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055-510-014
055-510-014 PERMIT#94-2753 COUCHOT, MAURICE & LESLIE 9 WINDY RIDGE RD., PARADISE NEW SINGLE FAMILY ✓� a �I4 055-510-014 PERMIT#96-0301 COUCHOT, Maurice & Leslie 9 Windy Ridge Rd., Paradise 1st Renewal BP#94-2753 1 ti'?� ly 7 SIOENTIAL��,,//``�22. 055-510-014 PERMIT#94- 2�7453' • ,,,,COU-CHOT, MAURICE & LESLIE �9 WItNDY -RIDGE RD. PARADISE J Z 396 ,`z��i ©ll • �¢•J AT NEW SINGLE tFAMILY ' `• o�3 ClQrk, o mros S-t- ro nn G�iv port; o� Wr l ellT4E WAY: ' Rd. _ t � 31 t/ r y . i OFFICE COPY ` } Address ` Date GAS Meter BY , ,rA + ELECTRIC Date Meter BY Rr —, t +", i; JOB FINALED (Dat) -- 1 Signature + ic Not O = Not OK Ca rJ` i = Not Applicable Not Ready 5, P� RESIDENTIAL (Single & Duplex) y ' = UND LOOR (Plans) OK except tt's i Date __--EPAMING (Continued) Zon i ng -Setbacks -Easements -Flood -Slope 2. Ft ., at-; Soils -Elea Grnd.-/ /" Ftg. Depth .,_Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Steel-/ /Ftg. Depth v St walls, Main; Steel-Blockouts-Wrapped St walls. Garage; Steel-Blockouts-Wrapped 4'1L,'W'MoWDovvns and Special Anchors V 18. ne - fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Si nchors - yard gas piping: size -test 11. Water Pi es . Anchor-ReguJaior-S rvice Test 12. Ele c; UgOl6ground 9 ie c - r - Ducts; Clear ial- pr . 14 414Gir ills-AncB It J is- ri I 15. A ess & Ven ation nsulation Date Date P Card B-1 Date Card B-1 j- Card B-1 Vb Date Card B-1 Date PLUMBING (Permit),OK except a's 16 Water Htr.: Vent-AcceskQoyi bustion Air -Baffle 7. Water Pipe; T&kAnch otectio --W.V - ittings & Anchor -Nail Protection-- - -- -- f--wer P -, irst Floor -Tub Access ---- - - 'H 20. est Tub & Shower. Second Floor -Tub Access ---- - - - ---------------------------------------------- 21. Gas Pipe: Size & Anchors ------------------- - ---------- ------------ ------------------ Date (Q`(S_ Card -- Date- -- Card B-1 Date Card B-1 Date Card B-1 Date ELECTA+GAL (Permit) OK except a's fixture & Transformer Clearance -Ins. Protection ------------------------------- ------------------------------------ E-lec. Recept--les Spacing -Lights & Switches at Doors - ---------ac--------------------------------------------- -- 24. Size Boxes & No. of Conductors -Stapled - - 25. Romex Installed Close to Edge of Studs & C.J.- --- ------------------------------ ------------------------------- 26. Equip Ground made up w!Mech. Fasiners_Bond Gas & Water -- --- 27 2 Appliance Circuts in Kitchen & Conductor Size/GFI Subteed Wire Size ga. Cu or I A.C. Wire Size I ! ga. ----------------------- Cu or P ------------- - --- ------------ ---- 2 . Range Circ. ga. Cu r AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes - - - 3-.--ervice_Riser-Conductors-& Ground_M-- Disconnect - --- 31. Equip. Clearances Panels Motors Mech. Equip - 3 Cloth Closet Light -Shower Light -Spa Light ------- - - - --- - ----- - --- -- --------------------- -------------- 3a,!5 --o ke Detector ---------- R ---------------------------------------------------------- ---------------------13- - - --------------------------------------------- -Date - - - - - --- -- - p� - -- --------------- -- -- - -- - Date _ SSP Card B_1 Date - Card B-1 -----1e[s: --- -------------- --- ----------------- Date Card B-1 Date Card B-1 Date ME5P41TICAL (Permit) OK except t{'s 34rA C. Ducts Insulation & Support 3 ent Fan: Exhaust above insulation ------------------------- ------- 36, Conden=ate Dram & Overflow: Size & Grade 7. Fur nce-Vent: Access -Comb. Air -Return Air Vent -115 outlet 38._Attic AccessA& Platform if Furnance in Attic -----------------------,. --�--------------------------------------- I - -------------- Date ?'-0j -VCard B-t•v-----------------------------------------Date Card B-1 --- --- -- --- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except 0 s 3 Sits. Proper Material Anchor -- - -- - - - - - ------ ------------- -------------- --- --- 40. Wall Studs Nailing. Spacing & Bracing -Plates -Sound ------------ --- - -- ---------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing - ' Draft Stop in Walls (rat proof) ---------_- ------------------------- 42. -- ------------ --- ------------ ---- - --- -------------------- Fire Stops Furred eitings-Stair -Chase Tub -------------- --- ---- ------ --- - ----------------- 4. eader� & Beam -Size & earing� m I-.-- --- hors -Connectors Cing Firepl e Ties or(iype A flue- ireplac hroat clearanc 4- ti Acce Size &Romex Protection -Draft Stop -Ins. Baffles 49. drm. Wind or Exiting DQPW--9'iII Hgt._&-Qirtr0nsions - - Garage Fire Protection Framing T. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Sta". , wid�_ dr Risp-,Raa tand_ipg-Fire Protection S plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Sidi g -Nailing Veneer � tucco Mesh -Drip Scree Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 5 ear Walls; Nailing -Bolts 59. -Insulation -Walls -Ceilings ------------- 60. Infiltration -Walls -Windows ----------------- Date%O�! 5��� -- C d B_t- Date Card B-1 Date and B-1 Date Card B-1 Date P44 (Plans) OK except #'s E . Steps -Door & Sidelight Protectio Landm Sraoke Detector 6 Furnace: Vents -Clearance -Comb. Air -Connector - Garage; Above Floor-Ducts-Mech. Protection .------------ 64. ----room Exiting ---- --- ---- --- ----------- G F . & Bath Fixtures & Tub Access -Spa ------------- Trim & Subpanel; Breaker Sizes & Labels 2-- airs & Rails __ _ replace or Stove Clearances -Hearth c. Outlets at Wood Panel; Int. & Ext. t.Fixt &Appliance; Grnd Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter --- 7_el �iarage Fire Door_Swing-Landing-Closer F3/. �t (.. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. f,In Garage: Above Floor-Mech. Protection 7,K. P b. Elec. & Mech. Equip. Listed for Location - 7ec. Receptacles in Garage: (G.F.I.)-Romex Protection T/ Insulation -Foam -Looked in Attic \ ❑ Yes -------------- - - - - - 7 .Guard Rails &Deck Construction -Post Caps 7 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Q,learance Looked under Floor ❑ Yes ..__.---------- ------------ - 80. Following instld. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters Cl Yes ❑ No 81. Stucco: Brown -Finish -- A.C. Unit: Disconnect. Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 8 at Wetl: Disconnect, Electrical, Plumbing ds/Eerior, Elec. Trim; G.F.I. Receptacle -Underground -- - - 6. entilation Throughout House lass Protection Corrections from Previou Inspections - hh as-Test_Meters-Tagg Gas- T, y, NJ�',�CQE- 2, U - -- 96,4Vater & Sewer Connected -C/O to Grade -HD Approval- - 9nergy Compliance Certificate -Other Certificates Date j n Card B-1 Date Card B-1 -_ --- -- ------ ------ - -- - Date S(� Card B_1 Gf - - --Date - _ Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE } 13UILDING DIVISIbN -q DEPARTMENT OF DEVELOPMENT SERVICES_ 1469 Humboldt Road, Chico, CA - (916) 891-2751 t 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 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. 0 v -9',30 IoGh Date O'-7—'Fb Inspector (/ I 1?/Iewl, M REV 10/92 oep fi .,.P`: SrL-'.r7• „'.1s f_.2i: �4.�' # i j COUNTY OF BUTTE t, BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 1469 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 -(0-36/ 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. 1-k - 4 T-5- &o t-)I� 7-- COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 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 .i cI (-3 v OWNER rnO 7 _ /y 1 ERMITINO. A routine ins ecti indicates that the following violations - _' 1 p g ns of Butte County Ordinances exist at the above add ss and should be corrected. Please notify this office when correction of work is coin let If ou have i p y y questions pertaining to this matter, or need additional explanation, Plgase c ntact this o ce immediately. n . ��'1�h_��� �� - 7 - 6, Date — o '�I �eZor 1 U. ��'1�h_��� �� - 7 - 6, Date — o '�I �eZor COUNTY OF BUTTE -� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 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 96-3aI w PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at v the above address and should be corrected., Please notify this office when correction of work COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 2 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 t CORRECTION NOTICE OWNER PERMIT O. 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. _ v— aDate REV 10/92 ,� COUNTY'OF BUTTE z BUILDING PIVISION ' . DEPARTMENT OF DEV LOPM�NT SERVICES a ; 1469 Humboldt Road, Chico CA] (916) 891-2751 7 County Center Drive, Orovill , CA' - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 F CORRECTION NOTICE Co vo ,102 77 753 OWNER PERMIT NO. o- g? 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 w is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -Date... Inspector. REV 10/92 a `� i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive - Oroville, d6lifornja 95965 - Telephone (916) 538-7541 _ PERMIT NO. APPLICATION AND PERMIT 7 ASSESSOR PARCEL NUMBER 055-510-014 ZONING FR5 BUILDING PERMIT OWNER T jNE 6337 SO' FT' OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 19-11 INTMELY RD, PARADTqF, C)5960, CONTRACTOR'S NAME OWNER TELEPHONE 1 RENEWAL T CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWNTotal Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee ro, iEF F $ 517.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 9 WINDY RIDGE RD PARADISE PERMITFEE $ 537.5 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USE OF STRUCTURE SF D1 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: IS 3F,NF,WAT./94-2753 Mobile Home S I GI W @20.00 PERMITFEE ; Contractor ELECTRICAL PERMIT Filina Fee 2 0:0 0 Main Service 000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing on with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 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 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. ) sO, 3.50 FT. NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) EX. Occup. (OUTLET OR FIXTURES ) 20 Ca 1.00 BAL 50 . OCCUp. OUTLETS (RES16 FIXED APPLNS EX ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California and agree that if I should become subject to the workers' compensation provi s of section 3700 of the Labor Code, I shall forthwith comply th those pr v si n X _ Date _/�_ S nater of Applicant -Owner ❑ Contractor ❑ Agent ir OSHA permit is required I excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 5J317.5 HAZ. 0. FEES IMP FLOOD COF PARCEL PD 11 This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have B PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date all 1-26- (Date) Receipt No. l�� �� �. WHITE-D.D.S.-B.D. (.AN7{RY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay 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 major_ 1 bor and materials for construction of the proposed property improvement YES[ NO[ ]. 2. I HAVE[ Al] HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: 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 SIGNED: PROPERTY OWNER: �,1 SOCIAL SECURITY NUMBER: �T�P ' �d 76 3y DATE:_�� 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 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 are 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 business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors,. then you may be an employer. 0 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. 0 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. 0 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 "ownerbuilder" 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. ccrel„� ` Michael C. Vieu" a, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER 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 q41 - a%_f:� ASSESSOR PARCEL NUMBEfl -055-510-0 ZONING FR5 BUILDING PERMIT OWNER TELEPHONE 77-6337 SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 19*11 NUNNETY RD, PARADISE Q5969 3506 R 189 324.00 950M 17 100.00 CONTRACTOR'S NAME nWNFR TELEPHONE 100 C 1,300.00 CONTRACTOR'S MAILING ADDRESS Fireplace "A11 4,500.00 CONSTRUCTION LENDER UN -OWN Total Valuation $ 212,224.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 1035.00 ARCHITECT OR ENGINEER ucENSE NO. Plan Checking Fee $ 672-75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 23.00 Penalty $ BUILDING ADDRESS 9 WINDY RIDGE RD, PARADISE PERMIT FEE $ 1750.75 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 1 12.0 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 15.00 USE OF STRUCTURE SF 6Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 5.0 15-00 Mobile Home S G W ]]*20.000 TYPE OF WORK New (I Addition 1:1 Remodel ❑ Utilities EI Installation 1:1 Other ❑ Describe Work: 3 RIM PERMIT FEE $ Contractor 0 ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBOOV OR LESS I 2ODA OR LESS ) 23.00 00 Main Service ( 200A TO IOOOA ) 46.00 k NEW CONST. DWELLING OCC P. OR ADDNS. I & ACC. BLOS. ) g0 3.50 FT., 156-1) CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 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 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 ) 200 1.00 BAL. .50 Ex. Occup ( OFIXED APPLNS. OR UTLETS (RESID.) 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): ❑ 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. 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 $ 199.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT SYSTEM 2 30.00 30.00 Cooling 2 30.00 7000 - Hood 6.50 .50. Ventilation 1 4.50 4 , S0 PERMITFEE $ 91 .00 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 ' onsequence of t granting of this permit. X Date Sinature of Applicant - ❑ Owner ❑ Contractor 1:1Agent A OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. I�Sio9-a'1 �tjQC1P Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 DCC R3 CONST. TYPE VN TOTAL FEES 2278.75 HAZ- I D. FEES IMP IZ.11 COF PARCEL PD I HD ISS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY PER IT EXPIRES ON the applicable provisions Resolutions to do work been paid. / Zt/e !46_ lDetel Receipt No. 168828 PLAN REV -762.10 170981 - 1516.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 5 1994 n �; OCTtsr % OCT 5 1994 COUNTY OF BUTTE - DEPARTMENT OF DEVE1LOF-HENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�j _ PERMIT No. S� 1' APPLICATION a4ND TERMIT � ASSESSOR PARCEL NUMBER _ S ` O 20N BUILDING PERMIT OWNER —633 7 SQ F -I' OCC. BUILDING VALUATION 977- OWNER'S MAILING ADORE39 S9� Z3 N l / t 1 171 / Clo CONTRACTO SNE TELEPHONE n J / ? CON TRACTOWS MAILING ADDRESS yele-Ci Fireplace _ Q� CONSTRUCTION LENDER O1NN Total Valuation LENOEWS MAILING ADDRESS Fling Fee S 20.00 Permit Fee g ARCHITECT OR ENGINEER LICENSE "1O• Plan Checking Fee - ARCHITECT OR ENGINEEWS MAILING ADDRESS Energy Plan Checking Fee $ - 23 c-0 -- Penalty $ /760, j BUILDING ADDRESS KL)(• PERMIT FEE $ ®- o PLUMBING PERMIT Filing Fee • 20.00 - Each Trap 7.00 e Solar or heat pump water heater 23.00 -LOi NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 5 USE OF STRUCTURE Gas piping system 1 - 5 outlets 15.00-= Building sewer 15.00 SFj`j7 Duplex O Mobilehome O Other Mobile Home S G W @20.00 � \ SPECIFY TYPE OF WORK New Addition 0 Remodel O Utilities 0 Installation O Other O , Contractor DescribeWork•;S-E J Ir-252—ELE( CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a !icensed 'under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. C;assification Q ! =s !he owner, or .my employees with wages as their sale cor-pensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) U I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and.Professions Code for this reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): This permit is for $100.00 (valuation) or iess. 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. 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 aainst said County in consequence of the granting of this permit. X DateLc") Signature of Applicant - 1Q Owner 0 Contractor 0 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Receipt No. 'NHI rE-O.O.S.-a.O. CANARY -ASSESSOR PINK-INSPECT'OR GOLD ENROD• APPLIC ANT PERMIT FEE I $ / 91— d@, Main Service H°OV OR LESS 200A OR LESS ) Main Service ( 200A TO IOOOA ) NEW CONST. DWELLING OCCUP. OR AGONS. ( 6 ACC. BLOS. ) NEW CONST. MULTI.OUTLET NON.RESID. ( BRANCH CIRCUITS ) I POWERAPPARArus ng Fee 20.00 23.00 3. r.ro 46.00 0 LSC—F°. 4531� @7.50 / 5T & EJC. Occup. ( OUTLET OR FIXTURES I 1 20 fel 1.00 1 11 SAL, Q .50 I Ex. Occup. ( OUTLETS Ps o.! EA.) I I 5.00 I Temporary Service 23 I Mobile Home Facilities 20.00 Misc. Wiring 1 23.00 PERMIT FEE $ Contractor I MtLNANIUAL PEftN�IT I _Filing Fee.1 20.00 I Heating O Cooling Hood Ventilation PERMIT FEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ roN i. Y TOTAL FEE A HAZY D. FEES I IMP I FLOOD I COF, 71 6.50 This permit is hereby issued under theel�le provision of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON !Dere! Date rGJ�) (� (�� s-� ON Z�O COUNTY OF BUTTE -DEPARTMENT OF Ei/ELOPMEN SERVICES - BUILDING IVISION � Z 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754,1 _� PERMIT NO. 5U '' APPLICATION AND PERMIT ` !S3- ASSESSOR PARCEL NUMBER ` �. `0 zDNl2_S, BUILDING PERMIT OWNER TEL EPHONE z7— /(O� SQ.FT.--OCC. BUILDING VALUATION 's OWNEWSMAIUNG ADORESS Z3 (fj/ J Dl / `/ D D CON TAACTO '3 NAME TELEPHONE `? J CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ -! r LENDER'S MAILING ADDRESS Fling Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Z3 . M Penalty $ BUILDING ADDRESS (' . PERMIT FEE $ 0 PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 06 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 ❑ Mobilehome ❑ Other sPECIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK NeA Addition O Remodel O Utilities O Installation O Other ❑ Describe Work: LIj3� PERMIT FEE $ 160 Contractor ELECTRICAL PERMIT Fling Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Ot7 Main Service ( 200A TO IGOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( & ACC. BLOS. ) gp 3.5C CONTRACTORS LICENSE LAW I declare under penalty of perjury (check onel ❑ 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) EII 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 ) 20 @ 1.00 BAL. 50 Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESIO.I 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): ❑ 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 $ d Contractor MECHANICAL PERIIIT Filing Fee 20.00 Heating Cooling R9� Hood 6.50 Ventilation PERMIT FEE $ o Contractor 1 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 ccrue a ainst said County in consequence of the granting of this permit. X Date 3 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 $ vQ OCC co"'_rvPE TOTAL FEES (� I HAZ. 1 O. FEES IMP FLOOD CDF rARCX 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. By Date PERMIT EXPIRES ON !De rel +� Receipt No. � l ga #Ani e ' (LQZ ( WHITE-D.