROPOSED TELECOMMUNICATIONS FACILITY HWY. 99 & WILSON LANDING, SITE NO. SA -534-01 2 CHICO, CALIFORNIA • - • • 98S-291 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS SYM. DESCRIPTION GRAVELS GRAVELS GW Well -graded gravels, gravel -sand mixtures, little or no fines COARSE- (LITTLE OR NO GP Poorly -graded gravels, gravel -sand mixtures, little or no fines GRAINED MORE THAN 50% FINES) SOILS OF COARSE FRACTION GRAVELS GM Silty gravels, poorly -graded gravel -sand -sift mixtures RETAINED ON (APPRECIABLE GC Clayey gravels, poorly -graded gravel -sand -clay mixtures N0.4 SIEVE FINES) THAN 50°/, OF MATERIAL SANDS SANDS SW Well -graded sands, gravelly sands, little or no fines IS GREATER MORE THAN 50% (LITTLE OR NO FINES) SP Poorly -graded sands, gravelly sands, little or no fines PT N0.200 SIEVE OF COARSE FRACTION SANDS SM Silty sands, poorly -graded sand -gravel -sift mixtures PASSES (APPRECIABLE NO.4 SIEVE FINES) SC Clayey sands, poorly -graded sand -gravel -day mixtures MIL sifts and very fine sands, siky or clayey fine sands, FINE- clayey sifts with slight plasticity GRAINED SILTS AND CLAYS SOILS LIQUID LIMIT LESS THAN 50 CL Inorganic clays of low-to-medium plasticity, gravelly days, sandy clays, siky days, lean clays MORE THAN 50°/, O L Organic sifts and clays of low plasticity OF MATERIAL IS SMALLER MH Inorganic sifts, micaceous or diatomaceous fine sands or sifts THAN SILTS AND CLAYS CH Inorganic clays of high plasticity, fat clays NO. 200 SIEVE LIQUID LIMIT GREATER THAN 50 OH Organic sifts NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS LOG SYMBOLS AND DEFINITIONS j FIELD LABORATORY STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) -200 % PASSING NO. 200 SIEVE ' CALIFORNIA SAMPLER (ASTM TEST METHOD C 117) (3 -INCH OUTSIDE DIAMETER) LL LIQUID LIMIT MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) COL COLLAPSE POTENTIAL WATER LEVEL (ASTM TEST METHOD D 5333) (LEVEL ESTABLISHED AS NOTED ON LOGS) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST METHOD D4546) — (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on togs are approximate boundaries only. Actual transitions may be gradual in borings, and, the case of selectively sampled may vary by as much as the sample interval. 2. In general; Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOG LEGEND PLATE �� PROPOSED TELECOMMUNICATIONS FACILITY 3 HWY. 99 & WILSON LANDING, SITE NO. SA -534-01 CHICO, CALIFORNIA • - • • 98S-291 and clays of high plasticity HIGHLY ORGANIC SOILS PT Peat, humus, swamp soils with high organic content e 'EXPLORATION DATE LOGGED BY TOTAL DEPTH July 2, 1998 Greg Wilson 45 feet EXPLORATION EQUIPMENT BACKFILL MATERIAL Mobile B-53 equipped with a 4 -inch -diameter, solid -stem auger Drill cuttings BORING NO. B-1 LOG OF EXPLORATORY BORING ` PROPOSED TELECOMMUNICATIONS FACILITY HWY..99 & WILSON LANDING, SITE NO. SA -534-01 4A CHICO, CALIFORNIA - - • • 98S-291 Page t of 2 0 FIELD I DESCRIPTION LABORATORY = a o J vQi J vQi U m Q: V k:� 2 2 o cc` Wk o SURFACE CONDITIONS Grasses a w ° o y 2 �U 2 � Z W W Q W Ww 2W � w Q 2 U'LU o colo 'O o ROUNDWATER CONDITIONS Free groundwater encountered at a depth of approximately 15 feet below existing site grade. WWlj&jWjLAN/A ML Sandy SILT: Dark olive -brown, dry -to -moist, very loose, fine -to -medium grained, with some 1 2 clay grades moist 2 7 grades red -brown;, loose 3 8 4 3 grades moist -to -wet — grades very loose 5 46 SM/ ML Sl/ty SAND/Sandy SILT: Mottled red -brown and olive -brown, moist, dense, weakly cemented, fine - to -medium grained, with some clay 6 44 7 39 Log continued on next page LOG OF EXPLORATORY BORING ` PROPOSED TELECOMMUNICATIONS FACILITY HWY..99 & WILSON LANDING, SITE NO. SA -534-01 4A CHICO, CALIFORNIA - - • • 98S-291 Page t of 2 0 LORATION DATE LOGGED BY TOTAL DEPTH July 2, 1998 Greg Wilson 45 feet EXPLORATION EQUIPMENT BACKFILL MATERIAL Mobile B-53 equipped with a 4 -inch -diameter, solid -stem. auger Drill cuttings BORING NO. B-1 i om U. J z UjLU J FIELD °o V1 I � � i C'3 Z L j I DESCRIPTION U Qcc w~ J O J m W j Continuation from previous page c O LABORATORY W t— W o o U ~o �, Z ULI LU m Wwz '� C O O m 1.- w O w O (n LL O 7 8 9 39 72/11 50/2" 50/1" grades very dense, weakly -to -moderately cemented, fine -to -coarse grained, with trace fine gravelPr ti grades gray -brown no sample recovery LOG OF EXPLORATORY BORING PLATE PROPOSEUTELECOMMUNICATIONS FACILITY 4B HWY. 99 & WILSON LANDING, SITE NO. SA -534-01 • -. 985-291 I CHICO, CALIFORNIA Page 2of2 r-� (-e-- vj/ ,.._. COMMERCIAL r---------- - _ _ --� MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS Occu anc Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilin s 042-070-197 PE4IT#94-3269 CHICO MASONIC FAMILY CENTER 1110 W EAST AVE., CHICO CONT: HUGHES FIRE PROTECTION ANSUL SYSTEM FOR TYPE I HOOD/COMM °tUI-3 /,)--/-,/-�T 5q- JOB FINALED (Date/ Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. V=OK O=Not OK - = Not Applicable Not Ready COKIMEACIAL = Date UNDERFLOOR (Plans) OK except #'s Date : FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp: Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. FI.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearino-Su000rt Fix. (NOTE: An entry must be made each time you visit the job site) 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Oroville, California 95965 -`Telephone (916) 538-754 P R No, APPLICATION, AND PERMIT / UMBER— _ ASSESSOR PARCEL NUMBER-070-197 ZONING BUILDING PERMIT OWNER CHICO MASONIC FAMILY TELEPHONE SQ. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1110 W_ FAST ST 1,375.00 CONTRACTOR'S NAME HUGHES FIRE PROTECTION TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 33.00 ARCHITECT OR ENGINEER LICENSE N0. Plan Checking Fee $ 23200 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMIT FEE $ 76.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex O Mobilehome ❑ Other MASONIC HALL SPECIFv Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 TYPE OF WORK New ❑ Addition O Remodel ❑ Utilities O Installation 1:1Otherya Describework:_ SPRINKLER SYSTEM FOR TYPE I PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 T rI HOOD. 9N SUL Main Service ( 200A OR LESS ) 23.00 Main Service ( 200A TO t000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) 3.50 FT.g0, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ,O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and m license is in full force and effect. License No. yg c..$ C_,, Classification �- — e,UTLETS O I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET NON.RES10. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup. FIXED APPLNS. OR up. O ( (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. J9 I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, enses which may in any way accrue against said Co a gran ng of this permit. X Date f-� nt - Owner ,Contractor ❑Agent An OSHA rermit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height.CG Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES 75. �0 HAZ- 0. FEES IMP FIOOD CDF PARCEL PD �--� HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY4w�1_6�z� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat �' IDatel Receipt No. WHITE-D.D.S.-B— DT. CANAR -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT Office of the State Fire Marshal Fire Safety Correction Notice File No: � - 2-4 - E L Name:. Address: `-1 � D SF I 1 CALIFORNIA STATE FIRE MARSHAL The California Health and Safety Code and the State Fire Marshal's regulations require the following fire safety deficiencies be corrected. i K C,L C5-: The above deficiencies Q and return the certificate Fire Marshal at ( ) ISSUED BY (Deputy Stat ' e Marshal) EN -11 (Rev. 7/86) 89 76 to be corrected within days. When ALL deficiencies have been corrected, sign 4 on the opposite side of this form. If you have any questions, contact the Office of the State DISTRIBUTION: GREEN—Facility RECEIVED BY WHITE—Region DATE 2 YELLOW—Field Certification of Corrections by Owner I certify that all deficiencies listed on the reverse of this form have been corrected. SIGNATURE I DATE (Fold on this line) ................................................. ,,COUNTYOFBUTTE -DEPARTMENTOFDEVELOPM, NTSERVICES-BUILDING DIVISION 7COUNTY CENTER DRIVE -OROVILLE,CALIFORNIA9 965-TELEPHONE(916)538-7541 OWNER Proposed Building Use PERMIT APPLICATION DATASHEET 7M!S�W/(� At time of pe it application, I was advised the 1 • All items have been submitted. ri _ Building Inspector Date 7 -X data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $'.................................... . 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ......................... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16.. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ... . PreJnspedion request - 20. Pre -inspection for required. . to Building 1napeotor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . .................:..................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. .........` ............................ . 32. Plan check list. ...... 1! ............................................ . 33. 34. When y ssue the permit, process as follows: Mail to owner. Mail to contractor. Telephone �00 - and hold for pickup at C 11 / C office. Deliver with inspector. Other -2--2-F,- 341-7 Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of;above required data by =phone r ---�� , mail Co nter by _ Date Plans checked by t Date Plans approved byDate 1Z j3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ,I' MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer, Walls Ceilings t 9�-��., Gvaa.u. Gt z«e I'V5u(,e��� T. (,vet • dck. Us re Lt�°*L -p-a, til tL, 4 } ------------------ 6 G(% 'c'- 06®mac COMMERCIAL � 042-0_70-197 94-0134B,P,E,M f CHICO MASONIC FAMILY CENTER f CONT: SLATER & SONS INC. 1110 W. EAST AVE., CHICO NEW MASONIC HALL 9,4—/33 OFFICE COPY - I Address uz) -ju)✓ - &T Y ,""*' � � h GAS Meter By Date , ELECTRIC -Meter By Date JOB FINALED (Date) 7� Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Slanature, T' V=OK O = Not OK - = Not Applicable Not Ready COMMERCIAL ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s V/Water Htr.; Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection 1 /E.W.V.; Test -Fittings & Anchor -Nail Protection W'Sinks-Floor-Grease Trap 2 ,,Har icap-W/C-Backing 2"as Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxe & No. of Conductors -Stapled 25. Romex In to ed Close to Edge of Studs & C.J. 26. Equi . djpddq up w/Mech. Fastners-Bond Gas & Water 27. Wiri g- °-Prot olor Coded' 28. Subfeed Wi% i / a. Cu or AI-A.C. Wire Size / / ga. Cu oJ,% 29. Fire sti "-*x ure-C nduit-G.F.I.-Susp. Ceiling 30. Service- §er Ookducrs & Ground -Main Disconnect 31. Equip. CI nets-Motors-Mech. Equip. 32. Fire Wall etra io Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fag; Exhaust above insulation _ 35. Conde sate Drain & Overflow; Size,& Grade 36. F(!n e , Acces C ir-Return Air Vent -115 outlet 37. A tic Access & Pla Furn nce in Attic 38. 14.V.A.C.-Venti t' n Ac f Acce s 39. Sm ke & FjaffjMsl Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearina-Su000rt Fix. A Date,' FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Su p port 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Si g -Nailing Veneer 0- . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection- F taming ILI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic O Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corre0ans from Previous Inspections s Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF- OCCUPANCY. This building has been constructed and c6met&ted-'i7 a8c8rdance with the requirements of the Uniform BuildingCod'e'4iFid`e, pe rm i"riGmber 94-0134 for the following: A,SSEMBLY .BLDG . Use Classification Address or Location 1110 W. EAST AVE CHiCO' Group A2.1 occupancy; Type V-1HR construction. It is hereby certified for the occupancy described,above.and may be occupied. Director of Public Works Date 1/5/95 by AdEAX�R:� POST 'IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy Is required if the use or occupancy of this building changes. •chis Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. r N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICAr 101" AND PERMIT ASSESSOR PARCEL NUMBER 042-07197 A5 ZONING BUILDING PERMIT OWNER CLR00 MASONIC FAMILY CTR TELEPHONE 893-3333 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 131 W. IST ST CHICO, 95928 17478 996,246.0057 KV PEMF 1000,00.00 CONTRACTOR'S NAME SLATER &SONS, INC. TE LEPHONE 893-3333 CONTRACTOR'S MAILING ADDRESS 3753 NDREHEAD AVE % CHI00, 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuatl $ 896,246.00 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 3230.50 ARCHITECT OR ENGINEER ROOT B. HEATH ARGI. LICENSE NO. C9192 Plan Checking Fee $ 2099.80 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 2044 PALM AVE CHI00 95926 Penalty $ BUILDING ADDRESS 1110 W FAST AVE PERMIT FEE $ 5350.30 GUM PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 5 1 7.00 245.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.100 LOT NO. SUBDIVISION'S NAME PARCEL MAP 128-50/51 Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SF ❑ Duplex C1Mobilehome ❑ Other ASSIIKBLY BLDG SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New Addition 1:1Remodel O Utilities ❑ Installation ElOther ❑ Describe Work: 24 MASWC HAT 1, PERMIT FEE $ 355.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 23.00 200A OR LESS Main Service ( 200A TO 1000A ) 46.00 46,00 E , NEW CONST. DWELLING OCC P. S0 OR ADONS. ( a ACC. BLOS. ) 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, 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) YI, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O i am exempt under Sec. -,Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 / POWER APPARATUS ) ( a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20 @ 1,50 Ex. Occu FIXED APPINS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a ACertificate of Consent to Self -insure. shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S 8 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating8 WAL PAK 5 @ 20.00 145.00 Cooling8 @b 20 HoodTM 1 & TYPE 2 6.50 Ventilation SdAMP 20.00 1 PERMIT FEE $ -3 Contractor I certifythat I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilitie ' dgments, costs, and expenses which may in any way accrue against said Coun i consequ ce f the gr nti f this permit. X 7�7 Datel8 / 't Signat re of Applican - 0 Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OZ I • c )!V TOTAL FEE $ 056,30 H D. FEES I P FLOG COF SFAA p H 1 This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indica above for whic ees ve been paid. DI CTO P BLIC WORKS !�!� B ate /7� C / I PERMIT (PIRESON (Date) . - Receipt No. 2372.55-155823 WHITE-D.D.S.-B.D. CANARY -ASSES R PINK -INSPECTOR GOLDENROD -APPLICANT k\ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916j 891-2751 7 County Center Drive, Oroville, CA - (91'6) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE t OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter; or need additional explanation, please contact this office immediately. 6)130 ck 4AICe012 i� S CS GJ I ••I APACYIN7. Certificate of Conformance Certificate NO. 29617 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of American VNood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. IX ANSI Standard A190.1-1992, for Structural Glued Laminated Timber Cj NER 267 Job Name 1 AI +'1't1iJ—CIJTi(ih1Y L 1l+dhF..RAL_f'.S Job Location PORTLAND, OR Customer's Order No. P.O. it 61:115-86 Date 24F—V4 / NP GLUE / IND. AI's'. /LOAD WRAR Mfgr's Order No. Signature�� �/�'�'3=i� Title, PRESIDENT P.O. BOX 23355 Company WESTERN STRUCTURES, INC. Address EUGENE, OR -97402 Date .11 11 Y 281 S ri44 IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems (AWS) is subject to regular audit by American Wood Systems, such audit consisting of the inspection with reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulam construction and the adequacy of glue bond. SEAL bv 4.*. J "I.L. Thomas G. Williamson Executive Vice President t AMERICAN WOOD SYSTEMS — A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION a'---.._ .� _- ..------r----- --'- --- — — — — — — - GRAND TOTALS: 2x2 2x3 2X4 2x6 2x8 2x10 2x12 TOTAL CU FT WEIGHT .0 0 0 4 2 0 0 6 -3107 5220 0 0 0 1253 1854 0 0 3107 CUST NAME: STANTON CUDAHY LUMBER SALES JOB NAME: 24FV4/INDAPP/LOADWRAP JOB LOCATION: REMARKS: LMBR. TABLES: 24 t INSPECTION: APA JOB..#: 7573 WESTERN STRUCTURES, INC.. ,! CUST#: 005450 DATE: 07/20/94 PAGE: lOF 1 ) P.O.#: 21586 RELEASED ON: 07/27/94 BY: HW- W'------------------------------------------------------------------------------------------------ ------------- LIKE LINE MARK ; ----------------------------------------------------------------------------------- QTY. WIDTH DEPTH . LENGTH BILLET LAMS BD FT TTL BF CAMBER APPR WRAP SEAL -------------- 0001 B1 ---------------------------------------------=-----:„�---------------------------- ® 5 1/8 12 14 0 14- 2 8 122 1�2 2000 0 1/8 IND LOAD END -------------- --------------=----------------------------------------------------------------- 0002 B2 ( 5 1/8 13 1/2 18 0 18- 2 9 175 175 2000 0 1/4 IND LOAD'END -------------------------------------------------------------------;---------------------------- 0003 B3 5 1/8 15 9 0 9- 2 10 98 98 2000 0 IND LOAD END --------------� ---------------------- ---------------------------------------------------------- 0004 B4 i/'1/ 5 1/8 28 1/2 42 0 42- 2 19 858 858 1 1/2” IND LOAD END 0005 B52 6 3/4 28 1/2 34 0 34- 2 19 927 1854 1 1/4" IND LOAD END ---------------------------------- ------------------------------ - ---------------------------- Fgoin , 1�G GRAND TOTALS: 2x2 2x3 2X4 2x6 2x8 2x10 2x12 TOTAL CU FT WEIGHT .0 0 0 4 2 0 0 6 -3107 5220 0 0 0 1253 1854 0 0 3107 CUST NAME: STANTON CUDAHY LUMBER SALES JOB NAME: 24FV4/INDAPP/LOADWRAP JOB LOCATION: REMARKS: LMBR. TABLES: 24 t INSPECTION: APA JOB..#: 7573 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 . O PERMIT NO. APPLICATIQN -AND PERMIT ASSESSOR PARCEL NUMBER -l?-7 / Z071 5 BUILDING PERMIT OWNER GI -f GfJJ/l//G G �`[, TELEPHONE 3 3 33 SO. Fr. OCC. BUILDING VALUATION OWNEWS 3 M UNG ADDRESS „� ��/� ��_� s CONTRACTOR'S NAME GL TELEPHONE 33 CONTRACTOR'SMAR G ADDRESS d e�� �� ` L (�J Freplace • CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee , ARc c o ENc E�r� ,� 1J r/ LICENSE No. /CIZ Plan Checking Fee 2 ARCHITECT O ENG NEER'S AILING ADDRESS O LIn �%(/ C ff/CEJ � �a Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESSt n��, t L�/� PERMIT FEE $ i G G PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 V<el Solar or heat pump water heater 23.00 LOT NO. i SUBDIVISION'S NAME PARCEL MAP If *Z? 5(, 5% Water piping 1 15.00 4P Each gas water heater or vent 15.00 /y Qd USE OF STRUCTURE rr SF O Duplex 0 Mobilehome O Other 4`j56:1m?G.-1 �5 L(�'\6 SPECIFY Gas piping system"I - 5 outlets 15.00 / vW Building sewer j 15.00 s vd Mobile Home S G W @20.00 TYPE OF WORK "New Addition CI Remodel O) Utilities O Installation O Other O Describe Work: ��Lf/ ��jf�l PERMIT FEE $ U Contractor ELECTRICAL PERMIT Filing Fee 20.00 VORLE Main Service BOOS ( 200A OR LESSS ) 23.00 _ Main Service ( 260A TO 1000A ) 46.00 Q NEW CONST.—DWELLING OCCUP. OR ADONS. ( & ACC. SLDS. I SO. 3.50 FT. NEW CONST. MULTI-OUTLETDTV .NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) ❑ 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Cade forthis reason ( POWER APPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES I 20 @ 1.00 BAL. 50 FIXED APPws. OR EX. DCCUp. ( OUTLETS IRESID.1 EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S Contractor' MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 0 Hoods vQ. Ventilation PERMIT FEE Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all gai st said County in consequence of the granting of this permit. liabilities, judgments, costs, and expenses which may in any4deepnd X Date9 Signature of Applicant O Owner O Contractor O Agent An OSHA permit is required for excay.9tions over 5"0" molition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONS T. TYPE TOTAL FEE $ HAZ. D. FEES IMP •`�" FLOOD COP PARCEL PD �—' HMO This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC BY PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date IDetel Receipt No. � � -, S � (�� � �� WHITE-D.D.S.- CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT TO: Building Department . FROM: Encroachment Permit Section RE: Driveway Clearance owner location t /- Z-07- r AP # Driveway permit 4-0 4S7 has-been issued for the above property. / si ature _ _ _ date kip Y COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916)538-7,541 PERMIT APPLICATION DATA SHEET OWNER 71-20'L /% ss/U A. P. o. �? -�i7d '/r1 % Proposed Building Usq'MSp J I (. :V_` M Building Inspector Date / i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4,Engineered plans and calcs, 3/4 sets, with wet signature on plans. . . Hazardous Material Form . .............................................. 6. Energy Design, Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . obilehome data and manufacturer's installation i tructions, 2 sets. . e es of $' 1. Impact fees§s�oAF_Fm ched sch Z– w 12. California Department of Forestry plan aptsroval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. ......... '+ 14. Sanitation and plot plan approvaltf_/11 CZ Health Department. 15. City of Chico plumbing permit . ......................................... 6. Plot plan and business license approval from City of Biggs/Gridley. ........... 17. Planning approval for (A) Use: OIL (B) Parking:.1— O 18r Contact Land Development about (A) Improvements (B) Drainage. ...........010, 9 tl�Q. Driveway permit (construction approval required prior to occupancy). . .19 20. Pre -inspection for required. .. ; sail i 9 spedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .........................: 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25.. Letter of signature authorization. o26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ... . 7. Letter of intent on building use. ......................................... 28. Mobilehome utility clearance . .......................................... .................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/e fired permi s 2� Plan check list. ...C.,. L��................................. 15 33. 34. When yo,ulssue the permit, process as follows: Mail to owner. Mail to contractor. �Telephone/A rand hold for pickup at G f���� office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date / o 9 5' Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior er ' uance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contracto,r,.designer, owner, was advised of above required data by _ phone _ mail Counter by - Date Contractor, designer, owner, was'advised of above required data by _ phone _ mail .77,unter by_Date Plans checked by Date Plans approved by Date6� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNERA-95e/l//s-f- ZZ71N e PROPOSED BUILDING USE 1/4CHOOL DISTRICT FEESCv 5 C/ (paid at District Office) ......................... �ERIFF FEES (paid at Building Department) Residential.'.. � 7 zl'T Yx , G 75 =$,5.-) unit amt. Commercial (sgft) x =$ sq.ft. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt i, RECREATION DISTRICT FEES (paid at District Office) ......................... A. P. #_ G ;;G DATE / REC. # DATE REC DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SRA FIRE INSPECTION AND .PLAN CHECK = $89.00...... _ (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE % 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY. CENTER DRIVE, OROVILLE'CA 95965 - TELEPHONE (916) 538-7541 OWNER G A.P. #_ z0C2 � PROPOSED BUILDING USE DATE qT_ REC. # DATE REC 1. SCHOOL DISTRICT FEES 22. (paid at District Office) ......................... SHERIFF FEES q O (paid at Building Department) Residential ...... x '=-�- unit amt. Commercial (sqft)960 sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x -$ sq.ft. amt. .4. RECREATION DISTRICT FEES (paid at District Office) .......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE 4 NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement. of yyIntent for Non -Heated and/or Non -Air Conditioned Buildings d��� l�� 1�N a;G�TP'� aF � I e owner of the building to be constructed as a (please print) /y%450N1 C� ��»'lrLE 57D(56'un�6-' at (bldg.permit no.) (location) hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1)'the building envelope, 1 (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (S) the lighting of the building to comply with the regulations. I understand that any of the above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Ownern Mailing Address �'i`� G�� l�/�• �'" 72b Telephone No. 03 1 J o o 'f ",�'�'�•r1 ii�T� �-;•{ �,`C�...,ia'r,�-�,�j+ � .�„�..-r ..,-.-e. ,x..� . � -.r-. , y �''!}�'�rY�i.�y',:.T'si*r. COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING -DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET o ��G�9�o ST�9 ,v�oLco 7 �1/�L� OWNER A P. No,/,�, ^0 Proposed Building Use Fi AT'��Building Inspector. DateZZ At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs,,3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. .'.............................................. 6.. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . ,,,9— Mobilehome data and mpiufacturer's installation instructions, 2 sets. ......... . Fees of $ Impact fees as shown on attached schedu 12. California Department of Forestry plan appr O 13. Flood elevation letter (100 year flood) by California Engineer.... . 14. Sanitation and plot plan approval Gff (C U Health Department.> �/ O / 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ............ Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for required. .. ro a�i�� 9 �Spa�— (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. .. .......... . ............ . 23. Owner -Builder Verification (Given to owner , Mail to owner _�............ 4. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance. 29. Documentation of legal access!✓..! ........ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... / 31. Existing violations/expired permits . ...................................... 32. Plan check_ list./_ f ............................................... 33. 34. f i When y u -issue the permit, process as follows: Mail Mail to owner.. .Mail to contractor. I Telephon 0 and hold for pickup at GH-/leo _office. • Deliver with inspector. Other .- Parcel Creation A�/Acreage Applicant Date//8 q¢ Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire gept.7 V _ Ottfer`'� 5,604, By The following data must be submitted prior tQ erm i ance: (Circle new item not checked above). 1. Index permit for above items No. I� 2. Additional items required: _ f Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by —Date /I Contractor, designer, owner, was advised of above required data by _ phone_ mail ounter,by! Dat ' Plans checked by 41-1 Date' Plans approved by f I /y4Da�te , ,- Sets of plans on hold in File�cabinet AP folder Copy - Department of Public Works MASONRY WALLS N E S W •1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings 9-(3 COMMERCIAL _.1042-070-197 r 94-0450B , MASONIC LODGE 1110 W. EAST AVE., CHICO CONT: KEENE FIRE PROTECTION, INC. s FIRE SPRINKLERS/LODGE J JOB FINALED (Date) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature, V=OK O=Not OK = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Res istive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 •Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers ,Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearinq-Su000rt Fix. (NOTE: An entry must be made each I Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occucancv !me you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT NO. T APPLICATION AND PERMIT q SD,Z ASSESSOR PARCEL NUMBER 042 _070-197 ZONING BUILDING PERMIT OWNER LELAPdD STANFORD TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 131 BROADWAY, 17400 1 0 97,840, CONTRACTOR'S NAME KEENE FIRE PROTECTION TELEPHONE CONTRACTOR'S MAILING ADDRESS 28, LODT, CA 95940 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 971-50 ARCHITECT OR ENGINEER HEATON LICENSE NO. Plan Checking Fee $ 176 4,8 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1110 W EAST A VE PERMIT FEE $ 467.98 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7,00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 114ASONIC LODGE SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other] Describework: FIRE SPRINKLERS PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS OA) 200A OR 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. OLDS. ) 3.50 FTgO,, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underp p rovisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, 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) 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NDN -REBID. ( BRANCH CIRCUITS ) @7.50 I POWER APPARATUS ) 1 & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .60 Ex. Occup' (OFIXED APPINS. OR UTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. AI shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said he ranting of this permit. County in co sequencfl_�01A�l ate ",gn.ture Mobile Home Installation Fee $ Energy Inspection Fee $ occ i CONST. TYPE TOTAL FEE $ 467.98 HAZ. I D. FEES I IMP I FLOOD I COF PARCEL I PD I HD I Is5UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. DIRECTOR OF P IE WORKS BY Date I PERMIT EXPIRES ON IDoW of Applicant- Owner O Contractor ElAgent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Receipt No. 156071 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTT_ E - DEPARTMENTOF DEVELO- PMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLe, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 \ / PERMIT APPLICATION DATASHEET OWNER G A. P. No. 0L2) - 070 - 15� Proposed Building Use FNt'eitrSBuilding Inspector Date 112 q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ...... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. .......... :........... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $........................................ f 11. Impact fees as shown on attached schedule . ..............................' 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................ . 14. Sanitation and plot plan approval Health Department . ............ - 15. City of Chico plumbing permit . .............................. ......... 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development.about (A) Improvements (B) Drainage. ...... 19. Driveway permit (construction approval required prior to occupancy). .. .. ` Preanspedion requ-eW- 20. Pre -inspection for required. .. to Building Inspector A (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. -� 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan checkt...................................................... -�� 33. .34. When u issue the permit, process as follows: Mail wrier. Mail to contractor. Telephone o09,37:333_9 and hold for pickup at n iG0 office. Deliver with inspector. Other Parcel Creation 2 �3/ply Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire �a�t. Air Pollution Date 1614 Copy of plans sent Health Dept. Fire Dept. 5 ry Other Date By tS T-1 The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail gounte1r b _ Date --� Plans checked by Date Plans approved by 5; / Date %/oC0/ _T Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION j7 Coui^pty Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. i- APPLICATION A4NID:PERMIT � � ��C�D ASSESSOR PARCEL NUMBER - OV -070 zONINo BUILDING PERMIT OWNER TELEPHONE SQ, FT, CC. BUILDING VALUATION OWNER'S MAILINO ADDRESS 3/ roaglw 2±1 •�- CONTRACTOR'S NAMETELFP49 HE-_ - �NP�'2� �/otec7ro�J �7'N .2�j 13_.33 -3700= CON TOP'S UNG AD',• •'- �, ox �3a13 �1o�i «R6,�aYO ^�, CONSTRUCTION LNOEn .. '""=�`' - Fireplace Total Valuation $ D LENDER'S MAILING ADDRESS' Filing Fee S 20.00 Permit Fee $ oZ 7 .S'o ARCHITECT OR ENGINEERLICENSE �DL � / ilr,� � ee 74 Ia+,. iT � NO. Plan Checking'Fee $ /1-7611/8 Energy Plan Checking Fee $ ARCHITECT OR EN fER'S MAILINGG ADDRESS Q / k" A V_P_ Penalty $ BUILDING ADDRESS/ / 1 PERMIT FEE $ livl ! C 0 PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex O Mobilehome ❑ OtherBuilding SPECIFY Gas piping system 1 - 5 outlets 15.00 sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other (3Contractor Describe Work: —S O ypl PERMIT FEE g ELECTRICAL PERMIT Fling Fee 20.00 Main Service ( WOV OR LESS ) 200A OR LESS 23.00 ' Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLOS. ) SO. 3.50FT. NEW CONST. MULTI -OUTLET NON•Rfs10. ( BRANCH CIRCUITS ) @7.50 _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 M. @ .50 Ex. Occu FIXED AP"S. OR p' ( OUTLETS IRESID.1 EA. ) S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way acrLie again t S81d County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES r? HAZ. I D. FEES I IMP FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON /Dere/ Receipt No. �-�(�1 20 2/ WHITE-D.D.S.