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ! D A. P. No. _ Q.S--�Id •-Q�y Proposed Building Use v`� 3 �(z- Building Inspector Date' W At time of permit application, I was advised the following data must be submitted prior to permit processing an 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 . ..................... . a) 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 $1 "$O- /-54 tA-................................. 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. ,7. 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). ...� 20. Pre -inspection for required. .. to awaure 21. Contractor's license information. (No., Name Style, Classification). .... ......... 22 Certificate of Workmans Compensation Insurance 23. Owner -Builder Verification (Given to owner ;464!o owner ........ 24. Recorded copy of Agricultural Acknowledgement ;,.atement. ................. . Letter of signature authorization . ........................................ C 2s. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building -use. ....% i ................................... r i 28. Mobilehome utility clearance . .......................................... Documentation of legal access . ........................................ 30. Documentation of 506/6 subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . .......................... ......... . 32- Plan checklist...................................................... 33. 34. Whenyou issue the permit process as follows: Mall weer. Mail to contractor. Telephone N77-41-47 and hold for PiCkup at ���LO office. Deliver with inspector. Other 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 perm'It I s an e: ( i c , newi� tep not �d above). 1. Index permit for above items No. ° r � 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 ����CcCounter by _ Date Plans checked by Date Plans approved by 4 �J_ � Date/ e -Q Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance •• 1;.11, 1151; n\I.tY- ��,,, How I'Ikm Aluidivid �y _ Now 111 11;1), _�d� %�• 7 �� S d Owner /I� at' n AP# Plan Approved for: Sewage Disposal s" Water,Supply: Public Private Well w Clearance for `l bedroom iIVA hoipe. Other \ Hold final for Final clearance O.K. for: NOTP /� MS Environmen alth Sp-cialist 8./92 Date CDUNTY OF BUTTE - DF.PAXIMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i LINTY CE`1TER. DRIVE, OROVILLS CA 95963 - 'MLEPHONE (9 16) 538-7541 PROPOSED BUILDING US c - _ �C�-/ ` DATE SCHOOL DISTRICT FEES S� (paid at District Office) .... ................. 2. SHERIFF FEES . . (paid at Building Department) Residential..... unit amt. Commercial (sgft' x a$ ,sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) �_ units 'amt. Commercial (per sq. --Ft) x sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT :SES (Contac Land Development Division). ............. 6. SRA FIRE INSPECTION AND PLAN 589.00.... . (paid'at Building Department? 7. 8 . OTEM REC. DATE REC 01 .t time of permit application, I was advised the above fees are required to be paid 1rior to issuance of the permit. .PPLICANT DATE COUNTY OF BUT'T'E . Department of Development Services Building Divi ion Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Properry Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay 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 major labor and materials for construction of the proposed property improvement (yes or no) ttL_/ 2. I (have/havesigned an application for a building permit for the proposed work. 3. 1 -have contracted with the following person (firm) to provide 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' I Type of Work Signed: Property Owner cJ� (2�O 0 (if4e)T _ Social Security .Number Date _L0__ 3 --q NOTE: This Owner -Builder Verification is sent to you as required by Sections 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. LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. 2 4 — 2 29-3 OWNERS�o AlAy NAME: (.yVG(f0 %� o-/Ay/t, NUMBER: O S -Ste/ —O/ �f PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: Pv2 FLOOD ZONE:, X FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDSy DATE OF CREATION: /-9, DEED REFERENCE: .17.7-0 ori 2 LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:y YES NO COMMENTS/CONDITIONS: Pleu,s e -Ve fu4—Z, - �_C c d I. PARCEL CREATION BY MAP DATE OF RECORDING LOT. BOO PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a building setback from right-of-way/centerline of 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the ,parcel. 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. "11 . Deer Mitigation fees ari to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12. CHECK APPROPRIATE REQUIREMENTS YES OR NO OR CONDITION NUMBER. LD 12/94. CAWP51\F0RMS.K\RLDGPERM.CLR �. 1 , OCT 5 159. �- �ocmw�'�- *'y� ( A, r� se_- ./. -, O-CT 5 1994 COUNTY OF BUTTE - DEPARTMENT OF DEVELO;;iiNT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California -95965 Telephone (916) 538-754 PERMIT No. 5� APPLICATION AND PERMIT AISSOR PARCELILOASIER - S � O l 201 2-S SBUIPER SCS. FT. OCC. ATION DwIfR AJAJ TEtEnaN74- = j7 IWNfK9 MAIWG RE.9, / / �, (O9 �/� I ` :ON TRI�CT0LS3AME NJe ?••. CONTRACTORS MAILING ADDRESS Fireplace0l) toNSTRucnoN LENDER IR1G1O1""r Total Valuation fNOER'S MAR,ING ACME= Fling Fee $ 20.00 Permit Fee g ACNITECT OR ENGINEER uCo+sE NO. Plan Checking Fee g ACNITECT OR ENGINEER'S MAILING AOORESS Energy Plan Checking Fee Penalty g S C UILDNG ADDRESS , •KL) PERMS FEE 1 • c PLUMBING PERMIT Fling Fee 20.00 Each Trap Solar or heat pump water heater 7.00 23.00 DT NO. SUSOMSION•S NAME PARM MAP USE OF STRUCTURE SFr Duplex O Mobilehome O Other Jr sPEc#cv Water piping 15.00 S r. - Each gas water heater or vent Gas piping system 1 - 5 outlets 15.00 S 15.00 " "= Building sewer 15.00 Mobile Home SIG I W @20.00 TYPE OF WORK dew- Addition O Remodel O Utilities O Installation O Other (3 • )escribe Work: �� J j32 PERMIT FEE g d Contractor ELECTRICAL PERMIT Fling Fee 20.00 Main Service B00V °R LESS 3 ..OR { Lf53 ) 23.00 00 . Main Service ( 200A TO I000A ) 46.00 NEW CONST. OWELLING OCCUP. OR AOONS. ( A ACC. OCC. ) gO 3.5C so., ti a CONTRACTORS LICENSE LAW declare under penalty of perjury (check one) O I em a licensed under provisions of Chapter o, Division 3 of the eusiress and Professions Code and my !icense is in foil force and effect.FIxEo License Vo. C�assification 0 !. 2s the owner, cr .my ernplayees with wages as their sole ccm ensation, will de 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. MUL rI-OUTLET NON.RE9t0. ( BRANCH C:RCuas ) @7.50%, / POWER APPARATUS 1 3 SiNGiE JIiTLET CiR. Ex. Occup. { oU rLET OR FIMPES t i 20 @ 1.00 i SAL. a .50 I AM -4s. oR CX. Occup. ( OUTLETS IRESIO! EA. ) l 5.00 l Temoorary Service 23.0_0 I Mobile Home Facilities 20.00 Misc. Wiring I 23.00 PERMIT FEE $ WORKER'S COMPENSATION INSURANCE declare under penalty of perjury (check one): u 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 I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. otice to Applicant: If after making this statement, should you become subject to the Iorker's Compensation provisions of the Labor Code, you must forthwith comply with provisions or this permit will be revoked. Contractor g MECHANICAL PER M IT Filing Fee 20.00 Heating �1 Cooling y v.� Hood Ventilation PERMIT FEE#ch certifythat I have read this application and state thatthe above informationis correct. (gree to comply to all Butte County Ordinances and California State Laws relating togilding construction, and hereby authorize representatives of the County of Butte to Its# upon :he above mentioned property for inspection purposes.also agree to save, indemnify and keep harmless the County of Butte against all judgments, costs, and expenses which may in any way accrue a ainst said in consequence of the granting of this permit. 3 ��Date dnatum of applicant • ] Owner Q Contractor --75 Agent I OSHA permit is required for excavations over 5'0- deep and demolition or nstruct#on of structures over 3 stories in height. /7 S/ Contractor Mobile Home Installation Fee Energy Inspection Fee gbleprovision:-. t I TOTAL FEEbilities, i HA 0. FEES I IMP 1 FLRunty This permit is hereby issued under th of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMIT EXPIRES ON to do work paid. Date a:IotNo. CCt.t f74,i , k LJ / 2)2- l `— // �/L/, O O.S.-3.J. CANARY -ASSESSOR PINK iN SPEC 'OR GOLOENROO•APPLICANr DONORVILLE PRESIDENT LD K.WIN Law= `Ou 71M COMACOMMT 19 9OBIRDSTO..9 969 B.L. MCADAMS (916) 533-5511 VICE PRESIDENT ESTABLISHED 1877 CHICO OFFICE 194 E. SIXTH ST., 95926 SECRETARY COMPLETE TITLE PLANT (916) 343-3716 VAL QUINTANA TITLE INSURANCE—ESCROWS VICE PRESIDENT PLEASE REFER TO OUR ORDER NO. MAURINE JOHNSON Date:C20 9/93 JOHNSON REAL ESTATE Escrow No:947MS Reference:ACRES OFF K RD. We enclose the following items in connection with the above referenced escrow:° 'u ( ) Check No. in the sum of $ ( ) Closing Statement ( ) Preliminary Title Report ( X) Copies of item(s) # 4 - 11 contained in the Preliminary Title Report ( ) Title Policy J 7Sinc rely, Sheryl Dowell Escrow Secretary au61 NVP ne1® )mine r 6402 SKYWAY • PARADISE, CALIFORNIA 95969 (916) 877-6268 FAX (916) 877-3443 ,wccowar.a wcowccrco er MID VALLEY TITLE COMPANY r Ridge Realty 491 Pearson Paradise, California a . L —C J r 8.19!; -a 1270 •:;r 5�:8 RECORDED Ar rmt Atovw O► WOVA r1a TM ivn ccro.*w cCYeW lh taxa M � iwiR r.a a c1eC1 _QnCver,la77�,,...d�ZS OFFICIAL RECORDS OF ft TTL COUNTY. CALIFORNIA ETy�WFLL[tAtt�ESTE Ce.�e R«o.d. fr•AC[ AeOYC TNI/ UNc FOR RECORDER'S Us[ 1.65 Arna I.R.S. I . .. . I, TIIU jI �f f. Grant Deed I M�• •pwr —4.1—o .. .1.\a 1-1-4 •we Tw UN corp... FOR A VALUABLE CUN5IDERATiON. -;pt o! -h-ch a 6r br -ckn kdf - MARVIN SHERWIN and=".ORGIA SHERNIN, his wife 6. b. GRAXT-Si io EDWINA RAE KEENE DESCRIPTION: All that certain real property situate in the County of Butte. State of California, descriLed as follows: Being a portion of the South half of the South half of Section 35, Town- ship 22 North, Range 3 East, M.D.B. t M., and more particularly described as follows: COMMENCING at the Southwest corner of said Section 35; thence along the South line of said Section, Eawt. 193S.00 feet to the true point of beginn- ing for the parcel herein described; thence from said true point of beginn- ing. Northerly and parallel with the vest line of said Section, 1320.00 feet more or less to the North line of the South half of the South half of said Section 35; thence along the North line of said South half of the South half of said Section, Fast. 2025 feet more or less to the Northeast corner of the Southwest quarter of the Southeast quarter of said Section; thence Southerly along the East line of the Southwest quarter, 1320.00 feet more or less to the Southeast corner of the Southwest quarter of the Southeast quarter; thence along the South line of Section 3S9 West 202Sj00 feet more or lose to the point of beginning. 6{)r 6 [ 1N VI dune do �uNn --Z ''►7K0 the :ha tees : eety eat sore Ort Lube e f au w tLm( .ser the of :rt 1): Is. **rt ilne tfre Pa UM 0 0 TOGETHER WITH an easement for road purposes 60 feet in width located with- in the Northerly 400 feet of the grantors remaining property lying between the Westerly boundary of the herein described property and Clark Road. F-+ RESERVING THEREFROM an easement 100 feet in width lying Northerly of and ad�acent to a line beginning at the Southwest corner of the herein des- cribed es- G cr bed property and running Easterly along the Southerly boundary to a point on the Westerly bank of Clear Creek, for the purpose of drilling one producing Water Well and installing pipel.nes and electrical lines U1 therefroa to grantors remaining property. � Deed: _�LpLGIDbtT�.fl�9.6t�_- )TOTE OF CAUJ'ORV1A ` ss CM'T7 Of o SentemDsr_LL,196.L—�.i.w ... n...r . .is- . N..rr ►.M:. i. -4 ler ..:I 5..., pr.w.11r .ee•... J iLi r.Hin._SbL,w i n aIIu _1.e.rftiA _ Shei-a i n `leivlf� Geor is Sherwin I r Y dr p*✓�1.M...i _are ..6..ib.d ...A. �...iwrw rd�.\w Need dew_ ShaKe.w.w iA. ..r rI7.r1�► �+ A..d.:d .a.:r ... 11�I1 '�' :,f1��/liC��l—G__1`�1►INA13 ..... ._ rik Oeder r^... M... ITrv, r ►rived ►.Mir Y. -4 1. -W M... II ewer: ►r . C -,.r.:.. r. C•'wr;.. /.re el E.ere.r Ne. ♦..I.f�....o V ...I. .�'flrlru Jl f �at�r*mstt',�i'fCsse�:..n•t �3'�?. �:F:�� + 11::"':x; .... ..:'.at:t,•':Ln;::.fttic:; :,�.istlr<xc§rs:en�e r:.+.'.t.�-"1''.at)a.` I s«add a the ,qv t of �Zampaxty.................._... a.tuiw w ........................ P...0.....9ox.. 7.40 ......... ........... .......... _._._... t•m e. ►b... Ori �.:............. surra coumr 'r � - ICK JteV�T 0[C 13 9 s2 MOW rip, ti g g 1[[ $B ! 16.245 goo Is Grant Dead two T...�.sl r«.dw .«...d C. H. Lanser aM Martha L. Lanser, his wife anA Richard Ramo. aM Evelyn M. Ramos, his wire GIANT to Richard Ramos aM Evelyn M. Ramos, his wife - JVNT TENANTS on 0.9 nd popnr .*-ft ;n r» unlncorporateA area Cwnti d Butte . sm" al Celdm.ym. dw'a,ad m. The North 200 het of the South 400 feet of the following describe,, property: A portion d the South one half of the Southwest Quarter of Section 35, Township 22 North, Range 3 Last, M.D.B. 6 M., more particularly describeA as follows: OOMENCINC AT the Southwest corner of said Section 35; thence along the South line of saki Section, East 1935.00 feet to the true point of beginning for the parcel herein described; thence from saiA true yyooint of be inning, Northerly aM parallel with the Wesc line of satA Sectton, 1320,00 teat more or lees to the .North line of the South half of the South hall of asiA 3 ct�an 35; thence along the North line Of said South half of the South half of satA Section vest to the East line of Clark RoaA; thence along the Easterly line of Clark RoaA In a Southerly Alrectim to a point to the South line of salA Section 35; thence Bast along said South line of the point of beginning. TOCLTHIR WITH AND RKSERVINO THiRErROM a nm -exclusive easement for roadppuurposes aryl public utility pruposes over a strip of laM 60.00 feet in wSAth, lying contiguous to anA Easterly from the following AesctlbeA line: Commenting at the Northwest corner of that certain parcel of lanA conveyed by Deed Trm Lemont S. Stutts am Ethel M. Stotts to C. H. Lanser anA Martha L. Lanser aM RichsrA Ramos aM Evelyn M. Ramos, Re- corAeA !nBook 1700 of Official RecorAs at Page 416 Butte County RecorAa, aaiA Northwest corner being in the Easterly Right -of -Way line of Clark RoaA; thence from saiA Northwest corner aM along salA Easterly Right -of -Way Line, In a Southerly Airection 500.00 feet to the true point of begin-ing for the line herein AescribeA; thence from said true point of beginning and continuing along satA Easterly Right•of•Way Llne !n a Southerl? Airection $20.00 feet to the South ne liof Section 35, Townahip 22 North, Range 3 East, M.D.B. and M. _ 1 � O s E MMWAM 7' �v surrz COLTWry wlt'tI.tj 0HOLIPAILS Mail tax statements to: Kr. anA Yws. RIcharA Rataos, P.O. Box 748, Pareilize. California D.W.—De C.'L fV O sx VAR CO CAIw quite ,f c� # 1....._... w— PA.. Ji_.,Lana sr_JIAx%ha L.. rycnt�aq# .. ....... . . . . . . ..... .. . .mow _j Une ...... . .... Northweetttita Title Company of Bette County 2—d.d . Th, pr( A 35 del COI the of ppol Sel hal of Eat in 35; To( rot fel Out Cot col 1AJ col Re, of Ea, th- fn Ril Iij �v surrz COLTWry wlt'tI.tj 0HOLIPAILS Mail tax statements to: Kr. anA Yws. RIcharA Rataos, P.O. Box 748, Pareilize. California D.W.—De C.'L fV O sx VAR CO CAIw quite ,f c� # 1....._... w— PA.. Ji_.,Lana sr_JIAx%ha L.. rycnt�aq# .. ....... . . . . . . ..... .. . .mow _j Une ...... . .... Northweetttita Title Company of Bette County 2—d.d . Th, pr( A 35 del COI the of ppol Sel hal of Eat in 35; To( rot fel Out Cot col 1AJ col Re, of Ea, th- fn Ril Iij t .A7 tfi. SS-2l-�1. 42. 43. M `p; No.• 4314"62"7 E+mo.. No - Lyn No. VMEN RECORDED MNL TO: tS-46o a 0diel-a Sfaa on.. CAllfwaia cwrrratlm 5$21 Milaolk s150 7araaine. 969 MAIL TAX STATEMENTS TO: i;,A, ftal7erw OT►lCl�: II[CORGf RtCqI•S flfDVAuIY�� � AXDy �TI91� COUM1�fAEC:rL:Er' f rEE 12.522 �y TIIM&M TAX �..I.w .r I+o.rty tal.rr.ed: 011 CIM."d saw DEED FOR A VALUABLE CONSIDERATION ONSIOE RATION, receipt of .rhich s � .a d�• ussualbd aid wife CHARD RATIOS AXD ZVEJV X.�: b..Da*A aa/ wife I.AX E. SrDL AXD MARTHA ' he+bV GRANTISI W RADIOLM 591.1[3 CO. a C&I"'U'a1a Cet7KltiM tm r..l property in — City of NtllCetlalAte/ County of gotta AN attAtba/ SIATE op COUNTY O. ALIr OAM1A O. Sa?te.DaL2lt14-19TH —" 'Wmy V. . Neurp e.lo.. nr.. .w..�.g1:� .Ghat/alwl--- �IlrCDA S.._B.�9lotL.lfll7 .now m M to M M vnm" A_ .+`e• "�^• M .cLno.deAa+d W.TME" -11 /r .rrcr IL TAX STATEMENTS AS DIRECTED ABOVE Sul# of C+Nlorrra• dl c ib.d at ® O Ir I O I A L a s A L VE0.NA J. MORRIS .v.l e.l.ct r mrr. a awn M (.rlY+r (.M •• Irr )I, till (11x1. .� IM .MYYI ..Y•1/ .�rl ,00a tonal Being `• non-e•cluc;v r'o+'i and prbllc utility esses,ent located in the So,rth- vest quarter of Seet.'01 2, Township 21 North, Range 3 East, M.O.B. i M.. being 60.00 feet In vii h. lying 30:00 feet on each aide of the following described road centerlines Corp.,Easter st BEGINNING at s 3/4" iron pipe and tog LS 2843, s,arkirg -M rhicfi corner of Parcel 4 as shown on that certain Parcel map for 10CM Corrnis !n map was filed in the office of the Recorder of Butte County, ollowing •long the Westerly boundary line Book 57 of Maps at page 36; thence f of Clock Road end along the are of s 750.00 feet radius curve concave to LM Oro Nrth 74* 251 through o centralWest, the radius pangleointaoft6'a07' 06"pointblot ano oarc a stancs3Of 8009 feethtoly Parcel 4; t: _,re 5,,, t„ Bl' 31' 27" East for tie Southeast corner of said Per enterline of said Clark Road, said 51.27 feet to a point located in the c point being the true point of beginning for the road ce.iterline herein described; thence from as true Voint of beginning continuing South 81' )1' 27" Caet•for 107.93 feet to the beginning of a tangent 150.00 foot r•diu curve to the rightI thence following silong the arc of said curve thrsxrph • central angle of 37' 16' 16" for on arc distance of 97.58 feet to the and of aeid curves thence South 44' 15' 11" East for 85.88 feet to the beginning d • tangent 250.00 foot radius curve to the right; thence following *long the arc of said curve through a central angle of 27' 07' 31" for an are distance of 118.36 feet to the end of said curve; thence S-wsth 17' 07' 40" Cast for 18.02 feet to a polnt located in the Westerly boundary line of that certain parcel of land described as Parcel 2 in deed to Radiology Service Company. recorded September 17, )971 in Book 1701 of Ufficial Record• of Brtt• County J at pegs 582. The exterior boundaries of the above described road easement are to be lengthened or shortened to,intersect property linea. a+e W Op�v1 , W i Or" ffo. 207221 . camw no. Level No. 0/FICtK f1ECIMpa 911M COMITY-ONl/. �LE.Ootai"i '� ear WHEN RECORDED MAIL n'. WA 19 I I )r ���T1AlEEfIP7 i MR. tf MW. WALTER A. P0IR3ER [(LE4f10R K S[CE(E P.O. Door 501 CUSA -R[CWDI ,amu Paradise, Calif. 95969 ' I VrACII powe T..e L.M row MCONO@" \M MAIL TAX STATEMENTS TO: =••wo.d0.r. DDAaeffAffY TIIMiT61 TAX • ...r...* ••••TP Orontes at addreps above / r r rem G"F°"r w M wnr.wlw w mw I o ftm or�w�rrt 011 fl.c gDtti[/C�w1�//r�w.rw/y►W�w�lw�r/.,��o���MrwAr.� (Ad.11w. _If/ */` A_ r r.i.Az".) " w uwrwr w A,..w d...mwm, r - /fwi wig. MID VALLEY TITh 6 ESCrWW CCl� EASwwT GRANT DEED Mt A VALUABLE CONEIDEFIATION. r - IV of which k ower .d-owtodpd. M.YER and MART L. HIM. husband and rite Nweby GRANT(E) to WALTER A. POIBIER AI DETIT L. POIRIER, husband and rife, as Joint Teasnts dh. row ao"Iw M dw cky of UnlncorporatAd area Cow" of butte sue of CellforrdL, dumped . SEE EASEMENT D&SCRIPTICK ATTACHED HERETO PXD MALE L PART ! w Oval Mal 26. 1982 F C[ 1� 440 -OA 10 o" o«CALIFORNIA f C EfJPl: T L. ' 0„ My 27. 198; Men .�.. rw .4.00 r M+vY_P wk a TR�iGI ,a.. P.—, �ws . and IWC L. l 101 NAA CARR hp NOTARY g mown n +.. m M M f...ew t .0"- w�p�+e+e w M w1.1.M MM+M..n N se.�Y.M4� M B"ft C.." ft fh curve b0— MR I. IVU rnTMl..r hjLjqd ef1Y.r 00. ,y.. ,fT...... b. .rw.rr .wnr Wr • hdta rhowf " MAIL TAX STATEMENTS AS DIRECUD ABOVE ROAD ZASEMENa ►igSCumoN for "LT Puzxmm Being located in the Southwest quarter of Section 35,.Townshi 22 North, Range 3 East, M.D.D. t M. and being more particularly y described as follows, Poin7 a non-exclusive easement for road one public Utility purer. Poses over a strip of land 60.00 feet in width lying 70.00 feet u� each side of the following described center llyir BEOlNN1No at • 3/4" iron Pipe and tag L1 2647, marking the most Lsstefly corner of Parcel 4 as shown on that certain Parcel Map for 10-M Corp., which map was filed in the Office of thi Amoord- er of 9utte County, California, in Back '57 of Parcel Maps at Mated 76; thence South 224 26' 13" test for 91.04 feet to • point located in tha centerline of Clark Road, said point being also rathe diuseofoceted on the are which bears North o69. 371 32*fWest 'and beioot radius ng also the true point of beginning for the centerline herein describedy thence from said true point of beginning, Routh 91" 31' 27" Zest for 40.91 feet to a point located in the Easterly boundary line of said Clark Road; thence continuing South 91. 31' 27" Zest for 30.60 feet; thence Southerly along the aro of a 970.00 foot rad- ius concentric curve, througha central angl.a of S• 52' 29" for an aro distance of 99.20 feet to the end of said curvet thence South 25" 30' 42" Nest, parallel to and 70.00 feet Southeasterly of said centerline of Clark Road, for 461.03 feet to the begin- ning of a 730.00 foot radius concentric curve to the left, thence following along the are of sold curve through a central angle of 29. 41' 14" for an aro distance of 379.42 feet to the beginning Of a tangent 100.00 foot radius curve to the left! thence follow- ing along the arc of said curve through a central angle of 34* 17' 33" for an are distance of 59.95 fast to a paint located in the Northerly bo-ndary line of that certain parcel of lad de-•. scribed in Deed to Walter A. Poirier, at ux, r•oorded.Otcgqtober 23, 1981 !ornia,t atoe68 fthe Official p•gok e314a dtheandof said described centarlins.� The sidelines o! the above described easement are to be length- ened or.shortened to intersect property lines. The Basis of the boundary line e01 Parcelf4, as shownve doncSaid Parcel Mapon Is theMforh10-H Corp. a■ shorn Nnrth 69. 14' 24" East as the most Easterly cor+ nor, of said Paar-1 4. C1 IND 'II DOCUMENT abn 1L% (REV. leo) . 2122-03-2535 AFTER RECORDING, RETURN TO: PACIFIC GAS AND ELECTRIC COMPANY Land Department P. O. BOX 49 CHICO. CALIFORMA 95927 Location: eM/Uninc Recording Foo Document Tren•for ia: 8—�'' ( ] Document Ted on Full Value OL Property conveyed, or [ I computed on Full Velu• Ln L •n■ fi cumbrenu• Remaining et Tim of. Sele, j Signature of d•cl t or egenc d orminin6 Lar APN 055-510-014 90-39335 3 90-039333 1 R e c F e e Check Recorded Official Records County of BI•tte Candace J. Grubbs Recorder 8t02am 13 -Sep -90 1 9.00 9.00 JJ 3 -- EAS— E:MEN.I, SCOTT STEPHENS and CAROL STEPHENS. husband and wife, hereinafter called first party, hereby grants to PACIFIC GAS AND ELECTRIC COMPANY, a California corporation, and PACIFIC BELL, a California' corporation, hereinafter collectively called second party, the right from time to time to construct, reconstruct, install, inspect, maintain, replace, remove, and use facilities of the type hereinafter specified, together with a right of way therefor, within a strip or parcel of land or along a route as hereinafter set forth, and also ingress thereto and egress therefrom, over and across the lands situate in the County of Butte , State of California, described us folkivViF The parcel of land, situate in the southeast quarter of the southwest quarter. of Section 35, Township 22 North, Range 3 East, M.D.B.& M. described and designated Parcel Three in the doed from Frederick It. Meyer, and Mary L. Meyer, husband and wife, to Scott ,Stephens and Carol Stephens, husband and wife, dated Auguat 10, 1989 and recorded as Official Recorder's Serial Number 89-30971, Butte County Records. Said facilities shall consist of: Such overhanging wires, cables, crossarms, fixtures, and appurtenances, as second party deems necessary located within the strip of land described as follows: A strip of land of the uniform width of 12 feet lying contiguous to and northerly of the southerly boundary line of said lands and extending from the oastsrly boundary 11.nu of rhe county road known as Clark Road easterly 25 feet (meaaurod along said southerly boundary line). FAA K. Co. COPY r ersQe(REV .1AO) 90-39335 SHEET Second party shall also have the right to trim and clear away or otherwise control any trees or brush c said strip parcel for the complete enjof land or yment of thsaid e rightsrhereby granted. einbefore set orth, whenever considered necessary uilding First party or shall not — 100 construct eof the center line of second party's electrical cor other structure or drill or onductorrate s well un or within said strip or said "parcel of land. The provisions hereof etoall inure to the benefit of and bind the successors and assigns of. the respective parties Dated a A5 919�• Executed In the presence of: W1 NE Pickard 14 y Scott Stephens f Carol s,ep n - L A Sacramento Valley Region Q/Q SE1/4 of SWI/4 Prepared: JV Do Sabla.W0 115347B section -35 R/W Map A-22-3-35 T22N R3E Div. Map U-33 M.P.B.& M. District: Paradise 90-39335 2.47a5 (wtuxess) Rev. 1/83 STATE OiF CALIFORNIA County' of ...... EO.77.7 ...... ... day of .... A V� ..? ..bfo me ... On this ... ....... ..... in the year 19 -R / c a No I tary Public for the Slate of California. personally appealed ...... .................... personally known to me (or proved to me by the oath of credible witness who is personally known lome) to bethe person whore name 11 subscribed to the within insimmentas a witness thereto, who, being duly SwOr"- deposed and said that he/she resides in. the County Of ............... . State of Calyamia, that 1WI31v .was present and Official Seal ................ BV.77 saw ................. 09PIP4-n ..... known to the witness 10 be Ilai person(s) who subscribisd .... H.4;A ....... name(s) 10 ■ DAVE BRAND ■this instrument and acknowledged i - the witness that .......... �FHF ......... executed it. ■NOTARY PUBLIC -CALIFORNIA and that of .... /,.� me . 0 ........... request the witness thereupon subscribed hillhimna Buse counly 111 ■ My CCMM&Wn Expires Feb. R. 1993 ■ as a witness thereto. ■ ... .... ...................................... ..................................... !: ... Notary Public for the State of Calilbmla .... ........ 62 2o2 (indiii1d"i) Rev. 1163 STATE OF CALIFORNIA County of j3;/ rnr:.......................... -, 'JZ/7tear 19.9-1:�--' before me. ........ . a? this ....... ........... da v o...... 4(,I6V in the .. . ..... a NotarV Publit,for the State of California, personall), appeared ........ -.i I...Q.7-77 ............................ .............................................................. ................................ ........... Official Seal DAVE BRAND W)Wj-j pULILK7.-GALIFORNIA CI r. NOIA 0 r. uuno County -3 . E.oirss F-10 CI "6@41009 was it jj IR, ... I ................................................................................................................................ . personally known tome (or proved tome on (he basis ofsalisfactorY evidence) to be the person(s) whose namr(s) ..• subscribed to this instrument, and ac- knowledged that ....he.... executed it. ...fir ....................... .................... . - .......................... ............. Notary Public for the State of California END OF DOCUMENT 91 03496 REC.rRDING REQUESTED BY I , BUTTE COUNTY TIE C%IPMY 91-003496 R e c F e e TL i Check • kND WHRM R[CORDED MAIL TO Recorded r EVERET`P CLIFFOaD PEARCE, Co -Trus ee official R e r d s N�Hs County off o + MARION E.M. PEARCE, Co -Trustee Butte A°'""` 5887 Crestview Drive L Paradise, California 95969 Candace J. Grubbs t J Recorder 8:00am 29 -Jan -91 I Title Order No. _Escrow NOP -16169 Meeb of Trust anb Zfaipment of Aentg FIDELITY NATIONAL TITLE CD 7. OC 7.00 Tbje; Mteb of Trutt, Made this_ 181-h day of_--.iANUARY , 199_, j$et1JleCri S.C_OTT STFPHEPIS and rAROI. STF.PUN.9, h,>.a}y nd and wife- herein called TRUSTOR, whose address is 1l5 Win RidgeRnnr1, Paradise_Califnmia 95964 BUTTE COUNTY TITLE COMPANY, a corporation, herein called Trustee, and ECE•RETT CLIFFORD PEARCE AND MARION ELIZABE7134 MAPOORIE PEARCE, HUSBAND AND WIFE AS CO -TRUSTEES , herein called BENEFICIARY, UNDER THAT DECLARATION OP TRUST DATED DDCEMBER 19, 1990 WltIlCggCtb' That Trustor irrevocably GRANTS, TRANSFERS AND ASSIGNS TO TRUSTEE IN TRUST, WITH POWER OF SALE, that real property ;11 the Town of Paradise County of_putte _... State of California, described.as: DESCRIPTION ATTACHED HERETO AS EXHIBIT 'A' AND MADE A PART HERE)DF' TOGETHER WITH the rents, issues and profits thereof, SUBJECT, HOWEVER, to the right, power and authority given to and conferred upon Beneficiary by Paragraph 3 of. Part B of the provisions Incorporated herein by reference to collect and apply such rents, Issues and profits, for the pose of securing payment of the indebtedness evidenced by a promissory note, of even date herewith, executed by Trustor In the sum of uSl,I'm f1f1 any additional sums and interest thereon hereafter loaned by Beneficiary to the then record owner of said property which loans are evidenced by it promissory note or notes, containing a recitation that this Deed of Trust secures the payment thereof, any lawful charge made by Beneficiary for a statement regarding the obligations secured hereby requested by or for Trustor, and the perfe:manee of each agreement herein contained. The provisions of Part A and the pr.svisions of Part B of the Deed of Trust recorded in the office of the County Recorder of each of the following counties in the State of California on August 18, 1958, except the Counties of Solano, Tuolumne, Yuba and Amador in which the Deed of Trust was recorded an October 9, 195^, October 24, 1966, April 23, 1969 and May 19, 1971 respectively, in the Book and at the page designated after the name of each County, which provisions are identical in each Deed of Trust, shall be and they are hereby Incor•. porated herein tlnd ere made an integral part hereof for all purposes as though set forth herein ut length County L'.rok Page County Book Page County Book Page County Book Page Alameda ....... 8757 207 Lake .......... 297 308 Placer ......... 769 49 Siskiyou ....... 409 195 Amador ....... 209 48 Lassen ......... 141 195 Plumas ........ 117 107 Solana,......... 995 559 Butte .......... 953 200 Madera ........ 724 392 Sacramento .... 3569 412 Sonoma ....... 1609 14 Colusa ........ 258 186 Marin ......... 1210 .187 San Benito ..... 242 73 Stanislaus ...... 1498 193 Contra Costa ... 3212 102 Mc,+docino ..... 490 511 San Francisco ... 7349 350 Sutler ......... 493 459 Del Norte ...... 49 97 Merced ........ 1378 406 San Joaquin .... 2092 461 Tehama........ 333 571 EI Dorado ..... 441 242 Modoc ...... 159 22 San Mateo ..... 3441 246 Trinity ........ 74 173 Glenn 373 314 Monterey 1890 155 Santa Clara .... 415I 640. Tuolumne ...... 221 508 ......... P .... Humboldt...... 500 187 Napa .......... 577 204 Santa Cruz ..... 1200 187 Yolo .......... 549 1 52 Kings ......... 716 577 Nevada ........ 249 189 Shasta ......... 574 428 Yuba.......... 482 366 In th : event the herein described properly or any part thereof, or any interest therein is sold, agreed to be sold, conveyed sir alier:nted by trustor, or by the operation of Law or otherwise, all obligations secured by this instr.lment, irrespective of the maturity dates expressed therein, at the option of the holder thereof and without demand or notice shall immediately become due and payable. Trustor requests that a copy of any Notice of Default and a copy of any Notice of Sale hereunder be mailed to him et his address given herein. 5} Q -- �/I a-(-11461� SCOTT STEPS + CAROL STEPHENS STATE OF CALIFORNIA u. County of III tttP _ Oti�a - _,&:�'1991 , before me, the undersigned, a Notaty Public, in and for said State, personally appeared - known to me to he the persons whose names ATP subscribed to the within instr:ymhi, and knowlcdgcd to me that xhe* executed the same. - otery u Ibl'c .FOR NOTARY SEAL OR STAMP �.........o.■.....atr.wages e p. MC WHERTER Y O NOTARY PUBLIC -CALIFORNIA O e liBsme Count o o f My Comm'sslon Espiles May 27,1993 : ;20 "CI+NT IFS LISTED ABOVE 91-03496 DESCRIPTION E}QIIBIT-'A' All that certain real property situate in the County of Butte, State of California, described as follows: The North 200 feet of f.b. South 400 feet of the following described property: A portion of the south one half of the Southwest quarter of Section 35, Township 22 North, Range 3 East, M.D.B. & M., more particularly described as follo%ls: COMMENCING at the Southwest corner of said Section 35; thence along the south line of said Section, East. 1935.00 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning; Northerly and parallel with the West line of said Section, 1320.00 feet,•more or .less, to the North line of the South half of the South half of said Section 35; thence along the North line of said South half of South half of said Section, West to the East line of Clark Road; thence along the Easterly line of Clark Road in a Southerly direction to a point in the South line of said Section 35; thence East along said South line to the point of beginning. TOGETHER WITH a non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying contiguous to and Easterly from the following described line: COMMENCING at the Northwest corner of that certain parcel of land conveyed by Deed from Lemont S. Stutts and Ethel M. Stutts, to C- H. Lanser and Martha L. Lanser and Richard Ramos and Evelyn M. Ramos, recorded in Book. 1700 of Official Records, at page 416, records of Butte county, California, said Northwest corner being in the Easterly right of way line of Clark Road; thence from said Northwest corner and along said Easterly right of way lin.?!, in Southerly direction 500.00 feet to the true point of beginning for the line herein described; thence from said true point of beginning and continuing along said Easterly right of Way line in a Southerly direction 820.00 feet to the south line of Section 35, Township 22 North, Range 3 East, M.D.B. & M. ALSO TOGETHER WITH a certain well and pipeline easement as contained in the Deed to C. H. Lanser, et al, recorded September 15, 1971 in Book 1700 of Official Records, at page 416, records of Butte County, California. END OF DOCUMENT ■ r. .•7 I 91-15881 AFTER RECORDING, RETURN TO: PACIFIC GAS AND ELECTRIC COMPANY _• Land Department p• 0. BOX 49I 9.00 CHICO, CALIFORNIA 95927 91-015m, Roc Foe 9.00 �:. Check :.:...r Recorded I 7 Official Records �. ��,`•'r. I Recording `e!M!/1L _� County of . Recording Faa * ill Tu e �ti�•.:. Document Tran ed. or Butte J competed on Full Value of Fropart7 ConvaF �, Grubbs Aomyetad�*:11 Valu. Lna Liens • Encumbrances Candace I ;•��, �„. e 1a. Recorder �� 3 Apr -91 or ag.ut determining tax 8302am 24—Ap .. sisnate a e EASEL\ APN 055-510-014 SCOTT STEPHENS and CAROL STEPHENS, husband and if,, hereinafter called first party, hereby grants to PACIFIC GAS AND ELECTRIC COMPANY, a Califorma corporation, and Pth� ht from time toornia time to Construct, hereinafter collectively called second party.and yp reconrcts install, together with a riaintainght o Tway therefor, remove within a strip orparcelof land or hereinafterer p along a route as hereinafter set forth, and also Ingress thereto and egress therefrom,outy of and across the lands situate in the Butte , State of California, escn a as o ows: I° The parcel of land, situate in the southeast�� quarter Easthe southwest i ptg �t quarter of Section 35, Township 22 North, 8 described and designated PARCEL THREE in the deed Scott Frederick H. Heyer aild Nary L. Heyer, husband and wife,Stepto Scott Stephens and ted aarecorded rOffici lhltecorder'anSerial Numbeand wife, ra89-309771,tBuOtelCounty 989 dRecords. Said facilities shall consist of: Such anchors, guy wires and cables, guy stubs, and fixtures as second party deems necessary located within the strip of land described as follows: A strip of land of the uniform width extending line of said PARCEL THREE and northwesterly from the southerly boundary de of the line described as follows: lying 2.5 feet on each sl Commencing at the southwestcorner of said PARCEL THREE and running along said southerly boundary line (a) EAST 31.27 feet to the TRUE POINT OF BEGINNING of this description; thence leaving said southerly ooundary line (1) north 25'.47'37" we..t 16.00 feet to a point within said PARCEL THREE. r GOPV..- 0 the map attached hereto defining the description herein, or 'g 1 desel hereto, by Pacific The a easement, was P�O and LO on of this utility distribution location Company pursuant to Section 8730 (c) of the Business Gas and Electric Professions Code. Y G$3W (RHV. I-) � o ••.wT'ion/MK�RW�.LI.�IMr'+'.'w�..•�a.w..nr+•.•^..�r-.uw.�n^ .�. .�..+r.--•.v'n.�-..rw�."s.' SHEET A t to trim and clear away or otherwise control any trees Second party shall also have the righor said t anted. or brush On said strip or said parole complete enjoyment of the rights hereby gr set forth, whenever considered necessary shall not erect or construct R -building or other structures electrical or conductorerate s First party feet of the center Line of second party' well under or within 5 —Parcelfet land. or within said strip or sald of The provisions hereof shall inure to the benefit of and bind the successors and assigns of the respective parties hereto. � 19� Dated Executed in the presence of: Scott Stephens WITNESS Caro Stephens u.2n (t„ kWUW) STATE OFC IFORNIA ss. „°°:�rr........................... County of ....7/ year ID... before Ine........... �' _...... ...................... c �fyo1.... ,n the ye O ........... day of......... ... Onthis.................. ared........... ........................ o Notary Publlc for the State of CaNJornfo. personally app) _ 5 .