-a.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4- -1 1 -�� . - - � . i Ak. I MASONRY WALLS N E S W 1st Lift 12nd Lift 3rd Lift 4th Lift 5th Lift 16th Lift FIRE WALLS (0 cupancl, Area, Prop rty) Gypsum Board 1st Layer 2nd Layer Walls Ceilings 6 R41 -17i C scab - OC—. i -q Z-� (-Ilq c o o' "bit fifes c ,7_z 4tz�A e o 5 td"s : 7 Z) 0 - Cf i9lo, ro U U COMMERCIAL 042-070-197 PE 'IT#94-1691 CHICO MASONIC FAMILY CENTER 1110 W EAST AVE., CHICO CONT:SLATER & SONS INC. FND & UNDERSLAB UTIL/MASONIC HALL OFFICE COPY Address J1 I GAS Meter By Date - ELECTR YL Meter B '� __tlo Date 'qz JOB FINALED (Date) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) SI t gna ure. V=OK O=Not OK - = Not Applicable COMM E = Not Ready Date UNDE OR Plans OK except #'s 07 -ML O o ' -Setbacks-Easements-Flood-Slope-Soil Report iiloftg., Main; Soils-Ufe bund: Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, teel-Blockouts-Wrapped 6. einf el -Grade lacement lab; Stee - ped -Wire Mesh feel O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas ' e; Size -Anchors 1 ater Pipe; Test -Anchor -Regulator -Service Test 112. Electric; Underground, Underslab /) J13. Pienums &. Ducts; Clearance -Material -Support -Ins. ' V14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90" -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearinb-Su000rt Fix. RCIAL Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof ShthIng-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sid' g -Nailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbinq 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PE MIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-070-197 A5 ZONING BUILDING PERMIT OWNER CHICO MASONIC FAMILY CTR 91TINJ333 SO. FT. OCC. BUILDING VALUATION EST 100 000.00 OWNER'S MAILING ADDRESS 131 W. 1ST ST CHICO, 95928 CONTRACTOR'S NAME SLATER & SONS INC. 3'21333 CONTRACTOR'S MAILING ADDRESS 3753 MOREHEAD AVE CHICO, 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 639.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 415.65 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1110 W. EAST AVE PERMIT FEE $ 1075. 5 CHICO PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIIN FL0R MASONIC HALL SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ElAddition ❑ Remodel O Utilities ClInstallation ❑ Other ❑ Describework: FEIN RE#94-0134 MISC ' 00 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 FOUNDATION & UNDERSLAB UTILITIES ONLY Main Service60OV OR LESS I OOAORLES ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BLDS. ) 3.50 Fr,gO, CONTRACTORS LICENSE LAW I d are under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and m Dense is in full force agd effect. /"1 License No. ,i Classification J ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 020 @ 1.0000 Ex. Occup.FIXED APPWS. OR ) ( OUTLETS IRESID.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.i' 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, a penses which may in any way accrue against said County in consequence of a gran°ng of this permit. X Date S� Signa a of Applicant - ❑ Owner Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ V5). T.Y ffizi TOTAL FEE $ 1161.15 �> �� FEES I IMP I FLOOD I CDF PARCEL I PD HD I V This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions above for which fees have been By PERMIT EXPIRES ON late) provisions to do work paid. Date ( z tWfIlIr n d� Receipt No. 166884 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 `yN r COUNTY OF'BUTTE.,� ` ! BUILDING'DIVISIQON DEPARTMENT OF DEVELOPMENT SERVICES 1 Humboldt Road, Chico, CA - (916) 891-2751 .T ounty Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A4 X19- /69/ OWNER PERMIT NO'. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. w 3 } i 3 .lx Date G (-'—Inspector REV 10192` + - COUNTY OF BUTTE.- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUM- BER 0 -� _ ZONING ^ 1 - BUILDING PERMIT +- OWN R H�c--D SU��G �� �/ G %Z LEPHO/N7El 3 3333 SO" FT. OCC. BUILDING VALUATION OWNER'S MAILING AO 3VIr 7-, 2-Y COS .ON�- CONRS MAILING AODRESf U Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS' —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING AOORESS Penalty $ BUILDING ADDRESS 4Z4,0 &A�.� — w PERMIT FEE $ 101< PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or.heat pump water heater 23.00' LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W I@20.00 TYPE OF WORK Utilities 0 Installation ❑ Other O ❑ Addition O;DV Describe Work: gj� D*TtO 0 J)Depro Q Hyajm Oov&Y Qv PERMIT FEE $ 2()New Contractor ELECTRICAL PERMIT Filing Fee 20.00 200AOLESSSS ) Main Service BOV ORR LEF0aA 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP.0 OR AODNS. ( 6 ACC. OLDS. ) g 3.50 FT; NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason ( POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL. .50 Ex. Occup.FIXED APPLNS.0E (OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Q WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file.with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ . Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to , enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date l �j/ Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ' (Da ral Receipt No. WHITE-D.D.S. B. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A No. Proposed Building Use Building Inspector Date At time of per it application, I was advised the following data must be submitted prior to permit processing and/or issuance: �a DATE RECENED BY 1. All items have been submitted . ......................`. . 2. Plot plans, 3/4 sets, signed by preparer of plans. ..........`:z., .............. 3. Complete plans, 3/4 sets, signed by preparer of plans. ....... N. . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans.':............ . 5. Hazardous Material Form . ............................. . !i& Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ......................................... . 11. Impact fees as shown on attached schedule. ............. 12. California Department of Forestry plan approval/fees. ....... 13. Flood elevation letter (100 year flood) by California Engineer. ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........ 19. Driveway permit (construction approval required prior to occupancy)... . . �Preanspedion requeT 20. Pre -inspection for required. . to Building lnspeotor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ................. :....................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 1. Existin violations/ex fired rmits. ..... 9 Plan check list. ... yY1 Ji7l4 /v..Z'TS /i(%1�llus�l �p 34. When you issue the permit, process as follows:Mail to own-. Mail to contractor. Telephon and hold for pickup at G --H G--Yfice. Deliver with inspector. Other VT Parcel Creation _ Acreage Applicant Date �S 9 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior 1. Index permit for above items No. 2. Additional items required: it issuance: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by_ phone _mail joitgfunterby _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works July 2, 2001 Pro -Cam Wireless 7909 Walerga Rd. Suite 112-188 Antelope CA 95843 RE: Building Code Violation . 1110 West East Ave., Chico CA 95973 AP # 042-070-197 Ladies and Gentlemen: B E A U T Y 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required inspections and approvals from this office for permit # 00- 0887 issued 4/24/2000 but not completed. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. *er, g Inspection MCV: tp cc:Assessor ��,. y�R,; •zi`'.: 5-y'' >` SPS ��i„4 ``'�`'+y; t .,.r USE PERMIT BUTTE COUNTY PLANNING COMMISSION June •30; 1992 DATE: (Certified Mail Rec.) 92-03 PERMIT NO. AP 042-070-083 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Chico Leland Stanford Masonic Temple Assoc. is hereby granted a Use Permit in accordance with application filed: February 24, 1992 to allow the construction of a Masonic Lodge building as a.Quasi-Public use on property zoned A-5 located at the northwest comer of Nord Avenue and East Avenue, ClEco, was approved subject to the following conditions. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, 'the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. Outdoor activities shall not commence before 7 a.m. nor continue past 9:30 p.m. No amplified music shall be allowed outdoor. 2. Outdoor lighting, if installed, shall be shielded or directed away from neighboring residential uses. 3. Meet the requirements of Section 24-33 of the Butte County Code regarding parking. 4. Meet the requirements of the Butte County Department of Public Works including IK<3 j IR r the installation frontage improvements to urban standards and a permanent ' solution to drainage. 5. ` Meet the requirements of the Butte County Environmental Health Department." 6. Where possible, retain, maintain, and incorporate existing mature trees into the landscaping. 7. Install a 5 ft. to 6 ft. high solid board fence along the westerly property line at such time the adjacent parcel further divides. ' - 8. At the time of building permit application, pay all impact fees applicable to the rll` Chico Urban Area including traffic and recreation fees. 4.. the property owner shall participate in drainage and sewer assessment districts formed to meet the requirements of the Bell -Muir EIR and hook up to said - facilities when available. 10. Provide a 100 ft. building setback on the north and west property lines. 11. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. 4 I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditionnss. Dated: 4LIO-27 Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. v c? Butte County Planning Co sion Chairman CC: Department of Public Works (2) Health Department Department of Forestry I MASONRY WALLS N E S W.; 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th • Lift FIRE WALLS 0 cupancy, Area LPro ert Gypsum Board 1st Layer 2nd Layer Walls s 'S 9--lH3y- COMMERCIAL 042-070-197 94-0135B,P,E " I CHICO MASONIC FAMILY CENTER } CONT: SLATER & SONS 1110 W. EAST AVE.., CHICO { NEW STG BLDG W/2 BATHROOMS 11 1 +r 1 ,• � JOB FINALEO (Date) L 7� Signature CERTIFICATE OF OCCUPANCY IS (Date) Signature. V=OK O=Not OK Not = COMMERCIAL Not Ready COMMERCIAL , . Date UNDERFLOOR (Plans) OK except #'s Date ' FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Fig., Main; Soils-Ufer Ground: Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support AX f YVN A 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers T6. Siding -Nailing Veneer 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 WAX 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Date Card B-1 Date Card B-1 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date ELECTRICAL (Permit) OK except #'s 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 22. Fixture & Transformer Clearance -Ins. Protection 69. Stairs & Rails 23. Single Phase -Three Phase -Equip. Bond 70. Handicap -Door Levers -Fin. Floor 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets at Wood Panel; Int. & Ext. 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. &Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic ❑Yes `(1 `V 28. SWire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or A 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 30. Service -Riser Conductors &Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 -Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. F(.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the Job site) V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` w 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541PERMIT NO. APPLICATION AND PERMIT gq" 3.s ASSESSOR PARCEL NUMBER 042 n7 197 �l 'ZONING BUILDING PERMIT 6 , OWNER WD M sll TELEPHONE SO, FT. OCC. BUILDING VALUATIO OWNER'S MAILING ADDRESS 960 @ 22 21 120.00 CONTRACTOR'S NAME I TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 99c; AA 20.00 Permit Fee $ ' ARCHITECT OR ENGINEER RD= IffAIM LICENSE NO. Plan Checking Fee $ 146,25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1110 W EAST PERMIT FEE $ 391.25 PLUMBING PERMIT Filing Fee 20.00 Each Trap 10 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15,00 .1 . LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other BQMobile SPE IFV sp,� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home S G I W @20.00 TYPE OF WORK New MC Addition 1:1Remodel ❑ Utilities ❑ Installation ❑ Other 1:1Contractor Describe Work: N1NK H' MOL PERMIT FEE $ 120.00 ELECTRICAL PERMIT Filing Fee 20.00 2 BA'M Main Service ( '0'ORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SD - 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, 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) as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ,❑, am exempt under Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON -REBID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.00 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. �I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 53.60 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.SO' I also agree to save, indemnify and keep harmless the County of Butte against all liabilitie udgments, costs, and expenses which may in any way accrue against said Cou i conseq nc .o the anting of this permit. Date Sig at re of App icant - ❑ Owner ❑Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL FE $ 564.55 HA2 D. FEESIMP O Fe -2, C pe 51`0I U This permit is hereby issued under the applicable provisions of the Butte unty Code and/or Resolutions to do work indic ed ve or ich fees have been paid. C OR OF PUBLIC WORKS By Date '7 � PERMIT EXPIRES ON 9-// -1�S Do tel 206.25 - 155823// % �O/ Receipt No. 16 d ^�.5� (O � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ROBERT B. HEATON architect 17 October 1994 Slater Construction Co. Chico, CA Re: Chico Masonic Family Center Chico, CA The masonry wall ties presently being installed were approved during 00 the submittal process as an alternative to the Specifications. AR�tii �, Qo 02 � n ^ n No. c 9192 Robert B. Heaton Architect C-9192 Cb ROBERT B. HEATO(N9�F p 3 -3*% Architect F CALF 2044 PALM AVENUE CHICO, CA 95926 343-8038 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 146V Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER -69 NO A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r 0) 61111 um5Lc(- diol) Av7"W S -lx rf 5 r Date 2 Inspector (1, REV 10/92 coo oe� �c�o4a WA CO=IYYCT9 i�• 4005 N. MaeARTNUR jLVD., SUiTt M111V!ND. TX 15070 12141 110.5100 VAX 12141$18.5010 HEADQUARTERS IRVING, TEXAS TELECOMMUNICATIONS COVER PAGE TO: FAX,: FROM: VA 6UB.IECT: . NO. OF PAGES TO FOLLOW: DATE: MESSAGE: OFFICE PHONE: (214) 518.5900 TECH CENTER FAX#: (214) 518-5967 Table A lteducdon of Ctsei�ance with Sp"Iffid Forme of Protection - t+Mers the relolred elearen".pith "a proll ' til n pe n appliance, MI eeeneelar, or elehte M Inchest -11 eh 13 Incites 9Inches 6lnches ... ream with smelled ProlecUen, Mehee Type or protection ipplleA to end ewer Io� all sarAcn of combustible material specified as the Use Col 1 far for _pp __ elesrances above a lienee or horleontat ttor 'and Co1e3 tee cleans. itoni apPilanee vortical ce'` n tor. and` wllhln the distance cl..wale.pith no IrotaAon 11� ,� �} ` �r Unale�wall metal p100, regolred plpres 4. 7, end s) We'll tilde" Sides A1dee sides end Above and Reit and and and Above Rear, Above Rear Above Reer Above Col. 3 Col. l Col. a Cul. 1 Rear Col. 2 Col. 1 Col. 2 Col. I Col. i Col. i (a) 34= in. thick maBoery well with- 11 _ 9 6 — S out 4entilited sir spice 24 (b) 42 in. tnaulitlon boiTd vver 1In. Ii 12 9 q 6 6 3 4 3 place Aber or mineret,0601 bolts 24 (0)0.024 sheet metil over fleas Aber of mineral wool batti feleforced with wire on rear face 19 12 9 G 6 4 5 3 3 3 with ventilated air spice (d) 3411 In, thick masonry wall with _ 12 _ 6 _ r, — 6 - 6 ventilated sir space (a) 0,024 Ahoot metal with vcnti- .� 14 tr 6 p 4 5 3 2 Table VI (contlnuid) ((��)) 0.024 sheet metal with ventl- filed air apace over 0.024 sheet metal ON ventilated air space 19 12 (h) 1 In. 01161 Aber or mineral wool 6atts aanovwriched between two sheets 0.024 sheet metal with van•3 3 !listed slr space. 18 12 . 9 6 6 4 5 J For til unites l inch 2.�1 cm NOTES APPLICADLE TO TABLE VI 1. Reduction of clearances from combustible materials shell not interfere with combustion sir, draft hood clearance and relief, and accessibility of Servicing. 2. All clearenebs @hill be measured from the outer surface of the combustible material to the lteareet point on the But• face of the appliance, dl@tellarding any intervening protec- tion ipplled to the combustible material. 3. SpeFore and ties shell be of noneombuetible material. No ipecer or IN shall be used directly oppoelteipplitinee or connector. 4. Where til( clearance roductlon gyiteine usinf s ventilated air ipace, adequate provision for hit circulation shall be pro• vlded is described. (5sc f4ures 7 dltd a.) S. There shall be it lea@! 1 Inch (2.5 cm) between ciehreet:e reduction system and combustible .wtills end celllnp foe i� isiductlon systems u@inj ventilated air space. 6. 1f a wall protector Is mounted on a 111111115 flat well away from corners, adequate air circulation may be provided by lesv- in f only the bottom and top edlies of only the side and top edges open with at least 1 Inch (2.5 cm) air gap. 7. Mineral wool baits (blanket or board) shell of mt) and e mum density of 11 pounds per cubic foot (128 kg p minimum meeting point of 1300'P (816•C). S. Insulation materiel used as pert of clearance reduction iye- tem shall have a thermal conductivity of 1.0 Btu Inch per square foot per hour =F (0.144 watts per meter -kelvin) or lees. 9. 7llers shall be at least 1 Inch (2.5 em) between the appli- ince and the protector. in no cele shall the clearance between the, appliance and the combustible surface be reduced below that allowed In the table. 10. All clearances and thicknesses ere minimum. larger clear- incei and thicknesses ate acceptable. a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT g2(1 S__ ASSESSOR PARCEL NUMBER ZONING ` ^ �/ BUILDING PERMIT OWNER TELEPHO..NEE SO, Fr, OCC. BUILDING VALUATION OWNER'S gJC ADORE G �y / G O //S / /S T 5t 6/4 CONTR TO R'S NAME - �S - 3 TELEPHONE 3333 TOWS MAILING ADDRESS' Z - 4:2-/� / C -6 Fireplace �ICONSTRUCTION LENDERUNKNOWN 3 ,2 e �6 � �A - . / , (/ Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.0 Permit Fee $ ARCN TOR4I]Nnn _ ` er/U LICENSE NO. Plan Checking Fee $ ,;L A;HIT CT ORR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or, heat pump water heater 23.00 LOT NO.SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 %< 0 0 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex ❑ Mobilehome O Other �" (/p — /�y sPECIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S Mobile Home S G I W @20.00 TYPE OF WORK N a wXfAddition O Remodel O .Utilities O Installation Cl Other O Describe Work: —— PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AOONS. ( a ACC. BLDS. ) 3.5C FTgp; NEW CONST.MULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) O 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) 6 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B 20 @ 1.000 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 -(valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, ..you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT )ling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ ntractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Ile X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" de/p and demolition or construction ofstructuresover 3 stories in heights Mobile Home Installation Fee$ Energy Inspection Fee $ OCC CONST. TYPE I TOTAL FEE $ �(o , HAZ. I D. FEES I IMP I FLOOD I COF 1, PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON /Dare! Receipt No. V — % pr% WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDENROD -APPLICANT F.H. usi. ONLY Poor Plan mach S,111 Io B.D- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i "zr ✓ 0 ���G �. , U►�D / G. %r Irl -% Owner Location AP/# Plan Approved for: Sewage Disposal t✓ Water Supply: Public ✓ Private Well Clearance for bedroom mobile home. Other �Q lti�� Si1Drx4ly% Hold final final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/92 �- /o- 9Y Date BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN Z�7-:::a-7 Firm Name C #f60 LELPM-0 ` &WIPE Address /--31 LIP, 15% s- ; CD , q� Nature of Business t✓ 10P66 6LO6- _SeM Contact Person g©&a�n7 &A Za ,� /T�Lr Phone # 343 • 6 D 3 B 1. Res your business or that of your tennants handle, store, or transport hazardous materials? NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at, st dard temperature 4 pressure), or formulation containing hazardous material? N-10 ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or Pool site? qNO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fu es, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. 4dOwner or Authorized Company Representative k" Signature/ (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE -Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER l� APN✓( �7 Firm Name G'f#(CC) 6GL, b J/�Z'i�aJ0�"�� Pc Address l3/ l& /e -P ��i 6W CD , CA, q-0/?,8 – Nature of Business —Wl44"bie 0/L,' , c, Contact Person AOI–A ZO^)/Phone # ' ¢3 '90 3 �S 1. Is your business or that of your tennants handle, store, or transport hazardous materials? ANO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at st ndard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. Is the business/facility/operation school site? Y -NO ❑ YES IF YES, name of school. to be located within 1000 feet or the outer boundry of a schodl.or Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fu es, vapors, or other volatile compounds?- NO 0 YES IF YES, contact the Butte County Air Pollution Com, trot District (916-891-2882) for permit requirements. Owner or Authorized Company Representativq/ 49 Lt'l BCEHD BCAPCD (Signature) (Date) E3 0 The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE - Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. BUTTE COUNTY SCHQOLS IMPACT FEE CERTIFICATION FORM (",,One FornfPer BuLilding) School District E/ Building Department No. A:P. Number Jurisdiction 0 City County Property Owner H Vt` �/gF�/y V In Property Location/Adldress Z /`o Subclivison Residential Lot No. Sq. Footage No. of Living MHI Addition Unit (Group R) s Foot -.9 q6 0 x New Addition (Including Exterior Roofed Areas) Building Department Represe (Floor Plans reviewed by School District Personnel) Date District Identification No. School District certifies thatr� (Applicant) 0 yy (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing_�'_��quare feet. School District Representative Paid by Check Number U rY Remarks: Bank Number Paid by Cash 11,:;72A1 Date If, subsequent t6the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) y","'7v • � eir�, ....� . � " . ,� y ';.-.�R-v -rr � •--: nr'-z �r�'..�-r.>---g ^-��yi"'.r-..:�sl�'Yr �atip�A-�{-T^�i+'+Mt't.'n '�'�?,S�(�"'��}�`�'.41r���' It""TYS+�'�Y'�:Jy'y,�"�`M'�.•'�'�� BUTTE COUNTYVCHOOLS IMPACT FEE CERTIFICATION FORM (One FornfP'er Building) School District cam-'[/� Building Department No.. A. P. NumberQ"/.��L?C1' . Jurisdiction � :City Y. •SP�/�/,/G.- FYI �� Property Owner. - County y Property Location/Address Subdivison Residential Development 0 No. of Living Units -Commercial/Industrial — - Bdilding Departme Lot No. 0 = Sq. Footage MHI Addition (Group R) Sq. Footage- New ootage New Addition '`w (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identifigation No.(1h / 66 0School District certifies that (Applicant) y3-808 (Street Address) (Phone Number) �� 9152�.h (City) (State) �+ (Zip Code) has complied with the requirements of Resolution No. -7 by payment of $ representing7� �� /O square feet. re�r Ge- a7 School D' trict Representative Date Paid by Check Number IQ Bank Number, _ Paid by Cash Remarks: If, subsequent to'the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on.the school district's schools. White (applicant), Yellow (building department), Pink. (school district) feeformmkl (4/92) To: William Farrel, Development Services Director From: John R. Henry, Plan Check Engineer Subject-: Masonic Lodge Plan Check Date: June 21, 1994 The purpose of this memo is to enlighten you to contributing factors that lead to a lengthy plan plan check process on the above referenced project. As you can see from the first plan check letter of 3/28/94, the first plan submittal was far below minimum standards in regard to UBC compliance. In fact, I believe this is the most extensive plan check letter that I have written in 5 years. Secondly, many clients have the delusion that their plans are the only plans in the process. The reality is that I cannot stop all other plan checks (and other tasks) and concentrate on one particular plan without interruption until its completion. To do so would cause disproportionate delays for the smaller projects. For the record, I not only plan check all commercial buildings for life safety and structural compliance, I also serve as supervisor of the plan check section. As you are aware we hired a new plan checker on 4/4/94 to serve as my assistant. Some of my time has been devoted to giving her training that is necessary for her to function efficiently. As you also know, I recently prepared and conducted a workshop on wood frame building design for architects and engineers. The workshop was intended to cover detailed requirements for engineered plans in order to expedite the plan review process. In order to prepare for the workshop, I had to come to work on several of my days off (fridays and sundays). The reason for this is that if I work on any "extra" activities during regular business hours, it tends to detract from my plan checking time which results in plan check delays. I feel that it is unfair for me to have to work on my own time to prepare a workshop intended to train architects and engineers who are required (by statute law) to know the material I am presenting. Furthermore, I will not conduct any more such workshops if the delays result in my having to explain plan check process chronologies or delays to my superiors. I would also being unable the pressure process. like to say that I am in the unique position of to take regular vacations with my family because of imposed by the clients to continue the plan check :l Memo to William Farrell, page 2 In five years I have not taken over a few days at a time. This I believe is unfair also. I should be able to take extended vacations like any other employee. As a last comment I would like to state that I strongly object to individuals who seek political solutions to engineering or code requirement problems. No amount of political maneuvering or pressure from higher authorities will resolve engineering problems or code requirements. To acquiesce to such pressure would be in violation of my own principles as well as the Business and Professions Code under which I am licensed as an engineer. Sincerely, John R. Henry Plan Check Engineer enclousure cc:. Mike Vieira, Building Division Manager Chico Masonic?Lodge Plan Check Process Chronology 6/21/94 1/18/94 - permit application made and plans received. I� 2/15/94 - plan check started. 2/17/94 - planning department clearance received. 2/23/94 - received red marked plans from State Fire Marshal 3/15/94 environmental health clearance received. l 3/24/94 - received fire sprinkler system, fire alarm, and hood approval from State Fire Marshal 3/28/94 - first plan check letter sent (see attached). ;I 5/16/94 --received resubmitted revised plans. 5/25/94 - land development/public works clearance received. 6/16/94 - decided to try to issue a "foundation.only" permit. 6/16/94 - second plan check letter sent by FAX (see attached). 6/16/94 - received pad compaction test results showing a lack of compliance with UBC minimum compaction and ASTM standards. Sent letter to contractor and soils engineer. 6/20/94 - received revised compaction report which did not ,address or resolve substandard compation test results. 6/21/94 - awaiting resolution of compaction report per conversation .with soils engineer. I !i j John R. Henry Plan Check Engineer �q¢-oi34 01-01L14 1- . F IRE SpR11V&LjR-.,qy STENS C-16-471944 xacN_ P.O. L� �� LOD►. CA 941 FIRE PROTECTi€3N, INC- TELEPHONE (209"- - ; +_ -,00 i;Ii"�i a �% tC.,aii;�,llaiions For Chico Masonic Temple West East Avenue Chico, Ca Date- -2/1-41/94 Jeb Number- 9330 Design Data- a i, cura ji„ ra ' ° i i _ }l} - ��__Sa��1-,a�90� i���a�� i--aaz uM Density j-1 c1, C.P. .1% . Ft - Area of Application 1,08.7 i=t Co eraqe per �priniaer � ' t' Sq- Ftt No_ of ;Sprinklers Calculated �r2 Total; aterRequireid x;95 ; C_P.Ndi. OOFESslo .••r��� E.. ��F �••. Fpm No 'T 104E 'r titiFPRO?EO���•' 94OF CALIFOR�\ I SUBMITTAL SERIAL NO:2383HY2 CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO, CALIF. FIRE SPRINKLER REMOTE AREA .10 DENSITY / REMOTE 3087 SQ.FT. -100 GPM ADDED FOR HOSE REQUIREMENT FLOW TEST RESULTS STATIC RESIDUAL AT 2310.0 GPM ELEVATION OF TEST 4.00 FT PRESSURE AVAILABLE AT 695.5 GPM SUMMARY OF SPRINKLER OUTFLOWS a`flt Sl_ 02-13-1994 PAGE 1 80.00 PSI 32.00 PSI 76.52 PSI ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 100 21.73 14.82 5.60 15.05 101 21.36 14.82 5.60 14.54 102 20.93 14.82 5.60 13.97 103 19.60 14.82 5.60 12.25 104 19.20 14.82 5.60 11.76 105 17.38 14.82 5.60 9.63 106 17.02 14.82 5.60 9.24 107 16.28 14.82 5.60 8.45 108 15.95 14.82 5.60 8.12 109 15.28 14.82 5.60 7.45 110 14.82 14.82 5.60 7.00 112 20.09 14.82 5.60 12.87 113 21.34 14.82 5.60 14.52 114 19.03 14.82 5.60 11.55 115 19.65 14.82 5.60 12.32 116 18.71. 14.82 5.60 11.16 117 19.85 14.82 5.60 12.57 118 19.43 14.82 .5.60 12.04 119 18.90 14.82 5.60 11.39 120 18.58 14.82 5.60 11.01 121 17.88 14.82 5.60 10.20 122 17.68 14.82 5.60 9.97 123 19.26 14.82 5.60. 11.82 124 20.18 .14.82 5.60 12.99 125 18.94 14.82 5.60 11.44 126 17.95 14.82 5.60 10.28 127 17.07 14.82 5.60 9.29 128 16.14 14.82 5.60 8.30 129 18.69 14.82 5.60 11.14 130 20.12 14.82 5.60 12.91 131 17.61 14.82 5.60 9.89 a`flt Sl_ 02-13-1994 PAGE 1 80.00 PSI 32.00 PSI 76.52 PSI SUBMITTAL SERIAL NO:2383HY2 CHICO MASONIC TEMPLE WEST EAST AVENUE , CHICO, CALIF. SUMMARY OF -SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 132 18.82 14.82 5.60 11.29 TOTAL WATER REQUIRED FOR SYSTEM 595.48 GPM OUTFLOWS AT 2 100.00 GPM TOTAL WATER REQUIREMENT 6.95.48 GPM PRESSURE REQUIRED AT 0 72.95 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.077 PSI MAXIMUM VELOCITY IN PIPES 16.46 FPS 02-13-1994 PAGE 2 i SUBMITTAL SERIAL NO:2383HY2 02-13-1994 PAGE 3 CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO, CALIF. FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 108 110 1.049 L 10.50 0.1047 PT 7.00 (110) Q 14.82 F=0 F 0.00 PE 0.02 BN1 C100 T 10.50 PF 1.10 106 108DQ' 15.95 1.380 L 10.50 0.1064 PT 8.12 (108) Q 30.77 F=0 F 0.00 PE 0.02 BN2 C100 T 10.50 PF 1.12 104 106DQ 17.02 1.380 L 10.50 0.2404 PT 9.26 (106) Q 47.80 F=0 F 0.00 PE 0.02 BN3 C100 T 10.50 PF 2.52 .102 104DQ 19.20 1..610 L 10.50 0.2119 PT 11.80 (104) Q 67.00 F=0 F 0.00 PE 0.02 ' BN4 C100 T 10.50 PF 2.22 100 102DQ 20.93 2.067 L 10.50 0.1038 PT 14.04 (102) Q 87.93 F=0 F 0.00 PE 0.02 BN5 C100 T 10.50 PF 1.09 45 100DQ 21.73 .2.067 L 14.70 0.1561 PT 15.15 (100) Q 109.66 F=T F 7.00 PE 0.03 BN6 C100 T 21.70 PF 3.39 25 45 2.067 L 4.00 0.1561 PT 18.57 ( 45) Q 109.66 F=T F 7.00 PE 1.73 NR2 C100 T 11.00 PF 1.72 20 25 4.026 L 11.70 0.0061 PT 22.02 ( 25) Q 109.66 F=0 F 0.00 PE 0.02 NC C100 T 11.70 PF 0.07 ------------------ PT 22.11 ( 20) 127 128 1.049 L 8.00 0.1226 PT 8.30 (128) Q 16.14 F=0 F 0.00 PE 0.02 BN1 C100 T 8.00 PF 0.98 126 127DQ 17.07 1.380 L 8.00 0.1225 PT 9.30 (127) Q 33.21 F=0 F 0.00 PE 0.02 BN2 C100 T 8.00 PF 0.98 124 126DQ 17.95 1.380 L 10.00 0.2726 PT 10.30 (126) Q 51.16 F=0 F 0.00 PE 0.02 BN3 C100 T 10.00 PF 2.73 64 124DQ 20.18 1.610 L 2.00 0.2380 PT 13.05 (124) Q 71.34 F=T F 6.00 PE 0.00 BN4 C100 T 8.00 PF 1.90 PT 14.95 ( 64) . 'i SUBMITTAL SERIAL NO:2383HY2 02-13-1994 PAGE 4 CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO, CALIF. FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI ------------------ 130 132 1.049 L 10.00 0.1629 PT 11.29 (132) Q 15.82 F=0 F 0.00 PE 0.02 BN1 C100 T 10.00 PF 1.63 64 130DQ 20.12 1.380 L 8.00 0.1645 PT 12.94 (130) Q 38.94 F=T F 4.00 PE 0.02 BN2 C100 T 12.00 PF 1.97 54 64DQ 71.34 2.067 L 2.50 0.1578 PT 14.93 ( 64) Q 110.28 F=T F 7.00 PE 1.08 NR1 C100 T 9.50 PF 1.50 53 54 4.026 L 12.00 0.0061 PT 17.51 ( 54) Q 110.28 F=0 F 0.00 PE 0.02 NC C100 T 12.00 PF 0.07 PT 17.60 ( 53) ------------------ 91 131 1.049 L 7.16 0.1442 PT 9.89 (131) Q 17.61 F=T,E F 5.00 PE 2.81 SG C100 T 12.16 PF 1.75 89 91 1.049 L 10.00 0.1442 PT 14.45 ( 91) Q 17.61 F=0 F 0.00 PE 0.02 BN1 C100 T 10.00 PF 1.44 PT 15.91 ( 89) ------------------ 89 129 1.049 L 7.16 0.1608 PT 11.14 (129) Q 18.69. F=T,E F 5.00 PE 2.81 SG C100 T 12.16 PF 1.96 53 89DQ 17.61 1.380 L 7.50 0.1445 PT 15.91 ( 89) Q 36.30 F=T F 4.00 PE 0.02 BN2 C100 T 11.50 PF 1.66 PT 17.59 ( 53) 85 125 1.049 L 7.16 0.1649 PT 11.44 (125) Q 18.94 F=T,E F 5.00 PE 2.81 SG C100 T 12.1.6 PF 2.01 83 85 1.380 L 10.00 0.0434 PT 16.26 ( 85) ' Q 18.94 F=0 F 0.00 PE 0.02 BN1 C100 T 10.00 PF 0.43 PT 16.71 ( 83) ------------------ 83 123 1.049 L 7.16 0.1700 PT 11.82 (123) Q 19.26 F=T,E F 5.00 PE 2.81 SG C100 T 12.16 PF 2.07 SUBMITTAL SERIAL NO:2383HY2 02-13-1994 PAGE 5 CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO, CALIF.., FROM.TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 53 83DQ 18.94 1.380 L 1.50 0.1587 PT 16.70 ( 83) Q 38.20 F=T F 4.00 PE 0.00 BN2 C100 T 5.50 PF 0.87 52 53DQ 146.58 4.026 L 5.66 0.0159 PT 17.57 ( 53) Q 184.78 F=0 F 0.00 PE 0.02 NC C100 T 5.66 PF 0.09 ------------------ PT 17.68 ( 52) 82 122 1.049 L 5.00 0.1451 PT 9.97 (122) Q 17.68 F=T F 4.00 PE 2.16 SG C100 T 9.00 PF 1.31 80 82 1.049 L 8.00 0.1451 PT 13.44 ( 82) Q 17.68 F=0 F 0.00 PE 0.02 BN1 C100 T 8.00 PF 1.16 ------------------- PT 14.62 ( 80) 80 120 1.049 L 5.00 0.1591 PT 11.01 (120) Q 18.58 F=T F 4.00 PE 2.16 SG C100 T 9.00 PF 1.43 78 -80DQ 17.68 1.380 L 8.00 0.1442 PT 14.60 ( 80) Q 36.26 F=0 F 0.00 PE 0.02 BN2 C100 T 8.00 PF 1.15 PT 15.77 ( 78) 78'118 1.049 L 5.00 0.1729 PT 12.04 (118) Q 19.43 F=T F 4.00 PE 2.16 SG C100 T 9.00 PF 1.56 52 78DQ 36.26 1.380 L 2.00 0.3189 PT 15.76 ( 78) Q 55.69 F=T F 4.00 PE 0.01 BN3 C100 T 6.00 PF 1.91 ------------------ PT 17.68 ( 52) -76 116 1.049 L 5.00 0.1612 PT 11.16 (116) Q 18.71 F=T F 4.00 PE 2.16 . SG C100 T 9.00 PF 1.45 75 76 1.049 L 8.00 0.1612 PT 14.77 ( 76) Q 18.71 F=0 F 0.00 PE 0..02 C BN1 C100 T 8.00 PF 1.29 PT 16.08 1 75) 75 115 1.049 L 5.00 0.1765 PT 12.32 (115) 4 Q 19.65 F=T F 4.00 PE 2.16 SG C100 T 9.00 PF 1.59 SUBMITTAL SERIAL NO:2383HY2 02-13-1994 PAGE 6 CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO, CALIF. FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 52 75DQ 18.71 1.380 L 6.00 0.1600 PT 16.07 ( 75) Q 38.37 F=T F 4.00 PE 0.01 BN2 C100 T 10.00 PF 1.60 51 52DQ 240.47 4.026 L 14.00 0.0341 PT 17.68 ( 52) Q 278.84 F=0 F 0.00 PE 0.02 NC C100 T 14.00 PF 0.48 PT 18.18 (, 51) . 119 121 1.049 L 8.00 0.1483 PT 10.20 (121) Q 17.88 F=0 F 0.00 PE 0.02 . BN1 C100 T 8.00 PF 1.19 117 119DQ 18.90 1.380 L 8.00 0.1480 PT 11.41 (119) Q 36.78 F=0 F 0.00 PE 0.02 BN2 C100 T 8.00 PF 1.18 61 117DQ 19..85 1.380 L 2.00 0.3289 PT 12.61 (117) Q 56.63 F=T F 4.00 PE 0.01 BN3 C100 T 6.00 PF 1.97 ------------------ PT 14.59 ( 61) 112 114 1.049 L 8.00 0.1664 PT 11.55 (114) Q 19.03 F=0 F 0.00 PE 0.02 BN1 C100 T 8.00 PF 1.33 61 112DQ 20.09 1.380 L 6.00 0.1659 PT 12.90 (112) -Q 39.12 F=T F 4.00 PE 0.01 BN2 C100 T 10.00 PF 1.66 51 61DQ 56.63 2.067 L 5.00 0.1215 PT 14.57 ( 61) Q 95.76 F= -P F 7.00 PE 2.16 NR C100 T 12.00 PF 1.46 50 51DQ 278.84 4.026 L 14.00 0.0590 PT 18.19 ( 51) Q 374.59 F=0 F 0.00 PE 0.02 NC C100 T - 14.00 PF 0.83 PT 19.04 f 50) 111 113 1.049 L 8.00 0.2056 PT 14.52 (113) Q 21.34 F=0 F 0.00 PE 0.02 BN1 C100 T 8.00 PF 1.64 60 111 1.380 L 6.00 0.0541 PT 16.18 (111) Q 21.34 F=T F 4.00 PE 0.01 BN2 C100 T 10.00 PF 0.54 50 60 2.067 L 5.00 0.0076 PT 16.73 ( 60) Q 21'.34 F=T F 7.00 PE 2.16 NR C100 T 12.00 PF 0.09 SUBMITTAL SERIAL NO:2383HY2 02-13=1994 PAGE 7 K CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO,.CALIF. FROM TO FLOW DIAM. EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 35 50DQ 374.59 4.026 L 18.34 0.0653 PT 18.98 ( 50) Q 395.93 F=0 F 0.00 PE 0.02 NC C100 T 18.34 PF 1.20 15 35 4.026 L 1.75 0.0653 PT 20.20 ( 35) Q 395.93 F=T,E F 21.00 PE 0.76 NC C100 T 22.75 PF 1.49 ------------------ PT 22.45 ( 15) 107-109 1.049 L 9.00 0.1108 PT 7.45 (109) Q 15.28 F=0 F 0.00 PE 0.02 BN1 C100 T 9.00 PF 1.00 105 107DQ 16.28 1.380 L 10.50 0.1115 PT 8.47 (107) Q 31.56 F=0 F 0.00 PE 0.02 BN2 C100 T 10.50 PF 1.17 103 105DQ 17.38 1.380 L 10.50 0.2510 PT 9.66 (105) Q 48.94 F=0 F 0.00 PE 0.02 BN3 C100 T 10.50 PF 2.64 101 103DQ 19.60 1.610 L 10.50 0.2210 PT 12.32 (103) Q 68.53 F=0 F 0.00 PE 0.02 BN4 C100.T 10.50 PF 2.32 40.'101DQ 21.36 2.067 L 14.70 0.1081 PT 14.66 (101) Q 89.89 F=T F 7.00 PE 0.03 BN5 C100 T 21.70 PF 2.35 20 40 2.067 L 8.00 0.1081 PT 17.04 ( 40) Q 89.89 F=T F 7.00 PE 3.46 NR2 C10.0 T 15.00 PF 1.62 15 20DQ, 109.66 4.026 L 22.30 0.0184 PT 22.12 ( 20) Q 199.55 F=0 F 0.00 PE 0.02 NC - C100 T 22.30 PF 0.41 10 15DQ 395.93 4.026 L 60.50 0.1390 PT 22.55 ( 15) Q 595.48 F=T F 14.00 PE 0.07 FM1 C100 T 74.50 PF 10.36 5 10 4.026 L 30.70 0.1390 PT 32.98 ( 10) Q 595.48 F=CV,GV F 17.00 PE 2.38 FR1 C100.T 47.70 PF 6.63 2 5 4.026 L 4.50 0.0992 PT 41.99 ( 5) Q 595.48 F=0 F 0.00 PE 1.95 FR C120 T 4.50 PF 0.45 SUBMITTAL SERIAL NO:2383HY2 CHICO MASONIC TEMPLE WEST EAST AVENUE CHICO, CALIF. 02-13-1994 PAGE 8 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN-. PIPE PSI/FT SUMMARY LEN/FT PSI 1 2DQ 100.00 4.155 L 250.00 0.0852 PT 44.39 ( 2) Q 695.48 F=E,EE/GV,CV F 59.00 PE 1.73 UN1 C140 T 309.00 PF 26.33 0 1 8.325 L 75.00 0.0029 PT 72.45 ( 1) Q 695.48 F=2T,GV F 116.00 PE 0.00 UN C140 T 191.00 PF 0.55 PT.73.00 ( 0) PRESSURE AVAILABLE AT NODE 0 AT 695.5 GPM. 76.5 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.077 PSI MAXIMUM VELOCITY IN PIPES 16.46 FPS .UI-HUt: Uf- I HE STATE FIRE MARSHAL 4 Williaiisburg, Lane, Suite 3 LFiico, California 95926 (916) 895-4312 ATSS 459-4312 TO: PLAN REVIEW TRANSMITTAL ICL 6r2-) A'J e Lo ato ors -et FACILITY NAME: FACILITY ADDRE cfS `.I`1 u�noH� rt.n wr.�u�u COUNTY OF BUTTE BUILDING; DEPT fil- L 12 19:-54 DATE:y- OSHPD: CSFM: i C1C-!5 PROJECT DESCRIPTION: 5- A Cq—( L �, As requested, we have reviewed []Plans []Specifications []Change Order. []Addendum []Instructional Bulletin for the project listed above to determine conformance with the fire and life safety standards of Titles 19 and 24, California Code of Regulations. By copy of this transmittal we are: advising you that the items listed above were found to be In accordance with the applicable provisions of Titles 19 and 24.�- [J returning the items listed above to you for review. Consideration must be given to all comments noted in red pencil on the documents. [J requesting that you contact our office at the telephone number listed above for an appointment for our stamp of approval or back -check. Nothing ino'ss 'l be construed as encompassing structural integrity. Approval of this. plan does not authorize or roor deviation from applicable regulations. Final approval is subject to field inspection. Deputy Ptale Fire Marshal cc: [] Fire Department I ,[]Building Department co [J Facility Administrator {] OSHPD [] Other [) Other [J Other CSFM Regional Office_ []Coastal []Southern [J Field File . t, ' ��^C ,DSC"'' -••-_ . .,,�•.�:. B, l to - LAND 0 FDe� & T bf Y�eW�lb�i�eIft S&Vi e%A U T Y PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 June 30, 1992 Chico Leland Stanford Masonic Temple Association 3753 Morehead Avenue Chico, CA 95928 CERT=D MAEL Re: Use Permit, AP 042-070-083 Gentlemen: Enclosed is your validated Use Permit No. 92-03 to allow the construction of a Masonic Lodge building as a Quasi -Public use on property zoned A-5 located at the northwest rnmar of Nnrii A..o... —A r.._-. .._. , w v .o da ru a M. �0 15 � 0– ra c � Dw > > y cr.ENa a Uzcc, � a N Qotx • 4 li b a v rn ro ul 3 � � rl N v � �C m U d d 0.� > o� N a O �1 Ci d li Z t O L p O U o M N Q "�'m ar m n o ro 8 d 5 O M ,i Z In .,..I o o m ¢ E C U d M / � O t/ C C N d G 41 m >> `� d A Zia Q lL H g v� 8 a e U �n ¢ ¢? ¢ 0 ro 0661 aunt ooge WJOd Sd atter, please contact this office between USE PERMIT BUTTE COUNTY PLANNING COMMISSION C7 June '30 , 1992 DATE: (Certified Mail Rec.) 92-03 PERMIT NO. AP 042-070-083 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Chico Leland Stanford Masonic Temple Assoc. is hereby granted a Use Permit in accordance with application filed: February 24, 1992 to allow .the construction of a. Masonic Lodge building as .a . Quasi -Public use on property zoned A-5 located at the northwest comer of Nord Avenue and East Avenue, CHico, was s approved subject to the following conditions. - 1. Failure to comply with the conditions specified herein as .the. basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed by the Permittee within 12 months .of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has. been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, 'the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this ' permit shall run with the land and shall be binding .upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: 1. Outdoor activities shall not commence before 7 a.m. nor continue past 9:30 p.m. No amplified music shall be allowed outdoor. 2. Outdoor lighting, if installed, shall be shielded or directed away from neighboring residential uses. 3. Meet the requirements of Section 24-33 of the Butte County Code regarding parking. Meet the requirements of the Butte. County Department of Public Works including x- I the installation frontage improvements to urban standards and a permanent solution to drainage. 5. Meet the requirements of the Butte County Environmental Health Department. 6. Where possible, retain, maintain, and incorporate existing mature trees into the landscaping. 7. Install a 5 ft. to 6 ft. high solid board fence along the westerly property line at such time the adjacent parcel further divides. 8. At the time of building permit application, pay all impact fees applicable to the Chico Urban Area including traffic and recreation fees. 9.. the property owner shall participate in drainage and sewer assessment districts formed to meet the requirements of the Bell -Muir EIR -and. hook up to said - facilities when available. - CProvide a 100 ft. building setback on the north andest property lines. 11. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, ' and that I agree to abide fully by said conditions. Dated: -10-52- Applicant NOTE: 'Issuance of this Use Permit does -not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. - z22 67Y6,`)_ v «'. Butte County Planning Commission Chairman CC: Department of Public Works (2) Health Department Department of Forestry COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) /� 2 Bldg. Permit A. P. # - Plan Checker Date Y• Z /S A. GENERAL �- /Y Zoning requirements, Planning approval. © Valuation. ""boa 15j- - TYKE V ' / -11P- Plans signed by engineer or architect. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc.). Improvements or drainage, Land Development approval. OWNER CyleO 4ft*S0 //G I 1 i� G L 10/92 B. PLOT PLAN Complete parcel size and dimensions. - Setbacks, sideyards, easements, etc. ,-3' Other buildings or structures. 4. Grading, fills, drainage. ��. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-combust- ible, and foundations). FAU & FAS road setback.. Building or utilities across lot lines (Lot ager) C. OCCUPANCY REQUIREMENTS Building use meeT TIAIG Occupancy Group ZI2 • Type of Construction V,�. Building floor area 17, 56 $ Occupant Load q7 Basic allowable floor area sq. -ft. Total allowable sefloor area S/n� � �/ i�W/N'/ C Basis for increase v /� J Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). Area separations (Sec. 505). �+� Firewalls due to location on property (Sec. 504). •' Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). Ventilation and special hazards requirements (Chapter 6-12). Automatic fire sprinkler system. (Chapter 38). Fire alarm systems (09 Sections of Chapters -6-12). 10 Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). 1:0 Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies J-2'. Smoke detection system. • ` CDF or(� Plan Review. 14j Electrica Code Requirements (Medical Art. 517, b y Art. 518, other 500's) Physically handicapped requirements (Title 2 16. Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). Parapet walls (Sec. 1710). - 3. Toilet room floors and walls (Sec. 510). ..Er: Guardrails (Sec. 1712). --5--.-Detailed types of construction requirements �� Proper roof pitch for roof covering (Chapter (Chapters 17-22).- 32). D. TYPE OF CONSTRUCTION REQUIREMENTS - Continued Attic access and ventilation (Sec. 3205). n C8� Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). � Stages and platforms (Chapter 39). Interior wall and ceiling finish,(Chapter.42)`. Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap.. 43).. Wall and ceiling covering installation (Chapter 47). L4:" Glass, glazing, Human Impact - Safety Glazing (Chapter 54). >_5 Foam Plastic (Sec. 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3302 & 03) Post occ. load etc.). Number of exits, width and locations (Sec. 3303). <9� Doors (Sec. 3304). _-4'. Corridors and exterior exit balconies (Sec. 3305). Stairways,,,rise and run, -width, winders, and construction (Sec. 3306). �!. Horizontal 'exit' *,(Sec: ' 3308) . ' ' iY. Exit and smokeproof enclosures (Sec. 3309.& 3310). Exit signs and illuminations (Sec. 3313 & 14). Aisles and seating (Sec. 3315 & 16). Exits for occupancy groups A-E (Sec. 3317 & 3320). Floor level exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REOUIREMENTS 11�.Masonry chimney (Chapter 37). C 2 Vender, -(Chapter 30) . 3.- Special inspection per UBC Sec. 306. (a) High Strength Bolting (b) Field Welding , (c) Masonry (full stress) (d) Concrete (fc � 2500psi) ,,4! Special Certifications - Mill Certificates Expansive soil - Special design .�s Cut/Fill slopes, compaction tests, grading Noise requirements (Planning, App. Chap. 35). �! Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS 1. Complete calculations, correct desi n criteria. 2. Complete shear transfer details, roof to oundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear ( steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER t .._ ; �; I' .,, • `.. rye ��.� r.; �' jy '' •'� Z '=.:x'? �! ,ff N t3 18-B County Center Drive Oroville, CA 95965 (916)538-7282 FAX (916) 538-2165 1469 Humboldt Road Chico, CA 95928 (916) 891-2727 FAX '(916) 895-6512 C] 7 County Center Drive Oroville, CA 95965 (916) 538-7281 FAX (916) 538-2140 BEAUTY 3 K 0 747 Elliott Road Paradise, CA 95969 (916)872-6308 3-31-94 Slater and Son RE: Chico Masonic Hall 3753 Morehead Ave. Kitchen Plan Approval Chico, CA 95928 W. East Ave, Chico THIS LETTER SHALL BE CONSIDERED PART OF THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. A COPY OF THIS LETTER SHALL BE ATTACHED TO THE APPROVED PLANS. The plans for the construction of the above food facility have been reviewed for compliance with the California Uniform Retail Food Facilities Law and are approved with the following CORRECTIONS, UNDERSTANDINGS, and ADDITIONS: 1. Provide a food shield that intercepts a direct line between customer's mouth (54"-6011) and all food displayed at salad bar or buffet (if any). 2. All equipment shall be National Sanitation Foundation (NSF) approved or equivalent and suitable for its intended use. Most domestic equipment is not acceptable. All equipment shall be installed so as to facilitate cleaning. Provide adequate facilities (shallow pans, adequate metal racks, adequate refrigeration) for rapid cooling of potentially hazardous foods. 3. Counter tops shall be smooth and impervious. Cabinet/counter structures shall be of easily cleanable, non-absorbent, tight fitting construction. 4. Provide hot and cold running water from a mixing faucet at all sinks. Hot water shall be available to all faucet within 30 seconds. If auto shut-off valves are used at handsinks, such valves shall leave warm water freely flowing for at least 10 seconds. 5. Provide indirect sewage connection for wet bar (if ice bin). 6. Pipes and conduits shall be enclosed wherever possible. Where such pipes and conduits are exposed, they shall be at least six (6) inches off the floor. 7. Water shall be from an approved source. 11• A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW Chico Masonic Hall Kitchen Plan Approval 3-31-94 page two 8. Provide soap and sanitary towel dispensers (or hot air blowers) at all handwashing sinks. 9. It is understood that a capitiveair ND hood will be installed over cooking equipment.. Make- up air shall be,equal to exhausted :air and discharged so as not to adversely affect hood performance. Provide smooth; easily cleanable, *`durable, non-absorbent floor that is in good repair and that extends up the walls and cabinets -.4t least 4 inches forming a minimum 3/8 in. radiuscove at the floor/wall and -floor/ cabinet junctures in walk-in coolers antry/storeroom, and wet bars. Top set coving is not acceptable. �:ysr NSF approved coving (from walk-in manufacturer) may be used on ,smooth, sealed concrete floor in walk-in cooler/freezer. It is :understood that ceramic and quarry tile base is coved. X1'1. It is understood that pantry/storeroom walls will be smooth washable gypsum board. 1'2 Provide separate lockers'or cabinets for storage of employees t'• t'` ;r.. personal belongings. Provide tight fitting,. self-closing exterior and restroom -...r.,•,doors. The building shall be rodent and insect proof. Screen all openable windows. 14. Lighting shall be easily cleanable and have shatter proof shields in kitchen and walk-in cooler/freezer. 15. Meet all other applicable requirements of C.U.R.F.F.L. Submit application and fee for health "Permit 'To Operate" and obtain such -permit prior to opening. Call for an inspection by this Department when most of the work is completed, and then for a final. Allow time between preliminary inspection and opening date to correct.any an ,•, y previously found violations. Inspections can only :,•. be performed monday-thursday. •If you have any questionsplease call this office 8-9:00 A.M. weekdays. Sincerely,, Mike Boian, R.E.H.S. Supervisor-Food/Pool Program CC: Butte Co. Building Dept. Robert Heaton Count suite, LA`1-D NATURAL WEALTH AND 3 AUT! BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Robert Heaton 2044 Palm Avenue DATE. 3/28/94 Chico, CA 95926 RE: Masonic Temple A.P: - 042-070-197 B.P.# 94-0134 With reference to the above subject, attached is: [ X] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: ... [ X] Comply with plan check list [ X] Resubmit plans with revisions as required ['X] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Slater and Sons 3753 Moreheae. Avenue Chico, CA 95926 John R. Henry Plan Check Engineer FILE COPY ♦ l Permit Applicant: Chico Masonic Hall Date: 2/28/94 Permit # 94-0134 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications,'and calculations as follows: 1. Revise the'' occupant loading of the lodge rooms per Table 33A. The occupant load factor for lodge 'rooms is 7 square feet per .occupant. The occupant load factor for platforms is 15 square feet per occupant. Rea n pe/L M U 2. Sec.522(e)!of Title 24 requires that floors be at a common level throughout,' or shall be connected by ramps or lifts. All raised platforms must be accessible to the physically disabled. Door number 39 must be 20 minute rated. Provide specifications and �approval listing for -one hour suspended ceiling in the kitchen. S/yT S1z VIYOwS / i/t. SuSl�ol Ce-lel'OVG Item 10 of the Special Conditions of the Use Permit requires 100'building setback* from the west property line. The plan shows 98'. Fire sprinkler contractor must apply for fire sprinkler permit prior to building permit issuance. Submit shop drawings for review by the State Fire Marshal. 1M#1_1AV4t5V xY -�m Contact Butte County Public Works (Stuart Edell) regarding drainage and improvement requirements. 8. In addition to the exit signs required by UBC Sec.3314, the plans must indicate floor level exit signs as required by Section 3314(e) of Title 24. Specify draft stop material in detail G/Al2. The plans must indicate class II pipe and ho equirements / per UBC Sec.3805(d) and Table 38- �(�� TE/Z ;1/1 1. Plans must 'indicate compliance with through penetration requirements of UBC Sec.4304. (5 -TAMP) 12 Provide specification and approval listing for recessed light fixture to be used in the one-hour ceiling membrane. Plans must indicate location and type of draft stops required to divide the concealed soffit per UBC Sec.2516. Plans must indicate occupant load signs per UBC Sec.3302(c) MUST SOeCIF=Y &cC41A.fA17_ 4/,040. 0 yec, Le7TT1F--K Gj1,*31qtr 5 15. Plans must indicate that exit doors must be openable from the inside without the use of a key, special knowledge, or effort, per UBC Sec.3304(c). Plans must indicate a separate source of power for exit illumination per UBC Sec.3�13. Ox- SOBS CstGC c4 SS 4 R,mv _ Note on plans that a minimum Class B roof covering is required. Provide specifications for roof covering and indicate slope of flat roof. 18.' Specify type of veneer qan�cho:r�edor adhered) as well as means of attachment to building per Sec.3005 or Sec.3006. Note on plan that all exit doors must have panic hardware per UBC / Sec.3317(d). �Q Submit shop drawings for Type I kitchen hood Submit plans.to State / Fire Marshal for review. ;4VA24 W 4V sF,7 XRestrooms shown on sheet B-1 do not have a clear unobstructed access of not. -less than 44 per Title 24. Plans 'must show fire alarm system required per UBC Sec.609 and Article 14 of the'Uniform Fire Code. Submit shop drawings for review by the State Fire Marshal. S �.X. .Provide a note on the plans which indicates that construction shall comply with Article 518 of the 1990 NEC. Detail 3/S-2 does not comply with UBC Sec.4304(c). 2 Note location and size of attic access on plans. Plans must include roof drainage system per UBC Sec.3207, size of roof drains and overflows. XProvide manufacturers listing and installation procedure dampers. Submit to State Fire Marshal for review. electrical /vn?w ew,;W including for -fire Provide shop drawings for fire suppression system required at kitchenhood. Submit to State Fire Marshal for review. RaME-5 29. YProvide construction details of walk in freezer. If foam plastic is used, construction must comply with UBC Sec.1713. NOT 94f& 17740 - s 30. Provide complete specifications on plans for all structural materials. Engineering calculations must have complete design criteria. See enclosed sheet regarding. engineering calculations submitted to Butte County. The calculations must demonstrate the load which governs (wind or seismic) and design for the governing load accordingly. T7&�,C /l2� ���i/x4e_r y 3Y S�ifit IQ The cover sheet indicates a design wind speed of 90 MPH. The trusses appear to be designed for 75 MPH. Coordinate designs or clarify intentions. 33 The truss appears to be designed according to the ASCE 7-88 Code. Butte County is governed by the 1991 Uniform Building Code. Revise accordingly. Some truss shop drawings appear to be altered with "white out". Butte County will only accept unaltered, wet stamped and signed truss drawings. 35. Every truss detail which has a note indicating a connection required "by others" must be specifically addressed by either the truss engineer or the building engineer or architect. 'See enclosed policy letter regarding truss drawings. 36. Trusses must be designed to support HVAC equipment. The loading and location must be shown on the truss drawing. XTruss drawings must indicate plate sizes. / Coordinate truss design loading .and engineering calculations with load specified on sheet S2 of plans. Note double king studs at windows per calculations. Provide a .construction detail of the connection of truss M36 to supporting pipe column. 41. Truss engineer must design drag trusses for lateral loads indicated. Design must be for load coming from the roof diaphragm and resisted by the connections specified by the building engineer. 42. Clarify note on truss drawing which requires that overhangs be supported. No such support exists. Trusses must be designed to support cantilevered overhangs per plan. 43. Truss designer (or building engineer) must specify all hangers required at truss -to -truss connections. X Provide design calculations for footings F-14 through F-17. O e7rWC 7 45. It is .advisable. to use either _bolted connectionor straps at diaphragm chord splices which resquire excessive nails. UBC Sec. 2510(c) 3 prohibits nails spaced closer than the required penetration. Provide a footing at shear walls at line 1 which provides adequate support for holdowns and overturning forces. X ` Note STAB or SSTB bolts at holdowns per engineering calculations. Provide analysis of double top plate to support truss point loads between studs where studs are spaced at 16"o.c. and trusses are spaced at 24"o.c.. XProvide calculations for anchorage of light pole and flagpole to foundation for lateral loads per UBC Chapters 23 and 29. �1 4-1 Suite 011lZ y, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 June 16, 1994 D.H. Slater and Sons, INC. .3753 Morehead Ave. Chico, CA 95928 Subject: Compaction Testing at Masonic Lodge Dear Bruce:. ASTM Standard D1557 requires the following information to be reported: 1. Method used (Method A, B, C, or D). 2. Optimum moisture content. 3. Maximum density. 4. Description of rammer (whether manual or mechanical). 5. Description of appearance of material used in test, based on Practice D2488 (Test Method D2487 may be used as an alternative). 6. Origin of material used in test. 7. Preparation procedure used (moist or dry). UBC Sec. 7010(d) requires a minimum relative compaction of 90%. The submitted report indicates test results less than 90%. Clarify means of compliance with this requirement. If you have any questions, don't hesitate to contact me. Sincerely, John R. Henry Plan Check Engineer JRH:jln ?v C's L--I?--7 cc -z, - J CLAUDIA STUART Principal Planner c'. Land of Natural Wealth and Beauty DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DR. • OROVILLE, CA 95965(530) 538-7601 OR (530) 538-7541 MAIN (530) 538-7604 DIRECT (530) 538-5366 FAX WEBSITES: www.buttecounty.net/dds • www.buttegeneralplan.net E-MAIL: cstuart®buttecounty.net ANSUL R102 FIRE SUPPRESSION SYSTEM (NOT TO SCALE) SALES & SERVICE • AUTOMATIC FIRE SPRINKLERS ANSUL RESTAURANT FIRE SUPPRESSION SYSTEMS HALON -CO2 DRY CHEM SYSTEMS FIRE PROTECTIONI� ae �VROTecr1o� 41 ON" PRO T� 0 � H 1900 PARK AVENUE �2.6���' 0 CHICO. CA 95928 7 1 -800 -228 -FIRE ff C-16 a\ FAX (916) 893-0466 qlf 0F'C + LOCATION: Masonic Hall 1110 W. East Ave. Chico, Ca. 95926 CONTRACTOR: Hughes Fire Protection, Inc. 1900 Park Avenue Chico, CA 95928 (916) 8.93-0110 C-16 license no. 482869 EQUIPMENT LIST: ANSUL # 1 - 1.5 gallon Ansul R-102 Automan 79291 2 - Remote pull station (near exit) 4835 3 - Mechanical gas shut-off ----- 4 - 2WH duct nozzle (1) 78078 5 - 1N plenum nozzle (2) 56930 6 - 1W appliance nozzle (1) 56927 7 - 360' fusible link (2) 415742 8 - 1/2" EMT conduit -- 9 - 1/4" sch. 40 black pipe/fittings -- NOTES: ------------------------------------------------------------- 1. System to be installed per manufacturer specs, NFPA 17A-1990, & NFPA 96-1991. 2. 6 flows available on 1.5 gallon system, 5 flows required.._ 3. All liquid lines to be 1/4" schedule 40 black pipe. 4. 1/16" detection wire to be run in 1/2" EMT conduit for pull station, detectors, and mechanical gas valve. 5. Remote pull station to be located 45" to center from finished floor and near an exit from the kitchen. 6. Gas appliances and make up.air to shut down by system. 7. Authority having jurisdiction to witness test prior to certification. NOTE:—Ali tilareriuls S lrtrurx:nuns;;,p Jra :ii i o Aceordc rice with Recognize' Good Pracfi. es ons of a qua!:fy 'r,scrii�sd it ;c•� ,r, Efnifars:e l �ui.dir� �l�r`c .i�i�-d u.e e;± the the Nationaectrieai Code, tv9.chariccl Coles a�,f Mis set of Flans and specific-xtions -f' r51 be kept on the job of ag tamps vnsi it is unlr'Wful �O make anY changes or alferaf{ons on same withoiji written permission from fhe Deoarfinent of NiLt, Works, County of Rut+e. BUTTE COUNTY BUILDING DEPARTMENT APPROVED I ANSUL R102 FIRE SUPPRESSION SYSTEM (NOT TO SCALE) SALES &SERVICE • AUTOMATIC FIRE SPRINKLERS ANSUL RESTAURANT FIRE SUPPRESSION SYSTEMS HALON -CO2 DRY CHEM SYSTEMS FIRE PROTECTION 4 ,oTECTIO.,kit'\PE. PROlFO�?� (� n i 0 1900 PARK AVENUE = Tic. 482869 CHICO, CA 95928 FAX 916 93-0466 , 'c f9l 16 ��\P ( )r Cpl�FO f � 0 F1 LOCATION: Masonic Hall 1110 W. East Ave. Chico, Ca. 95926 CONTRACTOR: Hughes Fire Protection, Inc. 1900 Park Avenue Chico, CA 95928 (916)893-0110 C-16 license no. 482869 EQUIPMENT LIST: ANSUL # 1 - 1.5 gallon Ansul R-102 Automan 79291 2 - Remote pull station (near exit) 4835 3 - Mechanical gas shut-off ----- 4 - 2WH duct nozzle (1) 78078 5 - 1N plenum nozzle (2) 56930 6 - 1W appliance nozzle (1) 56927 7 - 360, fusible link (2) 415742 8 - 1/2" EMT conduit -- 9 - 1/4" sch. 40 black pipe/fittings -- COUNTV OF BUTTE BUILDING DEPT DEC 2 2 1:934 NOTES: ------------------------------------------------------------ 1. System to be installed per manufacturer specs, NFPA 17A-1990, & NFPA 96-1991. 2. 6 flows available on 1.5 gallon system, & flows required. 3. All liquid lines to be 1/4" schedule 40 black pipe. 4. 1/16" detection wire to be run in 1/2" EMT conduit for pull station, detectors, and mechanical gas valve. 5. Remote pull station to be located 45" to center from finished floor and near an exit from the kitchen. 6. Gas appliances and make up.air to shut down by system.. 7. Authority having jurisdiction to witness test prior to certification. - m Buford, Tom From: Buford, Tom Sent: Friday, October 19, 2001 1:41 PM To: . Pereira, Susan Subject: RE: Masonic Family Center t Susan: ,I spoke today with Dave Crawford, the Facility Manager. He says that they are fully aware their use permit does not allow amplified music outdoors, and that they have spoken with neighbors recently to discuss the Center's plans. He feels that 1F relations with the neighbors are under control. The President of the Center has spoken with Carl Durling regarding planning requirements at the site. I see no reason at this point to further monitor the situation. Let me know if you have additional questions. Tom -----Original Message ----- From: Pereira, Susan Sent: Tuesday, October 02, 20012:04 PM To: Buford, Tom Subject: Masonic Family Center Hello, Tom Thanks for the info and use permit for Masonic Family Center. A couple of additional things please? Did you ever send a letter to the Masonic Temple folks and if so, could we get a copy of it? You sent us a copy of the use permit (6-10-92). That's what's still in effect? No changes? Thanks Susan 1 Durling, Carl To: Pereira, Susan Subject: RE: Masonic Family Center Susan: 1) Yes, UP92-03 is the original permit issued for the Masonic Temple 2) 1 am not aware of any letter sent to Planning. I have been in Tele contact with property owners and with Masonic Temple President who is applying for a Use Permit to modify the original permit. 