•...••...•.•.••......•.•..•• ................. x.71.� .. 1 .. ..................._..a ......................._............ Official Seal �ee.,swesarrrseee888ae868868 WHEaTER on Y / i AAY PUOLIC-CA tIOiLIfOf'tNN 4 Wto C.w� M'Y I(IeS 0 a ►� .s " aesasaaaaaaaaa Ssar�esatse I T` Prepared: JV Checked: DW ... ................................... _...... roes .►o trr.. on the bailsof saty%ac►ory ),,/dent)) to personally known to the (orP o:.-ubacrlbed to this Wtrunwnb and ac - be the person(s) who-) nartre(t •.... knowledged-that rh - executed it. 0 %//%% / .(. /�lL:::7................................... ( 1....L.2f� ",f -41 omit •' .......... lit or the State of (/ Notary Pub f Sacramento Valley Region North Valley Division (De Sable) 2W031�s6262 R/W Nap Div. Map U-33 District: Paradise CPD DRV: 1323A Q/Q SBI/4 of SW1/4 Section 35 T22N RH M.D.B.6M. REF 2122-03-2835 END OF DOCUMENT Recording requested by: 9 3- 4 4 2 8 5 BUTTE COUNTY TAX COLLECTOR 25 COUNTY CENTER DRIVE OROVILLE, CA 95965-3384 93-0442851 Rec Fee .00 When recorded, return to Tax Collector I Total .00 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder 1 2r00pm I1 -Oct -93 I BCTX XX 1 BUTTE COUNTY TAX COLLECTOR Lien No. 930128 25 COUNTY CENTER DRIVE OROVILLE, CA 95965-3384 CERTIFICATE OF LIEN DICK P U E L I C H E R. Tax Collector of Butte County, State of California, In compliance I, with the provisions of Section 2191.3 and 2191.4 of the Revenue and Taxation Code, certify that there are on record n my office delinquent personal property taxes as set forth below. These taxes were duly assessed, computed and levied, together with Interest and penalties for the year(s) and amount(s) set forth below and aro against the person or persons named herein and those persons are liable to Butte County for said amount(s). In addition, further penalties will accrue on said taxes at the rate of 11h% on the tat day of each month beginning on the second month after delinquency. If the last day of any month falls on Saturday, Sunday or a legal holiday, the additional 11h% penalty attaches on the next business day. A_SrSSEE AND ADDRESS YEARIPARCEL/ACCOUNT AMOUNT 90 57 STEPHFSS SCOTT C CAROL 5 WINDY KIDGE RD PARAUIS CA 95959 3 1993-94 995-056-129-000 92 093-025 365-210-099-000 14373 HOLMWUJO OR PARAUISE From the time of recordation of this certificate, this lien has the force, effect and priority of a judgment lien for a period of ten years or any extension thereof. The amount required to be paid as shown or heerein reafteracquired with edlbyeach of the abocrued Interest ve penalties hereon will constitute a lien upon all reel and personal property � , named assessee(s). Dated: J9/20W uICK PUFLICHr R Tax Collector Deputy i013 END OF DOCUMENT 0/1 APA-'.AWrV%;F Certificate of Conformance Certificate N° 20863 .THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products •Identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured In accordance with the specifications Indicated below. XA ANSI Standard A190.1-1983,'for Structural Glued Laminated Timber p NER 267 WE WESTERN BUYERS INC.'.-- Job Name TN6NM TA065, A106 AM11.tl14'eA Job Location I w e—hio�. WB -22789 Customer's Order No. ELK GROVE, CALIFORNIA Date Mlgr's Order No. 09-01643 I / 1 . . A .w /llrv/ Signature a _ Title QUALITY CONTROL SUPERVISOR Company BOISE CASCADE -CORP._ Address P . 0. BOX 50Dale 9� BOISE, ID 83728 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. W000 44141 FRI.40R ��� . R; vOA ql�' �W SEAL en by t i t rl 4S NGtO*` Thomas G. Williamson Executive Vice President AMERICAN WOOD SYSTEMS — A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION •t. •4•x',i' r _ 1 . iY♦ Yf M1... �. f !� -'HHcTH I1%1SULHTION Feb .50 P.01 INSULATION CERTIFICATE MAURICE COUCHET w a wwoy Rio r PARAME NLMBLR AND STREET _ � CITY'_r tKaTE COUNTY .SUBDIVISION _ �.� m� LOT NUMBER DESCRIPTION OF INSULATION 3. ROOF MATERIAL _ � _ BRA,'40NAME.__v. Ti IIC6CNES9 (iP1CMES)��_. THERMAL RESISTANCE (R -VALUE)_ 2. CEILING i�RsT� CEWTAWTEED aA,-T GR BLAN-KET 1'Yp£_-12.00 --- BRAND NAME-- THICKNESS .AME._..-it),CKNJ£3S {;iJCli£S}. _r_.--�- THERMAL RESISTANCE (R -VALUE) LOOSE FILL TYPE----- BRAND CONTRACTOR'$ MrN INSTALLED VVEI0HT/FT2.—,,•,--.L8 MINIMUM 71IICKNESS._____,__ 'vHES) MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FONT TO ACHIEVE THERMAL P.cSIST,?iVCE 3. EXTEIRJOR WALL, FRAME r(PE d MA` FIRIAI: _ - - BRAND N1A.M 21 THICKNESS (INCHES)__ y ..... ±HERM,AL RESISTANCE EXTERIOR.,=00A SNiFA.THIN(3 MATERIAL--�RAfdl�idA E f THICKNESS (INCHES)��_ � _ TH- -WA1-R 1STANCI 4. RAIU' FLOOR ------"" "—� ` MATERIAL BRAND NAME TH!CKNESSINCHES ( ) THERMAL PESISTANCE (R-V.AL,LIE) _ •rr ii. .991'OY7 I"'"1ia7J4.}K i J I ' SRAMs NAME THICKNESS (INCHES)_.._.r,.._ .. THERMAL RESISTANCE (R -VALUE)__ PERIMETER INSULATION DEPTH (IN:CHES)__„__ } R. FOLINDATiON I ALL _ MATERIAL BRAND D t -- �' ' THICKNESS (INCHES) t THERMAL RESISTANCE (R -VALUE) scaaaaeaaaxxax=txx=_«z�,�t�sscaaaamax_��q=r�—=v�crsaesenx=��==qz=z��zassasae_n=x=p=z=��assesasaaanaemm,4x" DECLARATION s iv I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION r,IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTw2BUILLbINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. j � OS:,TO®EW3! A _ R � `{�9916..:... �� 3.4 n Lan (t `^�. T '1T .fa/y-A•�l..fah,d ,`�/t RAM un�IL�Cf,f r5r5 ww fl�U.l1. A At A_P Te! 1� i t l4 � a +. Stx � �� ? {t ij•,r+y�.F � /,�� w ._� +,ys Mfg\ S y4 r " ..rte _�-------- '"`^. S 1' • r, rr i` rJ-+'c�y"r ` ,,,r�. ------------------------------___ -_ ______ __. __ _ .•.jw 15�.»r INSTRU'CTION'-FOR RECORDING AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 1. Insertthe legal description of the property in the space provided on the attached form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed the Recorder's Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required.) 2. Property owners must sign the form in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. (If you don't have access to a copier the Recorder's Office can make the copy for an additional charge.) RECORDER'S FEES: $6.00 - 1st Page $3.00 - Each Additional Page $1.00'- Copy Charge (1st Page) $ .50 - Copy Charge (Each Additional Page) RECORDER'S OFFICE HOURS: 9:00 a.m. - 3:00 p.m. (Mon - Thurs) Retur Qo: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division , FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County* Code 'requires this acknowledgement be recorded prior to issuance. of. a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this 'property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: � State of Californi County of 6(,t�fi On J q before me, personally appeared MI -W s � � m4ne 1, �-40 PROPERTY OWNERS: ee.Ajoo tJ Nu iowb b b Cht) 1 -- personally - - personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s); or the entity upon behalf of which the persona e executed the instrument WITNESS my 4nd and official seal. Jeanne M. Herndon Signature A.P. # Comm #1023419 0 "� NOTARY PUBLIC CALIFORNIA BUTTE COUNTY a Comm. Expires April 17 1998 'r Seal: 7cc 8p1 Order No. 48698 P17947/MS �Xh`ir�% Tom% DES 9.,4 4'20 5 CRIPTION All that certain real property situate in the County Of Butte, State of. California, described as follows: The....Nor,th......200. feet described of the South 400 feet of the following property: ....... ... . ..... . A portion of the ....... .... Section 35,*South one half of the Southwest particularlTownship 22 North, Range 3 East quarter o£ y described as follows: M.D.B. & M., more -COMMENCING at theSouthwest • corner of said Section 35• true line of said Section, East 1935.00 feet toe along the South the Point of beginning for the from said true parcel herei.n described; thence the West line Of-saidtSection., 1320of g00Nfeeterly and North line parallel with of the. South half of the South more or to the half of •said�Section 35; thence along .the North line of said South half of of said Section, West to the along the Easterly line of Clark Road tin1a-Southerine of k direction half a point in the South line of said Section 35. .thence said South line to the Y direction to Point of beginning. thence East along TOGETHER WITH a non-exclusive easement for public utility purposes over a strip.road lying contiguous to line: and Easterly of land 60.00 feet' in Purposes asterly from the following described COMMENCING at the Northwest conveyed by Deed from corner of that certain H. Lanser Lemont S. Stutts and Ethel M.Parcel of land Ramos and Martha L. Lanser and Stutts, tno C. recorded in Book 1700 of Official Records, Ramos and Evelyn M. records of Butte Count age 416, in the EasterlyY� California, said Northwest cornerr being Northwest right of way line of Clark Road; corner and along said Easterly thence from said Southerly direction, 500.00 Y right of wa for the line herein feet to the true Y line, in beginning described; thence from Point of beginning 9 and continuing along said Easterly true p a Southerly direction, Y right of way lint line iof n 35., Township 820.00 feet to the South line of Section P 22 North, Range 3 East, M.D.B. & M. ,�- v '�'�q; �"F*�'^gKr�Es r -'%T,.. ,.�. ,_s, �,,,,�y;rv;Y�y,� �� r.:i;'yyr�," +ersri�.; fi,',',! �+� �Fv'•a-.e►-'n,�r�-sn�.�.•�crl;�7+�••:'.�:.Y•,yq"`::R:�.2��tAk.�e%'•,1'i�"°.F ��`a=�x�'�<'r,.'.'a. vo BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District4�A�� Building Department No. _ A.P. Number Jurisdiction ❑ City �' County Property Owner Property Location/AddressRio / V C Subdivison Lot No. Residential Development] ❑ ❑ Sq. Footage No. of Living MHI Addition (Group R1� Units r Commerci trial ❑ ❑ Sq. Footage New Addition (Including Exterior Roofed A pas); Building Department Represent Date (Floor Plans reviewed by School District Personnel) r D iict Identification No.�' -` `a:', ,, E q School District certifies that (Applicant) (Stree )Address).:: (Phoney Number) ALA ljj,�ac (Ci has complied with the requirements of Resolution No representing 3 `Jj to square feet. School Di Representative L (State) (Zip Code) f by payment of ❑ Check here if fee received represents "Full Mitigation". lni Date k b Paid - y Check # Remarks: Bank Number Paid by Cash 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) feeform.wk, (4/94) r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 MAURICE & LESLIE COUCHOT. 1231 NUNNELEY RD. PARADISE, CA 95969 RE: BUILDING PERMIT APPLICATION A.P. # 055-510-014 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes.Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. - Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a). Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Stvle. Class) or exemption statement. Certificate of Workmans Compensation. I.^.surance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50%s subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: Should you have any questions concerning the above, please contact SCOTT RITTHF.RFORD of this office. MCV:ahb Y rs very tr ly, 1 - L "/�, I Mic ael C. ieira, C.B.O. Man ger, Building Inspection RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) r��t Bldg. Permit # 27s-3OWNERA. P. # Plan Checker GENERAL Zoning'requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. 41 Proper description of work on application.. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, -License law, etc). Recorded notice of violation. PLOT PLAN /Complete parcel size and dimensions. 2. Setbacks, sideyards, easements, etc. s Other buildings or structures. 44' Grading, fills, drainage. Flood hazard. Special conditions on creation map, Iustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb- -V. Building or utilities across lot lines (Record form). l FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. 210-8). for main - Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f)._ Fireplace and wood stove location, alcoves, and.clearance. Smoke detectors.(Sec: 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) usual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. .Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 161 -Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof.construction details complete enough.to construct building. AoTr Fireplace construction details and calcs if necessary. . Rafter ties or bearing ridge beam. . Garage door or porch header sizes. . Stud heights. . Adobe soils - special foundation design. Retaining walls requiring design. :-Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE ,MISCELLANEOUS ITEMS TO LOOK OUT FOR ;. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). B 'ck or"stone veneer (Chapter 30). xterior'.plaster - weep screeds (Sec. 4706). �r--eper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). oam insulation - protection. i 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 3 Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 'Attic access and ventilation (Sec. 3205). 1 �CUnderfloor access and ventilation (Sec. 2516). ombustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. Energy design. 41r.—Flashing at all exterior openings. CDF responsible area requirements. 114 64/1�_� 7(74 Cs�ie� �iur�� ••.�.. xt:emac.,.sa:..vue..� l�,.s.F CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 11' CF -1R Project Title.......... The Couchot Residence. Date........ 08/30/94 Project Address #9 Wind R'd Y i ge Butte County Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone....... .(916) 894-8466 / 246-9522 Compliance Method ....... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy. Calculation Svcs._ Run -3436 SF Res:' Submittal > GENERAL INFORMATION Conditioned Floor Area....'. _sf Building Type............... Single Family Construction Type ......... New Building Front Orientation. Front Facing Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Component Type Wall Door Roof Floor Wall Wall Orientation BUILDING SHELL INSULATION Insulation Assembly R -value U -Value R-21� 0.059 �i R-0 0.330 R-38 0.025 R-19 0.037 R-0 0.389 R-0 20.000 Window Right (SW) Window Front (NW) Window Front (W) Window Front (W) Door Front (W) Window Front (W) Window Left (NE) Window Left (NE) Window Back (E) Window Back (SE) Door Back (E) Window Back (E) Window Back (E) Window Back (SE) Window Right (S) Window Right (S) Skylight Horz Detached 270 deg (W) (Package E) Location/Comments FRONT, FRONT -RIGHT, FRONT -LEFT TO GARAGE, KNEE. WALL, LEFT:,. BACK BACK -LEFT, BACK -RIGHT, RIGHT TO GARAGE, SEPERATION DOOR TO ATTIC RAISED FLOOR SEPERATION WALL NONCLOSEABLE AREA FENESTRATION # of Area U- Pan- (sf) Value es 41.0 0.600V 2 32.0 0.600✓2 83.0 0.600-" 36.3 0.570 ✓2 20.0 0.570 4.5 0.570 2 20.0 0.600 2 72.0 0.600✓2 169.0 0.600 2 59.0 0.600 2 50.4 0.570 2 24.0 0-.570 2 7.5 0.570 2 20.0 0.600 2 6.0 0.600 2 7.5 0.570 2 6.0 0.800 2 id J Interior Over - Shading/ Exterior hang/ Framing Description Shading Fins Type Drapes.Std None Yes VinylDiv Drapes.Std None Yes VinylDiv Drapes.Std None Yes VinylDiv Drapes.Std None Yes Wood Drapes.Std None Yes Gl�z<50o Drapes.Std None Yes VinylDiv Drapes.Std None Yes,, VinylDiv Drapes.Std None Yes- Vinyl Drapes.Std None Yesp Vinyl Drapes.Std None Yes Vinyl Drapes.Std None �4Wood Drapes.Std None �� Vinyl Drapes.Std No A one Vin 1 Drapes.Std G C�QPe Vinyl Drapes.Std \g n Vinyl Drapes.Std vN4 >V' P QQ� Vinyl None A' �0 None Metal .1e.....v ..oma. r�-�e:.� ....xG�.:m.�sea.. .is. =: _ _ 'utt. 1 :.., ..ui:i. r.:_..i...L..i... ..r... >..d :x_.: .�,,.,.ln ,.._, ......::.'.�:_. .__• __.. "�,ro ,.cad".. a z .�1r's+'mx..,ab .ra.��t. ��w:.md�sr�++'"�),.!''.Y fi .,,a,iRtkini w��f� "°`ala�Rloa r!'astiw•�"Wa.� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal Type Exposed THERMAL MASS Area Thickness` (sf) (in)' Location/Comments InteriorVert Yes 180 Crawlspace R-4.2 InteriorHorz Yes 61 1.0 InteriorVert Yes 55 0.800 InteriorHorz Yes 93 1.0 InteriorVert Yes 202 Setback Minimum Equipment Type Efficiency 4.0 1.0 1.0 HVAC SYSTEMS Duct Location WOODSTOVE'SURROUND/HEART COUNTERTOPS. ,; SHOWER ENCLOSURE SHOWER/TUB/COUNTERTOPS SHOWER/TUB ENCLOSURES Duct Thermostat R -value .:.,,Type Gas 0.800 AFUE Crawlspace R-4.2 Setback AirCond 10.00 SEER Crawlspace R-4.2 Setback Gas 0.800 AFUE Crawlspace R-4.2 Setback AirCond 10.00 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Recirc/Timer 1 .60 EF SPECIAL FEATURES/REMARKS External . Insulation,. R -value 50 R-12 The Following notes are not valid unless a zonal control credit is being taken. Zones are seperated to allow no more than 40 square feet of non -closeable openings between zones. The Sleeping zone consists of all bedr000ms and the hallway areas adjacent to bedrooms 1 and 2. The Living zone consists of all other areas. it :�s�.. - ....-�'�acie�.�nL..':irw �s:',.i: .....u:."'-'-..�;r;%.`.�..:::.:• _ "..e:nu 'wi�:tm,r..iifs.•s.:.*y...... :.:.. �tii::��,ne. va.a�.:�.:. :.: - �.Fi:it✓�.:�. e.. °" • .w'�+ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 v4.02 File -94223S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal COMPLIANCE STATEMENT''. This certificate of compliance lists the building features.and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative *-regulations to implement them: 'This certificate has been signed by the individual with overall design responsibility. When this certificate.of -compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION -AUTHOR Name.... Maurice & Leslie Couchot Name.... Company. Owner Company. Address. 1231 Nunneley Address. Paradise Phone... (916) 877-7673 Phone... License., Signed.. D �` Q Signed.. Q(de ' ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date Marty Runnells Energy Calculation Svcs. 1907 Mangrove Ave. Ste D Chico, California 95926 (916) 894-8466 / 246-9522 ,.. ... r:.,: J...ti:l :v..t "'":ii. ...n..�^-.::.::e '`-� •�� �,: .1<.<-.i/:.c.� - a....::�_•is:mu:_:�.��'..�.n..eanvmkucs.uua _ - �,�^- .�.... ,... �..:W'c•.::,•_ .,e✓'�-•"'.tl ti. !'°"Nw� `��xA!�A'rr... w.J� s�v�+ n..�t•�+c .i��t '-� .rt•.*A."""' ..,f �,nid4.. ./"-. _ "^+r.+�,wo+�"'�,.,. k� • MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1. MF -1R Project Title.......... The Couchot Residence Date........ 08/30/94 Project Address........ #9 Windy Ridge Butte County. Documentation Author... Marty Runnells Building Permit Company ............... Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-95.22 Plan C eck Date Compliance Method ....... MICROPAS4 by Enercomp, Inc. Climate Zone... ...... 11-_ Field Check/ Date MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program- FORM. MF- 1R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res,..- Submittal Lowrise residential buildings subject to the Standards must contain these. measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered .by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this..checklist only: BUILDING ENVELOPE MEASURES Design- Enforce- - er ment. *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c) Minimum R-13 wall insulation in framed walls - (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in .framed floors;. minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weathers tripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have:. a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. PA I/ ILA - 'e.:_.e ' �" �:il::na:,_:ax:'..:.:..iw[:..