3) 1 shared with one or two property owners Use Permit 92-03. 1 have reviewed the proposed new site plan for the Masonic Temple as prepared by them. They have not submitted an application as yet, at least I'm not aware of one have encouraged both the neighbors and the Masonic Temple people to meet and discuss their mutual concerns. I believe they have met once or twice. Carl -----Original Message ----- From: Pereira, Susan Sent: Monday, October 29, 2001 10:32 AM To: Durling, Carl Subject: Masonic Family Center Carl, I have some questions and requests regarding the Masonic Family Center. 1) We have a copy of a Use Permit (6-10-92). Is this THE use permit that the Masonic Center is operating under? 2) May we have a copy of the letter sent to Planning (or sent to Masonic Center and cc'd to you) by the neighbors. 3) Can you fill rye--in-,on-err! er:e-y(_Li-are,with_this,_what infprmation you have received from dr shared with the — neighbors and the Masonic Center. Thank you, Susan. 'WHAN C Dedicated To Communications t F 1 r 3 LeBLANC COMMUNICATIONS INC. A MEMBER OF THE LeBLANC COMMUNICATIONS GROUP 3 LeBLANC COMMUNICATIONS INC. A MEMBER OF THE LeBLANC COMMUNICATIONS GROUP i Pacific Bell Mobile Systems 125' LSR-75 Tower and Platform SA-534-01 i i r ' t t a i 3 n LaIiI M 1 ASTM DESIGN SPEC. : EIA -222-F IR I F > o BASIC WIND SPEED : 90 MPHLa AND 78 MPH + 1 /2" ICE z si a o o A36 A325 CLIMBING LADDER tn C-4 to a �ao 6-3"CL t WAVEGUIDE 13 oo � 125' LADDER �oz c c z 120' W) a0 o INTERIOR BRACING oI o o (NONE REQUIRED) J lal V) \ 9 U 2 N co U-) 100' c� `" ^ m m X I a W d mo =J NN 11 Qcr JV) �/) YN d d C2 s m m W" CIO IN, aF Oo c s '- V 1.0 \CK X iummzo r N N X S _j�wm W= C z 8O' dmNu alp C14 00 y0r 51e� 0Lo w �_ 1 2 a _ J 0 I I � �. 60' d ow .. ANTENNA LIST N \_ Z) 2� NO EL ANTENNA COAX Li w 0 1-6 TOP (6)-DB961 DD90E (24)-7/8" N J TOP LCI PLATFORM w z 7 100' 2' STD. DISH NO RADOME 1/2" 0 z z I 40' / 1 8 100' 2' STD. DISH NO RADOME 2' � \ I I - INSIDE CLIMBING LADDER Q 0 04 X - - FACE MOUNTED WAVEGUIDE LADDER N \ - COAX ASSUMED TO BE ALL ON SINGLE o WAVEGUIDE LADDER IN A BACK-TO-BACK OJ J CONFIGURATION. MAXIMUM OF (12)-7/8" 20 LINES EXPOSED TO THE WIND. s r X X \ a M \ \ N M x M M X N I I n J N -i u u 0' FOUNDATION LOADS N LEG UPLIFT = 103 KIPS 0 J 13'-11 5 16" LEG DOWNLOAD = 128 KIPS m o 0 LEG SHEAR = 13 KIPS M TOTAL O.T.M. = 1419 FT -KIPS z m w 0 w ¢ aa z J ES c� 0 0 cn a !839882 O Tnu Irl f7 A un NEAP 6 ® 9 3/4" C/c WAY & BOT 22'-6" COMBINED FOOTING Y LeBLANC COWIUNICATI0N5 1136 N. CQ1J15 are. SAM IIS RICHARDSON. TERAS 75080 PLAN 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SCALE STRENGTH OF AT LEAST 3000 PSI AT 28 DAYS. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 S-2 (GRADE 60) EXCEPT PIER TIES MAY BE ASTM A615 (GRADE 40). 3. MINIMUM CONCRETE COVER OVER REBAR IS 3". 4. SEE PAGE S-3 FOR ANCHOR BOLT SIZE AND LENGTH. 5. TOTAL CONCRETE = 75 CUBIC YARDS 6. FOUNDATION DESIGN BASED UPON SOILS REPORT BY BMI, INC., #98S-291, DATED JULY 7, 1998. NEAP 6 ® 9 3/4" C/c WAY & BOT 22'-6" COMBINED FOOTING Y LeBLANC COWIUNICATI0N5 1136 N. CQ1J15 are. SAM IIS RICHARDSON. TERAS 75080 TOWER FOUNDATION 125 FT LSR-75 AND PLATFORM SA -534-01, CHICO, CALIFORNIA ID COMPANY STRUCTURAL ENGINEERS 250 E. BROAD STREET SUITE 500 COLUMBUS. OH 10 4 215 SCALE DRAWING N0. DATE: REV. PHONE . 614-221-0166 FAX NO. 814-221-0186 NTS S-2 Q -'I -Imp V' iii 0 !839883 ANCHOR BOLT 1 1/2"0 x 4'-6" (8) ANCHOR BOLTS ON 17.1/2"0 BOLT CIRCLE EVERY 45' 6'-11 5/8" 1 6'-11 5/8" 13'-11 1/4" 1 1/2"0 FLATWASHER Z X a oT o CO o � co 0 I N 0 I FIELD NOTE: 1. BASE PLATE MUST BE SUPPORTED BY NON -SHRINK GROUT. 2. BASE PLATE MAY BE RAISED TO AVOID ANY INTERFERENCE BETWEEN TOWER DIAGONAL AND ANCHOR BOLT. ANCHOR BOLT AA DOUBLE -NUT TOP • BASE PLATE WELDMENT o^ �Q� ZMZ II II Flo II II = J V) w I? a:Li Li Z� w - Z .Ni N II II F4 A ANCHOR BOLT TEMPLATE TYPICAL ANCHOR BOLT DETAIL a J!f�3 61 00 . V L48LANC COMMUNICATIONS RICHARDSON. TEXAS 75OW ANCHOR BOLTS LAYOUT i/ 125 FT LSR-75 AND PLATFORM PAUL d FORD AND COMPANY STRUCTURAL ENGINEER! SA -534-01. CHICO. CALIFORNIA 250 E. BROAD STREET SUITE 500 SCALE DRAWING N0. GATE: REV. COLUMBUS, OHIO 43215 PHONE N0, 814-221-6579 NTS S-3 8-11-19M O FAX NO. 614-221-0166 SECTION S5 S4 S3 S2 S1 SIA S18 PAI T 41-LEG 50 KSI SR2.75 SR2.75 SR2.50 SR2.50 SR2.25 SR2.00 A SUB. DIAG. 6 -SUB. HORIZ. - 0 7 4-RED. HORIZ. 8 ' ,5 - OLS .75 .63 .63 .63 .63 .63 .63 A = SR2.00 8 = L2.00x.25 w_ I ut m O Ln pDN r O z --i > 1 Z 0ZN N 00 MOM i�o `Z O - _ �m> z gc � 0 �O O r� oz z z O o.. �mmm p 1 0 C) C7 C X r.� 1n CO rn z z ��o �'� z !� O� D f*1 U) x\ \ 0 r- ��r. 0 x =N Orn N mer----1 O Z m_ p .�. M O O0tn m O 'IT1 O O O v O N A O II m � N C z II II II D Ci v C7 _ (� y COPYRIGHT: DUPLIGTION, RECORDING, USE AND LeBLANC COAIIAUNICAl10NS INC. � O O DISCLOSURE IS PROHIBITED WITHOUT WRITTEN ����r 1�7R ENGINEERING-STRUCTURES DIV. RICHARDSON. TEXAS O x X O CONSENT OF LaBLANC COMMUNICATIONS INC. z � 4780740 W u m DESIGN PROFILE ® PACIFIC BELL MOBILE SYSTEMS I 125' LSR-75 + PLATFORM N N N SA-534-01, CA [n 0 8-6-98 KI SCALE DRAWING NO. ISSUE REV. DATE DRAWN BY CHK'DAPP'D NTS 4780740-D1 O SUB. DIAG. 6 -SUB. HORIZ. 7 8 OLS .75 .63 .63 .63 .63 .63 .63 22'-6 n N n 6'-11 5 8 6'-11 5/8 4'-3 3/8 13' -it 1/4 4'-3 3/8 PLAN VIEW NOTES: 1.) FOR ANCHOR BOLT LAYOUT SEE DWG. NO. 4780740-E3 2.) FOR REBAR UST AND TYPICAL FOUNDATION NOTES SEE DWG. NO. 4780740-E4 3.) TOTAL CONCRETE REQUIRED FOR (1) FOUNDATION: 75 CUBIC YARDS 4). FOUNDATION DESIGN BASED UPON SOILS REPORT BY: BMI, INC., /98S-291, DATED 7-7-98 (2B) #6 REBAR X 22'-0' EOUALLY SPACED AS SHOWN (TOP h BOTTOM) (112) TOTAL REQ-D.- 27 EQ'D: 27 SPA. O 9 3/4' - 22'-0' COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF CeBLANC COMMUNICATIONS INC. -06-981 TLK GATE DRAWN BY — GRADE leflIAMLeBLANC COMMUNICATIONS INC. ENGINEERING -STRUCTURES DIV. RICHARDSON, TEXAS 4780740 TOWER FOUNDATION PACIFIC BELL MOBIL SYSTEMS 125' LSR-75 + PLATFORM SA -534-01, CA SCALE DRAWING NO. ISSUE NTS I 4780740-E2 0 n AlI 0 I 'bo m 11n • / I \ o I N n I i \ I 'a a n N r 6'-11 5 8 6'-11 5/8 4'-3 3/8 13' -it 1/4 4'-3 3/8 PLAN VIEW NOTES: 1.) FOR ANCHOR BOLT LAYOUT SEE DWG. NO. 4780740-E3 2.) FOR REBAR UST AND TYPICAL FOUNDATION NOTES SEE DWG. NO. 4780740-E4 3.) TOTAL CONCRETE REQUIRED FOR (1) FOUNDATION: 75 CUBIC YARDS 4). FOUNDATION DESIGN BASED UPON SOILS REPORT BY: BMI, INC., /98S-291, DATED 7-7-98 (2B) #6 REBAR X 22'-0' EOUALLY SPACED AS SHOWN (TOP h BOTTOM) (112) TOTAL REQ-D.- 27 EQ'D: 27 SPA. O 9 3/4' - 22'-0' COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF CeBLANC COMMUNICATIONS INC. -06-981 TLK GATE DRAWN BY — GRADE leflIAMLeBLANC COMMUNICATIONS INC. ENGINEERING -STRUCTURES DIV. RICHARDSON, TEXAS 4780740 TOWER FOUNDATION PACIFIC BELL MOBIL SYSTEMS 125' LSR-75 + PLATFORM SA -534-01, CA SCALE DRAWING NO. ISSUE NTS I 4780740-E2 0 n ANCHOR BOLT 1 1/2.0 X 4' -6 - PART /A99440 -4A (8) ANCHOR BOLTS ON A 17 1/2'0 BOLT CIRCLE EVERY 45' FIELD NOTE: • BASE PLATE MUST BE SUPPORTED BY NON -SHRINK GROUT. • BASE PLATE MAY BE RAISED TO AVOID ANY INTERFERENCE BETWEEN TOWER DIAGONAL ANGLE AND ANCHOR BOLT. ANCHOR BOLT 1 1 /2*0 X 4'-6" - PART /A99440- 4A 1 1/2'0 FLATWASHER —T 1 1/2.0 NUT BASE PLATE WELDMENT PART /LSR75-BPI e w USE LSR75-ABB FOR TOP TEMPLATE. (DISCARD AFTER USE) �— ANCHOR BOLT TEMPLATE PART /LSR75-ABBY TYPICAL ANCHOR BOLT DETAIL COPYRIGHT; DUPLICATION. RECORDING. USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF Le BLANC COUMUNICATIONS INC. 8-7-981 TLK DATE I DRAWN BY bdNANCLeOLANC COMMUNICATIONS INC. ENGINEERING -STRUCTURES DN. RCKAROSON. TEXAS 4780740 ANCHOR BOLT LAYOUT PACIFIC BELL MOBILE SYSTEMS 125' LSR-75 + PLATFORM SA -534-01', CA SCALE DRAWING NO. ISSUE NTS I 4780740-E3 0 GENERAL FOUNDATION CONSTRUCTION NOTES 1). CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 2.) REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI STANDARD 318. POUR CONCRETE PAD ON UNDISTURBED SOIL. flMINIMUM CONCRETE COVER OVER REBAR IS 3'. BACKFILL SHALL BE SELECTED MATERIAL, WELL COMPACTED IN LAYERS NOT EXCEEDING 12". 6.) BACKFILL SHALL BE PLACED SO AS TO PREVENT THE ACCUMULATION OF WATER AROUND THE FOUNDATION. 7.) EMBEDDED STRUCTURAL ANCHOR STEEL SUPPLIED BY LeBLANC COMMUNICATIONS INC. ALL OTHER MATERIAL TO BE SUPPLIED BY FOUNDATION CONTRACTOR. 8. REINFORCING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615-85. 9. ALL REBAR TO BE GRADE 60 (UNLESS NOTED). 10.) ALL REBAR (HORIZONTAL & VERTICAL) SHALL BE SECURELY WIRE TIED TO PREVENT ' DISPLACEMENT DURING POURING OF CONCRETE. 11.) COLD CONSTRUCTION JOINTS TO BE THOROUGHLY CLEANED A: WETTED PRIOR TO SECOND POUR. FOUNDATION AND ANCHOR TOLERANCES ALL TOWER 1. CONCRETE DIMENSIONS: PLUS OR MINUS 1' (25mm). ' 2. DEPTH OF FOUNDATION: PLUS 3' (76mm) OR MINUS 0. 3. DRILLED FOUNDATIONS OUT OF PLUMB: 1.0 DEGREE. 4. REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1 2" INCLUDING CONCRETE COVER. 5. PROJECTIONS OF EMBEOMENTS: PLUS OR MINUS 1/4' (6mm). 6. VERTICAL EMBEOMENTS OUT OF PLUMB: 1.0 DEGREE. SELF-SUPPORTING TOWERS 7.) FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR BOLT CIRCLES: PLUS OR MINUS 1/16" (2mm) PER 5 FT. (1.5m) OF FACE SPREAD. e.) MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLTS TO CENTERLINE OF FOUNDATION: 1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2" 51mm). 9.) MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS_ : 1/2' (12mm). 10.) ANCHOR BOLT SPACING: PLUS OR MINUS 1/16" (2mm). 11.) ANCHOR BOLT CIRCLE ORIENTATION: PLUS OR MINUS 0.5 DEGREE. 12. ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/16" (2mm). GITYED TOWERS 13. GUY RADIUS: PLUS OR MINUS 3 PERCENT OF TOWER HEIGHT. 14.; ANCHOR ELEVATION: 3 PERCENT OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. IF ELEVATIONS OF ANCHORS VARY BY MORE THAN 3 PERCENT. ANCHOR RADIUS IS TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUY FORCE RESULTANT, CALL LeBLANC ENGINEERING FOR ASSISTANCE IF REQUIRED. 15. ANCHOR ALIGNMENT (PERPENDICULAR TO GUY RADIUS): PLUS OR MINUS 1.O DEGREE. 16. ANCHOR ROD SLOPE: PLUS OR MINUS 1.0 DEGREE. 17. ANCHOR ROD AIJGNMENT: TOWARDS TOWER CENTER POINT PLUS OR MINUS 0.25 DEGREE. 18. GUY INITIAL TENSION: PLUS OR MINUS 10 PERCENT OF VALUE SPECIFIED ON TOWER ASSEMBLY DRAWING. 19.)•GLIY ANCHOR HEAD.SIDES VERTICAL PLUS OR-MINUS 1 DEGREE. BAR LIST FOR REINFORCING STEEL OTY. BAR TOTAL LENGTH TOTAL REO'O. SIZE OF BAR WEIGHT T ,e MD94G DUGRAM DIM 'A' e[NT A T1E aj OD 135 KS ROTI HOOKS STIRRUP W 133' HOOKS o BOTI ENDS u1 13Y HOOKS BOTH ENDS STNAI" 112 /6 22'-0 3701# STANDARD REBAR SIZES 3 WEIGHTS SPFr�L NOTES STANDARD REBAR HOOK LENGTHS BAR R I BAR NO. W HOOK 135 HOOKS .3755 375 3' 4 .6676 .500 4 7 10 5 1.043 .625 5 9 - 5 1.502 .750 a 10 - 7 2.045 .875 7 1'-0' - a 2.e7o 1.00o e 1 -2 ° 3'400 1'128 9 1 -4 1D 4.303 1.270 to I -8 - 11 5.313 1.773 COPYRIGHT: DUPLICATION. RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF L*8LANC COMMUNICATIONS INC. LeBLANC COMMUNICATIONS INC. ENGINEERING-STRUCTURES DIV. RICHAROSON, TEXAS 4780740 REBAR LIST/FOUNDATION NOTES PACIFIC -BELL MOBILE SYSTEMS 125' LSR-75 + PLATFORM SA-534-01, CA 0 8-7-98 TLK SCALEDRAWING NTS No. 4780740-E4 ISSUE 0 REV. •DATE DRAWN BY CHK' APP' 1 annaaaaaa mamussmnsnanmmsaaamaaaannaaaaaaaamaasanssssmaaaasasaaaaaamaasaasaaa ` rT - Latticefl Tower Analysis (Unguyed) (c) 1995 Weisman Consultants Inc. Processed under license at: LAAN=3maaaOYLEaTELCOW INC. - Sioux City, Iowa. ons 6 aug 1998 atz Bi56e26 aaaaaaaaaaaaaaaannaaaanaaa aaaaasaaaaaasaaaaaaanaaaaaaaaa PAC BELL;125'LSR751 90+1/2 MAST nanaaGEOMETRY aa(aaaa) ANEL NO.OF ELEV.AT ELEV.AT F.W..AT F.W..AT TYPICAL TYPE LEGS BOTTOM TOP BOTTOM TOP PANEL HEIGHT ' X 3 120.00 125.00 6.25 6.25 5.00 X 3 115.00 120.00 6.25 6.25 5.00 X 3 110.00 .115.00 6.25 6.25 5.00 X 3 105.00 110.00 6.25 6.25 5.00 'X+ 3 100.00 105.00 6.25 6.25 5.00 ,X 3 95.00 100.00 6.25 6.25 5.00 X 3 90.00 95.00 6.25 6.25 5.00 X 3 85.00 90.00 6.25 6.25 5.00 ' X 3 80.00 85.00 6.25 6.25 5.00 X. 3 75.00 80.00 6.73 6.25 5.00. X. 3 70.00 75.00 7.21 6..73 5.00 ' X 3 65.00 70.00 7.69 7.21 5.00 X 3 60.00 65.00 8.17 7.69 5.00 X 3 55.00 60.00 8.65 8.17 5.00 X 3 50.00 55.00 9.14 8.65 5.00 ' X 3 45.00 50.00 9.62 9.14. 5.00 X 3 40.00 45.00 10.10 9.62 5.00 K.. 3 35.00 40.00 10.58 10.10 5.00 X 3 30.00 35.00 11.06 10.58 5.00 ' X 3 25.00 30.00 11.54 11.06 5.00 X 3 20.00 25.00 12.02 11.54 5.00 .X 3 10.00 20.00 12.98 12.02 10.00 x 3 .00 10.00 13.94 12.98 10.00 lm,� PROPERTIES • ' MEMBER BOTTOM - TOP X-SECTN RADIUS ELASTIC THERMAL TYPE ELEV ELEV AREA OF GYRAT MODULUS EXPANSN ft ft in.sq in ksi /C deg LE 100.00 125.00 3.142 .000 29000. .0000000 LE 80.00 100.00 3.976 .000 29000. .0000000 i LE 40.0080.00 4.909 .000 .29000. .0000000 ' LE .00 40.00 5.940 .000 29000. .0000000 DI.. 40.00 125.00 .937 .000 29000. .0000000 DI. 20.00 40.00 1.187 .000 29000. .0000000 DI .00 20.00 1.437 .000 29000. .0000000 9 aaaaaaaanaaamoss++mnaaaaaananaaaamaaaamaaaaaaanaasaaaaasmasassaanaaasassnsassaaa 'LOADING CONDITION Asmmmumsmsms..amus..+mmaasasssasassassasssammammsasnmsss Loading li Wind from 0 r 3 JrT aaaaaaao■LOADIaNG - LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... �E RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip 125.0 .00 .0 .0 .87 .30 .00 .00 125:0 .00 .0 .0 1.74 2.00 .00 .00 D 125.0 .00 .0 .0 .12 .09 .01 .00 120.0 .00 .0 .0 .12 .09 .01 .00 120,.0 .00 .0 .0 .13 .12 .01 .00 115.0 .00 .0 �.0 .13 .12 .01 .00 D 115.0 .00 .0 .0 .11 .09 .01 .00 ' 110.0 .00- .0 .0 .11 .09 .01 00 110.0 .00 .0 ..0 .12 .12 01 .00 D 105.0 .00 .0 .0 .12 .12 .01 .00 105.0 .00 .0 .0 .11 .09 01 .00 100.0 .00 .0 .0 .11 .09 .01 .00 100.0 .00 .0 .0 ' .12 .13 .01 .00 D 95.0 .00 .0 .0 .12 .13 .01 .00 95.0 . .00 .0 .0 .11 10 .01 •.00 90.0 • .00 .0 .0 .11 .10 .01 .00 90.0 .00 .0 .0 .12 .13 .01 .00 D 85.0 .00 .0 .0 .12 .13 .01 .00 85.0 .00 .0 .0 .11 .10 .01 .00 t 80.0 .00 .0 .0 .11 .10 .01 .00 D 80.0 .00 .0 .0 .12 .15 .01 .00 75.0 .00 .0 .0 .12 .15 .01 .00 75.0 .00 .0 .0 .11 .11 .01 .00 70.0 .00 .0 .0 .11 11 .01 .00 D 70.0 .00 .0 .0 .12 .16 .01 .00 65.0 .00 .0 .0 .12 .16 .01 r.00 65.0 • .00 .0 .0 .11 .11 .01 .00 60.0 .00 .0 .0 .11 .11 .01 .00 D 60.0 .00 .0 .0 .12 .19 .01 .00 55.0 .00 .0 .0 .12 .19 .01 .00 55.0 .00 .0 .0 .11 .12 .01 .00 D 50.0 .00 .0 .0 .11 .12 .01 .00 D 50.0 • .00 .0 .0 .12 • .20 .01 .00 ' 45.0 .00 .0 .0 .12 .20 .01 .00 45.0 .00 .0 .0 .11 .12 .02 .00 D 40.0 .00 .0 .0 .11 .12 .02 .00 40.0 .00 .0 .0 .13 .27 .02 .00 35.0 .00 .0 .0 .13 .27 .02 .00 35.0 00 .0 0 .11 .15 .02 .00 D 30.0 .00 .0 .0 .11 .15 .02 .00 30.0 .00 .0 .0 .14 .28 .02 .00 ' 25.0 .00 .0 .0 .14 .28 .02 .00 D 25.0 .00 .0 .0 .12 .15 .02 .00 D 20.0 .00 .0 .0 .12 .15 .02 .00 ' 20.0 .00 .0 .0 .12 .15 .02 .00 10.0 .00 .0 .0 .12 .15 .02 .00 - D 10.0 .00 .0 .0 .12 .15 .02 .00 INTEMNA 0 .00 .0 .0 .12 .15. .02 .00 aaoo.oaaa.aa.aa LOADING' .ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.. E ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft � ft kip • kip kip ft-kip r 'TD 120.0 .0 4.0 .0 .16 .00 .03 .00 STD 120.0 120.0 4.0 120.0 -.04 -.05 .03 -.03 PRESS PRINTING aaaaaaaasamaaaa ...FOR THIS LOADING.. .........XXXIDIMS .......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN INPQT FORCES LOADS. FORCES LOADS ' no yes yea yes no no no no �aaaaaaaaaaaaaaaaaaamaaaaaamaaaaaamaaaaa aaaaamaaaaaama aaa aanaaaaaaaamaaaaaamaa LOADING CONDITION H aaaaaaaaaa aaaaaaaaaaaa ....manna aaaaaaaaaaaaaa ..aria... Ving lj Wind from 30 1ST LOADING. mmaaaauaaaa - AD ELEVAPPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... E.. RADIUS AZI AZI HORIZ DOWN VERTICAL TORSHAL ft.' ft kip kip ft -kip ft -kip '. 125.0' 00 .0 30.0 .87 .30 .00 .00 C 125.0 .00 .0 30.0 1.74 2.00 .00 .00 125.0 .00 .0 30.0 .12 .09 .01 .00 ' 120.0 .00 .0 '30.0 .12 .09 .01 .00 D 120.0 .00 .0 30.0 .13 .12 .01 .00 115.0 .00 .0 30.0 .13 .12 .01 .00 115.0 .00 .0 30.0 .11 .09 .01 .00 110.0 .00 .0 30.0 .11 .09 .01 .00 D 110.0 .00 .0 30.0 .12 .12 .01 .00 105.0 .00 .0 30.0 .12 .12 .01 .00 105.0 .00 .0 30.0 .11 .09 .01 .00 100.0 .00 .0 30.0 .11 .09 .01 .00 D 100.0 95.0 .00 .00 .0 .0 30.0 30.0 .12 .12 .13 .13 .01 .01 .00 .00 ' 95.0 .00 .0 30.0 .11 .10 .01 .00 D 90.0 .00 .0 30.0 .11 .10 .01 .00 90.0 85.0 .00 .00 .0 .0 30.0 30.0 .12 .12' .13 .13 .01 .01 .00 .00 85.0 .00 .0 30.0 .11 .10 .01 .00 D 80.0 .00 .0 30.0 .11 .10 .01 .00 80.0 .00 .0 30.0 .12 .15 .01 .00 75.0 .00 .0 30.0 .12 .15 .01 .00 75.0 .00 .0 30.0' .11 .11 .01 .00 D 70.0 .00 .0 30.0 .11 .,.11 .01 .00 70.0 .00 .0 30.0 .12. .16 01 .00 ' 65.0 .00 .0 30.0 .12 .16. .01 .00 D 65.0 .00 .0 30.0 .11. .11 .01. .00 D 60.0 .00 .0 30.0 .11 .11 .01 .00 160.0 .00 .0 30.0. .13 .19 .01 -.01 55.0 .00 .0 30.0 .13 .19 .01' -.01. D 55.0 .00 .0 30.0 11 .12 .01 -.01.` 50.0'• .00 '.0 30.0 .11. .12. .01 -.01 50.0 .00 .0 30.0 .13 .20 .01 -.01 45.0 .00 .0 30.0 .13 .20 .01 -.01 D 45.0 .00 .0 30.0 .11 .12 .02 -.O1 ' 40.0 .00 .0 30.0 .27 40.0 .00. .0 30.0 D 35.0 .00• .0 30.0 -.01 .11 _ 35.0 .00 .0 30.0. .28 .02 30.0 .00 .0 30.0 -.01 .12 30.0 .00 .0 30.0 D 25.0 .00 .0 30.0 .02 -.01 25.0 .00 .0 30.0 .12 .15 20.0 .00 .0 30.0 D 20.0 .00 .0 30.0 LOAD 10.0 .00 .0 30.0 - RADIUS 10.0 .00 .0 30.0 VERTICAL TORSNAL 0 .00 .0 30.0 VLOADIIIG aana........ ....ANTENNA....... ATTACHMENT �E ELEV AZI RAD AZI ft ft 120.0 .0 4.0 .0 120.0 120.0 4.0 120.0 SUPPRESS PRINTING �nann..a•••aFOR THIS LOADING... LOADS DISPL MEMBER FOUNDN 'INPUT FORCES LOADS .11 .12 .02 -.01 .14_. .27 .02 -.01 .14 .27 .02.: -.01 .11 .15 .02 -.01 .11 _ .15 .02 -.01 .14 .28 .02 -.01 .14 .28 .02 -.01 .12 .15 .02 -.01 .12 .15 .02 -.01 .12 .15 .02 -.01 .12 .15 .02 -.01 .12 .15 .02 -.01 .12 .15 .02 -.01 ...........ANTENNA FORCES.......... no yes AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .1600 C ................. .03 -.01 .00 -.04 .03 -.03 .........MAXIMUM .......... ALL DISPL MEMBER. FOUNDN FORCES LOADS 1 amn....m....a.m.a.m..a.a.a no yes yes yes ................m................. no no no no am.................. �ING CONDITION. C ................. maa.n............. ......=...........n Loading l; Wind from 60 MAST LOADING. LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... E - RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 125.0 .00 .0 60.0 .87 .30 .00 .00 ' 125.0 .00 .0. 60.0 '1.74 2.00 .00 .00 D 125.0 .00 .0 60.0 .12 .09 .01 -.01 D 120.0 120.0 .00 .00 .0 .0 60.0 60.0 .12 .13 .09 .12 .01 .01. -.01 -.01 115.0 .00 .0 60.0 .13 .12 .01 -.01 D 115.0 .00 .0 60.0 .12 .09 .01 -.01 110.0 110.0 .00 .00 .0 .0 60.0 60.0 .12 .13. .09 .12. .01 .01 -.01 -.01 105.0 .00 .0 60.0 .13 .12 .01 -.01 D 105.0 .00 .0 60.0 .12 .09 .01 -.01 100.0 100.0 .00 .00 .0 .0 60.0 60.0 .12 .13 .09 .13 .01 .01 -.01 -.01 95.0 .00 .0 60.0 .13 .13 .01 -.01 -D 95.0 .00 .0 60.0 .11 .10 .01 -.01 1 11 PRESS PRINTING a............ ...FOR THIS LOADING.. LOADS DISPL MMER FOUNDN FORCES' LOADS .0 0.0 90.0 .00 .0 60 .0 90.0 .00 .0 60 D 85.0 .00- .0 60 .0 85.0 .00 .0 60 .0 80.0 .00 .0 60 D 80.0 .00 .0 60 .0 75.0 .00 .0 60 .0 75.0 .00 .0 60 .0 70.0 .00 .0 60 D 70.0 .00 .0 60 .0 65.0 .00 .0 60 .0 65.0 .00• .0 60 .0 60.0 .00 .0 60 D 60.0 .00 .0 60 .0 55.0 .00 .0 60 .0 55.0 .00 .0 60 D 50.0 .00 .0 60 .0 50.0 .00 .0 60 .0 45.0 .00 .0 60 .0 45.0 .00 .0 60 D 40.0 .00 .0 60 .0 40.0 .00 .0 60 .0 35.0 .00 .0 60 .0 35.0 .00 .0 60 D 30.0 .00 .0 60 .0 30.0 .00 .0 60 ' 25.0 .00 .0 60 D 25.0 .00 .0 60 .0 .13 20.0 .00 .0 60 .13 .15 20.0 .00 .0 6 .15 .02 10.0 .00 .0 60 D 10.0 .00 .0 60 .02 -.01 .00 .0 60 Lm0 L0* ADING ............... '..... ANT72M....... 'ATTAC TYPE ELEV AZI RAD ft ft L'120.0 .0 4.0 STD 120.0 120.0 4.0 12 11 PRESS PRINTING a............ ...FOR THIS LOADING.. LOADS DISPL MMER FOUNDN FORCES' LOADS .0 0.0 .11 .10 .01 -.01 .0 .13 .13 .01 -.01 .0 .13 .13 .01 -.01 .0 .11 .10 .01 .00 .0 .11 .10 .01 .00 .0 .13 .15 .01 -.01 .0 .13 .15 .01 -.01 .0 .11 .11 .01 -.01 .0 .11 .11 .01 -.01 .0 .13 .16 .01 -.01 .0 .13 .16 .01 -.01 .0 .11 .11 .01, -.01 .0 .11 .11 .01 -.01 .0 .13 .19 .01 -.01 .0 .13 .19 .01 -.01 .0 .11 .12 .01 -.01 .0 .11 .12 .01 -.01 .0 .14 .20 .01 -.01 .0 .14 .20 .01 -.01 .0 .11 .12 .02 -.01 .0 .11 .12 .02 -.01 .0 .15 .27 .02 -.01 .0 .15 .27 .02 -.01 .0 .12 .15 .02 -.01 .0 .12 .15 .02 -.01 .0 .16 .28 .02 -.01 .0 .16 .28 .02 -.01 .0 .13 .15 .02 -.01 .0 .13 .15 .02 -.01 .13 .15 .02 -.01 .0 .13 .15 .02 -.01 .0 .13 .15 .02 -.01 .0 .13 .15 .02 -.01 2II0:1'7T ...........ANTENNA FORCES.......... AZI AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .0 .17 .03 .03 -.02 0.0 .17 -.03 .03 .02 ......... MAX322027S .......... ALL DISPL MEDBER. FOUNDN FORCES LOADS ' no yes yea, yes no no no no ......aoaaaaaaaaaa......aaaoa.a..aaa.................o..a..■■■mm. .a. sa... m.. LOADING CONDITION D .......... aaaa.aaaaon...aa.a u..aa.a.. u.......a...... 1 -ding 12 Wind from, 90 LT LOAD32M ............ 1 ......... MAX322027S .......... ALL DISPL MEDBER. FOUNDN FORCES LOADS ' no yes yea, yes no no no no ......aoaaaaaaaaaa......aaaoa.a..aaa.................o..a..■■■mm. .a. sa... m.. LOADING CONDITION D .......... aaaa.aaaaon...aa.a u..aa.a.. u.......a...... 1 -ding 12 Wind from, 90 LT LOAD32M ............ 1 APPLY..LZAD. ATLOAD :' ......FORCES...... ......2m0ENTS...... 'LEV RADIUS AZI.� AZI 80RIZ DOWN VERTICAL TORSNAL . ft ft' kip hip ft -kip ft -kip ' 125.0 .00 - .0 90.0' 87 .30 .00 .00 C • 125.0 .00: .0 90.0 1.74 2.00 .00 .00 ' 125.0 .00' .0 90.0 .11 . ,09 .01 -.01 120.0 .00 .0 90.0 ' .11 • .09 .01 -.01 D 120.0 .00 .0 90.0 .13 .12 .01 -.01 115.0 115.0 .00 .00 .0 ..0 90.0 90.0 .13 .11 .12 .09 .01 .01 -.01 -.01 110.0 .00 .0 90.0 .11 .09 .01 -.01 D 110.0 .00 .0 90.0' .12 .12 .01 -.01 105.0 .00 .0 90.0 .12 .12 .01 -.01 105.0 .00 .0 90.0 ' .11 .09 .01 -.01 100.0 .00 • .0 90.0 .11 .09 .01 -.01 D • 100.0 95.0 .00 .00 .0 .0 90.0 90.0 .12 .12 .13 .13 .01 .01 -.01 -.01 ' 95.0 .00 .0 90.0 .11 •10 .01 -.01 D 90.0 .00 .0 90.0 .11 .10 .01 -.01 90.0 85.0 .00.0 .00 .0 90.0 90.0' .12 .12 .13 .13 .01 .01 -.01 -.01 85.0 .00 .0 90.0 .10 .10 .01 -.01 D 80.0 .00 .0 90.0 .10 .10 .01 -.01 • 80.0 '00 -0 90.0 .12 r .15 .01 -.01 75.0 .00 .0 90.0 .12 .15 .01 -.01 75.0 .00 .0 90.0 .11 .11 .01 -,O1 D 70.0 .00 .0 90.0 .11 .11 .01 -.01 70.0 :00 .0 90.0 .12 .16. .01 -.01 ' 65.0 .00 .0 90.0 12 .16 .01 -.01 D 65.0 .00 .0 90.0 .11 .11 .01 -.01 • 60.0 60.0 .00 .00 .0 .0 90.0 90.0 .11 .12 .11 .19 .01 .01 -.01 , -.01 55.0 .00 .0 90.0 .12 .19 .01 -.01 D 55.0 .00 •.0 90.0 .11 .12 .01 -.01 50.0 50.0 .00 ' .00 .0 .0 90.0 • 90.0 .11 .12 .12 .20 .01 .01 -.01 -.01 45.0 .00 .0 90.0 .12 .20 .01, -.01 D 45.0 .00 .0 90.0 .11 .12 .02 -.01 • 40.0 .00 .0 90.0 .11 .12 .02 -.01 ' 40.0 .00 .0 90.0 .16 .27 .02 -.01 D 35.0 .00 .0 '90.0 .14 .27 .02' -.01 D ' 35.0 30.0 .00 .00' .0 .0 90.0 90.0 .11 .11 .15 .15 .02 .02 -.01 -.01 30.0 .00 .0 90.0 .14 .28 .02 -.01 D 25.0 .00 .0 90.0 .14 .28 .02 -.01 25.0 20.0 .00 .00 .0 .0 90.0 90.0 .12 .12 .15 .15 .02 .02 -.01 -.01 20.0 .00 .0 90.0 .12 .15 .02 -.01 D. 10.0 .00 .0 90.0 .12 .15 .02 -.01. 10.0 .00 .0 90.0 .12 .15 .02 -:O1 ' .0 .00. .0 90.0 .12 .15 .02 -.01 ANTEmm LOADnm �............. . . .......ANTENNA....... ATTACffiNT ........... ANTENNA .FORCES .......... E` • ELEV ft AZI_ RAD ft AZI AXIAL kiD SSEAR kip GRAVITY kip TORSION ft -kip STD ' 120.0 .0 .4.0 0 .00 .04 .03 .03 TD 120.0 120.0 UPPRESS' PR1Zi -ma 4.0 120.0 .16 .00 .03' .01 ................. ' POR THIS LOADING.. " ......... b=IMOMS.......... " LOADS. DISPL MEMBER- POUNDN ALL DISPL MEMBER FOU=N ' ' ZNPDT FORCES. LOADS FORCES LOADS vaaaaaaaanaaavaaaaaaaaaaaaaammvaamavaaaa no yea yea yes no no aaaaaava aaavaaaaaa no no a aamaaamaaaaavaaamaaaa IADING CONDITION E aaamvmaaavaaaaasaaavamaaaaaaaaaaaamaaamaamaavaaamaaaaaaav Loading 1; Wind from 120 �T LOADING aaaaaam sa LOAD ELEV APPLY. -LOAD. -AT LOAD ......FORCES...... ......MOMENTS...... E RADIUS ft ft AZI AZZ. HORZZ kip DOWN kip VERTICAL ft -kip TORSNAL ft -kip C 125.0 .00 .0 120.0 .87 .30 .00 .00 ' 125.0 .00 .0 120.0 1.76 2.00 .00 .00 D 125.0 .00 .0 120.0 .11 .09 .01 -.01 D 120.0 120.0 .00 .'00 .0 .0 120.0 120.0 .11 .12 .09 .12 .01 .01 -.01 -.01 115.0 .00 .0 120.0 .12 .12 .01 -.01 D 115.0 .00 .0 120.0 .11 .09 .01 -.01 110.0 110.0 .00 .00 .0 .0 120.0 120.0 .11 .12 .09 .12 .01 .01 -.01 -.01 105.0 .00 .0 120.0 .12 .12 .01 -.01 D 105.0 .00 .0 120.0 .11 .09 .01 -.01 100.0 .00 .0 120.0 .11 .09 .01 -.01 100.0 .00 .0 120.0 .12 .13 .01 -.01 D 95.0 .00 .0 120.0 .12 .13 .01 -.01 D 95.0 90.0 .00 .00 .0 .0 120.0 120.0 .11 .11 .10 .10 .01 .01 -.01 -.01 ' 90.0 .00 .0 120.0 .11 .13 .01 -.01 D 85.0 .00 .0 120.0 .11 .13 .01 -.01 85.0 80.0 .00 .00 .0 .0 120.0 120.0 .10 .10 .10 .10 .01 .01 .00 .00 80.0 .00 .0 120.0 .11 .15 .01 -.01 D 75.0 .00 .0 120.0 .11 .15 .01 -.01 ' 75.0 70.0 .00 .00 .0 .0 120.0 120.0 .10 .10 .11 .11 .01 .01 -.01 -.01 70.0 .00 .0 120.0 .12 .16 .01 -.01 D 65.0 65.0 .00 .00 .0 .0 120.0 120.0 .12 .11 .16 .11 .01 .01 -.01 -.01 60.0 .00 .0 120.0 .11 .11 .01 -.01 D 60.0 .00 .0 120.0 .12 .19 .01 -.01 55.0 55.0 .00 .00 .0 .0 120.0 120.0 .12 .11 .19 .12 .01 .01 -.01 -.01 50.0 .00 .0 120.0 .11 .12 .01 -.01 D 50.0 .00 .0 120.0 .12 .20 .01 -.01 15.0 15.0 .00 .00 .0 .0 120.0 120.0. .12 .10 .20 .12 .01 .02 -.01 -.01 10.0 .00 .0 120.0 .10 .12 .02 -.01 D 10.0 .00 .0 120.0 .13 .27 .02 -.01 35.0 .00 .0 120.0 .13 .27 .02 -.01 t - 35.0 .00 .0 120.0 .11 .15 .02 -.01 . D 30.0 .00 .0 120.0 .11 .15 .02 -.01 D 30.0 .00 .0 120.0 .11 .28 .02 -.01 ' 25.0 .00 .0 120.0 .14 28 02 -:O1 25.0 .00. .0 120.0 .11 .15 .02 -.01 D 20.0 •.00 .0 120.0 .11 •15 .02 -.01 20.0 .00 .0 120.0 .12 15 .02 -.01 10.0 .00 .0 120.0 .12 .15 .02 -.01 10_.0 .00 .0 120.0 .12 .15 .02 -.01 D 0 .00 .0 120.0 .12 • .15 .02 -.01 Lm", ' ............... LOADING . , ' . LE... ANTENNA....... 'AZI ATTACHMENT ...........ANTENNA FORCES.......... ' ELEV RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip TD 120.0 .0 4.0 .0 -.04 .05 .03 .03 TD 120.0 120.0. 4.0 120.0 .16 .00 .03 .00 PPRESS PRINTING n...n.an..a « , ...FOR THIS LOADING.: .........MAXIMUMS.......... 'LOADS DISPL MEMBER FOUiDN ALL' DISPL MEMBER FOU UM INPUT. FORCES LOAD.; FORCES LOADS ' no yes yea yesp no no no no �aaan.............. .......... aa..n.aaaaanaa.aaaaan......anaaaaa.aaaaaanaa.naaaa LOADING CONDITION Faaaa.aaaa..annennaaanaeaaannaan...........anaaaaaaanaaaaa �oading 17 wind from 150 a e.L....... ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... rE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft •ft kip kip ft -kip ft -kip 125.0 .00 .0 150.0, .87 .30 .00 .00 125.0 .00 .0 150.0 1.74 � 2.00 .00 .00 125.0 .00 120.0• .00 .0 .0 150.0 150.0' .12 .12 .09 .09 .01 .01 .00 ' .00 120.0 .00 .0 150.0 .13 .12 .01 .00 D 115.0 , .00 .0 150.0 .13 .12 .01 .00 115.0 .00 110.0 .00 .0 .0 150.0 150.0 .11 .11 .09 .09 .01 .01 .00 .00 D 110.0 .00 .0 150.0 .12 .12 .01 .00 D 105.0 .00 105.0 .00 ' .0 .0 150.0 150.0 .12 .11 .12 .09 .01 .01 .00 .00 100.0 .00 .0 150.0 .11 .09 .01 .00 D 100.0 .00 .0 150.0 12 .13 .01 .00 , 95.0 .00 95.0 .00 .0 .0 150.0 150.0 .12 .11 •.13 .10 .01 .01 .00 .00 90.0• .00 .0 150.0 .11 .10 .01 .00 D 90.0 .00 .0 150.0 .12 .13 .01 '.00 'D D 85.0 .00 85.0 .00 .0 .0 150.0, 150.0 .12 . .11 .13 .10 .61 .01 .00 .00 D 80:0 .00 .0 150.0• - .11 .10 .01 .00 D 80.0 .00 .0 150.0 .12 .15 01 .00 75.0 .00 .0 150.0 .12 .15 .01 .00, 75.0 .00 .0' 150.0 .11 .11 .01 .00' D. 70.0• .00 .0. 150.0 .11 .11- .01 .00 70.0 .00. .0150.0 .12 .16 .01 .00 ' 65.0 .00 .0 150.0 .12 .16 .01. .00 D 65.0 .00 .0 150.0 .11 .11 .01 .00 D 60.0 .00 .0 150.0. .11 .11 .01 .00 ' 60.0 .00 .0 150.0 .13 .19 .01 -.01 55.0 .00 .0 150.0 .13 .19 .01 -.01 D 55.0 .00 .0 150.0 .11 .12 .01 -.01 50.0 .00 .0 150.0. .11 .12 .01 -.61 50.0 .00 .0 150.0 .13 .20. .01 -.01 45.0 .00 .0 150.0 .13 .20 .01 -.01' D 45.0 .00 .0 150.0 .11 .12 .02 -.01 40.0 .00 .0 150.0 .11 .12 .02 -.01 ' 40.0 .00 .0. 150.0 .14 .27 .02 -.01 D 35.0 .00 .0 150.0 .14 .27 .02 -.01 D 35.0 .00 .0 150.0 .11 .15 .02 -.01 ' 30.0 .00 .0 150.0 .11 .15 .02 -.01 30.0 .00 0 150.0 .14 .28 .02 -.01 D 25.0 .00 .0 150.0 .14 .28 .02 -.01 25.0' .00 .0 150.0 .12 .15 .02 -.01 20.0 .00 .0 150.0 .12 .15 .02 -.01 20.0 .00 .0 150.0 .12 .15 .02 -.01 D 10.0 .00 .0 150.0 .12 .15 .02 -.01 10.0 .00 .0 150.0' .12 .15 .02 -.01 .0 .00 .0 150.0 .12 .15 .02 -.01 ANTENNA LOADING �.............. ....... ANTENK&...... . ATTACHMENT ........... ANTENNA.FORCES ........... - fE ELEV AZI ft RAD AZI ft AXIAL kip SHEAR kip GRAVITY kip TORSION ft-kip STD 120.0 .0 4.0 .0 -.08 .04 .03 .02 120.0 120.0 4.0 120.0 .16 .00 .03 -.01 �TD UPPRESS PRINTING aaaaa.a.a.a•aFOR THIS LOADING.. ......... MAXI11IIM3.......... LOADS DISPL MEMHER FOUNDN ALL DISPL MEMHER FOUNDN INP" FORCES •LOADS FORCES LOADS , no yea yea yes no no no no ` �aaaaaaa:a.aaa...m aavaa..ma.aa.vaaaaaaaaaaavamaaaaaaa..aaamaaaavmavvnaaaaaaaaaa �ADngo CONDITION Gvm............vvamaaaay.aama .........................aa.. Loading 1; Wind from 180 • MAST-LOADING t a.a....._. tA-D ELEV APPLY..LOAD...AT' LOAD ......FORCES...... ......MOMENTS...... TYPE' ' RADIUS AZI AZI HORIZ DOWN' VERTICAL TORSNAL ' ft ft kip kip ft-kip ft-kip C 125.0 .00 .0 180.0 .87 .30 .00 .00 C 125.0 .00 .0 180.0 1.74 2.00 .00 .00 ' PRESS PR33fTING ....mm.. oaoamsI ...FOR THIS LOADING.. 'LOADS DISPL MEMHER FOUNDN INPUT FORCES LOADS I I LJ .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS .00 125.0 .00 .0 180.0 .12 .09 .01 D 120.0 .00' .0 180.0 .12 .09 .01 .00 120.0 .00 .0 180.0 .14 .12 .01 .00 -, 115.0 .00 .0 180.0 .14 .12. .01 .00 D 115.0 .00 .0 180.0 .12 .09 .01 .00 110.0 .00 .0 180.0 .12 .09 .01 .00 110.0 .00 .0 -180.0 .13 .12 .01 .00 105.0 .00 .0 180.0 .13 .12 .01 .00 D 105.0 .00 .0 180.0 .12 .09 .01 .00 100.0 .00 .0 180.0 .12 .09 .01 .00 100.0 .00 .0 180.0 .13 .13 .01 .00 95.0 .00 .0. 180.0 .13 .13 .01 .00 D 95.0 .00 .0 180.0 .12. .10 .01 .00 .00 .0 180.0 .12 .10 .01 .00 190.0 90.0 .00 .0 180.0 .13 .13 .01 .00 D 85.0 .00 .0 180.0 .13 .13 .01 .00 85.0 .00 .0 180.0 .11 .10 .01 .00 B0.0 .00 .0 180.0 .11 .10 .01 .00 80.0. .00 .0 180.0 .13 .15 .01 .00 D 75.0 .00 .0 180.0 .13 .15 .01 .00 75.0 .00 .0 180.0 .11 .11 .01 .00 70.0 .00 .0 180.0 .11 .11 .01 .00 70.0 .00 .0 180.0 .13 .16 .01 .00 D65.0 .00 .0 180.0 .13 .16 .01 .00 65.0 .00 .0 180.0 .12 .11 .01 .00 1 60.0 .00 .0 180.0 .12 .11 .01 .00 D 60.0 .00 .0 180.0 .14 .19 .01 .00 D 55.0 .00 .0 180.0 .14 .19 .01 .00 55.0 :00 .0 180.0 .12 .12 .01 .00 50.0 .00 .0 180.0 .12 .12 .01 .00 D 50.0 .00 .0 180.0 .14 .20 .01 .00 45.0 .00 .0 180.0 .14 .20 .01 .00 45.0 .00 .0 180.0 .12 .12 .02 .00 40.0 .00 .0 180.0 .12 .12 .02 0 .00 D 40.0 .00 .0 180.0 .15 .27 .02 .00 35.0 .00 .0 180.0 .15 .27 .02 .00 ' 35.0 .00 .0 180.0 .12 .15 .02 .00 D 30..0 .00 .0 180.0 .12 .15 .02 .00 D 30.0 .00 .0 180.0 .16 .28 .02 .00 ' 25.0 .00 .0 180.0 .16 .28 .02 .00 25.0 .00 .0 180.0 .13 .15 .02 .00 D 20.0 .00 .0 180.0 .13 .15 .02 .00 20.0 .00 .0 180.0 .13 .15 .02 .00 10.0 .00 .0 180.0 .13 .15 .02 .00 10.0 .00 .0 180.0 .14 .15 .02 .00 D .0 .00 .0 180.0 .14 .15 .02 .00 LOADING ............... ..ANTENNA....... ATTACHHENT ........... ANTINNA. FORMS .......... 11E ELEV AZZ RAD AZI'. AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip 120.0 .0 4.0 .0 -.10 .00 .03 .00 120.0 120.0 4.0 120.0 .17 .03 .03 -.02 PRESS PR33fTING ....mm.. oaoamsI ...FOR THIS LOADING.. 'LOADS DISPL MEMHER FOUNDN INPUT FORCES LOADS I I LJ .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDN FORCES LOADS ' no yea• yes yea. no no no no ...aaa .............aae.....................a................................. LOADING CONDITION 8 a...a.a....aa....aa ...................................... �adiny 1; Wind•from.210 ST LOADING a......... AD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... E RADIUS AZI AZI 80RIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip ' 125.0 .00 .0 210.0 .87 .30 .00 .00 125.0 .00 .0 210.0 1.74 2.00 .00 .00 125.0 120.0 ' .00 .00 .0 .0 210.0 210.0 .12 .12 .09 .09 .01 .01 .00 .00 120.0 .00 .0 210'.0 .13 .12 .01 .00 D 115.0 .00 .0 210.0 .13 .12 .01 + .00 115.0 .000 210.0 .11 .09 01 .00 ' 110.0 .00 .0 210.0 .11 .09 .01 .00 D 110.0 .00 .0 210.0 .12 .12 .01 .00 D 105.0 105.0b0 .00 .0 .0 210.0 210.0 .12 .11 .12 .09 .01 .01 .00 .00 100.0 .00 .0 210.0 .11 .09 .01 .00 D 100.0 .00' .0 210.0 .12 .13 .01 .00 95.0 95.0 .00 .00 .0 .0 210.0 210.0 .12 .11 .13 .10 .01 .01 .00 .00 90.0 .00 .0 210.0 .11 .10 .01 .00 D 90.0 .00 .0 210.0. .12 .13 .01 .00 85.0 .00 .0 210.0 .12 .13 .01 .00 85.0 .00 .0 210.0 .11 .10 .01 .00 D 80.0. .00 .0 210.0 .11 .10 .01 .00 D 80.0 75.0 .00 .00 .0 .0 210.0 210.0 .12 .12 .15 .15 .01 .01 .00 .00 75.0 .00 .0 210.0 .11 .11 .01 .00 D 70.0 .00 .0 210.0 .11 .11 .01 .00 70.0 65.0 .00 .00 .0 .0 210.0 210.0 .12 .12 .16 .16 .01 .01 .00 .00 65.0 .00 .0 210.0 .11 .11 .01 .00 D 60.0 .00 .0 210.0 .11 .11 .01 .00 60.0 55.0 .00 .00 .0 .0 210.0 210.0 .13 .13 .19 .19 .01 .01 .01 .01 55.0 .00 .0 210.0 .11 .12 .01 .01 D 50.0. 50.0 .00 .00. .0 .0 210.0 210.0 .11 .13 .12 .20' .01 .01 .01 .01 45.0 .00 .0 210.0 .13 .20 .01 .01 D 45.0 .00 .0 210.0 .11 12 .02 .01 40.0 40.0 .00 .00. .0 .0 210.0 210.0 .11 .14 .12 .27 .02 .02 .01 .01 35.0 .00 .0 210.0 .14 .27 .02 .01. D 35.0 .00 .0 210.0 .11 .15 .02 .01 30.0 30.0 .00 .00 .0 .0 210.0 210.0 .11 .14, .15 .28 .02 .02 .01. .01 25..0 .00 .0 210.0- .14 .28 .02 .01 D 25.0 .00 .0 210.0 .12 .15 .02 .01 20.0 .00 .0 210.0 .12 .15 .02 .01 20.0 •.00 .0 210.0 .12 .15 .02 .01 D 10.0 .00 .0 210.0 .12 .15 .02 .01 D 10.0 .00 .0 210.0 .12 .15 .02 ,.01 0 .00 .0 210.0 .12 .15 .02 .01 , " AVrEmH ► LOADING' ...... ANTEHIM►........ ATTACJKENT ...........ANTENNA FORCES.......... TYPE ELEV ft AZI RAD ft, AZI AXIAL kip SHEAR kip GRAVITY kip TORSION ft -kip STD 120.0 .0 4.0 .0. -.08 -.04 .03 -.02 120.0 120.0, [PRESS PRINTnM 4.0 120.0 .00 .04 .03 .03 ................. ...FOR THIS LOADING.. . .........MAXIMUMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL 'MEMBER FOUNDN INPUT' FORCES LOADS FORCES LOADS ' + no yes yes yes no ao no no aaaa......aaaa.aa.a.aa.......a.aaaaaaa ...... ........ a....................... • LADING CONDITION I..a....a.........aa.a.aaa.a ............................... - Loading 1; Wind from 240 MAST LOADING [AD ..ELEV APPLY..LOAD..AT .LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZZ HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 125.0. .00' .0 240.0 + .87 .30 .00 .00 C 125.0 i125.0 .00 .00 .0 .0 240.0 240.0 1.74 .11 2.00 .09 .00 .01 .00 .01 D 120.0 .00 .0 240.0 .11 .09 .01 .01 120.0 115.0 .00 .00 .0 .0 240.0 240.0 .12 .12 .12 .12 .01 .01 .O1 .O1 115.0 .00• .0 240.0 .11 .09 .01 .01 D 110.0 .00 .0 240.0 .11 .09 .01 .01 110.0 .00 .0 240.0 .12 .12 .01 .01 105.0 .00 .0 240.0 .12 .12. .01 .01 105.0 .00 .0 240.0 .11 .09 .01 .O1 D 100.0 100.0 .00 .00 .0 .0 240.0 240.0 .11 .12 .09 .13 .01 .01 .01 .01 95.0 .00• .0 240.0 .12 .13 .01 .01 D 95.0 .00 .0 240.0 .11 .10 .01 .01 90.0 + 90.0 •85.0 .00 .00 .0 .0 240.0 240.0 .11 .11 .10 .13 .01 .01 .01 ' .01 • .00 .0 240.0 ..11 .13 .01 .01 D .. 85.0 .00 .0 240.0 .10 .10 .01 .00 e 80.0 • 80.0 .00 .00 .0 .0 240.0 240.0. .10 .11 .10' .15 .01 .01 .00 .01 , 75.0 .00 .0 240.0 .11 r .15• .01 .01 D 175.0 .00 .0 240.0 10 .11 .01 .01 70.0 .00 .0 240.0 .10 .11 .01 .01 ' 70.0 1 .00 .0 240.0 .12 .16 .01 .01 + , D 65.0 .00 ' .0 240.0• .12 .16 ,.01 .01 D 65.0 .00 .0 240.0 .11 .11. .01 .01 60.0 .00' .0 '240.0 .11 .11 Al .01' 60.0 .00 .0 240.0 .12 .19 .01 .01 D 55.0 .00 .0 240:0 .12 .19 .01. .01. 55.0 .00 .0 240.0 .11 .12 .01 .01 50.0 .00 .0 240.0 .11 .12 .01 .01 D 50.0 .00 .0 240.0 .12 .20 .01 .01 D 45.0 .00 .0 240.0 .12 .20 .01 .01- 45.0 .00 .0 240.0 .10 .12 .02 .01 40.0 .00 .0 240.0 .10 .12 .02 .01 D 40.0 .00 .0 240.0 .13 .27 .02 .01 35.0 .00 .0 240.0' .13 '.27 .02 .01 35.0 .00. .0 240.0 .11 .15 .02 .01 30.0 .00 .0 240.0 .11 .15 .02 .01 D 30.0 .00 .0 240.0 .14 .28. .02 .O1 25.0 .00 .0 240.0 .14 .2a 02 .01 25.0 .00 .0 240.0 .11 .15 02 .01 , D 20.0 .00 .0 240.0 .11 .15 .02 .01 D 20.0 .00 .0 240.0 .12 .15 .02 .01 10.0 .00 .0 '240.0 .12 .15 .02 .01 10.0 .00 .0 240.0 .12 .15 .02 .01 D .0 .00 .0 240.0 .12 .15 .02 .01 j.TENMA.LOADXNG r , .ANT12M....... ATTACHMENT ........ ..ANTENNA FORCES.......... E•' ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip • kip ft -kip 120.00 4.0 .0 -.04 -.05 .03 -.03 • 120.0 120.0 4.0 1200. -.04. .05 .03 .03 PRESS PRINTING maa.a ommmmmam ' ...FOR THIS LOADING.- .. ....MAXIMUMS.......... DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN 'LOADS INPUT FORCES LOADS FORCES LOADS ' no yea yea yea no no no no aaammmmmnamamZNCONDITION tA"D''G J vamaaamammmamamamaaaaaamvva.amaaaaaaamamammaaaammmavaaaaa tding It Wind from 270 �'aIQADII'R3 mmmmmma. . AD ELEV APPLY..LOAD.-AT LOAD ......FORCES...... ...... MOMENTS ...... E.. RADIO'S. AZI AZI' HORIZ DOWN VERTICAL. TORSNAL ft ft kip kip ft -kip ft -kip 125.0 126.0 .00 .00 .0 .0 270.0 270.0 .a7 1.74 .30 2.00 .00 .00 :00 .00 D 125.0 .00 %0 270.0 .11. .09 .01 .01 120.0 .00 .0 270.0 .11 .09 .01 .01 120.0 .00 .0 270.0 .13 .12 .01' .01 D 115.0 .00 .0 270.0 .13 .12. .01 x.01 D. 115.0 .00 .0 270.0 .11 .09 .01 .01 1 110.0 .00 .0 270.0 .11 .09 .01 .01 110.0 .00 ..0 270.0 , .12' .12 .01 .01 D 105.0 .00 .0 270.0 .12 .12 .01 .01 105.0 .00 .0 270.0 .11 .09 .01 .01 100.0 .00 .0 270.0 .11 .09 .01 01 D 100.0 .00 .0 270.0 - .12 .13 .01 .01 D 95.0 00 .0 270.0 .12 .13 .01 .01 95.0 .00 .0 270.0 .11 .10 .01 .01 90.0 .00 .0 270.0 .11 .10 .01 .01 D 90.0 .00 .0 270.0 .12 .13 .01 .01 85.0 .00 .0 270.0 .12 .13 .01 .01 85.0 .00 .0 270.0 .10 .10 .01 .01 80.0 .00 .0 270.0 .10 .10 .01 .01 D 80.0 .00 .0 270.0 .12 .15 .01 .01 75.0 .00 .0 270.0 .12 .15 .01 .01 75.0 .00 .0 270.0 .11 .11 .01 .01 D 70.0 .00 .0 270.0 .11 .11 .01 .01 D 70.0 .00 .0 270.0 .12 .16 01 .01 65.0 .00 .0 270.0 .12 :16 .01 .01 65.0 .00 .0 270.0 .11 .11 .01 .01 D 6.0.0 .00 .0 270.0 .11 .11 .01 .01 60.0 .00 .0 270.0 .12 .19 .01 .01 55.0 .00 .0 270.0 .12, .19 .01 .01 55.0 .00 .0 270.0 .11 .12 .01 .01 D 50.0 .00 .0 270.0 .11 .12 .01 .01 50.0 .00 .0 270.0 .12 .20 .01 .01 45.0 .00 .0 270.0 .12 .20 .01 .01 D 45.0 .00 .0 270.0 .11 .12 .02 .01' D 40.0 .00 .0 270.0 .11 .12 .02 .01 40.0 :00 .0 270.0 .14 .27 .02 .01' 35.0 .00 .0 270.0 .14. .27 .02 .01 , D 35.0 .00 .0 270.0 .11 .15 .02 .01 30.0 .00 .0 270.0 .11 .15 .02 .01 30.0 .00' .0 270.0 .14 .28 .02 .01 25.0 .00 .0 270.0 .14 .28 .02. .01 D 25.0 .00 .0 270.0 .12 .15 .02 .01 20.0 .00 .0 270.0 .12 .15 .02 .01 20.0 .00 0 270.0 .12' .15 .02 .01 10.0 .00 .0 270.0 .12 .15 .02 .01 D 10.0 .00 .0 270.0 .12 .15 .02 .01 0 .00 - .0 270.0 .12 .15 .02 .01 ANTENNA LOADING .ANTE2•IIA ATTACSMENT .ANTENNA FORCES. TYPE ELEV AZI• RAD AZI AXIAL SHEAR GRAVITY TORSION ft �'m ft kip hip kip ft-kip •120.0 .0 4.0 -.0 .00 -.04 .03 -.03 STD 120.0 120.0 4.0 120.0 -.08 .04 .03 .02 lur PRESS PRINTING '..FOR THIS LOADING.. .........1=33=8 .......... LOADS, DISPL MEMBER, FOU DY ALL DISPL NENSER' FOUNM n;POT' FORCES LOADS FORCES LOADS ,yes , no yes.• yes no no no no .asa......................................................u.................. LOADING CONDITION K......................................................... + Ling. 1; Wind froa.1300 MAST LOADING . aaaaaasaaaaa• IAD ELEV APPLY..LOAD..AT LOAD .....FORCES...... ...... MOMEMS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSHAL ft 125.0 ft .00 .0 300.0 kip. .87 kip 1.30 ft-kip .00 ft-kip .00 C 125.0 .00 .0 300.0 1.74 2.00 .00 .00 125.0 .00 .0 300.0 .12 .09 .01 .01 D 120.0 .00 .0 300.0 .12 .09 .01 .01 ' 120.0 115.0 .00 .00 .0 .0 300.0 300.0 .13 .13 .12 12 .01 .01 .01 .01. 115.0 .00 .0 300.0 .12 .09 .01 .01 D 110.0 .00 .0 300.0 .12 .09 .01 .01 110.0 105.0 .00 .00 .0 .0 300.0 300.0 .13 .13 .12 .12 .01 .01 .01 .01 105.0 .00 .0 300.0 .12 .09 .01 .01 D 100.0 .00 .0 300.0 .12 .09 .01 .01 100.0 .00 .0 300.0 .13 .13 .01 .01 95.0 .00 .0 300.0 .13 .13 .01 .01 D 95.0 .00 .0 300.0 .11 .10 .01 .01 D ' 90.0 90.0 .00 :00 .0 .0 300.0 300.0 .11 .13 .10 .13 .01 .01 .01 .01 85.0 .00 .0 300.0 .13 .13 .01 .01 D 85.0 .00 .0 300.0 .11 .10 .01 .00 80.0 80.0 .00 .00 .0 .0 300.0 300.0 .11 .13 .10 .15 .01 .01 .00 .01 75.0 .00 .0 300.0 .13 .15 .01 .01 D 75.0 .00 .0 300.0 ..11 .11 .01 .01 70.0 .00 .0 300.0 .11. .11 .01 .01 70.0 .00 .0 300.0 .13 .16 .01 .01 D 65.0 .00 .0 300.0 .13 .16 .01 .01 D 65.0 60.0 .00 ' .00 .0 .0 300.0 300.0 .11 .11 .11 .11 .01 .01 .01 .01 ' 60.0 .00 .0 300.0 .13 .19 .01 .01 D 55.0 .00 .0 300.0 .13 .19 .01 .01 55.0 50.0 .00 .00 .0 .0 300.0 300.0 .11' .11 .12 .12 .01 .01 .01 .01 50.0 .00 .0 300.0 .14 .20 .01 .01 D 45.0. .00 .0 300.0 .14 .20 .01 .01 45.0 .00 .0 300.0 .11 .12 .02 .01 ' 40.0 .00 .0 300.0 .11 .12. .02 .01 D 40.0 .00 .0 300.0 .15 .27 .02 .01 D 35.0 .00 .00 .0 .0 300.0 300.0 .15 .12 .27 .15 .02 .02 .01 .01 135.0 30.0 .00 .0 300.0 .12 .15 .02 O1 D 30.0 .00 .0 300.0 .16 .28 .02 .01 25.0 25.0 .00 .00' .0 .0 300.0 300.0 .16 .13' .28 .15 .02 .02 .01 .01 20.0 .00 .0 300.0 .13 .15 .02 .01 D 20.0 .00 .0 300.0 .13 .15 .02 .01 10.0 10.0 .00 .00- .0 .0 300.0 300.0 .13 .13 .15 .15 .02 .02. .01 .01 .� .0 .00 .0 300.0 .13 .15 .02 .01 rTENNA ..............L-OJM • + ....ANTEM r� ►....... . ATTACMMHT' ..........ANTENNA FORCES.......... �E ELEV AZI RAD AZI AXIAL ft ft _ kip 120.0 .04.0 .0 .17 120.0 120.0 . 4.0 120.0 -.10 PRESS NG .............. ...8 ..... .. SHEAR GRAVITY TORSION kip kip ft -kip -.03 .03 .02 .00 .03 .00 ...FOR THIS LOADING.. .........MAXIMUMS.......... 'LOADS DISPL MEMBER FOUNDN ALL DISPL ME1BER FOUNDD7 INPUT FORCES LOADS FORCES LOADS no yea yes - yes no no no no a........a.................a.a.a.......................n.saa..n.......a.a ADING CONDITION L ..an...nn.a.aa a...aa............ n..........nanna...a..a fading 1; Wind from 330 T LOADING AD E' ELEV APPLY..LOAD..AT RADIUS AZI LOAD AZI ......FORCES...... HORIZ DOWN ......MOMENTS...... VERTICAL TORSNAL ft' ft kip kip ft -kip ft -kip 125.0 125.0 .00 .00 .0 .0 330.0 330.0 .87 1.74 .30 2.00 .00 .00 .00 .00 D 125.0 .00 .0 330.0 .12 .09 .01 .00 120.0 .00 .0 330.0 .12 .09 .01 .00 ' 120.0 .00 .0 330.0 .13 .12 .01 .00 D 115.0 .00 .0 330.0 .13 .12 .01 .00 D 115.0 110.0 .00 .00 .0 .0 330.0 330.0 -.11 .11 .09 .09 .01 .01 .00 .00 110.0 .00 .0 330.0 .12. .12 .01 .00 0 105.0 .00 .0 330.0 .12 .12 .01 00 105.0 100.0 .00 .00 .0 .0 330.0 330.0 .11 .11 .09 .09 .01 .01 .00 .00 100.0 .00 .0 330.0 .12 .13 .01 .00 D 95.0 .00 .0 330.0 .12 .13 .01 .00 95.0 .00 .0 330.0 .11 .10 .01 .00 90.0 .00 .0 330.0 .11 .10 .01 .00 D 90.0 .00 .0 330.0 .12 .13 .01 .00 D 85.0 85.0 .00 .00 .0 .0 330.0 330.0 .12 .11 .13 .10 .01 .01 .,00 .00 80.0 .00 .0 330.0 .11 .10 .01 .00 D 80.0 .00 .0 330.0 .12 .15 .01 .00 75.0 75.0 .00 .00' .0 .0 330.0 330.0. .12 .11 .15 .11 .01 .01 .00 .00 70.0 .00 .0 330.0 .11 .11 .01 .00 D 70.0 .00 .0 330.0 .12 .16 .01 .00 65.0 .00 .0 330.0 .12 .16 .01 .00 65.0 .00 .0 330.0 .11 .11 .01 .00 60.0 .00 .0 330.0 .11 .11 .01 .00 D 60.0 55.0 .00 .00 .0 .0 330.0 330.0 .13 .13 .19 .19 .01 .01 .01 .01 55.0 .00 .0 330.0 .11 .12 01 01 D 50.0 .00 .0 330.0 .11 .12 .01 .01 -.D 50.0 .00 .0 330.0 .13 .20 .01 .01 45.0 .00 .0 330.0 45.0 .00 .0 330.0 D 40.0• .00 .0 330.0 .00 .0 330.0 140.0 35.0 .00 .0 330.0 D 35.0 .00 .0 330.0 30.0 .00 .0 330.0 30.0 .00 .0 330.0 25.0 .00 .0 330.0 D 25.0 .00 .0 330.0 20.0 .00 .0 330.0 20.0 .00 .0 330.0 10.0 .00 .0 330.0 . D 10.0 .00 .0 330.0 0 .00 .0 330.0 ANTZNHA LOAD33M 120.0 .00 ............... (.....ANTENNA....... .0 .14 .15 .01 .00 ATTACHMENT 120.0 TYPE ELEV AZI RAD AZI. ft Im .01 ft 120.0 .0 4.0 .0 STD 120.0 120.0 4.0 120.0 11 PRESS PRINTING "110.0 .00 ................. .0 .13 .15 '...FOR THIS LOADING.. LOADS DISPL MEMBER FOUNDS .0 INPUT FORCES LOADS ' no vee vee Yea .13 .20 .01 .01 .11 .12 .02 .01 .11 .12 .02 .01 .14 .27 .02 .01 .14 .27 .02 .01 .11 .15 .02 .01 .11 .15 .02 .01 .14 .28 .02 .01 .14 .28 .02 .01 .12 .15 .02 .01 .12 .15 .02 .01 .12 .15 .02 .01 .12 .15 .02 .01 .12 .15 .02 .01 .12 .15 .02 .01 ...........ANTENNA FORCES....... AXIAL SHEAR GRAVITY TORSION kip kip kip ft -kip .16 .00 .03 .01 t ......MOMENTS...... . TYPE -.08 -.04 .03 -.02 .........MAXIMUMS.......... ALL DISPL MEMBER FOUNDS FORCES LOADS no no no no ........................ .... ..m.............................................. LOADING CONDITION M ......................................................... �-ding 2; Wind from 0 LT LOADING ....mumu.. �AD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... . TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSSAL Pt ft kip kip ft -kip ft -kip ' 125.0 .00 .0 .0 .78 .40 .00 .00 C 125.0 .00 .0 .0 1.70 2.40 .00 .00 ' 125.0 .00 .0 .0 .14 .15 .01 .00 120.0 .00 .0 .0 .14 .15 .01 .00 D 120.0 .00 .0 .0 .14 .20 .01 .00 115.0 115.0 .00 .00 .0 .0 .0 .0 .14 .13 .20 .15 .01 .01 .00 .00 "110.0 .00 .0 .0 .13 .15 .01 .00 D 110.0 .00 .0 .0 .14 .20 .01 .00 • 105.0 .00 .0 .0 .14 .20 .01 .00 ' 105.0 .00 .0 .0 .13 .15 .01 .00 D 100.0 .00 .0 .0 .13 .15 .01 .00 D 100.0 .00 .0 .0 .14 .21. .01 .00 .' 95.0 .00 .0 .0 .14 .21 .01. ..00 ' 95.0 .00 .0 .0 .13' .16 .01 .00 D 90.0• .00-, .0 .0 .13 .16 .01 1.00 90.0 .00 .0 .0 .13 .21 .01 .00 ' 85.0 1.00 .0 .0 .13, .21 .01 .00 D 85.0 .00 .0 .0 .12 .16 .01 .00 , 80.0 .00 .0 .0 .12 .16 .01 .00 80.0 .00 .0 .0 .13 • .23 .01 .00 75.0 .00 .0 .0 .13 .23 .01 .00 D 75.0 .00 .0 .0 .12 .18 .01 ..00 70.0 .00 .0 .0 .12 .18 .01 .00 70.0 • •.00 .0 .0 .13 .24 .01 '.00 65.0 .00 .0 .0 .13 .24 .01 .00 D 65.0 .00 .0 .0 .12 .18 .01 .00 •' 60.0 .00 .0 .0 .12 .18 .01 .00 60.0 .00 .0 .0 .13 .28 .02 .00 D 55.0 .00 .0 .0 .13 .28 .02 .00 55.0 .00 .0 .0 .12' .19 .02 .00 50.0 .00 .0 0 .12 .19 .02 .00 50.0. .00 .0 .0 .13 .30 .02 .00 D 65.0 .00 .0 .0 .13 .30 .02 .00 65.0' •.00 .0 .0 .12 .19 .02 .00 40.0 .00 .0 .0 _ .12 .19 .02 .00 40.0 .00 .0 .0 .14 .39 .02 .00 D 35.0 00 .0 .0 .14. .39 .02 .00 35.0 00 .0 .0 .12 .23 .02 .00 ' 30.0 .00 .0 .0. .12 •.23 .02 .00 D 30.0, .00 .0 .0 .14 .41 .02 .00 D 25.0 .00 .0 .0 ,.0 .14 .41 .02 .00 , 25.0 .•00. .0 .12 .23 .03 .00 20.0• .00 .0 .0 .12 .23 .03 .00 D 20.0 .00• .0 .0 .13 .23 .03 .00 10.0 .00 .0 .0 .13, .23 .03 .00 10.0 .00' .0 .0 .13 .24 .03 .00 .0 .00 .0 .0 .13 .24 .03 .00 . LOADING aanasanannnnn + . ....ANTENNA ....... ATTACHMENT ...........ANTENNA FORCES.......... . �E' ELEV••AZI RAD AZI •, AXIAL SHEAR _GRAVITY TORSION "ft ft kip kip kip ft-kip , 120.0 .0 120.0 120.0 4.0 .0 6.0 120.0 .12 -.03 .00 -.04 .05 .05 .00 , -.02 SUPPRESS PRINTING • ................. . , • • . ...FOR THIS LOADING.. .........MAXIMUMS.......... • , ` LOADS DISPL MEMBER FODNDN ALL DISPL MEMBER FOUNDN INPUT' FORCES LOADS FORCES LOADS . t no yes ]+68 Yes no no, no no nnnaunannasnunnnn.. ' nnnaannnananaannnnnannanaaannnaannaaaaaaoaaoaanaaoaaaaaa JAID33M CONDITION N ............................................................. i Loading 2; Wind from 30 ' ' T LOADING ' •. .......... LOAD ELEV APPLY'..LOAD..AT RADIUS AZI LOAD AZI ......FORCES...... HORIZ DOWN ...... ffiMUMS...... VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip 125.0 125.0 .00 .00 .0 .0 30.0 30.0 .78 1.70 d0 2.40 .00 .00 .00 .00 D 125.0 .00 .0 30.0 .14 .15 .01 .00 120.0 120.0 .00 .00 .0 .0 30.0 30.0 .14 .15 .15 .20 .01 .01 .00 .00 115.0 .00 .0 30.0 .15 .20 .01 .00 D 115.0 .00 .00 .0 .0 30.0 30.0 .13 .13 .15 .15 .01 .01 .00 .00 1110.0 110.0 .00 .0 30.0 .14 .20 .01 .00 D 105.0 .00 .0 30.0 .14 .20 .01 .00 105.0 100.0 .00 .00 .0 .0 30.0 30.0 .13 .13 .15 .15 .01 .01 .00 .00 100.0 .00 .0 30.0 .14 .21 .01 .00 D 95.0 .00 .0 30.0 .14 .21 .01 .00 95.0 .00 .0 30.0 .13 .16 .01 .00 90.0 .00 .0 30.0' .13 .16 .01 .00 90.0 .00 .0 30.0 .13 .21 .01 .00 D 85.0 85.0 .00 .00 .0 .0 30.0 30.0 .13 .12 .21 .16 .01 .01 .00 .00 ' 80.0 .00 .0 30.0 .12 .16 .01 .00 D 80.0. .00 .0 30.0 .13 .23 .01 .00 75.0 75.0 .00 .00 .0• .0 30.0 30.0 .13 .12 .23 .18 .01 .01 .00 .00 70.0 .00 .0 30.0 .12 .18 .01 .00 D 70.0 .00 .0 30.0 .13 .24 .01 -.01 65.0 65.0 .00 .00 .0 .0 30.0 30.0 .13 .12 .24 .18 .01 .01 -.01 -.01 60.0 .00 .0 30.0 .12 .18 .01 -.01 D 60.0 .00 .0 30.0. .13 .28 .02 -.01 55.0 .00 .0 30.0 .13 .28 .02 -.01 + ' 55.0 .00 .0 30.0 .12 .19 .02 -.01 D 50.0 .00 .0 30.0 .12 .19 .02 -.01 D 50.0 I4:.0 .00 .00 .0 .0 30.0 30.0 .13 .13 .30 .30 .02 .02 -.01 -.01d.0 .00 .0 30.0 .12 .19 .02 -.01 D 40.0 .00 .0 30.0 .12 .19 .02 -.01 40.0 35.0 .00 .00 .0 .0 30.0 30.0 .14 .14 .39 .39 .02 .02 -.01 -.01 35.0 .00 .0 30.0 .12 .23 .02 -.01 D 30.0 00 .0 30.0 .12 .23 .02 -.01 30.0 .00 .0 30.0 .14 .41 .02 -.01 25.0 .00 .0 30.0 .14 .41 .02 -.01 ; D 25.0 .00 .0 30.0 .13 .23 .03 -.01 D 20.0 20.0 .00 .00 .0 .0 30.0 .30.0 .13 .13 .23 .23 .03 .03 -.01 -.01 10.0 .00 .0 30.0 .13 .23 .03 -.01 D 10.0 .00 .0 30.0 .13 .24 .03 -.01 0 �'TEEDHDI LOADIZi0 .00 .0 30.0 .13 .24 .03 -.01 ' . ..........■.... ADiTEDUK........ . ATTACHMENT' ...........ANTENNA FORCES.......... ELEV AZI' RAD AZZ AXIAL SHEAR 0RAVITY TORSION ft, ft kip kip kip ft -)Lip 'TD 120.0 .0 4.0 .0 .12 .00 .05 -.01 STD 120.0 120.0 4.0 120.0 .00 p.03 .05 -.02 ' 111111■■■RRR PRESS PR32lT33FG .......... ■s■s,. .POR THIS LOADING.- ......... MAX3JhUKS.......... LOADS DISPL MEMHER FOIINEEN ALL DISPL MEM8ER POUNM INPUT FORCES LOADS FORCES LOADS ' no yes yes yes no no• no no �asv■■usssssam a LOADING CONDITION a.................................... sssassasa 0 mmm■a■m■sa■mammaaav■av■aam aa■sasavmavaa.o ua■asaauamn wav■m■vmmma usasss umu asassmmmsamam■a■am. ssm■as■mv , �ading 2; Wind from 60 LLOADING -AD ELEV APPLY...LOAD..AT LOAD .......FORCES...... ......MOMENTS...... E RADIUS AZI AZI HORIZ DOWNY VERTICAL TORSHAL ft ft kip kip. ft -kip ft -kip 125.0 .00 .0 60.0 .78 .40 .00 .00 C 125.0 .00 .0 60.0 1.70 2.40 .00 .00 125.0 :00 .0 60.0 .14 .15 .01 -.01 120.0 .00 .0 60.0 .14 .15 .01 -.01 D 120.0 .00 .0 60.0 .15 .20 .01 -.01 115.0 •.00 .060.0 .15 .20 .01 -.01 115.0 .00 .0 60.0 - .14 ..15 .01 -.01 110.0 .00 .0 60.0 .14 .15 .01 -.01 D 110.0 .00 .0 60.0 .14 .20 .01 -.OS 105.0 .00 .0 60.0 .14 .20 .01 -.01 105.0 .00 .0 60.0 .13 .15 .01 -.01 100.0 .00 .0 60.0 .13 .15 .01 -.01 D 100.0 .00 .0 60.0 .14 .21 .01 -.01 95.0 .00 .0 60.0 .14 .21 .01 -.01 95.0 .00 .0 60.0 .13 .16 .01 -.01 D 90.0 .00 .0 60.0 .13 .16 .01 -.01 90.0 .00 .0 60.0 .14 .21 .01 -.01 85.0 .00 .0 60.0 .14 .21 .01 .-.01 85.0 .00 .0 60.0 .13 .16 .01 -.01 D 80.0 .00 .0 60.0 .13 .16' •.01 -.01 80.0 .00 .0 60.0 .14 .23 .01 -.01 75.0 .00 .0 60.0 .14 .23 .01 -.01 75.0 .00 .0 60.0 .12 .18 .01 -.01 D 70.0 '' •.00 .0 60.0 .12 18 .01 -.01 70.0 .00 .0 60.0 .14 .24 .01 -.01 ' 65.0 .00 .0 60.0 .14 .24 .01 -.O1 D 65.0 .00 .0 60.0 .12 .18 .01 -.01 60.0 .00 .0 60.0 .12 .18 .01 r.01 60.0 .00 .0 • 60.0 .14 .28 .02 -.01 55.0 .00 .0 60.0' .14 .28 .02 -.01 D 55.0 .00 .0 60.0 .12 .19 .02 -.01 50.0 .00 .0 60.0 .12 .19 .02. -.01 50.0 .00 .0 60.0 .14 .30 .02 -.01 45.0 .00 .0 60.0 .14 .30 .02 -.01 D 45.0 .00! .0 60.0 .12 .19 .02 -.01 40.0 .00 .0 60.0 .12. .19 .02 -.01 ' 40.0 .00 .0 60.0 .15 '.39 .02 -.01. D 135.0 .00 .0 60.0 .15 .39' .02 -.01 D 35.0 00 .0 60.0 .12 .23 .02 -.01 0 30.0 .00 .0 60.0 .12 .23 .02' -.01 D 30.0 .00 .0 60.0 .15 .41 .02 -.01 D 25.0 .00 .0 60.0 .15 .41 .02 -.01 25.0 .00 .0 60.0 .13 .23 .03 -.01 20.0 .00 .0 60.0 .13 .23 .03 -.01 D 20.0 .00 .0 60.0 .13 .23 .03 -.02 10.0 .00 .0 60.0 .13 .23 .03 -.02 10.0 .00 .0 60.0 .14 .26 .03 -.02 .0 .00 .0 60.0 .14 .24 .03 -.02 LOADING ......ANTENNA....... ATTACHMENT ...........ANTENNA FORCES.......... ELEV A2I. RAD AZI AXIAL SBZAR GRAVITY TORSION �E ft ft kip kip kip ft-kip 120.0 .0 120.0 120.0. 6.0 4.0 .0 120.0 .13 .13 .02 -.02 .05 .05 -.01 V .01 SUPPRESS PRINTnW '.a a............ ...FOR THIS LOADIJG.. .........MAXIMUMS.......... LOADS DISPL 'INPUT- MEMBER FORCES FOUNDN LOADS ALL. . DISPL MEMBER FORCES FOUNDN LOADS . ao yea ..a9..................■....a......a....aa....................................... yea yea no no no no �ADING CONDITION P...■.....■...aa .......................................... Loading 2; Wind from 90 MAST LOADING - LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... E RADIUS ft ft AZI AZI HORIZ kip DOWN kip VERTICAL ft-kip TORSNAL ft-kip C 125.0 .00 • .0 90.0 .78 .40 .00 .00 ' 125.0 .00 :0 90.0 1.70 2.40 .00 .00 D 125.0 .00 .0 90.0 .13 .15 .01 -.O1 D 120.0 120.0 .00 .00 .0 .090.0 90.0 .13 .16 .15 .20 .01 .01 -.01 -.01 ' 115.0 .00. .0 90.0 .14 .20 .01 -.01 D 115.0 .00 .0 90.0 .13 .15 .01 -.01 110.0 110.0 .00 .00 .0 .0 90.0 90.0 .13 .14 .15 .20 .01 .01' -.01 -.01 105.0 .00 .0 90.0 .14 .20 .01 -.01 D 105.0 .00 .0 90.0 .13 .15 .01 -.01 100.0 100.0 .00 .00 .0 .0 90.0. 90.0 .13 .13 .15 .21 .01 .01 -.01 -.01 95.0 .00. .0 90.0 .13 .21 .01 -.01 D 95.0 .00 .00 .0 .0 90.0 90.0 .12 .12 .16 .16' .01 .01 -.01 -.01 190.0 90.0 .00. .0 90.0 .13 .21 01 -.01 D 85.0 .00 .0 90.0 .13 .21. .01 -.01 85.0 .00 .0 90.0 .12 .16 .01 -.01 0 t, 120.0 .0 4.0 .0 .00 .03 .05 .02 STD 120.0 120.0 4.0 120.0 .12 .00 .05 .01 �PPRESS .......--�. '...FOR THIS LOADING.. ......... MAXIbffiMS.......... LOADS DISPL MEMBER FOONDN ALL DISPL MEMHER FOUNDN INPUT' FORCES LOADS FORCES LOADS no• ye e. yea yea no no no no I............................................................................. LOADING CONDITION Q .......................... 6.............................. �adinq 2; Mind froom 120 tS7 LOADIM ............ tD ELEV APPLY..LOAD..AT' LOAD ......FORCES...... ......MOMENTS...... E. RADIUS' AZI, AZI. HORIZ D0WN VERTICAL,. TORSMAL ft ft kip kip ft -kip ft -kip 1 I 80.0 .00 .0 90.0 .12 .16 .01 -.01 ' D'• 80.0 .00. .0 90.0 .13 .23 .01 -.01 D 75.0 .00 .0 90.0 .13' .23 .01 -.01 75.0 .00 .0 90.0. .12 .18 .01 -.01 70.0 .00 .0 90.0 .12 .18 .01 -.01 D 70.0 .00 .0 90.0 .13 .24 .01 -.01 65.0 .00 .0 90.0 .13 .24 .01 -.01 65.0 .00 .0. 90.0 ,.12 .18 .01 -.01 60.0 .00 .0 90.0 .12 .18 .01 -.01 D 60.0 .00 .0 90.0 .13 .28 .02 -.01 55.0 .00 .0 90.0 .13 .28 .02 -.01 ' 55.0 .00 .0 90.0 .12. .19 .02 -.01 D 50.0 .00 .0 90.0 .12 .19 .02 -.01 D 50.0 .00 .0 90.0 .13 .30 .02 -.01 45.0 .00 .0 90.0 .13 .30 .02 -.01 45.0 .00 .0 90.0 .12.' .19 .02 -.01 D 40.0 .00 .0 90.0 .12 .19 .02 -.01 40.0 .00 .0 90.0 .14 .39 .02 -.01 35.0 .00 .0 90.0 .14: .39 .02 -.01 35.0' .00 .0 90.0 .12 .23 .02 -.01 D 30.0 .00 .0 90.0 .12 .23 .02 -.01 30.0 .00 .0 .90.0 .14 .41 .02 -.01 ' 25.0 .00 .0 90.0 .14 .41 .02 -.01 D 25.0 .00 .0 90.0 .12 .23 .03 -.02 D 20.0 .00 .0 90.0 .12 .23 .03 -.02 .00 .0 90.0 .12 .23 .03 -.02 120.0 10.0 .00 .0 90.0 .12 .23 .03 -.02 D 10.0 .00 .0 90.0 .13 .24 .03 -.02 L• .0 LOADmG• .00 .0 90.0 .13 .24 .03 -.02 .......■....... .... ANTENNA.. .. ... , ATTACHMENT ...........ANTENNA FORCES.. ........ E. . ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip t, 120.0 .0 4.0 .0 .00 .03 .05 .02 STD 120.0 120.0 4.0 120.0 .12 .00 .05 .01 �PPRESS .......--�. '...FOR THIS LOADING.. ......... MAXIbffiMS.......... LOADS DISPL MEMBER FOONDN ALL DISPL MEMHER FOUNDN INPUT' FORCES LOADS FORCES LOADS no• ye e. yea yea no no no no I............................................................................. LOADING CONDITION Q .......................... 6.............................. �adinq 2; Mind froom 120 tS7 LOADIM ............ tD ELEV APPLY..LOAD..AT' LOAD ......FORCES...... ......MOMENTS...... E. RADIUS' AZI, AZI. HORIZ D0WN VERTICAL,. TORSMAL ft ft kip kip ft -kip ft -kip 1 ' 125.0 .00 C 125.0 .00 1125.0 .00 120.0 .00 D 120.0 .00 115.0 .00 115.0 .00 110.0 .00 D 110.0 .00 105.0 .00 105.0 .00 100.0 .00 D 100.0 .00 95.0 .00 ' 95.0 .00 D 90.0 .00 90.0 .00 85.0 .00 85.0 .00 D 80.0 .00 80.0 .00 75.0 .00 75.0 .00 D 70.0 .00 .00 170.0 65.0 .00 D 65.0 .00 60.0 .00 60.0 .do 55.0 .00 A 55.0 .00 50.0 ' .00 50.0 .00 45.0 .00 D 45.0 .00 40.0 .00 40.0 .00 D 35.0 .00 35.0 .00 30.0 .00 30.0 .00 D 25.0 .00 25.0 .00 20.0 .00 20.0 .00 D 10.0 .00 110.0 .00 0 .00 ANTENNA LOADING ............ ....... ANTENNA ....... 17 E. ELEV AZZ ft STD 120.0 .0 120.0 120.0 ir SUPPRESS PRXNTI210 �............aw 1 .0 120.0 .78 .40 .00 .Od .0 120.0 1.70 2.40 .00 .00 .0 120.0 .13 .15 .01 -.01 .0 120.0 .13 .15 .01 -.01 .0 120:0 .14 .20 .01 -.01 .0 120.0 .14 .20 .01 -.01 0 120.0 .13 .15 .01 -.01 .0 120.0 .13 .15 .01 -.01 .0 120.0 .14 .20 .01 -.01 .0 120.0 .14 .20 .01 -.01 .0 120.0 .13 .15 .01 -.01 .0 120.0 .13 .15 .01 -.01 .0 120.0 .13 .21 .01 -.01 .0120.0 .13 .21 .01 -.01 .0 120.0 .12 .16 .01 -.01 .0 120.0 .12 .16 .01 -.01 .0120.0 .13 .21 .01 -.01 .0 120.0 .13 .21 .01 -.01 120.0 .12 .16 .01 -.01 .0 .0 120.0 .12 .16 .01 -.01 .0120.0 .13 .23 .01 -.01 .0 120.0 .13 .23 .01 -.01 .0 120.0 .12 .18 .01 -.01 .0 120.0 .12 .18 .01 -.01 .0 120.0 .13 .24 .01 -.01 .0 120.0 .13 .24 .01 -.01 .0 120.0 .12 .18 .01 -.01 .0120.0 .12 .18 .01 -.01 .0 120.0 .13 .28 .02. -.01 .0 120.0 .13 .28 .02 -.01 .0 120.0 .12 .19 .02 -.01 .0 120.0 .12 .19 .02 -.01 .0 120.0 .13 .30 .02 -.01 .0 120.0 .13 .30 .02 -.01 .0 120.0 .12 .19 .02 -.01 .0 120.0 .12, .19 .02 -.01 .0 120.0 .13 .39 .02 -.01 .0 120.0 .13 .39 .02 -.01 .0 120.0 .12 .23 .02 -.01 .0 120.0 .12 .23 .02 -.01 .0 120.0 .14 .41 .02 -.01 .0 120.0 .14 .41 .02 -.01 .0 120.0 .12 .23 .03 -.01 .0 120.0 .12 .23 .03 -.01 .0 120.0 .12. .23 .03 -.02 .0 120.0 .12 .23 .03 -.02 .0 120.0 .13 .24 .03 -.02 .0 120.0 .13 .24 .03 -.02 ATTACMdENT...........ANTENNA FORCES.......... RAD AZI AXIAL SHEAR. GRAVITY TORSION ft' kip hip kip ft -kip 4.0 .0 -.03 .04 .05 .02 4.0 120.0 .12 .00 .05' .00 ...FOR THIS LOA XNG.. LOADS' DZSPL MEMBER' FOU=M ALL. DZSPL. NEER FODDIDN IZ7POT• FORCES LOADS FORCES. LOADS ao yea ye 8: yea. no a0 no no .............m...........m............................... �ADING CONDITION R•.......m.........mmm............ ......................... + Loading 2; Wind from 150 • MAST LOADING • . i.......... , - LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ' ft ft kip kip ft -kip ft -kip .0 125.0 .00 ' .0 150.0 .78 .40 .00 .00 125.0 125.0 .00' .00 .0 .0 150.0 150.0 1.70 .14 2.40 .15 .00 .01 .00 .00 D 120.0 .00 .0 150.0 .14 .15 .01 .00 • 120.0 .00 .0 150.0 .15 .20 .01 .00 ' 115.0 .00. .0 150.0 .15 .20 .01 .00 D 115.0 .00 .0 150.0 .13 .15 .01 .00 D ' 110.0 110.0 .00' b0 .0 .0 150.0 150.0 .13 .14 .15 .20 .01 .01 .00 .00 105.0 .00 .0 150.0 .14 .20 .01 .00 D 105.0 .00 .0 150.0 .13 .15 .01 .00 • 100.0 100.0 .00 , .00 .0 .0 150.0 150.0 .13 .14 .15 .21 .01 .01 .00 .00 95.0- .00 .0 150.0 , .14 .21 .01 .00 D 95.0 .00__ .0 150.0 .13 .16 .01 .00 90.0 90.0 .00 .00• .0 .0 150.0 150.0 .13 . .13 .16 .21 .01 .01 .00 .00 85.0 .00 .0 150.0 .13 .21 .01 .00 D, 85.0 .00• .0 150.0 .12 .16 .01 .00 80.0 .00 .0 150.0 .12 .16 .01 .00 ' 80.0 .00 .0 150.0 .13 .23 .01 •' .00 D 75.0 .00 ..0 150.0 .13 .23 .01 .00 75.0 70.0 .00 .00 .0 .0 150.0 150.0 .12 .12 .18 .18 .01 .01 .00 .00 70.0 .00 .0 150.0 .13 .24 .01 -.01 D 65.0 .00 .0 150.0 .13 .24 .01 ,-.01 65.0 60.0 .00 .00 .0 .0 150.0 150.0 ' .12 .12 .18 .18 .01 .01 -.01 • . -.01 60.0 .00 0 150.0 .13 .28 .02 -.01 'D 55.0 .00 .0 150.0 .13 .28 .02 -.01 55.0 .00 .0 150.0 .12 .19 .02 -.01 ' 50.0 .00 .0 150.0 .12 .19 .02 -.01 D 50.0 .00 .0 150.0 .13 .30. .02 -.01 ' D ' 45.0 45.0 .00 .00 .0 .0 150.0 150.0 .13 .12 .30 .19 .02 .02 -.01 ' -.01 . 40.0 .00, .0 150.0 .12 .19 .02 -.01 D 40.0 .00 .0 150.0 ,14 .39 .02 -.01 ' • 35.0 35.0 .00 .00 .0 .0 150.0 -150.0 .14 .12 .39 .23 .02 .02 -.01 -.01 30.0 ' .00 .0 150.0 .12 .23, .02 -.01 ' r-.01 • D 30.0 .00 .0 150:0 .14 a .41 .02 25.0 .00 .0 150.0 .14 .41 .02 -.01 ' ' ,25.0 .00 .0 150.0 .13 .23 .03 -.01 D 20.0. .00 .0 150.0 .13 .23 .03 •-.01 'D 20.0 .00 .0 ,150.0 .13 .23 .03 -.01 • , 10.0. .00 .0 150.0 .13 .23 .03 -.01 10.0 .00 .0. 150.0 .13 .24 .03 -.01 D .0 .00 .0 150.0 .13 .24 .03 -.01 L"m LOADING ............... ...ANTEam........ ATTACHMENT ...........ANTENNA FORCES.......... . ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip �TD 120.0 .0 4.0 .0 -.06 .03 .05 R .02 TD 120.0 120.0 4.0 120.0 .12 .00 .05 -.01 ` IrPRESS PRINTING .............. ...FOR 'LOADS DISPL THIS LOADING.. MEMBER FOUNDN ......... MAX3lWMS.......... ALL DISPL MEMBER FOUNDN INPUT FORCES LOAD FORCES LOADS ' no. yes yes yes no no no no �anaaaa.a uaaaaasaa u.vavn uaaa..a.annanna.a.an.a.m uaa ....................... LOADING CONDITION S aaaavaaaavaaaaaaaa .... ......................... a........ adinq 2; wind from 180 uT' LOADING ......... ` r AD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ...... MOMENTS ...... E RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip 125.0 .00 .0 180:0 .78 .40 .00 .00 125.0 .00 .0 180.0 1.70 2.40 .00 .00 125.0 120.0 .00 .00 .0 .0 180.0 180.0 .14 .14 .15 .15 .01_ .01 .00 .00 120.0 .00 .0 180.0 .15 .20 .01 .00 D 115.0 .00 .0 180.0 .15 .20 .01 .00 115.0' .00 .0 180.0 .14 .15 .01 .00 110.0 .00 .0 180.0 .14 .15 .01 .00 D 110.0 .00 .0 180.0 .15. .20 .01 00 D 105.0 105.0 .00 .00 .0 .0 180.0 180.0 .15 .14 .20 .15 .01 .01 .00 .00 100.0 .00 .0 180.0 .14 .15 .01 .00 D 100.0 .00 .0 180.0 .15 .21 .01 .00 95.0 95.0 .00 .00 .0 .0 180.0 180.0 .15 .13 .21 .16 .01 .01 .00 .00 90.0 .00 .0 180.0 .13 .16 .01 .00 . D 90.0 .00 .0 180.0 .14 .21 .01 .00 85.0 } 85.0 .00 .00 .0 .0 180.0 180.0 .14. .13 .21 .16 .01 .01 .00 .00 80.0 .00 .0 180.0 .13 .16 .01 .00 D 80.0 .00 .0 180.0 .14 .23 .01 .00 75.0 .00 .0 180.0 .14 .23 .01 .00 75.0. .00 .0 180.0 .13' .18 .01 .00 D 170.0 .00 .0 180.0 .13 .18 .01 .00 D 70.0 .00 .0 180.0 .14 .24 .01 .00 , 65.0 .00 .0 •180.0 180.0 .14 .24 .01 .00 , 65.0 .00 .0 .13 .18 .01 .00 D 60.0 .00 .0 180.0 .13 .18 .01 .00 ' 60.0 .00 .0 180.0 .14 28 .02 .00 55.0 .00 .0 180.0 .14 .28 .02 .00 D 55.0 .00 .0 180.0 .13 S .19 .02 .00 D 50.0 .00 .0 180.0 .13 .19 .02 .00 50.0 .00 .0 160.0 .14 .30 .02 .00 45.0 .00 ' .0 180.0 .14 .30 .02 .00 D 45.0 .00 .0 180.0 .12 .19 .02 .00 40.0.00 .0 180.0 .12 .19 .02 .00 I■ 40.0 .00 .0 180.0 .15 .39 .02 .00 'ID• 35.0 .00 .0 180.0 .15 .39 .02 .00 D 35.0 .00 .0 180.0 .13 .23 .02 .00 30.0 .00 .0 180.0 .13 .23. .02 .00 30.0 .00 .0 180.0 .15 .41 .02 .00 D 25.0 .00 .0 180.0 .15 .41 .02 .00 D •25.0 .00 .0 180.0 .13 .23 .03 .00 20.0 .00 .0 180.0. .13 .23 .03 .00 20.0 .00 .0 180.0 .13 .23 .03 .00 D 10.0 .00 .0 180.0 .13 .23 .03 .00 10.0 .00 .0 180.0 .14 .24 .03 .00 .0 .00 .0 180.0 .14 .24 .03 .00 ANTENNA LOAD;M= �........■..... .......ANTENNA....... ATTACHMENT .........ANTENNA FORCES.......... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft r ft kip kip kip ft-kip STD 120.0 .0 4.0 .0 -.08 .00 .05 .00 120.0 120.0 4.0 120.0 .13 .02 .05 -.O1 LESS•PRINT3NG .................• • ...FOR THIS LOADING.. ....... .."Im'UMS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOUNDN ZNPOT• FORCES LOADS .FORCES .LOADS , no yes yes yes no no no no .............................................................................. ADXNG CONDITION T......................................................... ading 21 Wind from 210 MAST LOADING ' ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... .TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip 125.0 -.00 .0 210.0 .78 .40 .00 .00 C 125.0 ' .00 .0 210.0 1.70 2.40 .00 .00 125.0 .00 .0 210.0 .14. •.15 .01 .00 D 120.0 .00 .0 210.0 .14� .15 .01 .00 D 120.0 .00 .0 210.0 .15 .20 .01 .00 .15 115.0 .00 .0 210.0 .15 115.0 .00 .0 210.0 D 110.0 .00 .0 210.0 .00 .14 110.0 .00 .0 210.0 ' .01 105.0 .00 .0 210.0 ' D 105.0 .00 .0 210.0 .14 .21 100.0 .00 .0 210.0 .01 .00 100.0 .00 .0 210.0 .13 .21 95.0 .00 .0 210.0 D 95.0 .00 .0 210.0 .00 .12 90.0 .00 .0 210.0 .23 .01 90.0 .00 .0 210.0 .00 .121 85.0 .00 .0 210.0 D 85.0 .00 .0 210.0 .01 .01 80.0 .00 .0 210.0 .12 ' 80.0 .00 .0 210.0 D 75.0 .00 .0 210.0 .01 75.0 .00 .0 210.0 .12 .19 70.0 .00 .0 210.0 .02 .01 70.0 .00 .0 210.0 D 65.0 .00 .0 210.0 .19 .02 65.0 .00 .0 210.0 .01 .14 60.0 .00 .0 210.0 .39 .02 60.0 .00 .0 210.0 D 55.0 .00 .0 210.0 .14 .41 55.0 .00 .0 210.0 .02 .01 50.0 .00 .0 210.0 D 50.0 .00 .0 210.0 D 45.0 .00 .0 210.0 .03 .01 45.0 :00 .0 210.0 .13 .24 40.0 .00 .0 210.0 ._ D 40.0 .00 .0 210.0 35.0 .00 .0 210.0 35.0 .00 .0 210.0 30.0 .00 .0 210.0 D 30.0. .00 .0 210.0 25.0 .00 .0 210.0 25.0 .00 .0 210.0 20.0 .00 .0 210.0 D 20.0 .00 .0 210.0 10.0 .00 .0 210.0 10.0 .00 .0 210.0 D .0 .00 .0 210.0 FTENNA .LOADING ... .. ...ANTENNA....... E ELEV AZI ATTACHMENT RAD AZI ft ft 120.0 .0 4.0 .0 'TD TD 120.0 120.0 4.0 120.0 .............. PRESS PRINTINGIr . ...FOR THIS LOADING.. 