�,�.::�.^.:.:.:::...:.....� amu.... •..:.,::a...;..:;� � .w . ....,ri..i:u6ics. ro .:" ..+r.'om'� .,.i�:..i.:i. ' .. .,....,., � d��!�FpdoeaN• ... MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page°2 MF -1R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 v4.02 File -94223S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal SPACE CONDITIONING, WATER HEATING.AND PLLT99ING SYSTEM MEASURES :.Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets. certified by the CEC. _ V 150(i): Setback thermostat on all applicable heating systems. �- 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or... backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling / fixtures IC (insulation cover) approved. V or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated.(R-4 or greater). 3. All buried or exposed piping insulated in recirculating . sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers'. 3. Gravity ventilating systems serving conditioned space.have either automatic or readily accessible, manually ` operated dampers. V 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa,heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling / fixtures IC (insulation cover) approved. V '„'X�ii....tJ... -.:- i.:i:..d _ ...sem ..,:.n.yi.J. ...: ni�..t.. �. :d. ao..ums.�aw .::..nom ' a. �,..,.a.+..e�..es..ti..._ .,.'r - - =-- .:: -.u..,.._.....:'..: - _✓:.. _. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Couchot Residence Date........ 08/30/94 Project Address........ #9 Windy Ridge Butte County Documentation Author... Marty Runnells Building Permit Company .............. Energy Calculation Svcs. Telephone....'.......... (916) 894-8466 / 246-9522,x, P an Check Date Compliance Method......-MICROPAS4 by Enercomp, Inc. Field Check/ Date C1 imat-gm 7.nna - • 11 1. - ' MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal. Energy Use (kBtu/sf -yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 13.60 12.29 .1.31 Space Cooling.......... 13.19 12.58 0.61 Water Heating.......... 7.60. 8.10 .-0.50 New Total 34.39 32.97 1.42 *** Building complies with Computer Performance.*** GENERAL INFORMATION Conditioned Floor Area..... 3436 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units—'. 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 2 Conditioned Volume......... 31048 cf Footprint Area ............. 3436 sf. Ground Floor Area.......... 3436 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 19.2 % of FA Average Ceiling Height..... 9 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) LIVING Residence 2039 19872 0.59 Yes Setback 2.0 n/a SLEEPING Residence 1397 11176 0.41 Yes Setback 2.0 n/a • �'''k.2•+. r,��'Sw f .r�a�. i _>a��vD^�°a°+V.�.«,..a.., a �pT��Der. �„i ,. y�/:.vr.' -h� t rtr'-�. cr&! {.P ���°.,.,.. .. ,,..its'"•. .... ,w�ui Af COMPUTER METHOD SUMMARY Page 2' C -2R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal Surface LIVING 1 Wall. 2 Wall .3 Wall 6 Wall it Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 21 Wall 22 Wall 23 Wall 25 Wall 26 Roof 28 ' Floor SLEEPING 4 Wall 5 Wall 7 Wall 8 Wall 9 Wall 10 Door 18 Wall 19 Wall 20 Wall 24 Wall 27 Roof 29 Floor OPAQUE SURFACES'!" Vent Area U- Insul Act Solar Form 3 :Location/ (sf) value R-val Azm Tilt Gains Reference ..'--Comments Int Shading/ 399 0.059 R-21 270 90 Yes', None 'FRONT. 131 0.059 R-21 225 90 Yes None .FRONT -RIGHT 127 0.059,R-21 .315 90 Yes None FRONT -LEFT 70 0.059 R-21 315 90 No None TO GARAGE 82 0.059 R-21 270 90 Yes None 'KNEE WALL 78 0.059 R-21 315 90 Yes None KNEE WALL 149 0.059-R-21 VinylDiv 0 90 Yes None LEFT 28 0.059 R-21 0 90 Yes None KNEE WALL 265 0.059 R-21 90 90 Yes None BACK 22 0.059 R-21 45 90 Yes None BACK -LEFT 22 0.059 R-21 135 90 Yes None BACK -RIGHT 33 0.059 R-21 90 90 Yes None KNEE WALL 26 0.059 R-21 45 90 Yes None KNEE WALL 252 0.059 R-21 180 90 Yes None RIGHT 60 0.059 R-21 180 90 Yes None KNEE WALL 2033 0.025 R-38 0 0 Yes None TO ATTIC 2039 0.037 R-19 0 0 No None RAISED FLOOR 124 0.059 R-21 225 90 Yes None FRONT -RIGHT 56 0.059 R-21 315 90 Yes None FRONT -LEFT 28 0.059 R-21 270 90 No None TO GARAGE 74 0.059 R-21 315 90 No None TO GARAGE 80 0.059 R-21 225 90 No None TO GARAGE 18 0.330 R-0 315 90 No None TO GARAGE 171 0.059 R-21 90 90 Yes None BACK 192 0.059 R-21 45 90 Yes None BACK -LEFT 181 0.059 R-21 135 90 Yes None BACK -RIGHT 2 0.059 R-21 180 90 Yes None RIGHT 1397 0.025 R-38 0 0 Yes None TO ATTIC 1397 0.037 R-19 0 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description LIVING 2 Window 20.0/ 2 VinylDiv Slider 0.600 225 90 0.88 0.78 Drapes.Std 3 Window 20.0' 2 VinylDiv Slider 0.600 315 90 0.88 0.78„Drapes.Std 4 Window 12.0./ 2 VinylDiv Slider 0.600 315 90 0.88 0.78 Drapes.Std 5 Window .8.0' 2 VinylDiv Slider 0.600 270 90 0.88 0.78 Drapes.Std 6 Window 45.0- 2 VinylDiv Slider 0.600 270 90 0.88 0.78 Drapes.Std 7 Window 9.0- 2 Wood Fixed 0.570 270 90 0.88 0.78 Drapes.Std 8 Door 20.0- 2 Glz<50o Hinged 0.570 270 90 0.88 0.78 Drapes.Std 9 Window 9.0- 2 Wood Fixed 0.570 270 90 0.88 0.78 Drapes.Std 10 Window 18.3- 2 Wood Fixed 0.570 270 90 0.88 0.78 Drapes.Std it Window 30.0- 2 VinylDiv. Slider 0.600 270 90 0.88 0.78 Drapes.Std 12 Window 4.52 VinylDiv Fixed 0.570 270 90 0.88 0.78 Drapes.Std 13 Window 9.01-1 2 VinylDiv Slider 0.600 225 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 x4.02 File -94223S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal FENESTRATION SURFACES"' # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type . value Azm Tlt Only Shade Description 19 Window 24.0 2' Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 20 Window 28.0 2*' Vinyl Slider 0.600 45 90 0.88 0.78 Drapes.Std 21 Window 28.0 2, Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 22 Window 28.0 2' Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 23 Door 33.4. 2,' Wood Hinged 0.570 90 90 0.88 0.78 Drapes.Std 24 Window 72.0 2- Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 25 Window 24.0 2,' Vinyl Fixed 0.570 90 90 0.88 0.78 Drapes.Std 32 Window 6.0.1 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 34 Skylight 6.0 /2 Metal Fixed 0.800 270 0 0.88 1.00 None SLEEPING 1 Window 12.0-"2 VinylDiv Slider 0.600 225 90 0.88 0.78 Drapes.Std 14 Window 20.Oi 2 VinylDiv Slider 0.600 45 90 0.88 0.78 Drapes.Std 15 Window 12.0/ 2 Vinyl Slider 0.600 45 90 0.88 0.78 Drapes.Std 16 Window 20.0.* 2 Vinyl Slider 0.600 45 90 0.88 0.78 Drapes.Std 17 Window 12.0--2 Vinyl Slider 0.600 45 90 0.88 0.78 Drapes.Std 18 Window �2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 26 Door 17:0- 2 Wood Hinged 0.570 90 90 0.88 0.78 Drapes.Std 27 Window 25.0-, 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 28 Window 25.01' 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 29 Window 7.5/ 2 Vinyl Fixed 0.570 90 90 0.88 0.78 Drapes.Std 30 Window 20�e-_2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 31 Window Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 33 Window 7.5/ 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght LIVING 2 Window 20.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 8.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 45.0 6 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 9.0 6.67 n/a 8.83 2.5 n/a n/a n/a n/a n/a n/a n/a n/a- 8 Door 20.0 6.67 n/a 8.83 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 9.0 6.67 n/a 8.83 2.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 18.3 3.16 n/a 8.83 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 30.0 5 n/a 1.83 2 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 4.5 .75 n/a 1.83 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 9.0 3 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 24.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 28.0 7 n/a 1.83 1 n/a n/a. n/a n/a n/a n/a n/a n/a 21 Window 28.0 7 n/a 1.83 1 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 28.0 7 n/a 1.83 1 n/a n/a n/a n/a n/a n/a n/a n/a 23 Door 33.4 6.67 n/a 3.67 3.25 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 72.0 6 n/a 3.67'3 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 24.0 2 n/a 3.67 .5 n/a n/a n/a n/a n/a n/a n/a n/a IwLLJ ^ - J. .a. Mir ���:.w1lr .���=y'a�� •:.r �oi�r/�+:A...i:... .tKuvd..�u'.Gi w.:�:wG�.� �...a� z..iL.:.u' .u�. Y.i:.L ..l.:Y.v Kwv:.ur." `.t-1+t.1�•i��... .•.LiAa.r�i.bsi.•..4 .� �'.i �:..s. :. ... �-�}�.Ii+F'�wq, uuwi.. i. �'" '}�'d .E1 � J0.` �J'1 e..�J,i ria. i'1. �: �..�.1t b ��yf� ✓.'i�N^ W .. a.W/�M`'YWAi�•i��ra. COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal Surface 32 Window SLEEPING 1 Window 14 Window 15 Window 16 Window 17 Window 18 Window 2 6 . Door 27 .Window 28 Window 31 Window Surface OVERHANGS AND SIDE ^Pills' Window- Overhang Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext 6.0 2 n/a 3.67 .5 n/a n/a n/a Left Fin Right Fin- Dpth Hght Ext Dpth Hght n/a n/a n/a n/a n/a 12.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4 n/a 1.83 .16 n/a n/a n/a n/a n/a n/a n/a n/a 17.0 6.67 n/a 1.83 .25 n/a n/a n/a n/a n/a n/a n/a n/a 25.0 5 n/a 1.83 .25 n/a n/a. n/a n/a n/a n/a n/a n/a 25.0 5 n/a 1.83 .25 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2 n/a 1.83 .25 n/a n/a n/a n/a n/a n/a n/a n/a Area (sf) U -value LIVING/SLEEPING 1 Wall 584 0.389 2 Door 36 0.330 3 Wall 32 20.000 Mass Type LIVING 1 InteriorVert 2 InteriorHorz 3 InteriorVert SLEEPING 4 InteriorHorz 5 InteriorVert INTER -ZONE SURFACES Insul Form 3 R-val Reference Location/Comments R-0 None R-0 None R-0 None THERMAL MASS SEPERATION WALL SEPERATION DOOR NONCLOSEABLE AREA Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 180 4.0 21.0 0.59 R-0.0 61 1.0 24.0 0.67 R-0.0 55 1.0 24.0 0.67 R-0.0 93 1.0 24.0 0.67 R-O.b 202 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct System Type Efficiency Location LIVING Gas AirCond SLEEPING Gas AirCond 0.800 AFUE Crawlspace 10.00 SEER Crawlspace 0.800 AFUE Crawlspace 10.00 SEER Crawlspace WOODSTOVE SURROUND/HEARTH COUNTERTOPS SHOWER ENCLOSURE SHOWER/TUB/COUNTERTOPS SHOWER/TUB ENCLOSURES Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.860 R-4.2 0.830 R-4.2 0.860 'fir ✓�"VI//A�i}AIS.. ,.Mb.Lly 4r _�..y Wr� r._ c�r`lrW ����K���t. Wcayar: � `m+0.{f.��'�. `at .�il,M9fiR�i'��i.}r� • ..N ����R.r �>..'«r/ r COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Couchot Residence Date........ 08/30/94 MICROPAS4 v4.02 File -94223S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal WATER HEATING SYSTEMS`?; .Number .,Tank External in. Energy. Size Insulation Tank Type Heater Type Distribution Type System Factor. (gal) R -value 1 Storage Gas Recirc/Timer 1 .60 ...50 R-12 SPECIAL FEATURES/REMARKS The Following notes are not valid unless a zonal control credit is being taken. Zones are seperated to allow no more than 40 square feet of non -closeable openings between zones. The Sleeping zone consists of all bedr000ms and the hallway areas adjacent to bedrooms 1 and 2. The Living zone consists of all other areas. • .v^'r''",•�wyy,w�yw a'i •I^ti;c��w.ty a: .,..�'u'v.N'a�.w .:J�.re �. r,r+vr.� w` . .%.....�._...�, N,,,.,fa�.ra�r.. e..-• u.�r;l1.. N•,.w.......,.., w......a �•`_.."^""1e+une+�.Yi�� HVAC SIZING Page 1 HVAC Project Title.......... The Couchot Residence Date........ 08/30/94 Project Address........ #9 Windy Ridge Butte County Documentation Author... Marty Runnells Building Permit -# Company ................ Energy Calculation Svcs. Telephone.............. (916) 894-8466 / 246-9522��. Plan Check Date Compliance Method ....... MICROPAS4 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 MICROPAS4 v4.02 File -94223S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range . .... ........ Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3436 sf 31048 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar........ .......... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 270 deg (W) Heating Cooling (Btuh) (Btuh) 16134 7177 16839 9399 n/a 19960 19633 6452 n/a 2100 5261 2254 57868 47342 n/a 9468 57868 56810 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. HVAC:SIZING`_ Page 2. HVAC Project Title.......... The Couchot Residence Date........ 08/30/94 . MICROPAS4 v4.02 File -942235 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -3436 SF Res. - Submittal HEATING AND COOLING LOAD SUMMARY BY ZONE''.. ZONE 'LIVING' Floor.'Area ....................... 2039 sf Volume ............................ 19872 cf Heating Cooling Description (Btuh) (Btuh). Opaque Conduction and Solar...... 9854 4475 Glazing Conduction ............... 11617 6484 Glazing Solar .................... n/a 140 30 Infiltration ..................... 12566 ' ..4129 Internal Gain.* ................... n/a 1239 Ducts ............................ 3404 1518 Sensible Load ..................... 37441 31876_ Latent Load ...................... n/a 6375 Minimum Zone Load 37441 38251 ZONE 'SLEEPING' Floor Area ....................... 1397-sf Volume ............................11176 cf Heating Cooling Description (Btuh) .(Btuh) Opaque Conduction and Solar...... 6281 2702 Glazing Conduction ............... 5222 2915 Glazing Solar .................... n/a 5929 Infiltration ..................... 7067 2322 Internal Gain .................... n/a 861 Ducts ............................ 1857 736 Sensible Load .................... 2b427 15466 Latent Load ...................... n/a 3093 Minimum zone Load 20427 18559 E.H. USE ONLY Plat Pin Anached ;76— Fl. 6Floor Plea Attachod A10 Seat to B.D. 3 - 20 • ! i� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance /'\�`' ll Y Owner / a ' n AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well. V Po Clearance for L bedroom le home. Other Hold final for: Final clearance O.K. r: NOTE: WO 2 S Environmental H Specialist Date S T R U C T U R A L C A L i_ U L A T I 0 N S F 0 R' CONCRETE FETAINING-BEARING WALLS STEVE HARDING SSS LUTHER DRIVE, APT. # 1 PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1994 EDITION OF THE UB SIGNED Z'__4 DATE z ZO %6' FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 372-0254 FLT ENGINEERING SUBJECT: CONCRETE :ETAINING—BEARING WALLS 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 3/96 JOB NO.: 6031 PROJECT: STEVE HARDING SHEET 1 OF 10 80S LUTHER DRIVE, APT. #1, PARADISE, CA 9596'3 DESIGN CRITERIA: STUD WALLS, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. CODE 1994 UBC SUPERIMPOSED LOADS: 'MIN. DL = NONE MAX. LL = .040 x 17 + .020 20 x 9 + .050 x 5 = 1 . 1 1 k: / 1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL7 AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF DL + SNOW + WALL DL + FLOOR DL+LL SURCHARGE OF 2000#k WHEEL LOAD C APPROX. 3' FROM WALL — C. 0/6"2 = .056 KSF -- 11 SUR'CH. CALCIS PROVIDED FOR: MATERIALS: A. 3'-6" HIGH WALL B. 0-0- HIGH WALL C. &—G" HIGH WALL D. 81-0" HIGH WALL CONSTRUCTION DETAIL — SHEETS 2 & 3 — SHEETS 4 & 5 — SHEETS 6 & 7 — SHEETS 8 & 9 — 'SHEET 10 CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c = 2000 PSI C 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIFE MESH — ASTM A185, 6X6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF. FLT ENGINEERING PROJECT : STEVE HARD I NG 5790 C=LARK ROAD JOB NO. : 6031 PARADISE, CA DATE : 3/1996 (916) 872-0254 CALCIS BY : FLT SHEET Z OF /O SUBJECT: : i_ONS_RETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL C=ALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE PSF): 30 SURCHARGE (FEET): 000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEI►BHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL = T (INCHES): COEFFICIENT - a : - TOTAL EARTH P'R'ESSURE - Fh r (KIP): REACTION C TOP OF WALL - Rt (KIP) : REAS=TION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAF; - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN"2) ld'(IN) SIZE & SPA (IN) ------------------------- 7---------------------- 0.020 3.75 #4 @. 117.6 MIN. VERTIi=AL REINF. - .15 % (IN -2) i' MIN. HORIZONTAL REINF. - .25 % ( IN'''S) : DESIGN REINF. - VERTIC:AL: #4 C .24 - HOR'IZONTAL: #4 C 13 0.00 1.11 Q/ 3.5 �l 4.17 6 1.46 0.26 0.10 0.16 1.96 0.11 o. 108 0.180 PROJECT : STEVE HARD I NG JOB NO. : 6031 DATE : 3/1996 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF i_ ONC:ERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRIC=TION i=OEFFIi=IENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INC:HES): — DEPTH (INC=HES): 100 150 1500 00 0.35 0 1500 12.41 6.00 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 3 OF /O DESIGN FOOTING — WIDTH (INCHES): 12.00 — DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD — Pv (KIP) : 1.55 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 155' < 1500 Q, llt::�, SLIDING RESISTANi=E — Fr (KIP) : SLAB REINFORi=EMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN'2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): k 0.25 > 0.16 4 9.59 4 4 5.92 0.029 29 4 7.14 PROJECT : STEVE HARDING JOE; NO. : 6031 DATE : 3/1996 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 3�> SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL'- Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF 109 SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN"') ' d' (IN) SIZE & SPA (IN) --------------------'---------------------------- 0.055 3.75 #4 @ 43.7 MIN. VERTICAL REINF. - .15 % (IN"'): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #4 C4 - HORIZONTAL: #4 C 13 0. 00 1.11 5 5.67 6 1.46 0.48 0.18 0.30 2.82 0.30 0.108 0.180 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916) 872-0254 SHEET f' OF /D PROJECT : STEVE HARDING JOB NO. : 6031 DATE : 3/1996 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF ►_ ON►= ERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEATING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (IN►HES): — DEPTH (INC:HES): 100 150 1500 200 0.35 35 0 1500 13.61 6.00 . FLT ENGINEERING 5790 CLARK WOAD PARADISE, ►_A (916) 872-0254 SHEET I— OF /D DESIGN FOOTING — WIDTH (IN►=HES): 15.00 — DEPTH (INCHES): 12. i �0 TOTAL GRAVITY LOAD — Pv (KIP) : 1.89 INCREASE OF ALLOW. SOIL PRESSURE is%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF) : 1508 <r 1500 SLIDING RESISTANCE — Fr (KIP) : 0.47 > 0.30 SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAF' #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 7.23 DESIGN HORIZONTAL SPAN (FEETW 4 SLAB THICKNESS (IN►=HES): 4 SLAB WIDTH REQUIRED (FEET):* 10.42 DESIGN AREA OF SLAB RE I NF . (IN' 2/LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (IN►_HES): 12.57 PROJECT : STEVE HARDING JOEL NO. : 6031 DATE : 3/1996 CALCIS by : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PR'ESSUR'E (PSF) : 30 SURCHARGE (FEET): mo000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP:) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INC:HES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAF' - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN'' 2) s d' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.115 3.75 . #4 C' 20.9 MIN. VERTICAL REINF_. - .15 % (IN"2) : MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #4 C 20 - HORIZONTAL: #4 C 13 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET "r OF /Q 0. 