'LOADS DISPL 1]lTPUT NEb03ER FORCES FOUNDS LOADS ' no yes yes yes ................................... ,1 .15 .20 .01 00 .13 .15 .01' .00 ' .13 .15 .01 .00 .14 .20 .01 .00 .14 .20 .01 .00 .13 .15 .01 .00 .13 .15 .01 .00 .14 .21 .01 .00 .14 .21 .01 .00 .13 .16 .01 .00 .13 .16 .01 .00 .13 .21 .61 .00 .13 .21 .01 .00 .12 .16 .01 .00 .12 .16 01 .00 .13 .23 .01 .00 .13 .23 .01 .00 .121 01 01 .00 .12. .18 .01 .00 . .13 .24 .01 .01 .13 .24 .01 .01 .12 .18 .O1 .01 .12 .18 .01 .01 .13 .28 .02 .01 .13 .28 .02 .01 .12 .19 .02 .01 .12 .19 .02 .01 .13 .30 .02 .01 .13 .30 .02 .01 .12 .19 .02 .01 .12 .19 .02 .01 .14 .39 .02 .01 .14 .39 .02 .01 .12 .23 .02 .01 .12 .23 .02 .01 .14 .41 .02 .01 .14 .41 .02 .01 .13 .23 .03 .01 .13 .23 .03 .01 .13 .23 .03 .01 .13 .23 .03 .01 .13 .24 .03 .01 .13 .24 .03 .01 ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION kip kip hip ft -kip -.06 -.03 .05 -.02 .00 .03 .05 .02 .........IKM324UDM .......... ALL DISPL MEMBER POUNDS FORCES LOADS no no no no c LIM, CONDITION .IIsiiiisiiiii.iiiiiiiiiiiiiiiiiisoiiiiioiiooiiiiioiiii rding 2j. wind from 240 T LOAD1'NG asaaiiaiii ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL . ft ft kip kip ft -kip ft -kip 125.0 .00 .0 240.0 .78 .40 .00 .00 ' 125.0 .00 .0 240.0 1.70 2.40 .00 .00 D 125.0 .00 .0 240.0 .13 .15 .01 .01 ' 120.0 .00 .0 240.0 .13 .15 .01 .01 120.0 .00 .0 240.0 .14 .20 .01 .01 D 115.0 .00 .0 240.0 .14 .20 .01 .01 1154 .00 .0 240.0 .13 .15 .01 .01 110.0 .00 .0 240.0 .13 .15 .01 .01 110.0 .00 .0 240.0 .14 .20 .01 .01 ' D 105.0 .00 .0 240.0 .14 .20 .01 .01 105.0 .00 .0 240.0 .13 .15 .01 .01 100.0 .00 .0 240.0 .13 .15 .01 .01 100.0 .00 .0 240.0 .13 .21 01 .01 D 95.0 .00 .0 240.0 .13 .21 .01 .01 ' 95.0 :00 .0 240.0 .12 .16 .01 .01 90.0 .00 .0 240.0 .12 .16 .01 .01 D 90.0 .00 .0 240.0 .13 .21. .01 .01 85.0 .00 .0 240.0 .13 .21 .01 .01 85.0 .00 .0 240.0 .12 .16 .01 .01 80.0 .00 .0 240.0 .12 .16 .01 .01 D 80.0 .00 .0 240.0 .13 .23 .01 .01 75.0 .00 .0 240.0 .13 .23 .01 .01 75.0 .00 .0 240.0 .12 .18 .01 .01 70.0 .00 .0 240.0 .12 .18 .01 .01 D 70.0 .00 .0 240.0 .13 .24 .01 .01 65.0 .00 .0 240.0 .13 .24 .01 .01 ' 65.0 .00 .0 240.0 .12 .18 .01 .01 D 60.0 .00 .0 240.0 .12 .18 .01 .01 60.0 .00 .0 240.0 .13 .28 .02 .01 55.0 .00 .0 240.0 .13 .28 .02 .01 55.0 .00 .0 240.0 .12 .19 .02 .01 D 50.0 .00 .0 240.0 .12 .19 .02 .01 50.0 .00 .0 240.0 .13 .30 .02 .01 45.0 .00 .0 240.0 .13 .30 .02 .01 45.0 .00 .0 240.0 .12 .19 .02 .01 D 40.0 .00 .0 240.0 .12 .19 .02 .01 40.0 .00 .0 240.0 .13 .39 .02 .01 ' 35.0 .00 .0 240.0 .13 .39 .02. .01 D 35.0 .00 .0 240.0 .12 .23 .02 .01 D 30.0 .00 .0 240.0 .12 .23 .02 .01 ' 30.0.00 .0 240.0 .14 .41 .02 .01 25.0 .00 .0 240.0 .14 .41 .02 .01 D 25.0 .00 .0 240.0 .12 .23 .03 .01 20.0 .00= .0 240.0 .12. .23 .03 .01 20.0 .00 .0 240.0 .12 .23 .03 .02 10.0 .00 .0 240.0 .12 .23 .03 .02 D 10.0 .00 .0 240.0 .13 .24 .03 .02 0 .00 A 240.0 .13 .24 .03 .02 LOADING, iiiiiiiiii" e .......A912 m....... ATTACHMENT" ...........ANTIUM FORCES.......... TYPE, ELEV AZI' RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kipft-kip STD 120.0 .0 4.0 .0 -.03 -.04 .05 -.02 120.0 120.0 [PRESS PRINTING ------.. 4.0 120.0 -.03 .04 .05 .02 ' ..aass.. " ...FOR THIS LOADING.. ......... MAX1'MUMS.......... . LOADS DISPL M131BER FOUNDH ALL DISPL MEMBER FOUNDN INPUT FORCES LOADS FORCES LOADS no yea yea yen no no no no aa..aua.......a........a.a......aaa.a ....................................... .lADING CONDITION V a.a..........aaa.aaaa.a oading 2; wind from 270 .................................. . MAST LOADING a........ IAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... . TYPE RADIUS- AZI AZI. HORIZ DOWN VERTICAL TORSNAL ft 125.0 ft .00 .0 270.0 kip .78 kip .40 ft-kip .00 ft-kip .00 , C 125.0 .00 .0 270.0 1.70 2.40 .00 .00 125.0 .00 . .0 270.0 .13 .15 .01 .01 D 120.0 .00 :0 270.0 .13 .15 .01 .01 D 120.0 ' 115.0 .00 .00 .0 .0 270.0 270.0 .14 .14 .20 .20 .01 .01 .01 .01 115.0 .00 .0 270.0 .13 .15 .01 .01 D 110.0 .00 .0 270.0 .13 .15 .01 .01 110.0 105.0 .00 .00 .0 .0 270.0 270.0 .14 .14 .20 .20 .01 .01 .01 .01 105.0 .00 .0 270.0 .13 .15 .01 .01 D 100.0 .00 .0 270.0 .13 .15 .01. .01 100.0. .00 .0 270.0 .13 .21 .01 .01 ' R 95.0 .00 .0 270.0 .13 .21 .01 .01 D 95.0 .00 .0 270.0 .12 .16 .01 .01 D 90.0 90.0 .00 .DO .0 0 270.0 270.0 .12 .13 .16 .21 .01 .01 D1 D1 85.0 .00 .0 270.0 .13 .21 .01 .01 D 85.0 .00 .0 270.0 .12 .16 .01 .01 80.0 80.0 .00 .00 .0 .0 270.0 270.0 .12 .13 .16 .23 01 O1 .01 .01 75.0 .00 .0 270.0 .13 .23 .01 .01 D 75.0 .00' .0 270.0 .12 .18 .01 .01 70.0 70.0" .00 .00' 0 0 270.0 270.0 .12 .13 .18 .24 .01 .01 .01 .01 ' 65.0 .00' .0 270.0 .13 .24. .01. .01 D 65.0 60.0.00 .00 .0 .0 270.0 270.0 .12 .11 .18 .18 .01 .01 .01 .01 •w ' 60.0 .00' .0 270.0 .13' .28 .02 .01 D 55.0 .00 .0 270.0 .13 .28 .02 .01 55.0 .00 .0 270.0 .12 .19 .02 .01 50.0 .00 .0. 270.0 .12 19 .02 .01 + , 50.0 '.00 .0 270.0 .13 .30, .02 01 D 45.0 .00 .0 270.0 .13 .30 .02. .01 + 45.0 .00 .0 270.0 .12 .19 .02 .01 ' . 40.0 .00 .0 270.0 .12 .19 .02 .01 D 40.0 .00• .0 270.0 .14 .39 .02 .01 35.0 .00, .0 270.0 .14 .39 .02 .01 ' 35.0 .00 .0 270.0 .12 .23 .02 .01 30.0 .00 .0 270.0 .12 .23 .02 .01 . D 30.0 .00 .0 270.0 .14 .41 .02 .01 • 25.0 .00 0 270.0 .14 .41 .02 .01 25.0 .00 .0 270.0 .12 .23 .03 .02 20.0, .00 .0 270.0 .12 .23 .03 .02 D 20.0 .00 .0 270.0 .12 .23 .03 .02 10.0 .00 .0 270.0 .12 .23 .03 .02 ' 10.0 .00 .0 270.0 .13 .24 .03 .02 D �.0.00 .0 270.0'. .13 .24 .03 .02 ' � LOADING ....■...... • . .....ANTENHA........ ELEV. AZI, ATTACHMENT RAD , AZI ...........ANTENNA FORCES.......... AXIAL SHEAR GRAVITY TORSION ft ft- kip kip kip ft -kip 120.0 -^ .0 4-:0- ..• .0' .00 -.03 .05 -.02 120.0 120.0 4.0 120.0 -.06 .03 .05 .02 + ' • SUPPRESS PRINTINGU, ° ............ may. S • ...FOR THIS LOADING.. ......... MAXIMUM .......... �GP •�`�"` '""' LOADS DISPL MEMBER FOUNDN. ALL DISPL_ MEMBER. FOUNDN - INPUT FORCES LOADS FORCES LOADS s�,c'tn � nr-tea:,.:•=-.... •.`•� ..... .. - ._� "� . _i�;.,,,,,..::�"'. ""r-�-�.n9...v' �_ ,:. _..: ,,: ^ `• --' ^-' -.."c'-�. :.a ",� •,-,..... -:.-. ^ - .._. - _ .. �_ ��.,.a...=.ate •-•...�••> �-= ��•^,• - no yes yes yesY n0 n0 no no • aa.a.....a.a......a..aa..aa.aa......aaa...a............a......a......a...... ,`LADING CONDITION W,...•a........aaaa ........................................ lading 21 Wind fr=.300 •' - LOADING •, , ,LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... ° RADIUS AZI AZI' HORIZ DOWN VERTICAL TORSNAL �E ft ft kip kip ft -kip ft -kip . 125.0 .00 125.0 .00 .0 300.0 .0 300.0 .78 1.70 40 2.40 .00 .00I .00 .00 ' •D 125.0 .00 .0 300.0 .14 .15 .01 .01 120.0 .00 120.0 .00 .0 300.0 .0 300.0 .14 .15 .15 .20, .01 .01 .01 .01 115.0 .00 .0 300.0 .15 .20 .01 .01 ' D 115.0 .00 .0 300.0 .14 .15 .01 .01. 110.0 .00 .0 300.0 .14 .15 .01 .01 ' ' 110.0 .00 .0. 300.0 .14 f .20 .01 .01 D 105.0 .00 .0 300.0 .14 .20 .01 .01 D 105.0* °.00 ' .0 ' 300.0- •.13 , .15 .01 .01 ' 100.0 .00 .0 300.0 .13 .15 .01 .01 D 100.0 .00 .0 300.0 .14 .21 .01 .01 D 95.0 .00 .0 300.0 .14 .21 .01 .01 95.0 .00 .0 300.0 .13 .16 .01 .01 ' 90.0 .00 .0 300.0 .13 .16 .01 .01 D 90.0 .00 .0 300.0 .14 .21 .01 .01 85.0 .00 .0 300.0 .14 .21 .01 .01 85.0 .00 .0 300.0 .13 .16 .01 .01 80.0 .00 .0 300.0 .13 .16 .01 .01 D 80.0 .00 .0 300.0 .14 .23 .01 .01 75.0 .00 .0 300.0 .14 .23 .01 .01 75.0 .00 .0 300.0 .12 .18 .01 .01 70.0 .00 .0 300.0 .12 .18 .01 .01 D 70.0 .00 .0 300.0 .14 .24 .01 .01 65.0 .00 .0 300.0 .14 .24 .01. .01 65.0 .00 .0 300.0 .12 .18 .01 .01 D 60.0 .00 .0 300.0 .12 .18 .01 .01 60.0 .00 .0 300.0 .14 .28 .02 .01 55.0 .00 .0 300.0 .14 .28 .02 a .01 55.0 .00 .0 300.0 .12 .19 .02 .01 D .50.0 .00 .0 300.0 .12 .19 .02 .01' 50.0 .00 .0 300.0 .14 .30 .02 .01 45.0 .00 .0 300.,0 .14 .30 .02 .01 45.0 .00 .0 300.0 .12 .19 .02 .01 D 40.0 .00• .0 300.0 .12 .19 .02 .01 .00 .0 300.0 .15 .39 .02 .01 140.0 35.0 .00 .0 300.0 .15 .39 .02 .01 D 35.0 .00 .0 300.0 .12 .23 .02 .01 30.0 .00 .0 300.0 .12 .23 .02 .01 30.0 .00 .0 300.0 .15 .41 .02 .01 25.0 .00 .0 300.0 .15 .41 .02 .01 D 25.0 .00 .0 300.0 .13 .23 .03 .01 20.0 .00 .0 300.0 .13 .23 .03 .01 20.0 .00 .0 300.0 .13 .23 .03 .02 10.0 .00 .0 300.0 .13 .23 .03 .02 • D 10.0 .00 .0 300.0 .14 .24 .03 .02 ' 0 .00 .0 300.0 .14 .24 .03 .02 ANTENNA LOADING • ,.o...ANTENNA ....... ATTACHMENT ...... ..ANTENNA FORCES.......... TYPE ELEV AZI RAD AZZ AXIAL SHEAR GRAVITY TORSION U120.0 ft ft kip kip kip ft -kip .0 4.0 .0 .13 -.02 .05 .01 STD 120.0 120.0 4.0 120.0 -.08 .00 .05 .00 PRESS PRIN'lZNo ' ...FOR THIS LOADING.. ...... :..MABDSUKS.......... LOADS DISPL MEMBER FOUNDN ALL DISPL MEMBER FOIIND®T INPUT FORCES LOADS FORCES LOADS no,yes yes yes no no no no ' .. ............................................................................ LOADING CONDITION X ......................................................... Ling 21 Wind from 330 MAST LOADING,: .............• , KAD ELEV APPLY..LOAD..AT LOAD .....FORCES...... ...... Moms•••••. TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip • kip ft-kip ft-kip 125.0 .00 .0 330.0 ..78 .40 .00• .00 C 125.0 .00 .0 330.0 1.70 2.40 .00 .00 125.0+ .00 .0 330.0 .14 .15 .01 .00 D 120.0 .00 .0 330.0 .14 .15 .01 .00 D 120.0 .00 .0 330.0 .15 .20 .01• .00 115.0 .00 .0 330.0 .15 20 .01 .00 ' 115.0 .00 .0 330.0 .13 .15 .01 .00 D 110.0 .00 .0 330.0 .13 .15 .01 .00 110.0 .00 . .0 330.0 .14' .20 .01 .00 105.0 .00 .0 330.0- .14 .20 .01 .00 105.0 .00 .0 330.0 .13 .15 .01 .00 D 100.0 .00 .0 330.0 .13 '.15 .01 .00 100.0, .00 .0 330.0 .id. .21 .01 .00 ' 95.0 .00 .0 330.0 ld 21 01 .00 D 95.0 .00 .0 330.0 .13 • 16 .01 .00 D 90.0 .00 .0 330.0 .13 .16 .01 .00 90.0 .00 .0 330.0 .13 .21 .01 .00 ' 85.0 .00 .0 330.0 .13 .21 .01 .00 D 85.0 .00 .0 330.0 .12 .16 .01 .00 80.0 .00 .0 330.0 .12 .16 .01 .00 80.0 .00 .0 330.0 .13 .23 .01 .00 75.0 .00 .0 330.0 .13 .23 .01 .00 D 75.0 .00 .0 330.0 .12 .18 01 .00 70.0 .00 .0 330.0 .12 .18 .01 .00 '70.0 .00 .0 330.0 .13 .24. .01 .01 D 65.0 .00 .0 330.0 .13 .24 .01 .01 D 65.0 60.0 .00 .00 .0 .0 330.0 330.0 .12 .12 .18 .18 .01 .01 .01 .01 60.0 .00 .0 330.0, .13 .28 .02 .01 D 55.0 .00 .0 330.0 .13 .28 .02 .01 55.0 50.0 .00 .00 .0 .0 330.0 330.0 .12 .12 .19 .19 .02 .02 .01 .01 50.0 .00 .0 330.0 .13 .30 .02 .01 ' D 45.0 .00 .0 330.0 .13 .30 .02 .01 45.0 40.0 .00 .00' .0 .0 330.0 330.0 .12 .12. .19 .19 .02 .02 .01 01 40.0 .00 .0 330.0 .14 .39 .02 .01 D 35.0 .00 .0 330.0 .14 .39 .02 .01 35.0 .00 .0 330.0 .12 .23 .02 .01 30.0 .00 .0 330.0 .12 .23 .02 .01 D 30.0 .00 .0 330.0 .14 .41 .02 .01 25.0 25.0 .00 .00 .0 .0 330.0 330.0 .14 .13 .41 .23 .02 .03 .01' .01 20.0 .00 .0 330.0 .13 .23 .03 .01 D 20.0 .00 .0 330.0 .13 .23 .03 .01 10.0 10.0 .00 .00 .0 .0 330.0 330.0 .13 .13 .23 .24• .03 .03 .01 .01 .0 .00 .0 330.0 .13 .24 .03 .01 EMA I.0ADIIaO. .............. .......ANTENNA...:...., ATTACSUM* ........... ANTE M FORCES.......... E ELEV AZI. RAD' AZI AXIAL SEEM GRAVITY TORSION' ft ft. kip kip kip ft-kip 120.0 • .0 4.0 .0' .12 •.00 .05 .01 m m FIT Ms OP � W MR P EP SM pM�� °ox � tl o s 3 °oz � tl imp= �qm rga r Y !E yn� yn 8 8 tl t tl w O n a m ■ 4d ■ ►tli w ■ o o In p ■ H H n m n ?P d u o r ■ m lrpV ol � • � hl 9 M 9 tl s .. ■ ■ y m O m m m : Q r p r N o 0w ■ o ■ ■ to ■ o r � A M r ■ r a o ■ ugM r W m p m ■ r ■ n a ■ ■ • 0 ■ n °ox � tl o s 3 °oz � tl imp= �qm r m mw� Er : Ti a w O n a m ■ 4d ■ ►tli w ■ o o In p ■ H H n m n ?P d u o r ■ m lrpV ol • Y I O r W 0 s .. ■ ■ y m O m m m : Q r p r a ZZ r o •' r p � A M a� ■ ■ y o P e ■ u ugM r W m p m a ■ Y n n p O tj ( ro r a n : m p n ... Y e EA : p •q n y9�C W e Ch or, : m. ■ ° fa : br Wp wp ■ ■ d bto ad ■ 0 O ■ t Y OI d r tl r tl m R •• m ■ G ■ r Y R ■ p ■ r n Y ■ n m U1 a c ■ R ■ 01 ■ P 1+ ■ _ I O N u Pi of O p m� 101, rm �s Tms go?�6 N u AOAO, ►.� SOS r Ox f' 0zO ►'. zo ti' 01 f' pOH >'. G jp�� M �. N E N ptr M jQt!M ►Q£!M t y1� M pF! in MpM 2 pM 7. pM '$ pM 7. pM 7� pM z QM 4i pt z B O 4 - p N p Iq 9 O , N r Ch ■ W ■ _ ■ W Y O tl J Y a, n M ■ pDO ■ O ■ O ■ O Y O ■ O Y O tl O U O Y ■ ■ r n a o u d ■ ■ r ■ A a d 0 d ■ p ■ r / 0 e Y U tl ■ ■ ■ / r o n u r r / ■ r r A 0 Y r Y - ■ o Y ■ ■ Y d ■ ■ ■ ■ o u n r uY r ■ ■ ■ ■ A o Y ■ r un r ■ r r r n da r ■ ■ r 0 tl ■ � U � tl Y ■ tl Y p B n d 113 ■ ' r ■ a 0 Y tl 0 Y 0 ■ ■ n r a. n u ■ ■ r r 0 tl tl tl tl r ■ ■ o Y n n o u ■ o ■ ■ a ■ a Y Y ■ r r r o 0 o a u n tl r r a n a a n r ■ r r on ■ ■ o r ■ ■ r r on ■ on r r e r ■ r Y r an tl Y r r e r n r On n ■ A ■ ■ ■ u A n n o o ■ ■ r a / o r ■ ■ ■ r ■ n r n ■ ■ ■ ■ ■ r r a tl ■ ■ ■ IN ■ n ■ r e ■ ■ r ■ r o ■ o Y e ■ ■ r o u ■ n ■ ■ ■ ■ ■ / a ■ n d n r r u u d r ■ / o ■ a n o ■ r ■ ■ 0 ■ a 0 Y tl r r a a r / n ■ ■ ■ / ■ o e r Y ■ ■ ■ r r a a o u ■ r / / ■ ■ e o r n r ■ ■ r o n n a d ■ ■ ■ ■ ■ ■ n r a ■ o ■ r u r n n n ■ r �ADING.CONDITION' Pmammmomo......mmammmmmm...............m...vo��i�e..am Loading 21 Wind.from: 90 �ADING CONDITION Q■aaa..aamm........mam.am.ss.a.a......................a... Loading 2; Wind from 120 , 1 ' ADING CONDITION R man.m...mmma.....aammaaa................................. ading 2; Wind from 150 . ~ 1 lADnqG CONDITION S. ...................................................... a.. oading 2p Wind from 180 1 ' LOADING CONDITION T amaaaaeaaan=aasana=ane===n ..............aa.anaaan..eaama. �oading 2; Wind from 210 { LOADING CONDITION Uamma...=m.a.a..aaamaaaaam..................mom.ao...... �oading 2; Wind from 260 1 LOADING CONDITION V•••••n...■.....mm..a...............................nm.eam �oading 2;.Wimd from 270 UD3NG•CONDITION W==.a..aa.anammm.aa....amm.........s..a...0 a............. �ading 2; Wind from 300 LING CONDITION X m........saausu.a..................oama..........oms. ding 21 Wind.from 330 y ............................m..........a...........n........................... . , T - Latticed Tower Analysis (Unguyed) .(c) 1995 Weisaan Consultants Inc. Processed under license at: VANC i ROYLE TELCOM,3Iac. - Sioux City, Iowa. on: 6 auq 1998 at, 8:56:26 . ............................................ ................................ MA.ZIZ= MAST DISPLACEMENTS: • ........................ � ; ELEV -----DEFLECTIONS (ft)---- --TILTS (DEO)-- TWIST ft _ NORTH EAST DOWN NORTH EAST DEO ' 125.0 .690 S - -.654 P 007 S .540 S. =.514 P -.007 B •120.0 .642 S -.608 P .006 S .539 S -.513 P -.007 B 115.0 .594 S -.563 P .006 S .535 S -.509 P -.007 B '110.0 .547 S -.518 P .006 S .528 S -.503 P -.007 B 105.0 .501 S -.474 P .005 S ..517 S =.492 P .006 V • 100.0 .455 S -.431 P .005 S .502 S -.477 P .006 V 95.0 .411 S -.389 P .005 S .486 S -.462 P .006 V 90.0 �' .369 S -.349 P .004 S .466 S -.442 P .006 V 85.0 .328 S -.310 P .004 S .440 S -.418 P .005 V 80.0 .290 S -.274 P .004 S S -.388 P .005 V 75.0 .254 S -.240 P .004 S •.410 .383 S -.363 P .005 V ' 70.0 .222 S -.209 P .003 S .356 S -.337 P .004 V 65.0 .191 S -.180 P .003 S .328 S -.311 P .004 V 60.0 .163 S -.153 P .003 S ..301 S -.285 P .004 V ' 55.0 .137.8 -.129 P .003 S .273 8 -.258 P .003 V 50.0 .113 S -.107 P .003 S .245 S -.232 P .003 V , 45.0 .092 S -.087 P .002 S .217 S -.205 P .003 V. ' 40.0 35.0 .073 .057 S -.069 P S -.054 P .002 S .002 8 .189 .165 8 3 -.178 P -.156 P .002 .002 V V 30.0 .042 S -.040 P .002 S .142 S -.134 P .002 V 25.0 .031 S . -.029-P .001 M ,.119 8 -.112 P .001 V 20.0 .020 S -.019 P .001 M. .095 S -.090 P .001 V ' 10.0 .005 S -.005 P .001 M .047 8 -.045 P .000 V .0 000 A .000 A .000 A .000 A .000 A .000 A tIMUM ANTENNA ROTATIONS: .........................■ ' ELEV ANT ANT ------BEAM DEFLECTIONS (DEO)------ + ft AZI TYPE DROLL YAW PITCH TOTAL .0 STD .513 P .008 U -.539 8 .539 S '120.0 120.0 120.0 STD .526 % .008 V -.529 0 .529 0 . . I mum: TENSION IN NAST MEMBERS (kip) ................................... ELEV • LEGS • DIM HORIZ BRACE ft , -'125.0 125.0 -------------------- .25 C .00 A 26 A 1.28 I 120.0 -------------------- .19 4 • .00 A ' 3.44.. A 1.60 P i � • 115.0 ----------- .06.0 .00 A 6.78 A 1.87 % -------------------- 18 M .00 A 10.99 A 2.16 E , 105.0 -------------------- .21 N .00 A 15.54 A. 2.43 X'• 100.0 -------------------- .27 M .00 A 20.76 A 2.73 X 95.0-------------------- .28 M .00 A ' . 26.40A 3.00 X 90.0 -------------------- .25 M .00 A 32.99 M 3.30 %' ' 85.0 -------------------- .56 M .00 A 39.95 M 3.51 X' . .80.0 -------------------- .13 M .00 A 45.78 M M ' 75.0 -------------- -203 - .49 M .00 A 50.03 M • 2.12 X 70.0 -------------------- .28 M .00 A 53.86 M2.15 % ' 65.0 ---------------- --- .37 M .00 A 57.82 M 2.24 X 60.0 -------------------- 31 M 00 A ' 61.60 M------2 31 X 55.p 31 M 00 A 65.36 M 2.35 R + 50.0 -------------------- .28 M .00 A 69.05 M 2.48 X 45.0 ---------------- --- .29 M .00 A 72.73 M 2.56 R ` 40.0 -------------------- .30 M .00 A ' 76.34 M 2.65 X 35.0 -------------------- .27 M .00 A 79.88 M 2.74 R 30.0 -------- ----------- 59 M 00 A 83.32 M 2.79 X 25.0 -------------------- .22 M .00 A ' 20.0 86.98 ---------------- M 299 R .27 M .00 A 92.11 M 3.58 % 10.0 -------------------- 1.33 M .00 A 99.17 M3 70 M ' .0 ---------------- .00 A .00 A IMOM COMPRESSION IN MAST MEMBERS . ............................... (kip) ELEV LEGS DIAD HORIZ BRACE ' ' ft 125.0 -------------------- -.20 A .00 A S -1.34 C '-2.08 120.0 -------------------- -.17 C .00 A -5.77 S -1.63 P 115.0 -------------------- 00 A 00 A • -9.67 8 -1.91 X 110.0 -------------------- =.13 C .00 A -14.52 8 -2.21 X 105.0 -.13 a .00 A ' -19.82 8 -2.51 X . 100.0 -------- ------------ -.19 0 .00 A -25.98 S -2.78 R 95.0 -------------------- -.20 0 00 A ' -32.64 S -3.07 X 90.0 -------------------- -.18 a .00 A ' -40.13 S -3.33 R ' 85.0 -------------------- -.42 0 .00 A. . -47.75 8 -3.67 E 80.0 -------------------- -.10 0 .00 A 27 8 ' 75.0 ___54-44-8------2 - .37 G .00 A• . ' -59.73 8 -2.14 E 70.0 -------------------- -.21 4 .00 A 1---64-34-5------2-24 E • 65.0 -.28 0 .00'A -69.23 3' -2.29 E 60.0 23 0 .00 A ' -73.93 S -2.38 R 55.0 -----'----------2.38 -.23 0 .00 A -78.67 8 -2.41 E 50.0 -------------------- -.21 0 .00 A ' -83.36 S -2.53 R 45.0 -------------------- -.21 0 .00 A ` -88.02 S -2.62 E ' 40.0 -------------------- -.22 O .00 A -92.80 S 1 -2.71 R 35.0 -------------------- -.20 0 .00 A -97.56 S -2.80 E 30.0 -------------------- -.43 O .00 A -102.18 S -2.95 S 25.0 -------------------- -.16 O .00 A . 294 E • ' 20.0- . -107308 --------- -.20 O .00 A -113.62 S -3.82 S 10.0 -------------------- -.97 O .00 A '--122-51-3------4-27 3 .0 .00 A .00 A ` txnm INDiVIDOAL FOUNDATION LOADSx (kip) .......................................... ------------LOAD---COMPONENTS------------ TOTAL - NORTH EAST DOWN UPLIFT SHEAR • 13.00 S -11.05 O, 127.81 3 -103.03 M 13.00 S MAXIMUM TOTAL LOADS ON FOUNDATION s (kip 8 kip -ft) r..............:................................. ------ HORIZONTAL ----- DOWN ---------OVERTURNING--------- TORSION NORTH EAST TOTAL NORTH EAST 'TOTAL ' 0 359.7 4 359.5 ' 19.9 {18.6 19.9 30.9 1419.3 -1336.5 1419.3 1.3 ' 3 .........a..a...uou P ` 8 . DS ................................................a......- .8 P 3 V DATA FILE 4780740.usm IGINAL : SELF-SDBPORT TOWER STRESS ANALYSIS. FILE :4780740 Date:08/06/98 08:56:43 I MEMBER DESCRIPTION I LENGTH I COMPR.1 TENS.1 I CAPACITY I HOLT INFO I L4R1 HRO I MEMBER P#ITYPE ID D H T I MAX I Mau I LOAD I LOAD IR'L/RICOMPR.1 TENS.1 #1 Dia. I CAP. IENDDI CAP. I CAP. I P/F --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 11 LG SR 2.00 x 2.00 x2.0001 5.001 5.001 2.1SI 0.3AI 1201 43.41 125.61 1 1 1 1 1 43.41 0.055 11 DG 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.3CI 1.311 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 O.11S 11 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.3CI 1.311 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.11S --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 21 LG SR 2.00 x 2.00 x2.0001 5.001 5.001 5.8SI 3.4AI 1201 43.41 125.61 1 1 1 1 1 43.41 0.135 21 HZ 2L 2.50 x 2.50 x0.2501 5.931 5.931 0.2CI 0.201 921 44.21 28.21 11 0.6251 24.51 30 1 22.81 22.81 0.01S 21 DG 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.6F1 1.6FI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.145 21 DG 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.6F1 1.6Pl 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.145 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 31 LO SR 2.00 x 2.00 x2.0001 5.001 5.001 9.7SI 6.8A1 1201 43.41 125.61 1 1 1 1 1 43.41 0.225 31 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.9XI 1.9XI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.165 31 DG 1L 2.00 x 2.00 x0.2501 3.821 3.821 1.9XI 1.9XI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.165 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 41 LG SR 2.00 x 2.00 x2.0001 5.001 5.001 14.5SI 11.OAI 1201 43.41 125.61 1 1 1 1 1 43.41 0.335 41 HZ. 2L 2.50 x 2.50 x0.2501 5.931 5.931 0.2CI 0.2MI 921 44.21 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.01S 41 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 2.2XI 2.2XI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.195 41 DG 1L 2.00 x 2.00 x0.2501 3.821 3.821 2.2XI 2.2XI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.195 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 51 LO SR 2.00 x 2.00 x2.0001 5.001 5.001 19.8SI 15.5AI 1201 43.41 125.61 1 1 1 1 1 43.41 0.465 51 DO 1L 2.00 x 2.00 x0.2501 3.821 3.821 2.5XI 2.4XI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.215 51 DG 1L 2.00 x 2.00 x0.250 3.821 3.821 2.5XI 2.4XI 1181 13.21 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.215 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 61 LO SR 2.25 x 2.25 x2.2501 5.001 5.001 26.OSI 20.8AI 1071 69.71 159.01 1 1 1 1 1 69.71 0.375 61 HZ 2L 2.50 x 2.50 x0.2501 5.911 5.911 0.401 0.3MI 921 44.31 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.025 61 DO IL 2.00 x 2.00 x0.2501 3.801 3.801 2.8RI 2.7X1 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.245 61 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 2.8RI 2.7XI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.245 --I---- -- ----- ---------- I ------ I ------ I-------I-------I---- ------I------1--1------I------I----I------I------I-------- 71 LG SR 2.25 x 2.25 x2.2501 5.001 5.001 32.6SI 26.4AI 1071 69.71 159.01 1 1 1 1 1 69.71 0.475 71 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.1X1 3.OXI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.265 71 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.1X1 3.OXI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.265 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 81 LO SR 2.25 x 2.25 x2.2501 5.001 5.001 40.1SI 33.OM1 1071 69.71 159.01 1 1 1 1 1 69.71 0.58C 81 HZ 2L 2.50 x 2.50 x0.2501 5.911 5.911 0.601 0.5MI 921 44.31 28.21 11 0.6251 24.51 30 1 22.81 24.51 0.025 81 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.3RI 3.3XI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.295 81 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.3RI 3.3XI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.295 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 91 LO SR 2.25 x 2.25 x2.2501 5.001 5.001 47.8SI 40.OMI 1071 69.71 159.01 1 1 1 1 1 69.71 0.69C 91 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.7XI 3.5XI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.315 91 DO 1L 2.00 x 2.00 x0.2501 3.801 3.801 3.7XI 3.5XI 1181 13.31 11.71 11 0.6251 12.31 30 1 11.41 11.41 0.315 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 101 LG SR 2.50 x 2.50 x2.5001 5.011 5.011 54.4SI 45.8MI 961 102.01 196.31 1 1 1 1 1 102.01 0.53C 101 HZ 2L 3.00 x 3.00 x0.2501 5.891 5.891 0.801 0.7X1 761 60.61 33.01 11 0.6251 24.51 30 1 .22.81 24.51. 0.035 101 DO 1L 2.00 x 2.00 x0.2501 4.041 4.041 2.351 2.OM1 1241 12.11 11.71 11 0.6251 12.31 30 1 11.41 12.11 0.195 101 DG 1L 2.00 x 2.00 x0.2501 3.741 3.741 2.351 2.OMI 1161 13.61 11.71 11 0.6251 12.31 30 1 11.41 12.31 0.195 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 111 LG SR 2.50 x 2.50 x2.5001 5.011 5.011 59.781 50.0M1 961 102.01 196.31 1 1 1 1 1 102.01 0.59C 111 DO 1L 2.00 x 2.00 x0.2501 4.231 4.231 2.1XI 2.1XI 1301 11.01 11.71 11 0.6251 12.31 30 1 11.41 11.01 0.195 111 DO 1L 2.00 x 2.00 x0.2501 3.941 3.941 2.1X1 2.1XI 1211 12.71 11.71 11 0.6251 12.31 30 .1 11.41 11.41 0.195 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------I----I------i------I-------- 121 LO SR 2.50 x 2.50 x2.5001 5.011 5.011 64.381 53.9X1 961 102.01 196.31 1 1 1 1 1 102.01 0.63C 121 HZ 2L 3.00 x 3.00 x0.2501 6.851 6.851 1.001 0.8X1 881 55.31 33.01 11 0.6251 24.51 30 1 22.81 24.51 0.045 121 DO 1L 2.00 x 2.00 x0.2501 4.431 4.431 2.2XI 2.2XI 1361 10.11 11.71 11 0.6251 12.31 30 1 11.41 10.11 0.225 12.1 DO 1L 2.00 x 2.00 x0.2501 4.141 4.141 2.2XI 2.2XI 1271 11.51 11.71 11 0.6251 12.31 30 1 11.41 11.51 0.195 131 LO SR 2.50 x 2.50 x2.5001 5.011 5.011 69.281 57.8XI 961 102.01 196.31 1 1 1 1 1 102.01 0.68C 1 1 1 1 SELF-SUPPORT TOWER STRESS ANALYSIS. FILE :4780740 Date:08/06/98 08:56:43 I MEMBER DESCRIPTION LENGTH I COMPR.1 TEN8.1 I CAPACITY I BOLT INFO I L&RI BRO I MEMBER P#ITYPE ID D B T I MAX I MIN I LOAD I LOAD IRL/RICOMPR.1 TENS.1 #1 Die. I CAP. IENDDI CAP. I CAP.I P/F --I---- -- ----- ----- -----I------1------I-------I-------I----I------I------I--1------I------I----I------I------I-------- 131 DO 1L 2.00 x 2.00 x0.2501 4.631 4.631 2.3XI 2.2XI 1421 9.21 11.71 11 0.6251 12.31 30 1 11.41 9.21 0.255 131 DO 1L 2.00 x 2.00 x0.2501 4.351 4.351 2.3XI 2.2XI 1341 10.51 11.71 11 0.6251 12.31 30 1 11.41 10.51 0.225 --I---- -- ----- ----- -----I------I------1-------I-------I----1------I------1--I------I------I----I------I------I-------- 141 LG SR 2.50 x 2.50 x2.5001 5.011 5.011 73.981 61.6MI 961 102.01 196.31 .1 1 1 I 1 102.01 0.73C 141 HZ 2L 3.00 x 3.00 x0.3751 7.811 7.811 1.1GI 0.9M1 1031 70.91 49.51 11 0.6251 24.51 30 1 34.21 24.51 0.055 141 DG 1L 2.00 x 2.00 x0.2501 4.831 4.831 2.4RI 2.3XI 1491 8.51 11.71 11 0.6251 12.31 30 1 11.41 8.51 0.285 141 DO 1L 2.00 x 2.00 x0.2501 4.551 4.551 2.4RI 2.3XI 1401 9.51 11.71 11 0.6251 12.31 30 1 11.41 9.51 0.255 --I---- -- ----- ----- ----'1------I------1-------1-------I----I------I------1--I------I------I----1------I------I-------- 151 LG SR 2.50 x 2.50 x2.5001 5.011 5.011 78.7SI 65.4MI 961 102.01 196.31 1 1 1 I 1 102.01 0.77C 151 DO 1L 2.00 x 2.00 x0.2501 5.041 5.041 2.4XI 2.4RI 1551 7.81 11.71 11 0.6251 12.31 30 1 11.41 7.81 0.315 151 DO 1L 2.00 x 2.00 x0.2501 4.771 4.771 2.4XI 2.4RI 1471 8.71 11.71 11 0.6251 12.31 30 1 11.41 8.71 0.285 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--I------I------1----I------1------I-------- 161 LG SR 2.50 x 2.50 x2.5001 5.011 5.011 83.dS1 69.1MI 961 102.01 196.31 1 1 1 1 1 102.01 0.82C 161 HZ 2L 3.00 x 3.00 x0.3751 8.771 8.771 1.301 1.OMI 1161 61.31 49.51 11 0.6251 24.51 30 1 34.21 24.51 0.055 161 DO 1L 2.00 x 2.00 x0.2501 5.251 5.251 2.5RI 2.5XI 1621 7.21 11.71 11 0.6251 12.31 30 1 11.41 7.21 0.355 161 DO 1L 2.00 x 2.00 x0.2501 4.981 4.981 2.5RI 2.5XI 1531 8.01 11.71 11 0.6251 12.31 30 1 11.41 8.01 0.325 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------1------1----I------I------1-------- 171 LO SR 2.50 x 2.50 x2.5001 5.011 5.011 88.OSI 72.7M1 961 102.01 196.31 1 1 1 1 1 102.01 0.86C 171 DG 1L 2.00 x 2.00 x0.2501 5.471 5.471 2.6XI 2.6RI 1681 6.61 11.71 11 0.6251 12.31 30 1 11.41 6.61 0.405 171 DO IL 2.00 x 2.00 x0.2501 5.201 5.201 2.6XI 2.6RI 1601 7.31 11.71 11 0.6251 12.31 30 1 11.41 7.31 0.365 --1---- -- ----- ----- -----I------I------I-------I-------I----1------I------1--1------1------i----I------I------I-------- 181 LG SR 2.75 x 2.75 x2.7501 5.011 5.011 92.8SI 76.3MI 871 138.61 237.51 1 1 1 1 1 138.61 0.67C 181 HZ 2L 4.00 x 4.00 x0.3751 9.711 9.711 1.401 1.1MI 951 103.91 64.01 11 0.6251 24.51 30 1 34.21 24.51 0.065 181 DG 1L 2.50 x 2.50 x0.2501 5.671 5.671 2.7RI 2.7XI 1391 12.31 14.11 11 0.6251 12.31 30 1 11.41 11.41 0.235 181 DO 1L 2.50 x 2.50 xO.2501 5.401 5.401 2.7RI 2.7XI 1321 13.51 14.11 11 0.6251 12.31 30 1 11.41 11.41 0.235 --I---- -- ----- ----------i------I------I-------I-------I----I------I------1--I------I------I----I------I------I-------- 191 LO SR 2.75 x 2.75 x2.7501 5.011 5.011 97.6SI 79.9MI 871 138.61 237.51 1 1 1 I 1 138.61 0.70C 191 DO 1L 2.50 x 2.50 x0.2501 5.891 5.891 2.8XI 2.7RI 1441 11.41 14.11 11 0.6251 12.31 30 1 11.41 11.41 0.255 191 DO IL 2.50 x 2.50 x0.2501 5.621 5.621 2.8XI 2.7RI 1381 12.51 14.11 11 0.6251 12.31 30 1 11.41 11.41 0.245 --1---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------I-------- 201 LG SR 2.75 x 2.75 x2.7501 5.011 5.011 102.2SI 83.3MI 871 138.61 237.51 1 1 1 1 1 138.61 0.74C 201 HZ 2L 4.00 x 4.00 x0.3751 10.671 10.671 1.501 1.2MI 1061 94.91 64.01 11 0.6251 24.51 30 1 34.21 24.51 '0.065 201 DO iL 2.50 x 2.50 x0.2501 6.111 6.111 3.OSI 2.8XI 1501 10.61 14.11 11 0.6251 12.31 30 1 11.41 10.61 0.285 201 DO 1L 2.50 x 2.50 x0.2501 5.841 5.841 3.OSI 2.8XI 1431 11.61 14.11 11 0.6251 12.31 30 1 11.41 11.61 0.265 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------1------I-------- 211 LO SR 2.75 x 2.75 x2.7501 5.011 5.011 107.3SI 87.OMI 871 138.61 237.51 1 1 1 1 1 138.61 0.77C 211 DO 1L 2.50 x 2.50 x0.2501 6.331 6.331 2.9XI 3.ORI 1551 9.91 14.11 11 0.6251 12.31 30 1 11.41 9.91 0.305 211 DO 1L 2.50 x 2.50 x0.2501 6.071 6.071 2.9XI 3.ORI 1491 10.71 14.11 11 0.6251 12.31 30 1 11.41 10.71 0.275 --I---- -- ----- ----- -----I------I------I-------I-------I----I------I------1--1------I------I----I------I------1-------- 221 LO SR 2.75 x 2.75 x2.7501 10.021 5.011 113.6SI 92.1MI 871 138.61 237.51 1 1 1 I 1 138.61 0.82C 221 DO 1L 3.00 x 3.00 x0.2501 8.071 8.071 3.8SI 3.6XI 1641 10.61 16.71 11 0.7501 17.71 35 1 13.31 10.61 0.365 221 DO 1L 3.00 x 3.00 x0.2501 7.461 7.461 3.8SI 3.6XI 1521 12.51 16.71 11 0.7501 17.71 35 1 13.31 12.51 0.315 221 RE 1L 2.50 x 2.50 x0.2501 6.061 6.061 1.781 1.4MI 1481 10.81 14.11 11 0.6251 12.31 30 1 11.41 10.81 0.165 --I---- -- ----- ----- -----I------I------1-------I-------I----I------I------I--1------I------1----I------1------I-------- 231 LO SR 2.75 x 2.75 x2.7501 10.021 5.011 122.5SI 99.2MI 871 138.61 237.51 1 1 1 1 1 138.61 0.88C 231 DO 1L 3.00 x 3.00 x0.2501 8.451 8.451 4.3SI 3.7M1 1721 9.71 16.71 11 0.7501 17.71 35 1 13.31 9.71 0.445 231 DO 1L 3.00 x 3.00 x0.2501 7.851 7.851 4.381 3.7MI 1601 11.21 16.71 11 0.7501 17.71 35 1 13.31 11.21 0.388 231 RH 1L 2.50 x 2.50 x0.2501 6.541 6.541 1.881 1.5MI 1601 9.21 14.11 11 0.6251 12.31 30 1 11..41 9.21 0.205 8. Design Pier ' Calculated Moment = 32.5 Kips -ft Req'd rebar area = 3.621 sq. in. Use: 10 x # 8 rebar Area = 7.854 sq. in. > Min. Area = 5.0894 sq. in. 9. Check the Development Lengths Compression Development Length for Rebar of Pier 10.1004 In. The Bar Length of Pier Available in The Pad = 15 In. n 1 JtLt- �urrvK i uv� � vvvcrc rtvuivur, � lulu uGJll71v rrw�rv,�ri ' ( MAT FOUNDATION) ' LeBLANC COMMUNICATIONS INC. ' Tower: Project No: Customer: Engineer: Kira Ivanova- Site Name: Date: 8/6/98 , Time: 9:34:26 AM 'Soil Reported By: 1. Base Reactions: ' Down Load = 31 Kips; Shear = 20 Kips; O. Moment = 1420 K -Ft 2. Individual Loads in Legs: ' Compression = 128 Kips; Shear = 13 Kips; Uplift = 104 K -Ft 3. Soil Properties: Unit Weight of Soil = 100 Pcf ' Allowable Soil Bearing Capacity = 1500 Psf 4. Foundation Dimension `, . Width of Pad = 22.5 Ft Thick. of Pad = 1.5 Ft Diameter of Pier = 3 Ft Depth of Bottom of Pad Below Grade = 3.5 Ft Total Concrete Volume = 30.0885 Cu. Yd. 5. Capacity Check: , ' Calculated Overtuming Moment = 1500 K -ft Overtuming Resistence = 2811.0067 K -Ft Overturning Safety Factor = 1.874 'Calculated Soil Bearing Pressure = 1411.0423 Psf 6. Design Rebar ( Fy =60 Ksi, Fc = 3 Ksi ): Max. moment calculated for bott. bar = 384.9918 Kips -ft ' Required bottom rebar area of pad = 7.8049 sq. in: Max. moment calculated for top bar = 190.7714 Kips -ft Required top rebar area of pad = 3.8675 sq. in. Select 28 x # 6 Rebars, Area = 12.37 for both top and bottom each way ' Total rebar area each way is 24.74 sq.in. > Min. Area = 8.748 sq.in. 7. Check Slab Shear Capacity ' (1). One Way Shear Calculated Shear Force = 148.3814 Kips; Allowable Shear =348.4882 Kips (2). Two -Way Shear Calculated Shear Force = 169.8459 Kips; Allowable Shear = 505.794 Kips 8. Design Pier ' Calculated Moment = 32.5 Kips -ft Req'd rebar area = 3.621 sq. in. Use: 10 x # 8 rebar Area = 7.854 sq. in. > Min. Area = 5.0894 sq. in. 9. Check the Development Lengths Compression Development Length for Rebar of Pier 10.1004 In. The Bar Length of Pier Available in The Pad = 15 In. n 1 1 Ili MASONRY WALLS N E S W 1 st Lift 2nd List 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS Occu anc , Area, Property) Gypsum Board 1 st Layer 2nd Layer Walls Ceiling NOTES � �J COMMERCIAL 0 Y03`--0485 CHICO LELAND MASONIC, ______�1 1110 W. EAST AVE, CHICO t Cont: DAY WIRELESS EX TOWER O f r 4 �1 I i 1 h 4kf V I } t t _ js JOB FINALED e) 04 i t Signatur Iz V=OK O = Not OK - = Not Applicable = Not Reedy COMME Date UNDERFLOOR (Plans) OK except p's 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg.. Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8, Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11, Water Pipe; Test-Anchor-Regulator-Seryice Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1. Date PLUMBING (Permit) OK except q's 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing -21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except N's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. r'urnance-Vent: Access -Comb. Air-Retum Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation- Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except It's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. RCIAL Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 Date FINAL (Plans) OK except M's 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged: Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OceUDancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DI ;10N 7 County Center Drive • Oroville, California 95965 • Telephone 530) 538- 413, 6T !C6 (Rev. 12/96) APPLICATION�ANUPERMIT �/' r ASSESSOR PARCEL NUMBER 042-070-197 ZONING B ILDING PERMIT OWNER Chico TELEPHONE SQ. FT. OCC. BUILDING VALUATION est 3999,00 . OWNERS MAILING ADDRESS 1110 W east Awe-ni-ie aico CA 95926 CONTRACTOR'S NAME TELEPHONE CONT ORS MAIUNG ADDRESS 121 W 16t1i Street Chkg CA 95922 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 3999.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 22.05 BUILDINGADDRESS Energy Plan Checking Fee$ PERMIT FEE $105,05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Manna SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: attttenae on top of existing tower Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 0LE Main Service . ' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. t C— Lic. No. License Class T7 15 ! 8.50 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensapon insu�rr,Q rice carrier nd policy number are: Carrier L.1be1"TO/ 1"ILI�" Policy Number IA -)r - 1"-5— c (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the wor ers' compe provisions of section 3700 of the Labor Code, I shall rth ith com ith ose provisions. X Dated Signature of plicant - ❑ Owner El Contractor ®'Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. / DWELLING OCCUP. SO OR ADDNS. \ a ACC. BLDS. 3.5¢FT, t R.. T. MULTI.OUTLET @7,50 PowER APPARATUS a SINGLE OUTLET CIR. ounFroRFaruREs Ex. Occup. BAS @ .500 Ex. Occup. ouTEtF°rsA AEES,6JLNSOE.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $105.05 HAZ. I D. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 613of By ate PERMIT EXPIRES O d D to Receipt No. 10157__Q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I _",,.,,,.tiY�r^.'-�'^"r"y..'ti:l'Q �h3"�"+R��71�'ir�tv�...-...�...._..,y,�� . 4�„vrt�� ��H� •..-.,.'.:�:g.-..��s-- � -� , . T -s.,.... COUNTY OF BUTTE -DEPARTMENT OF DEV LO�iIENT SERVICES-BUILZDN,.7 County Center Drive Oroville CA 95965 Phone (530)538-7541 Fax (530, K PERMIT APPLICATION DATA SHEET OWNER: u 11 Le l �_j ASSES PAR EL NUMBERy `2 . 070, `0I ` T Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1 3• Z1j1A.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. f02. Complete plans, 3 or 4 sets, signed by the preparer of the plans. z . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. 'Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 014. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ' " ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ......................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ............ .,......... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner).................i... ❑ 26. Letter of Signature authorization..................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ithave ❑Grant�d,. itJef $ to t pf Fdcts, ❑ - om Iga�Ow , ❑ ec1�o.C. . $ Other:Va U(,i '—% U ssued Telephone nd hold for up. been itf ed of the above items and requirements for obtaining a building permit. Applicant:' ' 1 Dater 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required - Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: 7 Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division CITYoFCHICO INC. 1872 POLICE DEPARTMENT 1460 Humboldt Road Chico, CA 95928 February 11, 2003 Butte County Building Division 7 County Center Drive Oroville, CA 95965 Re: APN 042-070-197 To whom it may concern: The City of Chico Police Department is working with SpectraSite to place a dipole quasi-omni.antenna (DB222) utilizing a standoff mount with 1/2" coax on the existing wireless communications tower located at 1110 West East Avenue. The structural calculations for the original tower are in Butte County Building folder APN 042-070-197 and available for review. The proposed antenna is 12' in length and 211 in diameter and will be installed on the north-northwest leg of the tower with a double clamp side mount. The antenna will not exceed a height of 10' above the top of the tower. The installation of this antenna will cause no significant additional load to the tower. Attached please find a letter from SpectraSite Senior Design Engineer, Dinesh Bhat, P.E., stating that the tower and foundation are adequate to support the existing and proposed loads and will remain in conformance with the requirements of TIA/EIA-222-F Standard. The project will utilize existing electricity however, the City will install new conduit and a single twisted pair (two wires) of Telco audio to be run from the Telco demarcation box owned by Cingular Wireless (Cingular site number SA - 534) to the existing Chico Masonic Family Center storage building where the City will locate the Motorola MTR2000 receiver equipment. If you need additional information please feel free to contact me at `(530)879-3916. Sincerely,03 BUTTE COUNTY BUILDING DEPARTMENT Deborah M. Collins Management Analyst - Police (Enclosures) ATP? PK4 0 V E D Records Administration Detective Bureau Community Outreach Traffic Animal Control (530) 895-4900 (530) 895-4903 (530) 895-4920 (530) 8954916 (530) 895-4995 (530) 895-4926 Fax (530) 895-4994 Fax (530) 895-4929 Fax (530) 895-4994 Fax (530) 895-4994 Fax (530) 895-4994 Fax (530) 895-4994 ��L \ Ga Made From Recycled Paper SpectraSite RE: CA -1279 [W. Chico] Date: September 17, 2002 . Structural Evaluation of 130' LSR-75 LeBLAATC Self -Support Tower 1110 W. EastAvenue Chico, CA 95927' Butte County SpectraSite Engineering has performed a Level 1 evaluation' for the above -noted tower. The evaluation was based on the requirements of the TIA/EIA-222-F Standard for a basic wind speed of 75 mph without ice and 75% of the wind load with Y2" radial ice. Table 1. Existing and Proposed Antennas ELEVATION_ ANTENNA CARRIER COAX* NOTES Ft AGL 135 (1) Decibel DB222 City of Chico (1) 1/2" Proposed on Standoff Mount 127 (1) Andrew VHP2-180 Cingular (1) 7/8" Existing on Pipe Mount 120 (3) Decibel DB961FF90E-M Cingular (6)7/8" Existing on Flush Mounts 120 (1) Decibel DB961DD90E-M Cingular (2) 7/8" Proposed on Flush Mounts 85 (1) MaxRad MSP24013M Advanced (1)1/2" Proposed on Standoff Mount - instau cora on empty tower face. The subject tower and foundation are adequate to' support the above stated loads and in conformance with the requirements of TLA/EIA-222-F Standard. The tower should be re-evaluated as future loads are added or if actual loads are found different from those mentioned in Table 1. Should any questions arise concerning this report please contact the undersigned. H 6yq� No. 53945 s Exp. 12/3110 CML Jas n R Manners, E.L '�" i ��'09''h Bhat, P.E. Engineering Associate ��� � ��' e�nnirDe i Engineer 9191466-4833 BUILDINGA `�° � 1 Level 1 evaluation means: 0 oable 1) on=the twaR ■ the applied (existing and proposed) loads (Tomparetl toth e originat•design loads, ■ the design wind crtteria is compared to the recent code requirements" SpectraSite Communications Inc. www.spectrasite.com 100 Regency Forest Drive, Suite 400 • Cary, NC 27511 • Tel 919.468.0112 • Fax 919.468.8522 PROPERTY LINE COMMUNICATIONS TOWER STORAGE FACILITY z 4u W z 0 PARKING LOT 42-070-107 TELCO DEMARCATION BOX- CONDUIT OX— CONDUIT STORAGE FACILITY PLAN VIEW N. T. s. MASONIC VOTER/RECEIVER ANTENNA - LODGE TO BE ON NORTH-NORTHWEST LEG WITH A DOUBLE CLAMP BLDG. SIDE MOUNT WITH THE *ANTENNA.NOT TO EXCEED A HEIGHTH OF 10 FEET ABOVE THE TOP OF THE -TOWER - 'WEST 'EAST AVE - L EG E,N D WEST ELEVATION 642-676-1037ASSESSOR'S' PARCEL NO. N. T. s. 1110 W. East Ave STREET ADDRESS CITY OF CHICO DE -ARTMEN Of PUBLIC WORKS DRAWN BY G. M• DATE AUG. 2001_ LICENSE AGREEMENT - INSTALLATION EXN 18 IT CHECKED J.V. SCALE 1"= 1-00' OF CITY -OWNED WIRELESS RADIO ^B^ COMMUNICATIONS EQUIPMENT AND AVPRQvED FACILITIES (CITY OF.CHICO A116ST. DiRtCT()R OF "LIC WORKS CINGULAR WIRELESS, LLC) SHUT I OF I R-9 a May 14, 2001 Michael R. Efford Chief of Police City of Chico 1460 Humboldt Road Chico, CA 95928 Dear Chief Efford: �uite Count, L A N D O F N AT U RA L W EA L T H A N D BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530)C IVE® FAX: (530) 538- MAY 15 2OO1 coico PL-11rY � LOYARTMENT Thank you for your May 8, 2001, letter regarding placing City of Chico Police Department communication equipment on an existing wireless communications tower located on APN 042- 070-197 (1110 West East Avenue). The parcel is located within the unincorporated area of Butte County and is zoned A-5 (Agricultural, 5 -acre minimum parcel size). Per section 24-262(c)(2) of the Butte County Zoning Ordinance, government owned communication facilities to be used primarily to protect public health, safety, and welfare are exempt from the provision of the Butte County Wireless Communication Facilities Zoning Ordinance (Butte County Code section 24-262). Because the proposed antenna and equipment will be owned by the City of Chico and used to benefit the public, a Use Permit or other discretionary permit is not required. Building permits are required to be obtained from the County Building Division prior to installation of any new equipment on the existing tower. Should you have any further questions regarding this matter, please contact me between the hours of 8:00 a.m. and 4:00 p.m., Monday through Friday, at (530) 538-7153, or via E-mail at sbetts@buttecounty.net. Sincerely, Stephen Betts Senior Planner BUTTE cOuNrr BUILCIfVG DEPARTf���yT MaS(SYLA-C, E 0mrr IB DESC LIMON OF PRENUSFS The location of the Premises within the L'essor's property together with access Utilities are more particularly described or depicted as follows: ingress, egress, easements and 1 Ground space measuring 20' x 20' for placement of the radio antenna support structure in a location reasonably satisfactory to Lessee. BTS) equipment cabinets and an 2. Easements necessary to supply adequate access to and from Lessee'sfacilit esi fi om the nearest publPower, telephone el way a and grounding of theui eq Pment and L SA -S34-01 NOT TO SCALE OPS. .. .. PROPOSED 20X20 LEASE PREWIseS fov AUX BLDG AP": 042 070 197 COUNTY MAIN BLDG BIJILD114G DEpq TME NT VS V E U EAST AVENUE A futal drawing or copy of a property survey or site plan dictin� Yplace this Exhibit "B," e P the aboveshall be initialed by Lessor and will Yotes- This Exhibit may be replaced by a land survev or Site Plan of the Premises once it is received by Lessee. Setback of the Premises from the Land's boundaries shall be the distance required by the applicable ,,Ovcrnmental authorities. Width of access road shall be the width required by the applicable governmental authorities, including police and fine departments. The type, number and mounting positions and locations of antennas and transmission lines are illustrative only. Actual types, numbers, mount, n' positions may vary from what is shown above. A-9 WPI Lu (D Q Q. O M AI.t 7m--crv", EXHIBIT "B" Y ).7. 11...E w � rrw •rr� t.rr. r eA�A u r1AI r� r m.•, r rrr /- ) br-wr• rr Mrs Orrw r Iv fft W r f.�.� r i.... r r •rr.r rid � wr a r L7a .w v s 2 1� I VICINITY MAP w > r..s •�. avow =-ah\ •ae/M\A - 1 At �• ASC /%%� > Y r lam o 1 j M ftAr. a A�.N -C 1 i�J1U�Al1lm.b t•1 ,FA O W7 t r'i V2.f7C 1� �i/ z _ tmmw•t7. �>,om[nu a Ln t� w • r r1r t w rw - w wv tir r er r t•- tf • f CO A�-i..�. ►.0 �.� � rrr . r� r r.�.� n Ir.� r� IZ nam CD 1Ar.r7� . r a rw w fs AX r fAAJ� r r art 4 III t.r aU►1�1111 •r . f� •"r •� r � � �� w r 0• I — U CJ �r .r •y. r�r� ... 7r �r 7.am w� i tr wm � r, •. r O �SY [a >•s `.1e tw Y 1I1 RID Irre U •. r r r .r r rrt+n Q rr r,lw. a - .r r m ►+� A.. 17) r .r r .q►.(..p� (n r ar...Or trr r+ r •rr+ 1 ..r y.t rrr. r .r I+rl h►1+ r.w•.-. -„-r (•) w 7r KL' rr t7 1 r .r rrr.. r ^ rrrn I M Mwrlf�• Irs L t71 rr ►T 1.3 fI� 1 Al0 r r . /✓•f r ria •mss I r �� _ 1� �� M 6.4— r r .yr r r =« yr. pal r► r.r ti r rr. � �A..f rw w r �• r �� M� r Ir•ra w r r .rf N (fl 00 p N N 0 M N - O z w •J LLI EASEKW GtIAII. . �iae�el\ � Q�usm� l-et52 a�rep,.o.� SA -534-01 \ \ a �. 1..•• r rr rs \ \ rf • Y emAct MCA (71 AO" MEN I I S.A. 534-01 Highway 99 k Wilson landing SURVEY I Ae C-1 e.R e► Arwf., hilt a .•a OEM= of do-" A QL Aa1. 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S MmtEm" "II Arts A/ -A 04-p-97 Y ).7. 11...E w � rrw •rr� t.rr. r eA�A u r1AI r� r m.•, r rrr /- ) br-wr• rr Mrs Orrw r Iv fft W r f.�.� r i.... r r •rr.r rid � wr a r L7a .w v s 2 1� I VICINITY MAP w > r..s •�. avow =-ah\ •ae/M\A - 1 At �• ASC /%%� > Y r lam o 1 j M ftAr. a A�.N -C 1 i�J1U�Al1lm.b t•1 ,FA O W7 t r'i V2.f7C 1� �i/ z _ tmmw•t7. �>,om[nu a Ln t� w • r r1r t w rw - w wv tir r er r t•- tf • f CO A�-i..�. ►.0 �.� � rrr . r� r r.�.� n Ir.� r� IZ nam CD 1Ar.r7� . r a rw w fs AX r fAAJ� r r art 4 III t.r aU►1�1111 •r . f� •"r •� r � � �� w r 0• I — U CJ �r .r •y. r�r� ... 7r �r 7.am w� i tr wm � r, •. r O �SY [a >•s `.1e tw Y 1I1 RID Irre U •. r r r .r r rrt+n Q rr r,lw. a - .r r m ►+� A.. 17) r .r r .q►.(..p� (n r ar...Or trr r+ r •rr+ 1 ..r y.t rrr. r .r I+rl h►1+ r.w•.-. -„-r (•) w 7r KL' rr t7 1 r .r rrr.. r ^ rrrn I M Mwrlf�• Irs L t71 rr ►T 1.3 fI� 1 Al0 r r . /✓•f r ria •mss I r �� _ 1� �� M 6.4— r r .yr r r =« yr. pal r► r.r ti r rr. � �A..f rw w r �• r �� M� r Ir•ra w r r .rf N (fl 00 p N N 0 M N - O z w •J LLI EASEKW GtIAII. . �iae�el\ � Q�usm� l-et52 a�rep,.o.� SA -534-01 \ \ a �. 1..•• r rr rs \ \ rf • Y emAct MCA (71 AO" MEN I I S.A. 534-01 Highway 99 k Wilson landing SURVEY I Ae C-1 FROM :Day Wireless Systems Chico FAX NO. :5303425509 9 Moontin Hardware - Jun. 10 2002 12:51PM P1 Base Station Antenna Side Mount Kits - - Heavy duty side mount kits include all brackets• clamps and hardware to mount antenna to tower leg. Tile main support pieces are fabricated of galvanized steel, and the stainless steel V -bolts (supplied) fit round i tower members 1.25' to 3" (76,2 mm) OD, angular members.10 2'.(50.8 mm) 900 0r 2.6' (66.04 mm) 60".. 11653 018479-001 (Brace)` (V Bolt) 001013-001 (Clamp) I VNF 1'SA67 (49 mm) dia. t I 06375 ' -SPS ' (635 mm) ,k -•SP7 -SP9 161/: (426 mm) D1160C DB5001 Side Motmt Kit for DB222, DB224, D6264f'4 and DB304. Includes top sway brace. Net weight �- lbs- (kg) 21 (9.5) hipping weight- lbs. (kg)_ - ____23(10 ' 4 1" /te" (43 mm) dia. _ UHF 16- (406 mm) 132/: (349 mm) BU5007 DB5007 Side mount Kit for DB404, D9536, DB580 and DB553. Bottom brace only - Net weight - lbs. (kg) 11 (5.00) Shipping weight - lbs. (kg) 13(5-91) NS 018479-002 085012 085012 Side Mount Kit for D9408. D8411, D8413. DB420. Same as OB5007 but Includes top sway brace_ 19 (B-63) Net weight - lbs. (kg) Shipping weight - lbs. (kg) 21 (9.54) 0135009 Side By Side Mounting Kit for dual array antennas 09436• DB437 and D8438. Net weight - Ills. (kg) it (5.00) Shipping weight -• lbs. (kg) 13 (5.91) BB5013 Side By Side Mounting Kit for quad array antennas OB436, DB437, and D6438. Net weight - lbs. (kg) 22 (10.00) Shipping weight -Ibs. (kg) 24 (10,91) D8502o Side By Side Mounting Kit for dual array antennas 08292- Net B292Net weight - lbs. (kg) 58 (26.36) Shinnian weight - lbs. NO) 60 (27.22) D837D Mounting Clamp Kit This is the same as 06365-0.S except center straps are not welded- Includes four straps per clamp for spacing adjustment galvanized steel, set of two. Net weight - lbs. (kg) 7 (3-18) Shipping weight - Ibs. (kg) 8(3.63) 08371 Mounting Clamp Kit Same as DB370, but with three clamps. Net weight - Ibs. (kg) Shipping weight - lbs. (kg) 12 (5.45) t ��08375 Mounting Clamps are used to mount horizontal members to vertical members - round from 1.25' (31.8 mm) to 3' (76.2 ni(n) each piece. Set of two. 08375-SP5 �. b6365 -0S1 OB365-OS Mounting Clamp Kits DB365-OS Mounting Clamp Kit includes two clamps. They mount Decibel's aluminum antennas to round members from 1.25' (31.8 mm) to 3.5" (89 min) OD D8366 Mounting Clamp Kit or angle members to 3' (76 mm). DB366 Mounting Clanip Kit is the same as the Net weight - lbs. (kg) 7 (3 18) D13365.05 except litree clamps are included. Shipping weight - lbs. k) 8 (3.63) kr 10.5 (4.7 PP 9 0 (0 N..I weight -Itis. (.I) 7) fOR OVERSIZE MOUNTING ORDER: Shipping weight - Ills. (k(J) 12.0 (5.45) Fils mcmhers up to: Round Angle (901) An(iie t60') Net Wt. Shipping Wt. D8365-SP5 (127 mm) 3.54" (89.9 mm) 4.33- (109.9 (urn) 14 lbs. (6.36 kg) 15 Ilii. (6.8 kg) DB365-SP7 7" (177.8 mm) 4.95- (125.7 mm) 6.06- (153.9 runt) 16 lbs. (7.2/ kg) 18 Ibs. (i.27 kg) 06365•SP9 9" (228.6 mm) 6.36' (161.54 mm) 7.79' (197.8 mm) 17 Ibs. (7.73 kg) 18 Ibs. (8.18 kg) DB365W Mounting Clamps Ior mounting antenna to wood pole or masonry wall up to 14' (355.6 mm) thickness (5/8" 115.88 mm) diameter hole required.) Cl,,.mp jaws til round member lro:i1 1.25' (31.8 moi) to 2.75` (69.85 moi) OD gah,ani7ed steel. Two ctaftrps supplied. Net weight - IDs. (kg) 10 (5.45) 2 Shipping weight - lbs. (kg) ) lower 1 Antenna 40...: 055004 I) r - D85004 shown on tower with DB224-style antenna. DB809. DB810, D8812. ASP -973 085004 Adjustable Side Mount Kit to mount across the face of the lower. Use to mount all metal mast antennas 2' 01 m) to 8" (2.44 m) away troin side of tower measuring 2' (.61 m) to 8" (2.44 m) across 01e face. Two ten fool sections of pipe and six etanip assemblies included. Net weight - lbs. (kg) 123 (55.9) Shipping weight - Ills. (kg) 130 (59.1) OBSO04-3 Three Pipe Side Mount Kit momntS three pipes across the lace of the tower. Ille same as the D55004 except D65004-3-3 includes clamp assemblies for 3" (76.2 mm) tower members, the DB5004.3-5 tar 5" (127 mm) lower members or the D85004-3-9 for 9' (229 nim) tower members. Net Weight Shipping weigld DB5004-3-3 185 Ills. (84 kg) 195 lbs. (89 kg) 055004-3-5 191 lbs. (87 k9) 206 lbs. (94 kg) 065004.3-9 198 lbs. (90 k(j) 218 Ibs. (99 kg) y ` 09365W V -Bolt Mounting Kits V -Bolt Mounting Clamp Kits include stainless steel V•bolts, nuts and tvashers, and galvanized sleet ; t�r/T' back straps. Set of tvio. ,.: t Fits rnembcrs up� A�, Rr:und Angle (90") - AnglLn�G.00}�r �ANeLVV1.DE�`llitp.pu:nTom! 1, DBI 1653 3' (76.2 mm) 2.00" (50.8 mm)' 60" (66.0 -coal) 2 /hs. (-91 kg) 3 Ihs: (11; 3G kg D811653 -4 -IN 4" (101.6 mm) 2.80'(71.1 mm) 3.46" (87.8 4 mL} 2 II'+�c,'. (t`lt kg1)3ii) s DBI 1653-5-1N 5' (127.0 mm) 3.50' (88.9 mm) 4.33" It013i9 mm) 3 lbs. (4 .3G kg): 4 IUs. (4.82 ky) 0611653 -6 -IN 6- (154.4 mm) 4.24• (10/.r mm) 5.20- (132 0 mm) 4 Ibs. (1.82 kg) 5 lbs. (2 77 kgi DB11653-7-114 7" (177.8 mm) 4.95" (125.7 mm) 6.06" (153 9 inin) 4 NS. (1 87 kg) 5 His. (2 27 kg) 3' DB11653-8-IN 8- (203.2 mm) 5.50" (139.7 mm) 6.93" (176.0 tion) 5 lbs. (2.27 kq) 61hs. (2.73 kg) DB11653-9-IN 9" (228.6 min) 6.36" (161.5 incur) 7.19" (197.8 mm) 5 lus (2.27 kg) 6 lbs. (2.73 kg) i i NOTE: Half sizes available. I 08/21/2001 TUE 15:44 FAX CHICO POLICE DEPARTMENT 0003/004 Jul 26 00 04:51p Joe Maduri 916 966 4751 p_3 MTR2000 Station/Repeater • — Ds.w 1007 Po.l..raae DWw 7Mil1:iQ•171 AO.1b wPo,ie Beral.Yr 2►1 1Cyt011:17.174 MVI P'o�Tab aPA74 `�'�"�' •••� J(a11100b170 M/t0 7p'1 )m7ff&-Wm C,.17or1date1 A11M09 OMAR1r WOTltetl@,p >�� r000lla:-1r, AAY) b.1 ,0025 M40 t2Q: OMxL {Fv 7m 10 MIQ- a:te-4>OM ,t70Q5 }1.H.{Zern®OA T X71 kkm1117.157 1&0-11797e M Oube+a+d Ys+� we, 0» elu dFieaRrldM: Fpp,.®mfl.1M•ti,Ar Wb32 od�a.,f, d.elw,o�. aarb.a Madvw— RA rR.v�Oa�ndv� 1o'co rac rte, x rbrnAt, r>tapu 05'IM% _ _ 00W" attto a,mram 09 a lack vAo kat301o4 t+�l Aatvnnu c °1� 1�tv.A in° rltcaC� 1.5 ppm—mc-j:: ,Ss ldr:rrl late Mai Al ,. 0O,YAu- AfSA.MM,N� AO Al fa A'Y, ,( 100W ;r{j� Ccbe,a V, Z][ 2D h(?a x bW 9:+40 UM AC rtawCab+efA6 x 22.20 h 11 IM Ya0B.50S,,.i 6R r1Wfreta 60x7!Kyl0n0 x608 x6WIF4 3TMA &AVRx% 30 x22x2ah(7�xeeyY ole r16f0 AVNi.AaFOat 4D x22 A 2ohI114am"W-tim"M WM06jwR ck 62+22 xI'D icp321.wo.6w" r Aad b 26nard VROW OOrROWSM -11 tW*,* mpet6all0^ Op" b oro emtOn rs 00 ms" pa w 77 d^ 13410 log t6- Ne W1 w to'• r7a.4 59 We -1271 Bt ms" (20+4,% TRANSMITTER FCC TYPE ACCEPTANCE (UHF) Yt Mr• pow+r o� ' Mai - ' i t y p}aro 1w+ lim oW.l .y'Y N A: n142.7ra t�Z•171Aterao1 AE9ASFGWED a6, Af nWca7m 403 470 Tlamt@x ad2 AN2rarC4B11 Tn>rorEm M"�A. HAI 10Fb 111?3,WV`� M-'At9 Y,teiY `^5`-� N7v urF 1.1.a1Anq-Do vjww 1�2.174MIL WP.470L" a.Q f..� -+a trYoaa 132-t74►11b 3, ret a494'Is WAL 415-470 MAX - to0 ras t13ea,o1M, (R�aror0 eaWvldO� 1J2LJ64 Mlb, IM. 174 Wic RA Sb -bad Uoa+cW Mn Ire M Oube+a+d Ys+� we, 0» COMM a a 0AA oUe fmrel od�a.,f, d.elw,o�. aarb.a L t..f !�: r>tapu 05'IM% _ _ 00W" attto tr. a.mn,. sc (ltrro r;0 ntna FWKWeaw SWVft Al,d VAMA v,rmtla�.d 1.5 ppm—mc-j:: , B PPt�F]nartt FM Al ,. 0O,YAu- AfSA.MM,N� AO Al fa A'Y, ,( 100W ?0 dR WWN 70 dB 10r 30W DwAzamf pm Is LQckrd by SArvicB. Our prOWGts In the U.S, call: 1-688.587-7347 In Cl77raaa 0011: 1-000-260-676R W (yn"kH= ab MQ as t}(t IRA wit .2Ak-tr ®, tT, 2x10 A4 are Motorola. r.S.A Abr, eaYaw6r• -70 dem m o cum �o7tODM .70d73n m o dRn m60.111 gp,dy,.,.ea HZW .Mlg S91yIC9 org9f11231i0fY3. ■ Pmducod by CustomOr OW971LINCA0003- Fl. its AOreadut: -a fac X36 do _ w 11un wM r►a. e Atxr7 lvc /lotion Empbyer PtrDw p....nptrwt 1R bNtdtlltl9ti _ w hvYfndrl, �m� NOK F10 w trAFYZ Wt 6D CMrarnd • W W v ,d lz km 45061V, WI ,uslunwwocaa &I,-9dbbonddbpw4eo.e .1.-GM4wn004w006"1 amaron da : "mm w P carpo Cr lOD3000.tc telaehtV b 1000 FQ rulereild b lOJD Fh n Ulla rut a ttt: FWW AuOb 94tl — tom ql A0%a 19W W, L. di499L c1'ODD W BDA RSD BD,i rm ,npqswsum tri Wj lWWMt6 IJIWID, IOKQMr.. tartor,D, 120 MU 111"m misDF 1 D 11107x36, erL17r 117 r Povs hrPtN 1YPd IyamQ n M.. FCC TYPE ACCEPTANCE (UHF) Yt Mr• pow+r o� ' Mai - ' i t y p}aro 1w+ lim oW.l .y'Y N A: n142.7ra t�Z•171Aterao1 AE9ASFGWED a6, Af nWca7m 403 470 Tlamt@x ad2 AN2rarC4B11 Tn>rorEm M"�A. HAI 10Fb 111?3,WV`� M-'At9 Y,teiY `^5`-� . �R•161 Tr+arhoa IOl1'JS X760 ae2HOFL3760 1CJ486 43y..17D TrwulOty IJ1 ,yrytDo�-rA4d'f'4'7S �d1PU[Oifi(ilOt2J ' EN • 1b0.17A L.wntr t0D2F -T�wA A®9ff[Yd +00-m t _WA. -V 1 AN (14,eif6f Nam: sworoml per luvvt o.Pm" n-o*tl=m000u166TFM fa, epomedv+6,n.6,OD,.otta � rAL1 y Sl7calsWriona etlh4Act to change wldxxA notice. L t..f !�: Y•Y+ Motorola U.S./%. Motorola Canada umoue Support Se v"* 1301 C. A%pnquin float) 99(X) vK7lurla Perk Aw" VVI Kxcvc, Wlolt7rola Btils. oto product SAF leumburg Ilinob 60196 North York. Unturio WH 31i7 Is LQckrd by SArvicB. Our prOWGts In the U.S, call: 1-688.587-7347 In Cl77raaa 0011: 1-000-260-676R Bervlccd throughout Ole world by a Ou(sidc the U -S- and CaMO3 ORIL (047)538 -CCW wide pelworic of comparw or ®, tT, 2x10 A4 are Motorola. r.S.A authonzetl IrbeDorpmt awrbutor d imi 19 nl Ing. N A A 1 BB7 Motofvli, 1r,p. ■ Prirttod Yl U.S.A. R (9907) Marl 1997 S91yIC9 org9f11231i0fY3. ■ Pmducod by CustomOr OW971LINCA0003- MOWrUtd D an Equal C-pll7yn-A OPPWL"y/ Atxr7 lvc /lotion Empbyer FROM :Day Wireless Systems Chico FAX NO. :5303425509 Aug. 27 2002 03:41PM P1 DB222BROAD BAND ANTENNADtCi kL 3 or 6 dB GAIN, 120174 MHz °=�� `� The DB222 is a rugged, lightweight antenna that provides a low VSWR and maximum gain over a wide range of fre- quencies in the 120-174 MHz bands. It can be mounted on the top or side of a tower and arrayed to give a circular or offset horizontal pattern. Its broad band response permits it to perform efficient- ly on both transmit and receive frequencies. The construction of the antenna assures superior lightning protection_ The radi- ators operated at DC ground, and the aluminum mast with its pointed top cap provides a positive low resistance dis- charge path to the tower or ground system. Radiation Patterns For a circular horizontal pattern, the Mechanical Data Materials: Mast (aluminum) — in. (mm) 1.75 (44.45) with .062 to .125 (1.57 to 3.18) wall Radiating elements (aluminum) — in. (mm) .5 (12.7) OD with ,058 (1.47) wall Mounting clamps Galvanized steel Maximum exposed area (flat plate equivalent) — ft2 (m� 1.6 (.149) Lateral thrust at 100 mph (161 km/hr) = lbs. (kg) 64 (29.03) Wind rating:' Survival w/o ice — mph (km/ht) 125 (201) Survival with S" (12.7 mm) radial ice — mph (km/hr) 90 (145) Overall length (150-174 MHz) — in. (mm) 127 (3226) Net weight (w/clamps) — lbs. (kg) 16 (7.26) Shipping weight (w/clamps) — lbs. (kg) 30(13-61) Mounting (lamps (DRM) are supplied with the antenna. 'WP MOW an mtL WW rat m i9 wcO inomVil when an=m Is We moutaed wml VWoplale We mount kit • NOTE: The metl vitt! apeGrcA" uc dovadcd for the alnama MY&M me 120-M MM Gelid. radiating elements are vertically separated on opposite sides of the mast, which gives a 3 dB gain. For an offset pattern, the radiating elements are positioned in line, cot - linearly. This provides a 6.0 d6 forward gain with 2.5 dB on the side and a minus 1.5 dB on the back. The antenna is shipped with the pattern shape specified, but it can be changed in the field. Ordering Information Please specify exact frequency range (and termination if non-standard). Order the DB222 for a circular pattern, the DB222E for offset. Clamps for top mounting are supplied, but for side mounting order OB5001 Side Mount Kit. rp Horizontal patterns of the DB222 (3 dB) and DB222E (6 dB). Electrical Data Frequency Ranges — MHz 120-144-,137-143, 144-149,150-158, 158-166, 166474 Bandwidth See Chart VSWR 1.5 to 1 or less Nominal impedance — ohms 50 Gain (over half -wave dipole) Omni pattern — dB 3.0 Offset pattern — d6 6.0 Maximum power input — watts 500 Vertical beamwidth (half power points) 36' Lightning protection Direct ground Standard Termination: Captive Type N -Male at- tached to end of a llexible lead. Other fitting$ can be supplied on special order 'Special M. p SIde�Mouot(ng The follawtng1ablAhov s the app okimAte g of the DB222 and DB222E side mounttid do triangular towers measuring 18" to 24" (457.2 to 609.6 mm) between legs. 00 azimuth is the direction the side mount arm points out from the tower. Antenna Azimuth 0' 900 1800 _ 270°_ D8222 Omni 4.0 dB 5S dB —3.0 dB 5.5 dB DB222E, .. .. elements facing 6.3 dB 4.5 dB —7.0 dB 4.5 d6 away from tower DEME, — .. elements facing 3.0 dB 5.0 dB —1.0 d6 5.0 dB toward tower 08/21/2001 TUE 15:44 FAX CHICO POLICE DEPARTMENT �Ju1 26 00 04:51p Joe Maduri 0002/004 916 966 4751 P. ATiR2000 Sbbbafteater available In. ► (bm�snDonel.• Local 0peradon Tone Remote Control Spectra -TAC Voting ► Tnmldng� SRti4liirnETana S�rilone ► co &Vous Duty Knmw 100 watt SgWW✓Aepeater &h meed featww In an Em m ilwl Package FEATURES/BENEFITS Provides Unmatched Flexibility in a Compact Design ► Analog operation In oonventional systems ► Software based design allows for future system applications ► 100-25 Watt, 40-1 Watt, and 30-1 Watt variable power models (VHF) ► 100-25 Watt, 40-2 Watt, and 30-2 Watt variable power models (UHF) P. Compact dmensions, 3 Hack Units (5.25 or 13.3 cm), utilize expensive site space efficient)y ► 12,5 or 25/30 kHz programmable channel spacing ► Standard EIA 1 Track mount configuration ► Lightweight (40 lbs./19 kg.) Shortens Installatlon and Maintenance Time ► Programminy and diagnostic testing performed through a personal computer ► Functionally separate modules: Field Roplaceable Units (FRU) ► Software -based design simplifies upgrades ► Easy access to station ports Contributes to Maximizing Syzt®m Up Time ► Microprocessor based design with integrated DSP capability ► Switching power supply functions over a wide range of voltages and frequencies ► RSS diagnostics and metering ► Functionally separate modules: Field Replaceable Units (FRU) Bu°�� �c��Nry BUILDING DEPARTd�EfdTA P P R? 0, k/ E D 61 .... V Feb 14 03 06:45p DayWirelessSbst 1 FROM :Day Wireless Sysiems ChiCo FAX NO. :5303425509 7 .1, DAYAL w1R6LESS SYSTEMS. 707-746-5924 p.1 Feb. 14 2003 04:24PM P2 llatc: Feb 12, 2003 To whom it maw concern: 1 Fred Roberts Authorise Rocky Reed as as a utitormed-signature for purpose of obtaining a permit for the installation of ail antenna system and voter for the City of Chico Police Department, Conmaom licitmec number 751850 Fred �aobens 121 West161A5t.CC1.Chico CA 45928-6301 930 342.0900 Q 530 362.5609 w—aay— tcoa.cum 3 w • BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1110 W EAST AVE Owner: Permit No: 06-2075 APN: 042-070-197 CHICO LELAND STANDFORD Issued Date: 12/14/2006 By KCG Permit type: MISCELLANEOUS PO BOX 784 Subtype: Antenna CHICO, CA 95927 Expiration Date: 12/14/2007 Description: ANTENNAS & RADIO CABINET (530) 342-7143 Occupancy: Zoning: Contractor Applicant: Square Footage: DUVANE BUILDING SPECIALTIES IN CLEARWIRE Building Garage Remdl/Addn 6613 ESCALLONIA WAY 381 S. LEXINGTON DR STE V ROCKLIN, CA 95765 FOLSOM, CA 95630 Other Porch/Patio Total (916) 847-1164 (916) 704-0897 FEE INFORMATION Antenna - Cell/Mbl, free-stdg $263.95 Fund 10 BLDG $175.97 Total Charged: $439.92 Fees Paid: $439.92 Balance Due: $0.00 Receipt No: B1198 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License DUVANE BUILDING SPECIALTI 824126 / B / 07/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that 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 or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with S coon 7000 f Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force d ct. of Division 3 of the Business and Professions Code or that he or she is exempt therefrom and the ) P basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects V / 12/14/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 1, 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). 11 I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, As OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractors License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number. Exp. Date: (This section nee not be competed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: 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' ompensation I s of Califom' , and agree that if I should become subject to the workers' X 12/14/2006 compensation ovisions of ction 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio rXi 12/14/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building 'Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t is is a DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Count to enter he above mentioned property for inspection purposes. I hereby certify that I am the Pr y own or am authorized to actn the property ownees behalf. CONSTRUCTION LENDING AGENCY /— r clilQ e 12/14/2006 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Warne of Permittee [SIGN] Print— Date the performance of the work for which this permit is issued. (3097 civ. code) Owner X Contractor OR Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION 'Website: www.buftecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name first Nam Lela,, d ovi-� 42-" e lQssOC . Address PC), r3ox 7Pq City ; Cz> State Zip��27 Phone,:,,_ 3y Z --71-13 Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name Tc� City 1 Stater. Address Phone i3 _-7-73 YzSzS E-mail State License Number C o5'$ssg W City ` Sta Zip L� Planner Date Approved: cJl Phoneg1k � L tl _ Fax E-mail Lic. # (/3 vq Cla ARCHITECT/ENGINEER Name 4q (/� 1 QLD' �X ` Address _1 ,[ S��� EC2-VJA ` e? A-1 1_0 City 1 Stater. Zip Phone i3 _-7-73 YzSzS 713 - 7?3- Z '�S90 E-mail State License Number C o5'$ssg APPLICANT INFORMATION Name inFlood Address I—e- 4b)V1 4C f 03 City : Isa yn Stat C. Zip ��3� Phoney,-7dii` D$�7 Fax 16 38(0 E-mail e � c � ► ���css , v.c � APPLICANT SIGNATURE X For offie6 use only:. Zoning I inFlood Zone Cross Street eP1ne�� SRA Yes No Occ. Type Const. . Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPLALUI BIN # A -29 - PROJECT LOCATION A6'4z, o?D - I g 7 Property Address 1110 J, z,,+ tea(. City C Lt Cross Street eP1ne�� WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Other LENDING AGENCY Name Address Description or Scope of Work: �O EX•S (w5 TD L) 5, . Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. p'/o x q3 Received by: [/(.nv . r •� C, ry Amount: r "�J.�1 Bldg SRA Receipt #: ��OQ v Sheriff Chic SMIP Date: �- ? Other Total Page 1 of 2 REV 8-12-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature' authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: l' �I f Q 4 E 0f id 511140H I,'IowI( ASSESSOR PARCEL NUMBER M2-070 1`1' Proposed Building Use: O n-100 l ) 01`*111101 .) r8d 10 M 100 Permit Technician: .G • Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \6 IN 1. Site plans, 3 Al sets, signed by the preparer of the plans. -❑L 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. -R 3. Engineered plans, 3 or §ets, with wet signature on plans ANDCA'ets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in.' duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B)'Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑/ Erosion Control Plan Required ............................................ r. VITA 19. Fees as shown-ora-the-attached-Sehedule oW--ees-Due-Sheet....... ,�?..�. ..... ❑ 0. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑/ 2 alifornia Department of Forest plan approval ❑ p id. Sent by: anning approval for (A) Use: ' (B) Parking: (C) Parcel Check: 017 ...�� S ❑ . Contact Land Development abou _ Improvements, _ Drainage ........................ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... ❑ 26. NPDES Form............................................................................................. Encroachment Permit for driveway from the Public Works Dept ........................... \ &Worker's Contractor's license information. (Number, Name Style, Classification) ................... ❑ Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, ' le search, egistration or M 0 ...................... I (JB. Other: /'h film %SSL - u r,�-ZL� ��s�� ❑ 37. Other: When issued Telephone M 1011704M 11t"N I and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit Applicant: C , ✓ Date:�i 9 ! o C, 1. Index permit application for the abov items numbered: 6 8 Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was sed of the above ata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Za Date: Structural reviewed by;/ Date: Structural approved by: Date: Note transfer by: Date: AO Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 :: . 4 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) .538-7601 Telephone (530) 538-5366 Facsimile ADMINISTRATION * BUILDING * PLANNING September 5, 2006 Clearwire Josh Jordan 381 South Lexington Dr., Suite 103 Folsom, CA 95630 Subject: Building Permit 06-2075 (APN 042-070-197); Antennas & Radio Cabinet Dear Mr. Jordan, The Butte County Department of Development Services, Planning Division, has reviewed the submitted permit application, and requires the following information in order to continue the review: ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Re uirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑North Chico Specific Plan — Erosion Control ❑ Fire Sprinklers* ❑ Notification Only — No Action Required Other: Minor Use Permit is re uired for a co -location of antennas in a Agriculturally zoned area. The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions _please contact the Planning Division between the hours of 7:30 a.m. and 4:30 p.m. Monday through Friday at (530) 538-7601, or the appropriate Department/Division identified in the handout. Sinc ely, a14 ana Adler Contract Planner Oct, `f YAH � �i�e BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (5=0) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: 06-2075 Issued: 12/14/2006 Address: 1110 W EAST AVE CHICO APN: 042-070-197 Permit Subtype: Antenna Owner: CHICO LELAND STANDFORD MASON Applicant: CLEARWIRE Description: ANTENNAS & RADIO CABINET MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type NR INSP DATE Setbacks 132 Foundations / Footings 1 L1 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 40 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 4C6 Rough Mechanical 316 Rough Electrical 2C8 Gas Piping 40 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 7C2 Do Not Insulate Until Above Signed Wall Insulation 1 I7 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 4C,4 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 PERMITS BECOME NULL AND VOID 1 YEAR COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy Butte County Departrnent ofDevelopment Services Tim Snellings, Director www.buttecounty.net/dds 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING December 19, 2006 Clearwire LLC 381 South Lexington Dr. Suite 103 Folsom, CA 95630 Re: Use PermitUP06-0022, APN 042-070-197 Dear Clearwire LLC: Enclosed is your validated Use Permit to collocate five panel antennas and four microwave dishes at the 113' height on an existing 130' lattice tower. Additionally, ground equipment including radio cabinet & GPS antenna within the existing compound. Should you have any questions regarding this matter, please contact this office between 7:30 a.m. and 4:30 p.m., Monday through Friday. Sincerely, Tina Bonham Office Specialist, Senior enc. cc: Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry.(gld) G.I.S. (w) Owner (w) s USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: ®EC 2 O 2006 (Certified Mail Rec.) UP06-0022 PERMIT NO. 042-070-197 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Clearwire, LLC is hereby granted a Use Permit in accordance with application filed to collocate four pannel antennas and four microwave dishes at a height of 113 - feet within 1,000 feet of designated residential zones. Approval is also granted for the associated ground equipment and Global Positioning System antenna. The project site is zoned A-5 and is designated as Orchard and Field Crops by the Butte County General Plan. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of permit constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45. 2. Unless otherwise provided for in a special condition to this Use Permit, all conditions must be. completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersighed'permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally' approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Use Permit has been granted is not established within two years of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: Planning Division The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Attachment D" and date-stamped September 7, 2006, and is incorporated herein by this reference. 2. The new antennas, microwave dishes and mounting hardware shall be painted to match the color scheme of the existing tower. 3. The installation of the Facility shall comply with all applicable building and electrical codes. The Facili�y operator shall submit certification from a registered structural engineer to the Building Division that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertisements -or displays shall be permitted on the Facility. 5. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its replacement area without written approval from the Division of Environmental Health. +I 6. The installation of the Facility shall not violate any existing deed restrictions. 11 7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 8. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State andVor Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, safety, or w--lfare as a result of EMF or RF emissions from the Facility so long as it meets all current Standards established by the FCC, pursuant to FCC OET 65. 12. Prior to issuance of the Use Permit, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient :o determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the 2 1� applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. u 13. All Facilities that are not in continual use fora period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 14. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 15. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 16. The Facility shall be secured at all times to prevent access by the public. 17. The collocation of the antennas allowed by this Use Permit requires the issuance of a building permit from the Butte County Building Division. The Building Division, based upon engineered calculations submitted by the applicant, may determine that the lattice tower cannot physically support the requested number of antennas. If that is the case, the number of new antennas allowed on the tower may be less than the number of antennas permitted by this Use Permit. California Department of Forestry/Butte County Fire 18. Prior to building construction, provide an all weather access of at least 10 feet wide and vertical clearance of 15 feet that will allow for ingress and egress and accommodate a 40,000 pound fire apparatus to within 150 feet of all structures. Environmental Health Division 19. Prior to issuance of a building permit, provide a completed Hazardous Materials Release Response Plan to Butte County Environmental Health as required by Chapter 6.95 of the California Health & Safety Code. Pacific Gas and Electric 20. Any relocation or rearrangement of any existing PG&E facilities in the area to accommodate this project will be at the expense of the developer. 21. There shall be no building of structures, or the storage of materials allowed over or under any existing PG&E, facilities, or inside any easements that exist which would infringe on PG&E easement rights. County Counsel 3 II a 22. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Date: Deeeln�e, 2-zo, c6 Cj -eJ Applicant a NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Division permits before starting construction, nor doe's it waive any other requirements. 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TO: Building Department FROM: Environmental Health ` SUBJECT: Sanitation Clearance 1XQ10��I /Vlo�rl�.S.r✓� p , Owner ocation AP# Plan Approved for: Sewage Disposal Water Supply: Public �P -!�� rivate Well Clearance for .j,,:-dweNirI-a. Other l-� ���t„���,f;.X ai0+a�g -.5, i v Hold final for: Final clearance O.K. for: NOTE: Environm nt I Health Specialist-444Date 8/96 , v u. n, r t .. .. :. , : , `, DAT F, .Y4 E 0 SURVEY: - - EY. 6 03 , 98 - .N. , GEIL ENGINEERING .; :. N G _ SA - 4 - 53 01 Hw . 99 &Wil .. - son Landon . y g : : . Located ,m Chi `. ENGINEERING SU RVEYIING PLANNING SURVEYED BY OR UNDER DIRECTION OF. ._. .. KENNETH D. GEIL R.C.E. _ ..:.. a 14803 1226 HIGH'STREET certify that the latitude of 39'44'45.51"and , . Y ythe AUBURN CALIFORNIA 95603 • _ -: • . _ A.P.N. 4 longitude of 121 52 56.89 are occur �i , 2 070 O1 LOCATED IN THE COUNTY OF U 9 ate to within +/ 15 c . 6 TTE, STATE: OF CALIFORNIA � f sj G N.T.S. N feet horizontall and that the tower i �, hone: 530 -885-0426 ., y, site elevation of PROPOSED _ �d j o �� fax. 530 823-1309 BEARINGS SHOWN ARE BASED UPON MONUMENTS FOUND AND 164.7 AMSL is .accurate to within +/ 3 foot vertically. RNp titi � �N � ( )• LEASE AREA RECORD INFORMATION. THIS 1S: NOT A BOUNDARY SURVEY. The horizontal datum' (coordinates) are in terms of the fc Fti G R� ��s DATE= 6/20/98 North American Datum of 1983 NAD 83 and are . SEE PROJECT AREA ( ) s E �rNno r- SCALE 1 „ _ . ; �, �N� I ENLARGEMENT 100 ELEVATIONS SHOWN ON THIS PLAN ARE BASED UPON U.S.G.S. expressed as degrees, minutes and seconds to the �`' CHANNEL 9 ,Zt� SURVEYOR: K. GEIL N.G. V.D. 29 DATUM. nearest hundredth of a second. The vertical datum cre in terms of the National Geodetic Vertical A.P.N. 42-070-39 (heights) DRAWN BY s D. GEIL N. A. V. D. 1988 CORRECTION: ADD 2.33 TO ELEVATIONS SHOWN. Datum of 1929 and are to the nearest foot. The vertical ° ` 30'wALNUT correction for the North American Vertical Datum of PROPOSED NORd•! y ��,� �,,EN fG, • .,�, 32 s� � REVISIONS: , • GR EL. 164.7 CONTOUR INTERVAL: N/A 1988 is + 2.33 feet. PROJECT AREA�ESZ S�cR� !� TOP EL, 222.1 DATE ' DESCRIPTION INITIAL o'wALNu A'� THE LATITUDE AND LONGITUDE WERE DETERMINED USING TRIMBLE Nur �� PATHFINDER PRO XL G.P.S AND UTILIZING PFINDER DIFFERENTIAL s 24 WALNUT 6/20/98 90% , GR EL, ,164. #�trlterCx�t TOP EL. 222. CORRECTION SOFTWARE AT THE RECEIVER ANTENNA LOCATIONS: cN� �1°�" / CHECK PRINTD.G. PROP. 5' 1� UTIL. ESMT. Kenneth D. Geit 709/98 100% COMPLETE D.G. ..3 LAT.. 39'44'45.51"NAD 83 A. P. R.C.E.:14803 VICINITY T T �r LONG.: 121'52'56.89" NAD 83 I C I N I T 1 MAP 7/27/98 REV, LEASE •AREA D.G. 042-070 97 LAT.: 39'44'45.90" NAD 27 EXIST, , F` BLDG, LONG.: 121'52'52.94" NAD 27 O 9� M.N. F` THIS SURVEY MEETS OR EXCEEDS FAA 1 A ACCURACY TOLERANCES. x 164.2 0 1T31Y A.P.N. 42-070-196 �I SITE NAME & NUMBER: HWY. 99 &WILSON LANDING SA 534-010 •�� v'j 30' WALNUT �+ P SITE ADDRESS: MASONIC TEMPLE A� �• GR. . , • � EL. 164,7AMSL 9f S� 1110 W. EAST AVE. ��'/ �TOP EL 222AAMSL c0 \ �P' CHICO, CALIFORNIA, 95926 5 x 164.8 ' TELCO VAULT( Q S� L UL E BUTTE COUNTY /, •o SCALE 1 ASSESSORS PARCEL NUMBER: A.P.N. 042-070-197 /� o, = 10 PROP. 5 UTIL. ESMT. LAT. do ELECT. XFMR. <E) / PRO' RO 3,k APPROX. LOC. LONG. POINT •I U.G. TELCO (E) CURRENT ZONING: A-5: AGRICULTURAL 5 AC. `�� LEASE AREA APPROX, LOC. O { yi E O.H.ELECT. (E) i U.G. ELECT(E) OWNER(S): CHICO-LELAND STANFORD MASONIC TEMPLE ASSOCIATION P.O. BOX 784 ( �. CHICO, CA 95927 �i 00. / �, BENCHMARKS �' Q SCRIBED 'X' IN COR CONC. E� E--4 SITE CONTACT: TOM ®LODGE ELEV. 165.18 USGS, NGVD29 cG (530) 342-7143 �ti,�,' r� Q W . I,V. O SO SOO 200 300 / z' J _ : I � EXIST. r --•I r GARAGE CONCRETE(E) , VA O�'�f''') x 164.7 S.A. 534-01 Highway 99 ac Wilson Landing - Le.ase Area Description A portion of Parcel 2 as shown on that certain Parcel Map filed in Book 128 at page 50 LEGEND RF ENGINEERING Official Records Butte n also being a ion f Township N rth 1 i o ut County b g port o 22 North, East, M.D.M., \ Pacific Bell Mobile Services Butte County, California. I \ 3851 N. Freeway Blvd. ----------- EASEMENT BOUNDARY E Sacramento, CA 95834 ; • Phone, (916) 561-4026 Beginning at a point which bears North 37 45'32" West 543.96 feet and North 52 14'28" East i \ 15.50 feet from a 5/8" iron rebor set for the South corner of the aforementioned Parcel 2: • • . .. OVERHEAD ELECT, thence from said point of beginning North 37. 45'32" West 35.00 North 52' 1428" East 20.00 feet; thence South 37. 45'32" . East 35.00 feet; thence South 52' 14'28" West 20.00 feet; "'—"--"—'"—'"— UNDERGROUND PHONE T' PROP. 5.00' \ thence feet to the point of beginning. UTIL ESMT. CONCRETE(E) UTILITY POLE Also Together with an easement for utilities purposes five (5) feet in width and beginning at EASEMENT o \ INDEPENDENT CONTRACTOR the aforementioned South corner of Parcel 2 and lying Northerly of the following two (2) j , SET 5/8' REBAR 61RDWD consecutive courses: (1) North 37' 45'32" West 523.15 feet and coincident to the Southwest Pacific Bell Mobile Services 3851 N. Freeway Blvd. 2 North 52' 14'28 East 15.50 feet to a point on Sacramento, CA 95834 .boundary of the aforementioned Parcel 2; O the Southwest boundary of the above described lease area. Phone= (916) 561-4026 Together with the rights of ingress and egress twenty (20) feet in width from the above 012'0 TREE W/DBH & TYPE PROJECT AREA ENLARGEMENT described lease. area over and across the existing driveway and parking area to the road o 5 So zo 30 �o Vance Shannon A. commonly known as West East Avenue.1=7772=77727 ,s. I LAWN AREA LAWN AREA S. A. 5 3 4 --- 01 PLANTER Highway'99. NC. E PLANTER /\ CONCRETE PLANTER JP � CX, G Wilson'9 Landin SCALE 1 ,, _ 20, �� OQ ���, oQ ,��, ��P �� jP`' APPROX. U.G. STORM DRAIN (E) Q- P GARAGE (E ASPHALT DRIVE w• G' vJ �� O O� G. G CONG(E) G G � Q. Q � PROP. �� � GO GOA �Q��• o P 0�.�� � SURVEY' LEASE r yQ �� �O ��, , Q w`' o QAREA r O � � �o JrO O . _I G ,Z. J� •� �Q h X � GJ � 'Q ''Q- X O rQ� p QO � � Pte' `' �4 G' ��' � Jam' J �` � • ^0 HONEYSUCKLE JG' 0 0 �-, J 5.00' PROP. UTIL. E .�.•• � � \ � • HONEYSUCKLE G. ONEYSUCKLE 0J HONEYSUCKL `'� • OX• U <c 1 - �"� •2O GO GRND. COVER GRND. COVER OGRND.CEANOTHU t L woos COVER CTRICA`t 5.00 PROP. UTIL. ESMT. O _ 10 eo 40 60 EASEMENT DETAIL „ 1 , 3'0 CONDUIT W/PULL WIRE FROM ELECTRICAL EGB PEDESTAL TO UTILITY / DEMARCATION POINT / 1#6G -3/4'C FROM ELECTRICAL PEDESTAL TO MGB 1#6G -3/4'C FROM TELCO Fo 0 CABINET TO MGB/ MGB 1'O TELCO CONDUIT W/ PULL WIR FROM TELCO CABINET TO BTS \ �/ 3#8+1#8G -1'C FROM ELECTRICAL PEDESTAL TO BTS FOR EXACT SLEEVE PENETRATION LOCATION IN CONCRETE PAD SEE MFGR. SPECS #4 REBAR AT 12" O.C. EACH WAY i AT MID. SLAB TYP. (UON) -. NEW COAX CABLE TRAY AND NEW CONC. PAD 12"X24"X6" CONC. PADS NOT TO EXCEED 6' SPANS 35.00' NEW CHAIN LINK FENCE — — _(�:4 — NEW GATE 4' I w , w I 9��� P I LLJ z APPROVEDv �',� Il Envlstm county z a Y RAISED TELCO z z I PANEL SEE Z,12� J SHEET ' E-1 P /� z-- z F N Q GE T_Nm _ Q BTS UNIT v o . 0P o o3 l I z� C3 z FUTURE BTS UNIT P .l BTS UNIT CONCRETE EQUIPMENT PAD NOTE= EQUIPMENT LAYOUT NOT FOR TESCO POWER PEDESTAL SEE ' SHEET E-1 o d- 35.00' N ►? NEW CHAIN LINK FENCE Q AT 197' AGL 5'-0" PROP. T SITE PLAN SCALE- 1/4" = 1'-0" GRAPHIC SCALE UIL. ESM . NEW PBMS. ANTENNAS THREE AS INDICATED I 0 4' 8' 12' PLUS THREE ADDITIONAL SPACES FOR FUTURE ANTENNAS NOTE: T E P = PROPOSED ANTENNA ALL NEW UTILITY RUNS FROM - TOTAL UTILITY RUN TO BE 555' +/-- F = FUTURE ANTENNA DEMARCATION POINT TO SITE TO BE (TELCO & POWER) AS PER UTILITY CO. SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY PARTIAL PLAN AT BTS UNIT SITE DESIGN PURPOSES. ORIENTATION OF TELCO PANEL SCALE: N.T.S.DIAGRAMATIC ONLY AND TESCO PEDESTAL SHALL HE E FIELD VERIFIED NEW CHRISTY PULL BOXES SEE OVERALL SITE PLAN FOR ADDITIONAL PULL BOX LOCATIONS I T METER � 4 F E� I FUTURE 2' DIA.. MICROWAVE DISH CHECKED BY CADD FILE NO. NO REVISION/SUBMISSION DATE SCALE .l BTS UNIT CONCRETE EQUIPMENT PAD NOTE= EQUIPMENT LAYOUT NOT FOR TESCO POWER PEDESTAL SEE ' SHEET E-1 o d- 35.00' N ►? NEW CHAIN LINK FENCE Q AT 197' AGL 5'-0" PROP. T SITE PLAN SCALE- 1/4" = 1'-0" GRAPHIC SCALE UIL. ESM . NEW PBMS. ANTENNAS THREE AS INDICATED I 0 4' 8' 12' PLUS THREE ADDITIONAL SPACES FOR FUTURE ANTENNAS NOTE: T E P = PROPOSED ANTENNA ALL NEW UTILITY RUNS FROM - TOTAL UTILITY RUN TO BE 555' +/-- F = FUTURE ANTENNA DEMARCATION POINT TO SITE TO BE (TELCO & POWER) AS PER UTILITY CO. SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY PARTIAL PLAN AT BTS UNIT SITE DESIGN PURPOSES. ORIENTATION OF TELCO PANEL SCALE: N.T.S.DIAGRAMATIC ONLY AND TESCO PEDESTAL SHALL HE E FIELD VERIFIED NEW CHRISTY PULL BOXES SEE OVERALL SITE PLAN FOR ADDITIONAL PULL BOX LOCATIONS I T 1 PRELIMINARY 6-25-98 2 100% ZONING 7-13-98 3 90% CONSTRUCTION DOC'S 7-23-98 4 100% CONSTRUCTION DOC'S 7-27-98 PROJECT HW Y 99 & WILSON LANDING DRAWING TITLE SITE PLAN /' DETAILS SEAL DRAWN BY PROJECT NO. ZONING SA -534-01 CHECKED BY CADD FILE NO. SCALE DRAWING NO. PROJECT HW Y 99 & WILSON LANDING DRAWING TITLE SITE PLAN /' DETAILS SEAL DRAWN BY PROJECT NO. T -PEEK SA -534-01 CHECKED BY CADD FILE NO. SCALE DRAWING NO. AS NOTED - I DATE 7-27-98 A PRINTED SHEET OF it EAST AVE./T-MOBILE r CA-CHCOl l PROJECT DESCRIPTIONS CLEARWIRE (CW) PROPOSES TO APPEND AN EXISTING CELLULAR FACILITY BY THE ADDITION OF (8) ANTENNAS (FOUR (4) PANEL k FOUR (4) MICROWAVE) TO AN EXISTING LATTICE TOWER WITH BTS EQUIPMENT MOUNTED DIRECTLY BEHIND THE ANTENNAS AND A SITE SUPPORT CABINET NEAR THE BASE OF THE SAME TOWER. SITE INFORMATION PROJECT CONTACTS SITE ADDRESS: 1110 W. EAST ROAD QCT/ SAM LAMENDOIA ENGINEERING: MAX ENGINEERING, LLC GENERAL NOTES CHICO, CA 95926 9000 SOUTHWEST FREEWAY ATC SITE%: CA-CHCO11 SUITE #410 ELEVATION A-3 HOUSTON, TX 77074 A-4 ANTENNA DETAILS MOBILE: (717) 873-0466 PARCEL NUMBER: 042-070-197 GENERAL CONTACT: DAVID WILTSEE LATITUDE: 39' 44' 45.5" N EPIC WIRELESS GROUP o O u C N � � 3 U O U 391 SOUTH LEXINGTON DR. LONGITUDE: 121' 52' 56.1" W SUITE #103 FOLSOM. CA 95630 LAT/LONG ME: NAD 93 PHONE: (530) 879-9117 dwiltsee0sbcglobal.net ELEVATION: 167' AMSL 0 SITE OWNER: T—MOBILE CURRENT USE: MASONIC TEMPLE/ CONTACT: DIANE TARDIFF U TELECOMMUNICATIONS PHONE: (425) 398-7550 FACILITY PROPERTY OWNER: LELAND STANDFORD MASONIC PROPOSED USE: TELECOMMUNICATIONS TEMPLE ASSOCIATION FACILITY P.O. BOX 784 CHICO, CA. 95927 POWER: PG k E PHONE: (530) 342-7143 TELCO: AT&T JURISDICTION: BUTTE COUNTY ZONING: A-5 AGRICULTURE 71�;Ti,F COUNTY APPLICABLE CODE: 2001 CALIFORNIA BUILDING STANDARDS CODE ��� CONSTRUCTION ME: V—N " «� DEVELop,"ENT OCCUPANCY TYPE: UNOCCUPIED PROJECT AREA: 49 SQ. FT. SERWCES VICINITY MAP 4 DRIVING DIRECTIONS DRAWING INDEX -FROM FOLSOM, CA, TAKE BARTON ROAD NORTH -TURN LEFT (WEST) ON ROCKLIN ROAD I -TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND TRAVEL NORTH APPROX. 7.9 MILES -TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES -TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND GO 20 MILES. -SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX } 37 MILES -EXIT INTO SR 149 AND GO APPROX. 4.6 MILES t -MERGED INTO SR99, GO APPROX. 13 MILES. -TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO APPROX. 1.8 MILES . } -SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND W. EAST AVE. PROJECT TEAM c l e a r �� o O MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste • 410 EPIC WIRELESS GROUP, INC. 5508 LAKE WASHINGTON BLVD, Houston, Texas 77074 381 S. LEXINGTON DR. SUITE 300 Phone (713) 773-2525 SUITE #103 KIRKLAND, WA 98033 1 Fax (713) 773-2558 FOLSOM, CA 95630 • • To IN •MoUile+ 19807 N. CREEK PARKWAY -N. BOTHEL, WA 98011 SHEET CONTENTS T-1 TITLE SHEET AND GENERAL INFORMATION G-1 GENERAL NOTES Tn SITE PLAN A-2 ENLARGED SITE PLAN AND SOUTH ELEVATION A-3 EQUIPMENT DETAILS A-4 ANTENNA DETAILS E-1 GROUNDING PLAN AND DETAILS DRIVING DIRECTIONS DRAWING INDEX -FROM FOLSOM, CA, TAKE BARTON ROAD NORTH -TURN LEFT (WEST) ON ROCKLIN ROAD I -TUNRN RIGHT (NORTH) ON SIERRA COLLEGE ROAD AND TRAVEL NORTH APPROX. 7.9 MILES -TURN LEFT (WEST) ONTO SR 193 AND DRIVE 3 MILES -TURN RIGHT (NORTHWEST) ONTO SR 65 (G STREET) AND GO 20 MILES. -SR 65 BECOMES HWY 70, CONTINUE ON HWY 70 APPROX } 37 MILES -EXIT INTO SR 149 AND GO APPROX. 4.6 MILES t -MERGED INTO SR99, GO APPROX. 13 MILES. -TURN LEFT (SOUTHWEST) ONTO EAST AVENUE AND GO APPROX. 1.8 MILES . } -SITE IS A LATTICE TOWER AT CORNER OF NORD AVE. AND W. EAST AVE. PROJECT TEAM c l e a r �� o O MAX ENGINEERING, LLC 9000 SW FREEWAY, Ste • 410 EPIC WIRELESS GROUP, INC. 5508 LAKE WASHINGTON BLVD, Houston, Texas 77074 381 S. LEXINGTON DR. SUITE 300 Phone (713) 773-2525 SUITE #103 KIRKLAND, WA 98033 1 Fax (713) 773-2558 FOLSOM, CA 95630 • • To IN •MoUile+ 19807 N. CREEK PARKWAY -N. BOTHEL, WA 98011 SHEET CONTENTS T-1 TITLE SHEET AND GENERAL INFORMATION G-1 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED SITE PLAN AND SOUTH ELEVATION A-3 EQUIPMENT DETAILS A-4 ANTENNA DETAILS E-1 GROUNDING PLAN AND DETAILS At all new services dt grounding trenches, provide "WARNING" tope of 12" below grod Q "CALL BEFORE YOU DIG" 1_800_227_2600 CALIFORNIA UNDERGROUND SERVICE ALERT NORTH THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CLEARWIRE SERVICES IS STRICTLY PROHIBITED. clearWre° 5808 LAKE WASKNGTON BLVD NE SUITE (300 KIRKLAND, WA 98033 MAX ENGINEERING, LLC 8000 8W FREEWAY, 6ts • 410 Naustft Texas 77074 PINM (713) 773-2625 Fax (713) 773-2566 T- I TITLE SHEET AND GENERAL INFORMATION REVISION 0 u •—'I 6 U x o O u C N � � 3 U O U v T- I TITLE SHEET AND GENERAL INFORMATION REVISION 0 u 0 z 0 U F- z O C/l 0 0 W N N 0 T- I TITLE SHEET AND GENERAL INFORMATION REVISION 0 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 3. THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 4. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. DRAWINGS WERE PREPARED FROM SITE SPECIFIC DETAILS AND STANDARDIZED DETAILS DEVELOPED BY CLEARWIRE, LLC. STANDARDIZED DETAILS ARE TO BE CONFIRMED AND CORRELATED AT THE SITE BY THE CONTRACTOR. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. MODIFICATIONS DUE TO FIELD CONDITIONS MUST BE SUBMITTED TO, AND APPROVED BY, CLEARWIRE PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. 7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 9. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 9. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 11. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 12. ALL WORK PERFORMED ON THE PROJECT 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 AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES SEARING ON THE PERFORMANCE OF THE WORK. 13, THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 15. CONTRACTOR TO 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 PROJECT AREA DURING CONSTRUCTION. 16. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 17. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 18. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 19. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) IN CALIFORNIA FOR UNDERGROUND UTILITY MARKOUT PRIOR TO CONSTRUCTION. 1-900-227-2600. ABBREVIATIONS: ADJ ADJUSTABLE is AND APPROX APPROXIMATE e AT BTS BASE TRANSMISSION STATION CAB CABINET CLG CEILING CONC CONCRETE CONT CONTINUOUS DIA OR 0 DIAMETER DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EGS EQUIPMENT GROUND BAR (E) EXISTING EXT EXTERIOR FF FINISHED FLOOR GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND LG LONG MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MTL METAL NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PCS PERSONAL COMMUNICATION SYSTEM SF SQUARE FOOT SHT SHEET SIM SIMILAR SS STAINLESS STEEL STL STEEL TOC TOP OF CONCRETE TOM TOP OF MASONRY TYP TYPICAL VIF VERIFY IN FIELD LION UNLESS OTHERWISE NOTED WWF WELDED WIRE FABRIC W/ WITH clearw're° 5909 LAKE WASMNGTON BLVD NE SUITE /300 KIRKLAND, WA 99033 MAX ENGINEERING, LLC 11OD0 9W FREEWAY, Its s 410 Houston, Texas 77074 Phone 1/131 773-2926 Fax 17131 773-2699 ■ EPIC WIRELESS ■REY►. 391 S. LEXINGTON DR. SUITE 1103 FOLSOM. CA 95630 W u I n n �--io 0 o u U rN x � � 0 L) 3 U z O U U G-1 GENERAL NOTES REVISION 0 u n n 0 z 0 U C V) zZ 0 O U 0 w o LJ f0 0 G-1 GENERAL NOTES REVISION 0 I i iI i i I I ZONE: AR -AG. RES. I I ZONE: AR -AG. RES. ZONE: AR -AG. RES. y I ZONE: R4 BUTTE COUNTY I I BUTTE COUNTY i BUTTE COUNTY I I RESIDENTIAL TOWNHOUSES I I BUTTE COUNTY ZONE: AR ZONING ( - - - - - - _ _ I _ _ _ ZONE: AR -AGRICULTURAL RESIDENTIAL _ _ _ _uj BUTTE COUNTY I I i ZONE: R4 \ I \ RESIDENTIAL TOWNHOUSES I QZONE: AR -AG. I BUTTE COUNTY RES. ^ " ?UTTE COUNTY RES. I BUTTE COUNTY ZONE: AR -AG. RES. BUTTE COUNTY ul W ONE: R4 ZONE: AR -AG. RES. ZONE: AR -AG. RES. ZONE: AR -AG. RES. ]RZESIDENTIAL TOWNHOUSES BUTTE COUNTY BUTTE COUNTY BUTTE COUNTY BUTTE COUNTY PROPERTY UNE 656'-T LEGAL DESCPRIPTION: I 1 + J +) LANDSCAPMG7 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CAUFORNIA, r I CITY OF CHICO. DESCRIBED n AS FOLLOWS: w z_ w) TAX PARCEL ID: I J jl 1 MAP 42, LOT 197, (LOCK 07 ADJACENT ZONING 4r: EXISTING I ZONE: S -R-1/2 SUBURBAN RESIDENTIAL w W• MASONIC t I BUTTE COUNTY 11_ EXISTING 130•(*) T- TEMPLE C r IMOBILE LATTICE TOWER NIN L°_ SITE ENTRY IL W1 PROPOSED j ZONE: A-5 AGRICULTURAL (ANTENNAS BUTTE COUNTY 1 A- ADJACENT ZONING ZONE: S -R-1/2 SUBURBAN RESIDENTIAL EXIST. 1 BUTTE COUNTY r ZPARKING I EXISTING LOT ( I N ADJACENT ZONING ZONE: A-5 AGRICULTURAL BUTTE COUNTY . I i SITE PLAN GARAGE \ PROPERTY LINE 666' \ LEASE AREA EXISTING \ \ LANDSCAPING \ ADJACENT ZONING \ � ZONE: A-5 AGRICULTURAL \ BUTTE COUNTY NORD AVE. \ SCALE: 1" = 50'-0" (24x36 SIZE) SCALE: 1"= 100'-0" (11x17 SIZE) clearw're° 511011 LAKE WASHINGTON BLVD NE SUITE /300 KIRKLAND. WA 911033 MAX ENGINEERING, LLC 11000 11W FREEWAY, SU • 41D Houston, T*xn 77074 Phone 1713) 773-2626 Fax m3) 773-26611 IE: WIRELESS MRS-, 3111 S. LEXINGTON OR. SurtE /103 FOLSOM, CA 95630 A-1 SITE PLAN REVISION 0 u n n C/) � U x U o u r� N � 3 o0 w U A-1 SITE PLAN REVISION 0 u n n 0 z 0 I- 0 D z L' _O � o 4 W D In IA 0 A-1 SITE PLAN REVISION 0 EXISTING OMNI ANTENNAS EXISTING MW DISH ANTENNA EXISTING PANEL ANTENNAS PROPOSED CLEARWIRE (4) 1 i SECTOR ANTENNA ARRAY W/1 FUTURE. RC • 113' (t) 4 PROPOSED (4) CLEARWIRE MICROWAVE ANTENNAS • 110' (f) A-4 EXISTING 130'(±) T—MOBILE LATTICE TOWER (DESIGNED BY OTHERS) EXISTING FIR TREE EXISTING GARAGE (BEYOND SITE) PROPOSED CLEARWIRE e CABINET ON EXISTING A-3 CONCRETE SW �— NEW GPS ANTENNA MOUNTED e ON EXISTING CONCRETE SLAB E-1 EXISTING G' HIGH CHAIN- LINK FENCE WITH (3) STRAND BARBED WIRE EXISTING UTILITY H -FRAME `EXISTING TOWER FOUNDATION (DESIGNED BY OTHERS) SCALE: 1/E" = 1'-0" (24x36 SIZE) SCALE: 1/16" = 1'-0" (11x17 SIZE) 2 clearw0re° 5M LAKE WASHWDN Kb NE SUITE /3Do KIRKLAND, WA 29033 MAX ENGINEERING, LLC SM 9W FREEWAY, Sts " 410 Hmtan, Texas 77074 Mans (713) 773-2525 Fax 17131 773-2666 2� EPIC WIRELESS ■ROUP. INC. 391 S. LEXINGTON DR. SUITE /103 FOLSDM. CA 25630 to ENLARGED SITE PLAN AND ELEVATION EXISTING 4' WIDE MAN GATE. x—x—x—x—x---1 EXISTING • COAX + 0 x .. SHROUD •. _ `ol � .. ► /ZEXIST. W U : x U � i ' SLAB SLAB 440 x I �. U ! x i C Y EXISTING GARAGE z z In X W U r r x � F x W In in o 0 EXISTING G' HIGH CHAIN— La m ', j Q�Ii� i1 • ' LINK FENCE W/3 STRANDS OF BARBED WIRE. EXISTING 0 LITY H- (FRAME EXISTING 130'(t) T—MOBILE �_- W s n, 1� ."-+-� LATTICE TOWER W/ _.+ PROPOSED CLEARWIRE EXISTING EQUIPMENT NA (4AIdtAY SECTOR MICROWAVE A-4 e M CABINETS (BY OTHERS) ANTENNA. $EE NOTE BELOW PROPOSED CLEARWIRE COAX 2 CABLE CONDUIT W/ SHROUT RUN ON CONIC. SW. E-1 PROPOSED CLEARWIRE 1 CABINET ON EXISTING e CONCRETE SW A-3 3'-0" T-0* 11-0" CLEARWIRE LEASE AREA 34'-0" t EXISTING FENCED AREA NOTE: LOCATE MW ANTENNAS 1' MW DISH AZI • 16' 2' MW DISH AZI • i!' 1' MW DISH AZI • 131' 2' MW DISH AZI • 2668'. SEE DTL 6/A-4 FOR ANTENNA ORIENTATION EXISTING EQUIPMENT ENLARGED SITE PLAN ® SCALE: 1/4" = l' -O" (24x36 SIZE) Fil WEST ELEVATION SCALE: 1/8" = 1'-0" (11x17 SIZE) EXISTING OMNI ANTENNAS EXISTING MW DISH ANTENNA EXISTING PANEL ANTENNAS PROPOSED CLEARWIRE (4) 1 i SECTOR ANTENNA ARRAY W/1 FUTURE. RC • 113' (t) 4 PROPOSED (4) CLEARWIRE MICROWAVE ANTENNAS • 110' (f) A-4 EXISTING 130'(±) T—MOBILE LATTICE TOWER (DESIGNED BY OTHERS) EXISTING FIR TREE EXISTING GARAGE (BEYOND SITE) PROPOSED CLEARWIRE e CABINET ON EXISTING A-3 CONCRETE SW �— NEW GPS ANTENNA MOUNTED e ON EXISTING CONCRETE SLAB E-1 EXISTING G' HIGH CHAIN- LINK FENCE WITH (3) STRAND BARBED WIRE EXISTING UTILITY H -FRAME `EXISTING TOWER FOUNDATION (DESIGNED BY OTHERS) SCALE: 1/E" = 1'-0" (24x36 SIZE) SCALE: 1/16" = 1'-0" (11x17 SIZE) 2 clearw0re° 5M LAKE WASHWDN Kb NE SUITE /3Do KIRKLAND, WA 29033 MAX ENGINEERING, LLC SM 9W FREEWAY, Sts " 410 Hmtan, Texas 77074 Mans (713) 773-2525 Fax 17131 773-2666 2� EPIC WIRELESS ■ROUP. INC. 391 S. LEXINGTON DR. SUITE /103 FOLSDM. CA 25630 A-2 to ENLARGED SITE PLAN AND ELEVATION REVISION 1 0 0 n n O ou U 3 o C W U : x U A-2 to ENLARGED SITE PLAN AND ELEVATION REVISION 1 0 0 n n 0 z 0 U C N O U r 0 W In in 0 A-2 ENLARGED SITE PLAN AND ELEVATION REVISION 1 0 . 27+2$c' ;�•' ' � STA r ,...� RF 176.50 �. Development Plan DATE a USE PEPwIT , VARIANCE -.. 1 tV ALL LARGE TREES SHOWN ARE 1cn .. � V . � . •.. • 1� TO REMAIN UNLESS .NOTED M .. . V .F BRUSH- TREES . A NUMBER _0 T LL O _ i� _ •.•.•...• COVERING"...EXISTING SITE T W . CG REMOVED. B NO. DATE DESCRIPTION, BY 1 3\21 \94 REVISED PARKING D KM 2 3\2E5\94 REVISED PARKING` DKM 3 8\22\94 94 DRAINAGE KA 1 D ROFEss�Q ,. .w 3CUSTOMER COMPANY. STORE N O• _ l t� �I J Q �' nn P LAN No: 29490 A Si TE, V . SUB TT® DY: Lc.t. L4440 W 3-31-9'S D ESIGN !Y: SHFET EXP. .3-31—'95.--, s ' MILLER ,.. .D UA K. M BY: Q OFC , OF