00 1.11 6.5 C. 7.17 6 1.46 0.77 0.28 i � . 4'3 3. 68 0.63 0.108 0.180 PROJECT : STEVE HARDIN13 JOB NO. : 6031 DATE : 3/1996 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF) : ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEAT'INiG PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF) : PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INC:HES): 100 150 1500 200 0.35 0 1500 14.81 7.95 DESIEGN FOOTING — WIDTH (INCHES): 18.00 — DEPTH (INCHES): 16.00 TOTAL GRAVITY LOAD — Pv (KIP): . 26 INCREASE OF ALLOW. SOIL PRESSURE C%): 6.7 ACTUAL SOIL PRESSURE — 0 (PSF): 1504 < 1600 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- RE I NF G TOP OF WALL (BAR #) : MAX. HORIZONTAL SPAN OF WALL (FEET): DESIzGN HORIZONTAL SPAN (FEET) SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RE I NF . (IN• 2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0. 76 > 0. 49 4 5.80 4 4 16.20 0.029 29 4 1'x.55 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (916) 872-0254 SHEET % OF /O PROJECT : STEVE HARDING JOB NO. : 60131 DATE : 3/1996 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): ''UGC # WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.00 - LIVE LOAD (KIP) 1.11 OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.67 THICKNESS OF WALL - TAINCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.13 REACTION C TOP OF WALL - Rt (kIP): 0.41 REACTION C BOTTOM OF WALL - Rb (KIP): 0.72 HEIGHT OF 101 SHEAR - Ho (FEET): 4.54 MOMENT - Mw (FT -KIP): 1.14 AREA REINF. (IN'''• ) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.208 3.75 #4 @- 11.5 MIN. VERTICAL REINF. - .15 % (IN"2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN"2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 11 - HORIZONTAL: #4 @ 13 FLT ENGINEERING 5790 CLARE: ROAD PARADISE, CA (916) 872-0254 SHEET f OF /D -P, FLT ENGINEERING PROJECT : STEVE HARD I NG 5790 CLARK ROAD JOE: NO. : 6031 PARADISE, CA DATE : 3/1996 (916) 872-0254 CALCIS BY : FLT SHEET 9 OF ,D FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF i_ ONC:ERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEATING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. _ FOOTING — WIDTH (INCHES): 16.01 — DEPTH (INCHES): 17.97 DESIGN FOOTING — WIDTH (INCHES): 18.10 — DEPTH (INCHES): 21.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.54 INCREASE OF ALLOW. SOIL PRESSURE (%): 15.0 ACTUAL SOIL PRESSURE — G (PSF) : 1692 < 1725 SLIDING RESISTANCE — Fr (KIP): 1.11 > 0.7' SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.84 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.28 DESIGN AREA OF SLAB REINF. (IN— I/LF) : 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 28.09 I1"--1 1 r (C 04-Y E"--.154L.r - DATE .-:3//.�... SUBJECT---COi(IC/PG�TL�--�..._._._-...._......_.__ SHEET AG -Z! ..... OF...I0..... CHrc. DATE -...._- ---- erA11.11A G - BeAe/N6'...A1,4GL_----•-- jos No.._.. -....6,031 ......_..._..... S. >yi¢,2D%�%� 8O6 GUTHE,e Dom, P� &,*DE/SGi¢, w� w SUPER/I'1POS�0 L GL4DS PL"�P �S`HG�FT / 6'CUR,8 OPT/DiN.4L—19-111Gf,E� Tf/.4// C w I 4 "ICOt/C, SCAB M/Af & 5946 - EXTEND YG!L,PT W,41- L /NTD 7Ne OR CxC-W/.4xNW/'-f *v W. r I� CU.eB (S 4d' o,o• MAX, SFE NOTE '#2 6 .aces ~" Yy r COMP�4 CTG'G 2'C4EAAr a .444 p RILL /T� le PERT. e- Vi= J _ILBARS NATUCi¢L rD o G�cA pE , Ile .44RS W 4 T 3'Ce-dvA,c . * sly UTTE COUNT BUILDING DEPART MEN Cw� �,�Q lF0 �B r �,, CAt%i 20 96 s6w e TA/L iJ rt/,T, S. FTG. STEPS `VALC Yy/' �Tr r� w B,r rCa rDI iia aha;.. ib a �C u-: X ;� mea 4d. .ver •{,r A. 3LC— B , 5• � D r � /2 � /S" /2 a � /2 � Ou i� /i u v u ' C. 6� 6"' a /6a 46 /6u ii /8-0`' ee0 rr rr ¢e20 Ar ¢x30°e fig ¢e s set of pas anc specifications M 5T be •,, rr ice any cl ange or al erati ns on same wifhouf itten pert lissilo ro the epari en# of Pula• /�OTES : / LSP f/O.�/z ,��/NFO�eC/.vG /8 ° O.e 30 8.4.E D/•4�1E•TF�c's div, 2, P,POI�/OF Sh�OR/NG OR Came. /Y.gG L . UNT/G Tf/E colvel. OF /-?/C- iS/E(7 (7DAYS N®TPA.-- X11 flv aferfals I WoAmmi tig MA Be hi Accordance with Recognized Good Practices and F L7 of a quality prescribed for then 5 ecified use in the 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 1•he National Electrical 0 CL� CD N IL O E In CD Z H a m Job: 111AIGHT--MALK IN LARRY WRIGHT) / TI TOP CHORD 2x4 FL #1 :T2 2x6 FL SS BOT CHORD 2xB FL SS WEBS 2x4 FL Standard : N13 2x4 FL 01: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT,#2949. 01 HIP DESIGNED TO SUPPORT 04-00-00 JACKS WITH NO WEBS. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 240 O.C. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER OR CONTINUOUS LATERAL BRACING AT 72" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONNECTION FOR 23-0-0 TRUSSES 24" O.C. TO BOTTON CHORD: SIMPSON LU28. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES, THE MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) THIS ONG. PREPARED FRUH COMPUTER IPWUT ILUADS 6 ULn1iIV51UPp1 TMUMIITEU 117 THUbb 141-H. n ,.3_Complete.Trusses Required N a NAILING SCHEDULE: (10dapox-pails) a TOP CHORD: 1 RDW @ 14 O.C. ^' BOT CHORD: 1 ROW @ 3" o.c. WEBS . I ROW @ 4" O.C. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.,. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATMN** to :n NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.15 EXPECTED VERTICAL LIVE LOAD DEFLECTION ra 0.39 co USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0"oc. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT 70P CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEWFIR 13 OR BETTER @ 24.00'oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.11FIGURE 33). OR HIS -91 SUMMARY SHEET (FRAME 3 THRU 61. OR DETAIL C01IO. SUPPORT HIP RAFTER WITH' CRIPPLES @ EVERY 02-09-15 FT. ac.. ONNECTION FOR 30-0-0 TRUSSES 240 O.C. TO ODT70M CHORD: SIMPSON HUS26. ISEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES, THE MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) (H) CONNECTION FOR T5 : SIMPSON HUS26. SEE CATALOG C -95H -I FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, SUPP ED MEREM HAVE IDENTICAL LUMBER HEEL H OF SUPPORTING T ) G— 4 -D -D _r_ 15-0-0 4-0-U A-7030 W=3"S iF1 HIP IS DESIGNED TO SUPPORT 4-0-0 JACKS WITH _ NO WEBS FROM ONE FACE. OPPOSITE FACE SUPPORTS 231 FROM LEFT TO RIGHT: 23-0-0 SPANS FOR 19-0-0. 'OVER 2 SUPPORTS 30-0-0 GIRDER AT 19-0-0. AND 30-0-0 SPANS R=62640 W=308 TOM PLT. TVP.- LPN G C CA 0 0 - - �TT5 ("OuUF NI " ' .:.SCA . 950.2500 •�+ 0 0 o E1 a o AC=3C-'-"OE1IAlIG1 m = .3 ca U c.7 ru 1..7 1=� *1f IMPORTANT* � mTf� nfs�slm rw ' "MR U11S DESIGN 00 TIESE SPEEIrICATIGM CA ANY FATLIE tD So ILD TSE ISDSS III CO><i1PRINC[ WIT* 0103 S! TPI. ANP1t! OOJ[C1WS AP! 140E t!r ZOGA OILV. S1ER N1ETD0 AB1N 4446 B9 B Eft[PI AS IroTED. APPLY CnJECTORS TO EAL11 FACE QF IGUSS Alp LPILESS 111' 11K 1.00110 01 TRIS DE31GL FES1l1611 001114 "PER DRAWINGS 1]D. 150 6 100A•r. DESIGN STua1011S C01:F0W Ir/APPLICASLf "1115)OS CF ILS C rP) AN 11411 01*9 in NIIS EMAIDG APPL)FS TO DIE CO PW*NI QEI`ICRD 1FPF OF Ott• ACI SMALL IDI QE NET.ITD timm 1n Am Or1F•4 MAA. WARNINGS aLEw DEUR i`m BR=In. SEE X113-01 Bt TPI. SEE THIS QESISII FOR 4®111101.41 SPECIAL PER"MilT Br14t1NG RE QWA(kp11S. L1LlSS Oilt[PNISE IIOtCi1CD, i0P 0008 51P141 BE LATEIULLT B"AGED NITN PPIPEP L1 ATTACHED FL01DC0 SNEAtwIc. BOT101 CH"n 1111N WlDfRLT ATTADED 01670 CEILDq -- SEE ALP11E TECROUL MATE EF/1/011 FDi KWEP�'OT.LD. DRtMIL IP1l(CATION tl.'N4Y1 A COP! OF 11115 DESIGr FO TIE inns lIf.6TI11:i COIITYC IVa. Qf104 �Sf �r ye- C.)DO) �+ -f SF DL T.0;`OTO ��4 r DL • OVSF 0c pq.C431AS C LL O.U PSF 6}391_! 45. P.SFISM fl C1V1� ��\� DUR. FACT. 9lf�Arrsper.Tma. SEE ABOVE FIR 7--56403 _ E ' 7/10/96 6m CAUSR427 96192518 CA -ENG MD •-.un .I, r•LAlf NIcnNNI_ rns• Inns ramam UFSISNTICIfIG11IGIiFnnWnA'11COkiN1WTIO:I 0_ to Q1 Job: (MIGHT --WALK IN LARRY WH15HIJ / T2 Z3" HIP 6" 5U TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FDR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATEMANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSS ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING• TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6 p 5X4 (C8) 4X6 (C8)� W -I&) •- HS2514 IHI5 111116. PRLPAHEU FNUN CUMPUIEH INPUT ILUAOS 6 UIHENSIONS) 51JUNITTEU E1Y THU55 HFH n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949.La c (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. 33 IN. #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. � USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.040c. EXTEND w SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT cn EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD, LATERALLY BRACE " FLAT TOP CHORD WITH 2x4 HEM -FIR a3 OR BETTER @ 24.00"oc. In ATTACH WITH 2-16d NAILS 6 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 ro FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 5), OR CA -HIPS In DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY C> 05-07-14 FT. oc.. 5X4 (CB) \4X6 (C8) 11-0-0 1 6-0-0 12-0 23-0-0 —0— j -- 23: 'OVER MUPPORT5 R=2257f W=3'8 R=22576 W= At DTF.AC 11CCYC►r rove tion na In IA I _ IA), Yv 1= c1 CM v 1=1 o C7ATRUSS O C�G7 CC cm cm = C= C7 A= C *3 b r_3 1__3 4*IMP0RTANT**A'I'm p-'s"Em "'OST; Av' SHIM UA01 BE RESPIRM&E FOR AR! OEYCATIOI FOCH Tats CESCOI OR TAESE STECIf)CATIOFIS. OI AUY FA)LORE YO WILD Tot TRUSS Al CWXCNWXC BOTH OSTIA) BY TPI. LLPIM CMMCIO" U! 100E Or E054 GAM STM WZ1118 ASTN "M GQ S EXCEPT AS ILTTFD. AWLt CONJECrCPS TO EACH FACE OF MAW AM IXILESS OTIESIUSE LOCAIID OI UES DESEGIA FUSITIGH commWS PED DtANINSS 130. 1" S WA -r. DESTS4 STAIR MOS =11`01114 KIAPPLICASLE MWISSlOn or 116 C (Pl. All EaONEER'S SEAN WA THIS OIMLOO 4aPL1ES FD NE COW&AFflf CEPICIED1ERE NA 01LSHA II. Alin SHl N01 fX DEL UD WANT 30 AM OWER RIM. WARNING,"A FB rcal11E EXTR[rE cAP.E IN MNDI.IDq ERECIISN ►Co ERICIIA). SEE Tr@ -91 of TPI. SEE THIS Clan FOR MOMMUL SPECIAL AEN W41EOT SRACTNO Pi GWRIM11TS. DSLESS DTIDMIS POICATIM TOP Ay OCOD SOLLL 0E LAAERALLT MACER) MIM PRP=ER oe Lf AFUC ED RTMim SNEATROU 5011011 CHORD KITH PnNEFLY ATTAC11E0 1119111 CEILND -- SEE ALPINE Tt.CMA1GL IPDAfE D/1/911 f PTRff'E0 011f11U.L &I'MICLTTp1. ►IfT115H A COP, W AML r CCSIRI 19 11E IRIISS ErIECITIMI CV11RAC10R. N'AFCITTfJf100 FCA SSto 011.'N,RCrfC7 `z _8 85 MP Fyc TC OL V19-0 SF BACT'Ei7 07/10/9E '' BC OL 5.0 PS B W XAUSA427 66192! 1 C43845 "m° BC LL (U) 0. 0 PSF 4A MD _ EM 63097 * TOT.LD. 45.0 PSF jlln�l�lllj�llf c �p OUR.FAC. 1.15 I��I"II� 'll�l IIII Job: ]NRt6HT--WALK IN LARRY WRIGHT] / T3 23' COMN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL P1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. THIS ONS. PAEPARE0 FROM COMPUTER INPUT 6 DIMENSIONS) BY TRUSS MFA. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c N (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m a IN LIEU OF RIGID SHEATHING: "! TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 93 H.F. ,o OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �► m N O a (B2) T3 11-6-0 ii -1-2 -o- 22-7-2 , 22.7' 2 ' OVER 2 SUPPORTS N R-ii936 W-3'8 R-10000 W=3'8 a BUTTE iD Q1 LT TYP - A P NE 0 N A UB Cot)N.Ty SeQ: 85788 .t 9EP 1e. 17A73U SCALE o 0.2500 0 0 0 0 o c * IMPORTANT L°"m EIGDUEmo '"'QTS l'K mlL NOT BE oesoaeslas rm Aw WARNINGT"sm Iv?oa111E EArnEAE 1E mllnlan. FaEcnw f�0 t ' SS1,� LL � "�0 SF REF 8427--56389 DEVI nui room imis DEsun DA I/cst sPEctricurm s m !ar rA1LUM 10 4OILO TVE TULM 11: DOWUM UU$ 1CM =136 DV M. BF=nn. LEE H18-91 81 TPI. SEE This awsm MR ACG1TTDNXL SPECIAL PE WAKEHI Untsiln UE ��� � t<' DL 1�V,c � F DATE . 07/ 10/96 ORN CAUSR427 96122504 Ursa comoom ue /ADE aF aisA mv. swAL IE3ilia Asim WIREMENTs. IK.ESS Oni"K.SE DmCAiED. T® r'DL 5.0 PSF AMB Ea B 910EPT AD NOTED. APPLT CEUMECTOft To JAVJ rACC CHORD Elan PWm A=CM Lr tk ss Aso inuTsaT e"MELccATEDa1TN'sDam'ms'T1E11LYATIACmED BUIL EE LArEARLLT BDlCEO ND.C43845 '— LL (U) 0.0 PSF CA—ENG MOtltltltl.(mplttl1!!e�11C0*OF RTAODD SMAINNA BDTTO* CHORD OCm M63 ISO t )LOA -F. EIIH PmPEFL!tVECWZ LrrWED a(71a RMS SEE * frQ 6349) T.LD.45.0 I CkSLE I AJJ SINEIAUS CILFOPK M/tORCCC9LE PP07151g1D 0% WL C iPE AUl EtID11EE/1'6 JIS AIPIIE IELN1iC0. LF04TE [7/1/Dll FCa PNCGEA 01) PA iul DEAL DD Im15 DPAUIUUD APPLIES TO U4 C09MCU,T UrP1CTED FERE 0JCM1I tlPq !lIIOAOI DwiElLL APrLICATIaI. 1691191 A CDP/ or THIS 1� Ctrl`PIC�T00. J' �lF..pp OI 1111IIII I99II C C= G L= Cm l3F Cillfa��\� SPACING• rPSF1111111liqH 24.0 88 �PLS19MALE D151�I iUtE. lD1 411UtOC OES1rJ15YL[F ittf C9 rpU1 >;a Jab: (WRIGHT--WALK IN LARRY KRIGHT) / T4 6' MONO GIRD TOP CHORD 2x4 FL #1 BOT CHORD 2x6 FL 02 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3,3. CONNECTION FOR 23-0-0 TRUSSES AT 24" O.C. TO BOTTOM CHORD: SIMPSON'HUS26.FSEE CATALOG C-PT95H-I FOR NAILING SPECIFICATIONS.,(UNLESS OTHERWISE.SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES. 04 (A 4=3 THIS OMS. PREPARED FFM COMPUTER INPUT (LOADS C OIW.NSIONS) BY TRUSS MFR. 0 THIS GIRDER DESIGNED TO CARRY 23-00-00 TRUSSES FRAMING TO n BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT c FROM OTHER SIDE. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE A AEQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00° o.c. 40 MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. +U N CII 7-4 J Cc A-1753$ W-3*6 W-.. V.l.l. J' — -- R-I583N W-3'8 N ��J j ��i %�• Poi 0 0) 1 � �s 5eq; 85790 � PLT. TYP.- ALPINE DE T C A 0 T.3u6 SCALE 4 0.5000 o J dA O o v o o I� RIMPORTANT*TUU 1W BEAESPOWIIDLE Gr aun oErnita, FAUN 917E O.1,.OB (NESE—111-10pS, DR'IIT ARNING "s Jc pEE ,m, u,o OPACIAri_ SEE 1118-57 OY TP(, SEE MIS OESIOS �p4a0FES$/0 L F � ,`��• � C DL � Q F REF R427--55390 DATE 07/10 96 ' G FlIlO1E f0 811710 IDE iR055 ,+( LRY0100►>R A[fH OSTCB BY TP(. LFEM Cl=A=TCAS N! FACE Or ,OW OALV. STEEL NEErINO (STN TpP A90[:IOILL 9'+EL [AL PEOFA:I a BPAC71s. Pi 401TV1GCS. tfi&M DTMw4= 11MCAUM. 707 W A OL . UASF DRW CAUSR427 So92505 C� o A41i OTD ECEPT AS TOTER. APPLV COMECIODS TO ELCh FACE Or MISS AVD UILMS OTHEMESE LOWED r5, MIS DISIOO. POSITION LDSDO SIALI EE LATERLLLI BRALEO OCT" PSOPER LT AETAC14W FLINOCD SIiAT81116. DDTTo+ CHORD cc r 1 NL.C43845 '— LL 0• d PSF CA -ENG MD.. - COMEGr0a5 PIA DRAN7IAS IIV. 1.0 t ONU s. B(slsD stl14Wi05 ■ITN PDCPEPLV AlTAC7E0 RISIO CEILOO — SEE * EIp 6305)T. Lo. a5.(! PSFllllll�IlilllpCO11 ON N/APFLICASLE FROVISIOr3 OF ICS C IPI AI E14'IUEER'S ALP71E TECINEICAL UVOALE 17/7107) 'ORPACO" SIAI w rN7S CRAIIDD IPPIIrs TO ME WINHEKr OEPICIED HERE In nar, uO Slam TOT BI RELIED tows M AIN OOxn NIT. muFAIA APMOCITILD FL"FIS11 A COPE OF THIS Dlslw r0 TK IP[lss ETEctra, canMcillN. ,1 J'I Civil ��Q UR .FAC . 1 . 7! I' E_i v o _o I= ca D 0 TA I SPACING SEE ABOVE a!p' A..toT . [TO59 PIUE itaslTur[ Tos - 1»T OAI[OI:LL uE51Gll SPfclr[c/T[f,T) full NOLFJ rVISTFUCT(O.I (\i a. Job: NRIGHT) / 76 30' HIP GIRD TOP CHORD 2x4 FL #1 BOT CHORD 2x6 FL it :82 2x6 FL 02. WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7,3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. Y CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 63 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. #1 HIP IS DESIGNED TD SUPPORT 6-0-0 JACKS WITH NO WEBS FOR 7-0-0 FROM LEFT END AND 6-D-0 GIRDER AT 7-0-0. REMAINDER OF SPAN AND OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO TC/BC SPLIT. B f 3X 10 (B3) R-31880 Wd3'8 �q-- 7-0710 1�583f FROM COMPUTER INPUT [UUAOS S OIMENSIONS) SUBMIT 2 Complete Trusses Required F__=:�-i NAILING SCHEDULE: (10dn.poxsaj1S) TOP CHORD: i ROW @ 14 o.c. BOT CHORD: 1 ROW @ 16" o.c. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH RON TO AVOID SPLITTING. BY TRUSS NFR n a C: In a a. N V x**LOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORx*K (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 03 OR BETTER Hee-FIR ® 24" O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER HIB -91. FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE AT EVERY 340. NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE f1UPPORTED EVERY 2.0 FEET TO FLAT TOP CHORD OF CA -HIP SET. THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE SHOWN. (H) CONNECTION FOR GIRDER: SIMPSON HUS26. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMA HEEL HEIGHT OF SUPPORTING TRUSSES.)' 18-0-0 29'7'2 OVER 2 SUPPORTS — _7 __s (B1) silo $ , �ha rat-Gv epi lei,- 3[:113fJ (kAAP q irdtl- rn r to N EA 0 rn r<l . ! Tr - AlLtflNt UtblbN IL Ut7l: I_/P HEV 11.3uo tiA E a U.i!SUU 0 0 0 0 0 0 **IMPORTANT*�,1� �� , ac- MLkll Wr FON TSIS OEStW IW MBE SMCCFICATIWIS 04411f TAILIM 10 EU1TA THE TRW Iu Cou!I 4xcE t111N OSTCO 81 TPI. ALPIIA2 COUMCWQS APC VI OF IDSA Ear. STEEL NT.RND &SIM WARN INGi �I "ON 4 GO MCCLO. SEE NI8-91 BY TPI. SEF THIS CFSJSN IOq ACOITTOIaL SPECItL KmwcM EntCtin OE OUI147OiM5. ULIESS OTWMISC ZMICATEO. TOP �oQpOfESs/0 ,`ttr� �� f W .oDL TC LL C DL 10.0 5. 0 PSF PSF PSF REF 8427--56391 DATE 07/10/96 ORW CAUS942r s6I 508 0 ATRUUSS 0 o c� Gl o AIfA til 0 CECVT AS WED. APPLY CUAMCTWS TO RUN FACE CF ft467 ASD IME94 O[NEWrtS£ 1.00AT[0 NI TY[9 0[SIOL POSITION W PCR CLI E Fr ITU, 7'JO F 16 C I . ANI 10011E1QS WAFR ]Cl1lE Pg1115[tl2 PT RDS C fPl. AH E11G17QE11'S SEAL QI 14t$ t■A1[TA LPPUES TO THE ICNPCN "T mprefEO KAV.i[W Ilan I A101LSUSLPLAIC CHM WALL W LA tEALLL:f BI 19181 P11:'m if AT TI(NEO PLINOOO SH:ATNOA 90110. CNDOD NT1N E XCPLY ATIACNU 1TT1:I0CCILOII -- SEE AI,P714 1ECHIICLL I,gDLiE IJ/V911 FOt PPOP(R CRfXATL APPL[r.ITION. TMt1191 A COM 0► INIs NO•C4384S '' rr__ * uN 6 i �'J rfy'� O 'rfpFClCliSO��\ LL (U) T.LD. UR.FA�.`. SPACING 0.0 ACR1710M 4�J.0 1. 15 24.0 PSF "PSFlA�CUUORI CA -ENG MO- IIJSIIIUIE. 1OS,Tf19A1111141 DVI OESICNCIMC[flCUtoi rfA VWDsmisl/tCCIrVI� Job: (YRIGHT--WALK IN LARRY WRIGHT) / 76 30' HIP 6' SB TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL Al WEBS 2x4 FL Standard :At Wedge 2x4 FL Standard: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 03 OR BETTER HEM -FIR 0 240 O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER HIP -91. FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE EVERY 34". NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED EVERY 2.0 FEET TO FLAP TOP CHORD OF CA -HIP SET. D to cn Z PLT. TYP_- TNIS ONG. PREPARED FROH COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFI CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REGUIREMENTS OF I.C.8.0. RESEARCH REPORT 82949. c to (U) 10 PSF SC LL CHECKED PER UBC CRITERIA, a a N v w rn n N IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED v @ 24.00` o.c. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8-0-0 _I_ _ 14-0-0 _1_ 7-7-2 -2-0 --a � 29-7-2 —� R-15068 W-3°8 29'7"2 014A - OVER 2 SUPPORTS ff�� R-13170 W-3"8 Se ria/n/iIn/-I-/v ap���_��,r€ �._cre�F . r1 0 0 0 0 0 o �'1 OAUSS 10FIMPORTANT1f,1j11P E EIgILEEHEO mm=m THC pYll. Pq1 8[ 1EiP0 mem FOq AI%T WARNINgmnsEs Kwue YAfp"E e.0 IF 811n-vm FAECI lD0 01D QgIOFESSIp t4Q TC LL 30 V P AEf1` U 427--56392 C 0"FAIE09 FPO) TRIS 0L91N OP MESE SPICHICAT90ra, CA ALI FA1LIft 10 E111to TFE IRIISC IN CO'FOr/1Ut t [Ot11 OSTDO 8Y TPI. IP1D1111. SE1 HTB -91 Or [P1. SEF THIS OES169 FOR AMIT1CHAL EFECIAL PEFOWA'111 0114C111. P[ /�t4, ��i � � ,O C OL 10.0 P. 0 07/10/96 O &pm msIRCTW! ur Hum or ZosA OA1T. SIQL )!Yttria asm OInaDeAS. tmESs ommosE t/Y11CAtmi TOP 'O OL 5.0 PSF 0 N� CAUSR427 96182507 O A.A4 Eq B EAC©T At WTEO. APPLY CCHMWT04 TO 1141 FACE OF � t IRISB1T0 ✓Af93 OT1lRAIEE lOCA1ED W i8tg Fos71lON CIND 9111E 8C LA1E44LL/ 8PACE7 1111H PRWE4 NpCd3845 '�' LL (U) 0.0 PSF CA --ENG MD Ots[FAL lT 4TTAOQD 0.TATCD 4/EAIHIGC 80TIO) CUCRDar9aCFOi3 PEA 091■IN9S 190 ISo E 1651-F. D[sIEH SritOi905 EfIH DI>tpERIY A1/4C}ICb P)sm CEILUD -- sE[T.LD. 45.Q PSFcm LC=3 DD9:OI.1 Y/iDRICAELE IFDT[5706 OF tos C 101 1H OIDl1EFn'S iLPU� {ECI'tIlCA4 IPDiiE n/[1411 FOA PFOPEOSELL al T9[S CAMTPO APPL11S To 44 00 C"t C031CrED W..Oc UI 0111; U4 SNLII WI 8S PE1lW OFtlI IO Amt pf1[q MT. OF16041. AFRIGTEDN. F41Y11slt A COP/ OF THIS DIs7Gr r0 THE TWSS CPEC110t1 0MUCTOR. �-`, 'l V UR.FAC. i 15 C ¢ Cl p h-rP1 - lKiSS PL11E 11191ITBrE. rD5 - 1991 H4110r"t OESIGO SPECIF[CA11011 Fen TICO DD1.SIMMIlEAI M�t A 'OF 1. UI q I SaerTMr. 24.0" g IN LARRY KRIGHTI I T6A 30' NIP 10' SB TOP CHORD 2x4 FL #I BOT CHORD 2x4 FL #I WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9i TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #F3 OR BETTER HEAL -FIR B 24" O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER HIP -91, FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE EVERY 34W. NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED EVERY 2.0 FEET TO FLAP TOP CHORD OF CA -HIP SET. (B)FLAT TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. 3 —TV3 THIS BMG. PREPARED FROM COMPUTER INPUT {LOADS 6 OIMENSIONSI SUBMITTED BY TRUSS CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE AEOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED R 24.00" o.c. IN AODITIOR A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -f^ V n a C En aO a N V In m to N ,n 0 w 0 B-0-0 -0- 10-0-0 0-9�_ 8-0-0 _[ , ~ -0- _ 30-0-0=0=� 30' OVER 2 SUPPORTS y ., R=15100 K -3 'S R=15100 W= T -I -P COUNTY BUILDING ®EP.ARTM kD 8579 �LE P - ALPINE ---DESIGN CR B A 0 - F Re 7. 0. 875 o O o O O 'XNINIPORTANTI4I1"'v"EE'zst"wuD mm=m 1°=• AJ f T n[scaWs Tg1�Y WARNINGIWMSMUM Ena[MEtut it BB l mil ISMS SIp TC LL 1O. & PS Fj &7--sr,393 DATE 07/10/96 SWAL 0[VCAJICI FR011 "02 LE21DN DWCI[PJ. sEE HIB-91OR telaiE saD[9GR t�A " DL SO .O PSF DSW CAUSR427 9SJ92508 FAtLUle TO WILD Illi TRUSS W CGFORIPIFS ■IIN 951108 BY MI. ALP[I! mBiC10RS ARE LOC[ OF 2M OALV. MEL lEE3UL ASTW FCR ADD[T[IfUL SP^a51AL PCRILVIM TP7A17SC Rt DUIW., RTS. IRSESS BTI*Ft@JSC IMICIllex SOP DL 5 .O PSF ATRUSS AAAB Gt 9 EFWT A2 WrTO. APPLY CDIIKC1043 Co VAC11 fACE Df CHM SW4L D[ LATEAALLI BFA[ED WI1W MOO OCr C4304S ' LL (U) 0.0 PSSFF CA -ENG MO.COUMMORS TOM A'o MESS OTBIRNISE LOCATED OU THIS 61535E P9 AIM Lf AnAaED RL gm SIEATUM 80TILM CWRD l 1OOUFGP � ILII illipp�c �iO PER DRUIT1iS 110. 15D C 160A -F. fASICU STAMAMS WAPfLICAOL[ PROVISM0 Cl M A TF[ Uf Et103HEWS SEAL t7J THIS DRABIND APVLTES TO fW 9114 POOPE0.f ATIA:BE0 RIS90 CEILDY. -- 6E[ ALPDIE rKMICAL WDAFE If/3/Bll FDR RPCFER ALL CLSIIIW A Cm1 OF FMIS * ..y3 b�Q) T.LD. 45. 0 Ps � d} 1.15 COMP09EUl 9EPICIED WE IW IxLY.UD SBALL BPP BE RU0 [f XI [M AL7 Of1¢R NAT- ORI A4xicA11(fl. JES16O 10 DR TRUSS [PEC11W/ CLUIWL[M. CJYIL UR. FAC. ��SPACING 99 O = C= O O II 24.0 A --1P1 • [RUSS PLATE 1NS1IIUtE IDS . 1521 L11IOlIAL BES36R SPECIf[CA3101I FOR HOC, SCUS1RUCT1(Ol 0 JoD. (WRIGHT--STALK IN LARRY KRIGHT) / T7 30' COMM TOP CHORD 2x4 FL YI BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard =ter X; Job: (WRIGHT—WALK IN LARRY NRIGHTI / T8 30' CARR TOP CHORD 2x6 FL 02 BOT CHORD 2x6 FL #2 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 'REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. Y 3X10(D O F�J DNS. PREPARED FROM COMPUTER INPUT (LOAD9 6 OIMENSIONS) SUBMITTED BY TRUSS MFR. .2 Complete Trusses Required HAILING SCHEDULE: (10d,,boxsails) TOP CHORD: 1 ROW @ 9 o.c. BOT CHORD: 1 ROW @ 16' o.c. WEBS : 1 ROW @ 4' c.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. V*KLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORW** (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO SUPPORT FROM LEFT TO RIGHT: 0-0-0 TO 12-5-0 LADDER FRAMING TO TOP AND BOTTOM CHORDS FRO`1 ONE FACE. OPPOSITE FACE TO R=21330 W-3'8 (D 1) Ale vi 30' OVER 2 SUPPORTS yard v ( 0Ce, -V�! chess#"� V/W5 s m rn A - to N In r O I UN UKA E CA/0/1/0/-/-/F Rev 17 3U6 SCALE an 0.2500 r'el r+ 0 3= 0 0 0 **IMPORTANT**JDlw EreSIIEEvw w=w;9. Inv. SWLL DDT u KVvislm.E rtn Aur WARNINGT°OTDmRE ERT""K car' 1N'A" MLUOLIM EIIECTIM9 A1.0QQOIfSS TC LL 30. 0 PSF REF 8427--56395 -�CFAILURE OA�:� OEVISUCH TAW BITS DES160 CR IMSE SPICIFICATIO15. Or Ally 10 81IL0 WE IRM BPLUM. SEE 1118-91 8f TPI. SEE TDIS DE21511 l (' OL 10.O PSF DATE 07/1D/96 Ill COOFOVAVICE RITM OSTOO BY TPI. ALPV4 COAECTUIS LAE XW OF QOSA 6AL+. STA'IL MEETBD AS1M 109 ADOITIWLL SPECIAL PEPAAODA EPACIW. DE 5 O PSF AW6 iP D COC11" AR WHO. MY COMLIU RS TO BAN FAO. W TOWS Alp WILIESS 01PIDwCE LOCAIEB 01 T09S DESIcrt POSEI1V0 ODfFEW-UTS. WLMS orfRRITISe naTulea TDP DIIOPD WALL 8: LATERLLLf D?ACED 111164 MWEP Lf WADIED FLTN000 SIELTMBIO. 80110M C909D y .Wc v NO.C43845 OL LL (U) . 0.0 PSF DRW CAUSR427 96/92510 CA -ENG MD0 COIO.(�10RR PIR M1111 .s. 1DO. Iso a IEOA-F. BE9rEM STAlOOOS R/APPLICABLE FRIXISIOM Y1T8 w OOMf ATIACRED 133910 CMIJIG - SEC JD. T. LD. 45•0 PSF9015001 CF IDS C TPI. AN ENOVEIRro A1PLhf TE0*11CU UPOWE 11/1/911 EVA PPOPER * = O O O O G C=3 SEAL 01 BIIS OPAR11/4 APPLECS TO 'IF CCWVWIII DEPICIEO IFAE DI 1ALf. AID SP1R ALL Iqf DE MUM U-01 In ANr O11YR f. �-R7 . Iw1.6 rIUE B1PIIIUIF. IDR --1731 ID1f1 UIU rem IRrl 0%If9ALL APPLIC41ICf1. rLPI[SH A COPE Or THIS 01S1G9 f0 fit 111PE 59 EC1101 CEMPACICR. 3V.eIIIca. Icmi rrn wrei. --e. l (:j i �� 9 .:�....it UR. FAC. 00APtLIC • 1`� Pd n I --I(AtX TN LARRY MRIfiNT) / T9 32'5-11/16 CARR THIS ONG. PREPARED FROM COMPUTER INPUT ROADS 6 TOP CHORD 2x6 Ft SS BOT CHORD 2x6 FL 82 WEBS 2x4 FL Standard 'CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I:C.B.O. RESEARCH REPORT 82949. 5X4(D1 5X)2(DI) =3 2 Complete Trusses Required NAILING SCHEDULE: (10d4poxsails) TOP CHORD: 1 ROW @ 5 O.C. BOT CHORD; 1 ROW @ 16" G.C. WEBS : 1 ROW @ 4" D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BY TRUSS MFR. n c to 3D a 111 V *M11LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORMAN (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 83 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. )OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO SUPPORT FROM LEFT TO RIGHT: 0-0-U TO 12-5-0 LADDER FRAMING TO TOP AND BOTTOM CHORDS FROM BOTH FACES. 16-2-13 "" _ r_ 16-2-0 _.1 --32'5"11 OVER 2 SUPPORTS R-35790 W` -3°B R-64230 W -3"S to rn I.• to IU Ul r I Tr.' %LrlMr- DV -A - 1' Flee 1/ JU 04 -RL n U. lain .�+c1 O CM o o I E� 1 T °1 a1FDq -W1LE nv nx �;CXr3t ��i ult3M di ►,n WARNINGryn"�001n6 PIX �T"D� � eui:j ti. SEE IUB -93 01 E%. SIT THcs DESMI Q�p1ESSf �y TC LL C OL 30.0 10.0 PSF PSF REF R427--56396 DATE 07/10/96 3t u�u r la�uss unw� A�ee�sETee IPi. 1,w 1mlTlaal IEawuEr+T ��4 O O G O O p a> 108 Ate V OGA V OTE It's 1516 D4 6 1,0. 1 Y K EACH FILE Or SPECIAL BPAcllc pE a71112WHIS. MASS alma 1st tICtrAUA TDP G•IDPD 6M11.L BE UIE4ALlY pP�cED 7f ITH OIYPF/I ,`4, = r 1 V' r DL 1,J • O 5.0 PSF DRYf CAUSA427 96! 2511 00 LPI 9 .w OIIEIYISE loelTEp aM tMTS OESIGO, POarTIR1 if 111AOIED (iT110W BIeATM[W OOlra CItOiO a V �. C43B45 r LL (U) . 0 0.0 PSF CA -ENG MO = - o 1fi0 t ITIS UESIGO 31A40An'S COURPfOas PER CPULE 93 111 P01IECHU AL PIS CEILDb - SEE E,ww1U 47 T • LD' Q:i • 0 PSF �I O p TRUSS PP 01S C04FOPN M//PPLTC18lE PNIVISIOu4 Cf 005 L TP[ lY E16ilEE(1'S & I LVAD 1;s (1F IECHaCLL 1PaAiE (T/1/GO FOR PICfEP (7/t * W'f�. I�1181�II IJ nli �� 11 O O O C C O C3 CJ Mm off IMS ONVRIC APA IES 10 Its ctlf9l"l OEP (Clio lErlr In 041.1. AM DULL 101 eE PEI. IED If'OV PI AIV aUiR MAT. 1-•l PI • 1WJS5 PUIE 1Lt111UTE. Ins - I"I OArt04AL DES[RI UOiEAII APRluirarl MRUSII A COP/ w M79 O[YTG11 10 11e Mss cr[cT1otl C@1TPACTOII_ P �\ r F.Ar'A►11{c0� UR .FAC , 1.15 5 1 • � �+ CPAr Mn 24.0' SPECIP1CArI0111,1101 KM MlAttv"I&I --WALK IN LARRY WRIGHT] / TIO 22' STUB TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 1. 1' 5•. f J THIS OWG. PBEPAREO FROM COMPUTER INPUT (LOADS & OIMEI3SIGNS) SUBMITTED BY TRUSS Y.fi n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REOUIREMENTS•OF I.C.B.O. RESEARCH REPORT 02949. c oATRUSS wylp6tw tm Tien DEslm w TIEst BPfctrrmicus, ee wr FAILUM TO MILD THE fR163 OJ CUFOVi M M99H ONSO 11T Tof• -m MWE. 61e 111"1 BT Tal. SU nas 6ESlsv FW FW1TIgLLL SKCI&L POW EDT BRLCIIG RCG Q40 �O �TC QL 10.0 PSF (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 70 bj OL 5.0 PSF Om • A IN LIEU OF RIGID SHEATHING: CA -ENG HD.WITH TOP CHORD TO BE BRACED OT PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 13 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00 o x . MUST BE PROPERLY ATTACHED TO 7HE BOTTOM CHORD. .- LO ru ta w 8-10-0 _l- -_-_11-0-0 19-1�0-0 -0- ��19.10' OVER 2 SUPPORTS ___�' R�69# W=3 W=3"8 _T4 V * R� P 77/0 SCALE 850. LT. TYP.- ALPINE Q C CA/0/1/0/-/-/F Rev 17.3u6 500 r' l� d O o G MifIMPORTANTitC.", c6caaeu"D awacls. me. Ss[4l ml BE Amclam FOA Wr WARNING'SATIss1SMWIJE E011120 WE Sara FAEC1101? mu FESS TC LL 30.0 PSF REF R427--56398 DATE 07/10/96 oATRUSS wylp6tw tm Tien DEslm w TIEst BPfctrrmicus, ee wr FAILUM TO MILD THE fR163 OJ CUFOVi M M99H ONSO 11T Tof• -m MWE. 61e 111"1 BT Tal. SU nas 6ESlsv FW FW1TIgLLL SKCI&L POW EDT BRLCIIG RCG Q40 �O �TC QL 10.0 PSF DAW CAUSR427 981 2913 "112 C002ECTORS, ARE HIO! W EODA DALY. STEEL NEErfHO ASa4 0UNIMPIIl. UrUSs OTWOUSE t/10rCAla0, 10P bj OL 5.0 PSF Om IRM kO LH[6S AOtKWPSF LOCATE D0 THIS CESJGII,POSITUN p1two Lf AATlSlAU BE rAMD 0.1moo SLLY WXlNtBM 2Olpt CUMD co v ' 1 LL (U) • 0 PSF CA -ENG HD.WITH atiD.ca3a)5 PEA YAYHBIS f3D. 130 A 100A -F. OESIW SUc1DAODS PPMS1O18 PITH PtrJ'EPIf ATtACHED RI6[D CEILhfi —SEL ff�. 6jp9T,LD, 45.0 PSF�IIII OF 006 a IPI An BIDDIER'S TEAL OI 1013 ODAr1103 AP117FS r0 fit COIHO!If0r 11C1 -t 9fD 11181E 1LP1fE IEM+ICAL WAX C/f/9n FOR PPOPES ORl+W.L A111CA111. r1R11.1 A COP( rills 15 II ICCtDIECtOA! I�LIIIIlN/APFLJCABLC �T 0 0 0 n r_f et m a& Y. uu sHAlt IqT Ix +allu 1Agt tN aur Duca wr. ...ml - tar.3 nalr elenanr. GDS - tall I1Afbl= 0ts1CA Dr OEslclf w Ile IPOs c1 tens+ Dn1tFuclPA. srieu IrArl0n rrn roes mraasmlrnl UR. FAC. 1. alt... :.TtQ� �oertrnTr- 24 .0" sW= IN Til 22' CDIOI STOP CHORD 2x4 FL Of BBOT CHORD 2x4 FL 01 ` NE8S 2x4 FL Standard. i 'CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. =3 r THES DWG. PREPARED FROM COMMER INPUT (LOADS & BY CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' D.C. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' ox. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -8. 11-0-011-0-0 ---- 22-0_0012-0-0711 _ 2 OVER 2SUPPORTS � �l Ra 1150 Wa3qa 1150 �! : B __ - . ®/® __... ----. --- rA /n/4 /n/ -/-/G /pp®A rl � 0 0 0 0 o c 1=3 G C G 1'7 C=3 O C= �O I. PSWAWFJIT BRACIUD AE r.= C= C= �A�PIN ALMS: 0"IIECIOP! AAE low of aosA DALY. SUR met= &SIN lse INDICATCD. P EU1R3C7ITS. UIL.9% DIRER TO ` I r AOA. CIS B ESCVT AS H1TED. APRT COMFLTCF.S TO FACT FACE OF C= TRUSS " O E� O C=) p C7 C7 R*IMPORTANT**ALP="- EHr.IREEPEO wmo n— Sir- WARNINgDI,mrs gcwuE ESIRIHE CARE . • pFESS! TC LL If L ✓' 6YAlL HOT DE RESVowal Po7 AHF IWSE Dk AHF R BAOOL I4ECIIOR M3. SEE HI B-91 9T API. SU THIS DES -361? Q4 �� l^jf C OL 0 DEYIATI01 FPON TRIS DESI91 ON SVCWIC4TE01M I. PSWAWFJIT BRACIUD AE PAItuFE TO DUIID THE TMAS 111 COWO MMEE 8911H OSTSO BY TVI. FOa AWITWU.L SPECIAL M C J. �� DL ALMS: 0"IIECIOP! AAE low of aosA DALY. SUR met= &SIN lse INDICATCD. P EU1R3C7ITS. UIL.9% DIRER TO ` I r AOA. CIS B ESCVT AS H1TED. APRT COMFLTCF.S TO FACT FACE OF Of= SHALL BE CAEE04LU BRACED SIM AOWEPV' r LL (U) O . O w T -W3 AND MUSS DIIEOrtsC LOCATIV 01 ISIS OEEISR POSITION LV 4TIA01ED PLTADCO 014JUSt L EDISW 0mD 424 tim C4384S Co1DSSrv1! PER opbvlw.s 130. ISO E 1504-P- OESIW SIAIOACM Ir]IR PRO -MY ATTA:IIED WHO CIMIS3 -- SEE 6�D9T T 45.0 C&O M WAPFUCABLI PD0415100 OF WS E TPI 04 VZOIXEP.-S ALPIIt 160I11M UPDATE VFU911 FCPI SIVER IIOS .LD. 1.15 SEA& DN IIIIS ocksoo; AP as to U6 c0aP011ERr rEPECIFO NEPE II1 orgy Aub SBAU 1101 Be DELI® tmi ID Aflf OTH1A Kit. WON L. AM 1CM011. FtR"GN A COP/ OF CUM w 119 "M IRCTIa1 CViIMIGI . Le%A._ CiYti` UR.FAC. 71 14FA. JOD: (WRIGHT--NALK IN LARRY WAIGHT) / T12 22' TOP CHORD 2x4 FL f1 SOT CHORD 2x4 FL f1 WEBS 2x4 FL Standard r �CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ;7.3.3. 'CONNECTOR PLATES MUST 8E INSTALLED IN ACCORDANCE WITH THE IREQUIRE14ENTS OF I,C.B.0. RESEARCH REPORT #2949. 0 I 4 COMPUTER INPUT (LOADS 6 DINE ;UBMITTED BY TRUSS MFR. 2 Complete Trusses Required �� NAILING SCHEDULE: (10d,,pax-paiIS) TOP CHORD: i ROW @ 11 D.C. BOT CHORD: 1 ROW @ 16" D.C. WEBS : i ROW @ 4" u.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. >iXNLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*Xx {U} 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' a.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO SUPPORT FROM LEFT TO RIGHT: 0-0-0 TO 9-0-0 LADDER FRMIING TO TOP AND BOTTOM CHORDS FRCIN ONE FACE. OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO TC/BC SPLIT. T/ 7 11-0-0 _1_ i 1-0-0 12 0-0� 22-0-0 -0- - 22' OVER 2 SUPPORTS R-1326# W=3"B R= IYP.--ALPINE DESIGN URIT UBC UA/Q/I/U1-f-fFH v I i zluo Era Lt .f w . dnuu r' r10 r� [� O O O **IMPORTANT**1i1v1tx SIY.1 mqw �Op c"- ne. SM U 107 � IIESPQ6lRIE FOR AITf WARNING'"Rssrs Ifwvw sr1REFE tens IN PAMLIUM EPEC1TOU Anti [ES57 TC LL 30.0 PSF - 399 DA 10/96 �C C C G wmitd1 rum TRES omni up mse smirICATHP6 OR ART [ARIC111i SEE HIS -91 DF tP1. SEE THIS CES1611 QRQf �fV� 61 C OL 10.D PSF C hC7 C C C O FAILURE TO 10[ta TUE TPMS III CD0FQMAF X RtM 0610! Of 111. FOR AC][IIQtiaL ancm PE%W9ERr ERAC[uS RE Cy 7•j0 y DL- 5.0 5. 0 PSF DRY CALL$ EIS: 2514 C [� ALPIIE 0OMVICWS AM WW OF ?ODA QALY. STEEL IRETMR ASIR OIIIPENEI S. IR4ESS OTIEIMISE 1R0[C4TEra TOP r CA -E - �> J O O t3 A406 6R a tCCEPT AS 119TED. AFPAT COPEVORS W CUM /ACE 41 LIMED SHALL a LAFFP►LLr spxa KIFO P11rpat "P r LL {U) 0.0 cc PSF o ALPIN C MISS AM 6SOM r» MM[SE LOCATED dl 18M MW6q P09IMS Lf AIIIACIED PLIWOID SHFAT9D4 601TON WIRD e7 ND�C43845 C= C TRUSS RUS o C=3 ealREer4RtFinapArnlsss». TSDt[9Ds-r.lxslsustAuvpds COIFOM Y/011.3 1M.9 MIC110[Olq OF WS C TPE W DOTIVA'S SFAI CH IO IS 03AN LI UKIES 10 IK (+OIPOIIEI/T MPIC IEP FOOT rtn+At1lDPrileIATTArJdDR16rDCE[LIAD—SES ALPGE TECHNICAL OPOAIE IF/1911 PoR FWPER OPRM%. APPL[CA11011. MUSH A COVI tr MIS * E>A 63p9T T.LD. drJ.O 1.1 PSF 111111ppip1pe o 0 0 1� ct T� -3 a1 MY. Afro r+IAu MI K lftga mol III mu uuxR IIA1. OT.S[61I 1u 11E IR06S EPEcr11n1 C01a0Astal. L !•/ n fY`EdOR UR.FAC. SPACT NG 24.0' .• •1p) . rnlss MAIL HIS11Iu1T. 111151 - IMI InnR1;+L cintai nreclrtultral POR N" cnlrudu;umF Job: (WR(GHT—KA1K IN LARRY NRIGKTI / Tf3 23'9-3/4 CARR TOP CHORD 2x6 FL 02 BOT CHORD 2x4 FL i1 WEBS 2x4 FL Standard -CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I,C.B.O. RESEARCH REPORT 02949. PREPARED FROM COMPUTER INPUT G DIMENSIONS) SUMITTE 2 Complete Trusses Required NAILING SCHEDULE: (1Od.P0K_Iai1S) TOP CHORD: i R0W @ 7 D.C. BOT CHORD: 1 ROW 0 15" D.C. WEBS : 1 ROW 0 4" o.t. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. x**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*Wx (U) 10 PSF SC LL CHECKED PER USC CRITERIA. TRUSS HFR. c3 A c rn a a IU v IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO SUPPORT FROM LEFT TO RIGHT: 0-0-0 TO 9-0-0 LADDER FRAMING TO TOP AND 1B0TT0161 CHORDS FROM 807H FACES. T/8 3XIO(DI) ' 3X4 X10 (01) �vz r�j 11-10-14 f 11-10-1423'9"12OVER 2 SUPPORTS`R-20346 Wa3"8 R-35270 W -3"B L I 1 T — ALF'1Nt M5i5fY -HA U —— I- HLV f .ouo >LR t o U. 3UU *IMPOAIANT*x"`°1'.[Ew°`EE"`D '°°°'�T° '"°• NtARNI TC LL 30.E PSF REF 8427--56400 .-1 C� O O O O la PULL HDr EE 9ESPON901.E OR RIT A� IT�� 7 J A=AT-U-�; aE1runwi rmm tars anLEU Do Tlesn_ wturrcLTICIA. OR Arrr esicas. 9E[ M e'r1EPL,�Tdi�S �y C OL 10.0 PSF DATE 07/10 96 rAl[UaE to mrao THE mss to CGivNCLtlCE rrtH aslea EY EPr. Poo uo[rrau!�cu�R tA1FJ T a �' u%Ia( CtPa[CTVi7 ATE XAOE 01 2001 oKY. Sf[EL •Ee/R a 5514 aolaErrios. a s o>IseAt wv OL 5.0 PSF DRW CAUSR427 98!92514 u46 6R a EXCEPT AS HATED. SPPLY COMECTODS 10 EACH PACE Of CHOPD SHALL EE U1FAtaiL' eP ite - rAM uo aaM OT1E"IFA LOCATED aA MIS DiSIV4 SOIII19U LT ATIADIED PLYNL00 EIa:AWIM O0110H r DD 6P LL (U) 0./a PSF CA-pENpG Mp�mry r.CgMCTCM PER COAXITOS 730. 150 C 1601-f. DES IEV ST&MMADS OF TH f 9PM1 ATTACAPED PI9rD CEILD79 -- SEE .I T.LD. 45.V PSFI�'e�t�nJl)III �II�I IIIDCCufOrwH/MLICAELE OPOY(SIVIS OF IC[S C TPI AU E110IIa.ER's ALVIR IEC04M LWAIE (£/1/911 FOP iTLyEP�'" `t I'nl Alin �4'u1'jl`�7!1U}SEq011 THLS WANID0 LPPLIES TO HE CDFQ1041 OEPICIED 1ERC OaTEAII IIPfIICUM. FLAg911 R CCM OF IMS,1-15 SSS 00 000dFU =1. 1110 SHALL Lal DE KLIFD LPdI M AL1/ oI1E4 OLT. Ots[Iu Lu TI[ InLSS XPEC1IaH Ca1)fRACnn. fl C(V1k ��Q UR.FAC. 1 • 1 o r� t A I= r_—I rn .. IP[ - 1[1:ss IT.AIr HAsmuit. Ina - 1991 I1LntPPV. CIESISPI rrECIFICATTOa IM 1V O CAIMM11 71£111 ff E-nA1\SQQ SPACING 24.0 .0 Z: H M Job: (KRIGNT--WALK IN LARRY WRIGHT) / T11A 22' COMM TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 NESS 2x4 FL Standard . CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. d THIS DVG. PREPARED FRG31 COMPUTER INPUT 0.0ADS 6 GIRMSIOHS) SUBMITTED BY TRUSS NF1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT $2949. c {U) 10 PSF BC LL CHECKED PER UBC CRITERIA. A IN LIEU OF RIGID SHEATHING: ru TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 14 0 24.00` O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. to OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00 o.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N• to R1 ul N IU �__ 11-0-0 10-6-12 12 0-�1' 21-8-12 j= 21'8°12 ti OVER -2 SUPPORTS R=1149f1 W -3E8 R-967/ W-3" I_ Nt UL51UN CRIT UBC CA/0/1/0/-/-/F Rev 17.3u6 VEE --;-b-'2500 r'i, p p o o p o **IMPORTANTMWL "' EPC")DRIED P"m�-'�4 Rx• SUALL 116T Ee oe"ISME •al )Oly WARNINgFun 9 muvv EYICEIIE "ARE It HAwXm EAECT103 AICA TC LL 30.0 P EF 2%1--55407 o 0 I� o a 0 0"(&#ton rSD11Rn 660101 o9 1HF•SE SPEID1rrCA•TOt4 CA Apr 844LMD. SEE Hf1f-91 e1 TPq. SEE TtliS 0!316:1 QY,OWESSf fy CDL 10.0 PSF D 07/10/96 O p p f� G p FAIWPE Ti SURD TPS Uri= W COtFORKl1YE Etat UV..83 Ef IPI. ALPAI! COROECTORS APE WOE Or 20CA GLL11. SMEIRM FOR ACOITIOIUL SPECILL PEMUUeIT 50.1 S K �t14 � 5.0 STEEL ASI° WIRPi WTS. trimS OMCPHISE DA)ICAlm TOP h OL PSF ORW CAUSR427 95192522 O p p C� p M'S CR 0 EECEF F W WED. APPLI COSdCT0O3 TO EACH FACE OF MJS5 AIA) DOW SIULL K WERA111 80ALE0 HtIH F 04P �V) 0-0 ALPINE C UdLESS OTREAMSE LGGATED On THIS OES7Q4 POSITION Lf ATFA04FD PLIAOOO SPEATHI110. 09110l CHCOD c t� L.438ti5 LL PSF CA--pppENG MO p O CRIVECiL6K ►IO OLLAIIRiS f3q f5p S 1SOL-r. OCSISti STNOAPDS MUM 11/APPLIMILE PRDYRSIOIS OF C TPI, frim PropEPLY ATTACMW RCCIO MILM -- SEE ��9� [ID•a T.LD. 45.0 PSF IIID IkIp�I O r TRUSS p 103 All 8A)PIEER'S ALPI*M IECNIIGI UPDATE V11/99 FOR PROPER .k ILII I III I"'I O C=3 0 [� r p Q SFA pl IHIS OOANIM APPLIES CO fie OOIA)QIEPf OFYICFEO 1169E DI aEr. !•O Stllll IqT Be P0. tW 1yu1 TY AY/ OIIICO HL1. URIRALL APRICAT100 ruwuvl A CCP1 Or iHtb OE31Wt TO rf! 1°135 C/E:LfI01r COIIIRY.'fOR. t` r% CEY11. Q\\\ ' 11r nALi�� �1R .FACT. 1.15 ''78II � �IUF ONNIIIAI'I�I IIU[EI1 1)'6711' SP6f'T A•-Wr - • IOISS PLATE IHSTrww.. lOS • LEli 1Htr@V.L nES1SR 3FECIFICATIDI ren !070 COMPM11011 Job: (1.RIGHT--MACK IN LARRY WiIGHTI / T12 22' HIP B' SS THIS IWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUGHITTEO BY TRUSS SSR. TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #3 OR BETTER HEM -FIR 0 24" O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER HIP -91i FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE EVERY 34". NOTE. ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED EVERY 2.0 FEET TO FLAP TOP CHORD OF CA -HIP SET. D LO CP PLT. TYP.- n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. G M 10 PSF 8C LL CHECKED PER UBC CRITERIA. a A N v 1L1 rn rU IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. J MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �,____ 8-0-0 _I_ 6-0-0 _T 7-8-12 _I 12-0-0 I — 21-8-12 (91) s�lw' my �C/ �-- ---- -2!';B- 12 - DVER 2 SUPPORTS A-11490 W=3"8 R=9670 W=3 "8 14 O C7 O O O G **IMPORTANTlE'1FtLPO°- E1al11"m0 F"zms- 1HD• WARNINGTknSE9 REOu1RE Ex"I'm cARE Q40FESS/p TC LL 30.0 PS F R427 --5640i i..f O O O O CIIN.L d0T CE PESPORSIB.E ran MAf MOAT= ►PON TJ45 DESIGN DO P.°SE 9PECIrlCUMS. OR ANT IN IU14XI k EFECTIDN AND 6PLC114. SEE RLS -91 Ff TPI. SEE rills CESIGN c fld ,`�,� ��� F C OL Il �si�c 10.0 �f*p� E 07/10/96 c� O 1'9 C O O O ' b C1 fARWC 10 GUILD rDE 11 = iN cr,*-oPIUHG_ 1118 OSi11B 0f TPI, 4STN r0A 4r411ICNK SFECTAL PE701L.IEIJT sa4CPU OR ` A A DL 5.0 PSF D :A AVSR427 98392SIS O C C C .-= ALPINE WJWCfC t AFL NADE Or 26174 QALY. SIELL IEETOO A446 1R 6 EXCEPT AS NTE*. ►PRY WMACCIOPS TO EACII FACE CF WIIEAF/ITS. U*CSS OTNJNfISE IMICATE01 top DIM SNALL .t' LAIEOALLY PmE0 NITR FwPEP W &C r N�O`..C'438QS ' ' + LL (U) P F ENG • �'� C=3 ALP INE C MUSS MG WILESS OTFEMI i LOCAIEO ON INTS.DCEIPA POSITICH Lf ATEADRED 0.MC0 EIEATHPM ROT100 CM40 , O G C001ECTOM DEP DaN1IMS 134 150 C IEOA-F. 0$'51411 SrMDtMS Il1D FPDOEPLY A11AVIED RUM CEILIM — SEE �' .+P. 63ciq] T. LD. ,10.0 45.0 PSF 00 TRUSS O ODGFODA UMPLICADU MItSIONS CF ICS i TPI. AIA E100EEP'S SEAL ON THI9 caurl+ro AA•lt[ES TO ht COIP00[dl DEI•IC1ED NCR[ ALPINE IECNQCAL LMAfE W1/0N FOR PIMP CPfNAIL APFtIC4TIW. FLa45N A COPE OF IHIS ClYBI 1.15 IIMD + I'i'jt ''lbbb'I'llUll `u (II �II O 111 OLf. MD GWLL Wr 0E PEUCD If�011 IN lUf OTJtR NAY- CESIC J 10 ICE TOOSS EDECT104 CONIRKCTOP. 'I4/'/� N UR. FAC. 0 O O O O Q C7 Qf CA:��O�� SPAT TNG _ 24 .O 4 1 •_-1Pr - TINIss KALE I115IIlUfE. 102 - 1921 MAT IOIUL usisip 44cfr]CArlo11 FM 1Ioco COIb1NDCli011 m D_ F' Job. INRIGHT--WALK IN LARRY WIIGHTI / T13 23' 110N0 HIP THIS OWS. PREPARED FROM COMPUTER INPUT {LOADS & OLMENSION51 51JUHLIEtU BY TOP CHORD 2x4 FL #1 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard :W8 2x4 FL #is CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE *MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 413 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REGUIRENENTS OF I.C.B.O. RESEARCH REPORT #2949. (U( 10 PSF SC LL CHECKED PER UBC CRITERIA. 7D A ru 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0"OC. EXTEND to SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE .• FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 0 24.00"OC. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 fu FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CO110. SUPPORT HIP RAFTER WITH CRIPPLES 9 EVERY ou 02-09-15 FT. oc.. ta 6-0-0 15-8-12 _f -0- 21-8-12 OVER 2 SUPPORTS R=19679 W=3"8 R-1891# Wa3"8 C= c o o c c C�ATRUSS Oco C= o C_n n 1=11 Cm CJ 91=1 CHI[uou LA/U/I/U/—/—/r4,y W*IMPORTANTKW'Puc ENchavm "40 ucls. Dr• WARNIivC�'�"EQOcraBeETn� nRc pFESSI um TC LL gnu NOT W gMV013I8LE F04 Adf CEYIATION FRFt 009 C.ESICU W IMKE SMWICAT10 % 64 ANI N MatLlno. mcTic" O4� 64CCIM. SEE 1118-91 W IPI. SEE THIS O:SIM TC DL 'k FAMO11 TO PILO THE M IN VOWONWIR 111111405183 Of TPI. Foo FCOIT1HilL EFCrM FMAIMIT 11=lm At 'i Al.pwr CONA4CT" AFC l4m OF 28" OALY. 1TEEL Rfille Am AyGF TI. Lus OTISE EM34 A. I � 010361111114173.WIEIM BC OL AAM Ilt L EAT7EF1 A3 W1<A. APTLY OOIfECTO03 10 EACH IFUt W 01013 SMALL eC 4A IOU I 1PAClA SLIM Poo � I^ BC LL Iwcs AGOtT0S.0 OTIiTM111 IOCATED GM MIS 0[81914, MSI11W Ll ATTR WO PLINCW SAEATE11u. 09110M [43845 f— M COORCT041 ►ED oRAMD61 110. 153 C 190A -r. DESI.RI suNDAPW rI19 PROPULY ATIACIIED PI9m C9311.10G " Elp� 6.109% TOT . L0. CONFUA 1VAPP♦.IUD" FM915104+1 CF WS C TPJ. AM EMIDEER'8 A4,PllAi IECMIICAL IPDAIE 4111/91) FOR P oUa.FAc •FAL MI MIS OPINING MINES TO ht COIFOW41 CEPICIEG IEIY O&II.T. QIQ SIOLL 1�1 GI 14LIED umaj 1. :1 ANI Gillen 1tAI. D11411,11.1.APPLICATIaN FIFTIISM A COP( M IWS s IOR.11 DLSWII 10 [itTP1/5S EPECTIMI CVIIPAC /�_ C1Y1t. „\�• 7—/3 30.0 PSF R F1% R4 7 448 10.0 PSF DATE. 10/9E 5.0 PSF DRII CAUSM27 gel 0.0 PSF CA NN-(E��N6 MD 1. 15 wPSF IAIUI�II�IIII��������II� 1. i5 m Jo1x WRIGHT-- ALK IN LARRY WRIGHT) / 714 13' HIP 4' SO TOP CHORD 2x4 FL #1 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE -MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. IN LIEU OF RIGID SHEATHING• TOP CHORD TO.BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS OWO. PREPARED FROM COMPUTER INPUT tLOWS s UMNSION51 SUBMITTED CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. #I HIP DESIGNED TO SUPPORT 05-00-00 JACKS WITH NO WEBS. IHU�J Itr n. n a c U) n A USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0"ac. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.50 FT. TO FLAT TOP CHORD. LATERALLY BRACE m FLAT TOP CHORD WITH 2x4 HEM -FIR /3 OR BETTER @ 24.00"oc. m ATTACH WITH 2-16d HAILS G 2x4 DIAGONAL BRACE PER HIB -91 13.2.1.► FIGURE 33, OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6) , OR CA -HIPS io DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY ro 02-01-07 FT. oc.. to I -- AD 1. 4-0-0 5-0-0 _ _ 4-0-0 .1 2 0 1 b 13-0-0 - I 2-0-0 --� OVER 21SUPPORTS R-11120 Wa3"S R=1112# W-3"8 r4 PLT. T - ALPINE DESIGN CRIT U99 CA/0/110/-/-/F Hev v yu - t.-Att - u .3iou G 0RUS Q d C� C= O Q t= L= i� 1=7 C.7 K1tIMI'OATANT>f1W� wwFUi--`O PRooacTa O�D. SltAlt Nai 2E IEbPANSIOLE FTSI pIi acpµnaN mm Tan oEslcu ca THESE svEclFiurions. oR pn rAt►unt w auno ne mons Irl CCtftVA"CE a rN 92160 UYIPI. LLPIK COIU[CraR2 APE HLOE OF 200A OALV. SHtt NEE131M ASTS 4446 SR 0 C2CWT AS IDTW. AMLV C41ASCUM TO EACH FACE 9F TRW pD uLC22 6THM161 LOWT>EO 011 THIS M161. MCIICU courErrOls ora tA►rul{s Iia tso a {aaA•F. otslco sluAyws Cq.FOAN N/APFLICABLE MIMI" W IDS A tPt AA ENGIIEER'S q/ L11S Motto; emleS TO uff Ctwallfur ff_ lmry HERE 111 pLI. AID SNALL .D! Be IlLM UMJ 9" All OI•RR MY. ferr - - e,., mumw n WARNING °tl11�Of"tO� E`at 1A HLACL nFA. ffJ$CT I09 uI9 9;=TAG. � HID -A{ er TPI, SEE TMM CESIG FOR ACOITIL m SFICIAL F6r RRVIT PIICTI6 OUIPENOITS. WA?SS DTIERIIBE VAIMTEA. CrDAO &AAAA, 62 LAMAMMMV OAACEO WN P LT ATIADAiD 0.TAat0 SIMMU U4 SPIM C a NtTx raaPET�Y ATrAc+ttF wsto �1 RO — cEm AIDGE IECHOCAL UPDATE U/{/Qtl FOA OAfMALL APFLICA110". FLIT115N A COP! OF IN 01stu1 To ort Iotas MCI 1014g11nwCTAR. „ mcrrrrrinm, r— r _ ca I[ rllall y�OiEs Qt �C w A � C43B45o 63497 *_SEA► l�/ 1 �!. cr1 it :C /f '. N9OQ` TC LL TC DL BC OL gC LL TOT.L0. 30.0 10.0 rt5.0 0 .O 45.0 PSF PS PSF PSF PSFQ 427^56404 07/10/96 Rm? 96l92SIS CA—ENG MO DVR. FAC . 1.15 SPACING SEE ABOVE 115 13' COMM TOP CHORD 2x4 FL #1 BOT CHORD 2x14 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE 7.3.3. 4'3 J THIS M. PAEPAREO FROM COMPUTER INPUT D.OAOS 6 01MENSIONS1 SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Al. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT x42949. c (U) 10 PSF. BC LL CHECKED PER UBC CRITERIA, a IN LIEU OF RIGID SHEATHING: v TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 13 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 9 72.00' o.c. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ►• U3 Al UI N O 6-6-0 6-6-0 ftl 2-0-0 13-0-0 2-0-0 OVER 2 SUPPORTS R=7450 Wa3"8 -- ` R-745# W=3'11 -8' �` B50Q 3758 °Q12T. T . - ALPINE DESIGN CRIT USC CA/0/1/0/-/-/F Rev 17.306 CE .-1 �0 0 0 0 0 o ' M*IMPORTANTWW vw EWI'REBED IS. 'IK- Mr BE Mmisleu FOR AST WAMINQA, SSED A—VE EXTRERE OABE AND TC LL 30 .0 � P E Ei27--56405 C�� CAP C=:'O BwLL MOTION ISM 1MI6 MEGI OR THESE SPEcirICAnws. DR Am ui BAHOLDq. EREVIDIr BBACE/G. SEE wl"I BI TPI. EEE TMS DESIGO �Q �1,pfESS! �y C DL. 1 Q , � � DATA07/10/96 FARM TB BURD THE TPyS9 IO CERVOTMCIE .i1H 900a B7 IPI. FOB AGOITIOHLL SPECIAL PERojell SMUG REO DL 5.0 PSF � CAUSR427 9SI 2520 ALPIF CONRCTOAI APE FACE Dr *CGA DAM STEEL HM IHO ASII OUIPOV171. VAESS OTBETagSt DCIICAIED. TOP aj i M MIB CR B EXCEPT AS T9TED OFLT CaWC1009 TO EACH FACE Or Tg169 AIQ wLF7i5DTHEOM[.[ loeATEO Du TH19 DESIGNFOSITT00 QIOIG SLLL SE L11EIU.LL1 evm AIrN PCCOEDoC LY ATIAQED AnCOO SIEATHIIG Ba1rGH TIWD .c Og3gA5 LL (U) 0.0 PSF CA -ENG MDcV111MIGRS ►ER D4unsS M 150 t 111A•F. DESIGN] sAAmAWS WITH PpD%VLT ATTWIED RIGID CEI►DA —DEEe. 63097 T . LD• f� 4�•`� PSFEO C W6r"ll N/APPLTCLBLE FR077SIMS Or WS A TPT. All p]ODIEER'S ALPDE IECHOCAL WME EI/1/BD FOP PBOFEB vy. 0 0 L= o o r—' OH VITS MA11016 APLTEi TO Hf CCHPOYE111 OWICIES HEPE uI loci Aro SHM.L M 11! TELIED WON IH All( BUNU lux. DIIMALL APFLICATIDH, rumilsol A COPT 01 [HISo-� OLBLGN w Ne muss Eln- 9tOrJ aXI1PAr11FT. J' CIVIt 1��R ��� UR. FAC. SPACING 1.15 24.0" 1 7 A-•IDr • IPOSS PtAfE 1161111110. Ian - I!LN IILI9NI/.1 .Dr9ICO ro-rarmflull (lot W[/.IO CCT1711IITllou 1 IN LARRY WRIGHT—)1-1-16 "' GIRD TOP CHORD 2x4 FL #1 BOT CHORD 2x8 FL II WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. AEOUIREmENTS OFSIMIC..B.OE RESEARCHDIN A REP0RTC*22S49 E WITH THE IN ADDITION YO NAILING / BOLTING SCHEDULE SHOWN ABOVE. USE 10 -36d COMMON NAILS AS SHOWN BY CIRCLE(S) FOR FORCE TRANSFER AT CONCENTRATED LOAD POINT AS EACH LAYER IS APPLIED. p0NNECTION FOR T13 .: SINPSON MS26 ALSO. (H SItdPSON LU28 TO CONNECT COKAONS AT 24" O.C. USE CATALOG C -95H - .FOR NAILINr, SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED- -95H- StjEKBERS HAVE E IDENTICAL LUMBER SPECIES, THE MINW-Ul HEEL THIS GIRDER IS DESIGNED TO SUPPORT FROM RIGHT TO LEFT: 22-0-0 SPANS FOR 7-0-0 AND 22-0-0 HIP AT 7-0-0 FROM ONE FACE. REMAINDER OF SPAN AND OPPOSITE FACE TO SUPPORT 2-0-0 OF LOAD TO TC/ 6X4 SPLIT. 4X4' i041, . .T 6l% 3X10(83) 4'3 THIS DKG. PREPARED fR001 CoWujEA INPUT 1L"A03 6 2 Complete Trusses Required NAILING SCHEDULE. (10d4p0x_Pai )a) TOP CHORD: 1 R0W @ 16 0.c. BOT CHORD: 1 R(yA @ 40 O.C. USE WEBS BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. TTEO BY TRUSS {IFR. n a cn a N V X**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORxxM (U) 10 PSF 8C LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING• TOP [MORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS T1HECB0TT0MACH0RD.72'00' 0-c- MUST TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONOe RATED LOAD(S) WHERE SHOWN. THIS TRUSS IS DESIGNED M SUPPORT ADDITIONAL OONCENTRATEO LOAO(S) WHERE SHOWN. v—v r J 13' OVER 2 SUPPORTS R=4208# W=308 R=2712# W=3'8 DES GN CR UB )LT. TYP . - ALP N wA NI(JC31A0"icwLD,+U�Ias/ r� o r11 � o o U **IMPORTANT* s�•1nL-"Iqf sva+Psl�aEu ►w INC- >n IWD•.I1R.,,p AEAECTlam04h O OkS (E d1A1 [Orl (0011 INIS DI610" Op TIEit wri 1CATgum LN ANI L'RIC711B• N=D -D{ B�'Tp1r-. SE a CA. lop O O FAILOPE 19 IOLLD ME TOUSS IU CWCFNC¢CE t11TN OSTEB Br IPI. FCA MOIL IODUL SaEC 10tL'pE, �I�I T BP��RC' O O AL011E COIOECTCRS 4LE WE 1q E021 OALY. 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COI61m�TtON 7—/4 1 LD M ID {U In 10 J+ N r m T a TC LL 30.0 PSF REF 8427--513490 :SSJO TC DL 10.0 PSF DATE 07/10/9E C DL 5.0 PSF DRW CAUSR421 961929 r C LL (U) 0 PSF CA-ENfs 43845 0T.L0. -0- 45.0 PSF 63G91 * DUR.FAC. 1.15 IUllII�I���IW�����ll�ll f -vim �ner•TA1r- .1 .D J+ N r m T a C: A L C U L A T I 0 N S F 0 R TYPICAL RESIDENTIAL FOUNDATIONS STEVE HARDING 806 LUTHER DRIVE, APT. #1 PARADISE, CA 55969 CALCULATIONS ARE IN COMPLIANCE WITH JHE 1991 EDITION OF THE UBC SIGNED �ZL� DATE FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK POAD PARADISE, .A 3-969 CSS �4 AG F .� Q S T R U C T U R A L C: A L C U L A T I 0 N S F 0 R TYPICAL RESIDENTIAL FOUNDATIONS STEVE HARDING 806 LUTHER DRIVE, APT. #1 PARADISE, CA 55969 CALCULATIONS ARE IN COMPLIANCE WITH JHE 1991 EDITION OF THE UBC SIGNED �ZL� DATE FRANK L. TYUKOS, RCE 32434 F L T ENGINEERING 5790 CLARK POAD PARADISE, .A 3-969 CSS �4 AG F .� Q FLT ENGINEERING SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS 5790 CLARK ROAD PARADISE, L-A BY: FLT DATE: 8/94- JOB NO.: 4130 — 2 PROJECT: STEVE HARDING SHEET 1 OF 8 806 LUTHER DRIVE, APT. # 1, PARADISE, CA 95969 DESIGN CRITERIA: STUD WALLS, FLOOR & ROOF ARE SUPPORTED BY—CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED C TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. CODE 1991 UBC: SUPERIMPOSED LOADS: MIN. DL = .NONE MAX. LL = .040 x 17'+ .020,x 9 + .050 x 5 = 1.11 k/1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF DL + SNOW + WALL DL + FLOOR DL+LL' SURCHARGE OF 2000# WHEEL LOAD C APPROX. 31 FROM WALL — 2.0/6•^2 = .056 KSF -- 11 SURCH. CALCIS PROVIDED FOR: A. 31-0" HIGH WALL — SHEETS 2 & 3 P. 41-6" HIGH WALL — SHEETS 4 & 5 C. 61-0" HIGH WALL — SHEETS 6 & 7 CONSTRUCTION DETAIL — SHEET 8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c = 2000 PSI C 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF. PROJECT STEVE HARDING JOB NO. 4130 - 2 DATE 8/1994 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE PATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): '2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr. (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF.'OI SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) Idl(IN) SIZE u SPA (IN) ----------------------------- ------------------- 0.015 3.75 #4 @ 158.9 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 LEVEL 30 1 40 2000 0.00 1.11 4 r 6 1.46 0.24 0.11 0.13 1.67 0.08 0.108 0.180 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ('316) 872-0254 SHEET Z OF cp In PROJECT : STEVE HARDING JOB NO.' : 4130 — 2 DATE : 8/1994 CALC'S.BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF.CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INC:HES): 100 150 1500 200 0.35 0 1500 12.08 6. 00 DESIGN FOOTING, — WIDTH (INCHES): 12.00 — DEPTH (INCHES): 6.00. TOTAL GRAVITY LOAD — Pv (KIP): 1.51 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 1510 -Z; 1500 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN"2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.24 , 0. 13 4 5.45 4 4 6.10 0.029 24 7.36 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET 3 OF �? PROJECT : STEVE HARDING JOB NO. : 4130 - 2 DATE : 8/1994 C:ALC' S BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.00 - LIVE LOAD (KIP) 1.11 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5.5 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT- a : 1,46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.45 REACTION @ TOP OF WALL - Rt (KIP): 0.18. REACTION @ BOTTOM OF WALL - Rb (KIP): 0.27 HEIGHT OF 10' SHEAR - Ho (FEET): 2.51 MOMENT - Mw (FT -KIP): 0.25 AREA REINF. (IN•^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.045 3.75 #4 @ 53.2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 FLT ENGINEERING 5790 CLARK ROAD PARADISE; CA (916) 872-0254 SHEET "i' OF 00 �" PROJECT STEVE HARDING JOB NO. 4130 - 2 DATE 8/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (FGF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 13.28. 6.00 DESIGN FOOTING - WIDTH (INCHES): 15.00 - DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.84 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - 0 (PSF): 1473 < 1500 SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF C TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN''2/LF): ALLOW. TENSILE STRESS OF P.EINF. (KSI): LENGTH OF DOWELS (INCHES): 0.46 > 0.27 4 7.18 4 4 10.56 0. 029 24 12.75 FLT ENGINEERING 579o CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET S- OF d) FLT ENGINEERING PROJECT : STEVE HARDING. 5790 CLARK ROAD JOB NO. : 4130 - 2 PARADISE, CA DATE : 8/1994 (916) 872-0254 CALCIS BY : FLT SHEET 6 OF I? SUBJECT: CONCRETE RETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL,- Hr (FEET): THICKNESS OF WALL - T (INCHES) COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN"2) Id/(IN) SIZE & SPA (IN) ----------------------- ------------------------ 0.099 . 3.75 #4 @ 24.1 MIN. VERTICAL REINF. - .15 % (IN'`2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13 0.00 1.11 6 7 6 1.46 0.74 0.29 0.45 3.37 0.55 0.108 0.180 PROJEi_:T : STEVE HARD I NG JOB NO., : 4130 — 2 DATE : 8/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 14.48 6.61 DESIGN FOOTING — WIDTH (INCHES): 18.00 — DEPTH (INCHES): 15.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.19 INCREASE OF ALLOW. SOIL PRESSURE ( % :► : 5.0 ACTUAL SOIL PRESSURE — 0 (PSF): 1461 < 1575 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES):. 0.69 `r 0. 45 4 5.77 4 4 16.33 0.029 24 19.71 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET % OF E''' ..G.T..._...... DATE SUBJECT SUBJECT_._.._.CO/VC/PFT------------- _-.----...._...._._..... SHEET kO........ .......... OF ...... ..... CMrD.8)•...... .......... DATA....._._.._ /e�TA/�ivG-.S�A.�/NG H/.4GL e 9/30 - Z 806 GUTNE,2 ,ate" Pifie.��/SE G.¢, a� a SUPER//`IPOS�10 L OKOS SI-14-4=7- HEETC '-CCORA 01'r/"AL — /F f//GHQ 7744// C a I 4 "CONC, S'L,A 8 1�/�'�4' ¢8 - arrd=wc YC�.PT w- 4L L .eC/.4/F /NTD T/i'E OR 6x 6 - W/.4X M/• 4 A" N/. F, r � 1 CUR$ � ¢8 0. o • MAX, sEE NOTE ''�2 //a Z RS 'C BARS 1Dowee-s Ole YECr MALL IW7'0 SLAB CSO f,=ACTC'G VERT. AR' eAcG r , k-71 Q oFEss/oNq� ��es _.� � �" Q a`� �• T yG F� Lij Z r NC.D o• 3 m �/9l .CIV F of CAI�F� Mr,, S. RTG. STEPS dVi4 LC. py~ I%' I�b per ,�, ,3� o�. Jho ✓2 /Z� 2¢p 8� o."G2,f ¢_/3"#¢X 21# /S.9 2 a /2 ou ✓ i� a ii e �/i C. 6' D 0 5 " Js a �� /8' D /r a it i/ ii -# i A/0TES .' / 1-,4P bio e/2, ,�F/NF�.e'C/•vG /B ° 0,11Z 30 8.4.? .a/•4/1ET�,2S /�/N, 2, P,20Y/OE S"'/Ovle/lvG O/- CONC. /S�gGL UrVT/G Tf,/E CO�t/C. Of Ti/E F L7 IMMOM ENOM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 S T R U C T U R A L C A L C U L A T I O N S F-0 R CONCRETE CANTILEVER RETAINING WALLS STEVE HARDING 806 LUTHER, DRIVE, APT. #1 PARADISE, CA 95569 CjD�Gf/'O� CALCULATIONS ARE IN COMPLIANi:E WITH THE 1991 EDITION OF THE UBC SIGNED FRANK L. TYUKOS, RCE 32434 DATE FL T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 916 7 872-0254 L SUBJECT: GONG'. CANTILEVER RETAINING WALLS BY: FLT DATE: 8/34 JOB NO.: 4.130 — 1 PROJECT: STEVE' HARDING 806 LUTHER DRIVE, APT. #1, PARADISE, CA 35369 FLT ENGINEERING 5730 CLARK ROAD PARADISE,. CA SHEET 1 OF 8 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1331 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) _ .11 k/1 MAX. LL = .030 x 17 + .010 X (17-3) + .010 x 3 + .050 Y 5 = .33 k/1 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY),. MAX. LL — ROOF SNOW + ADDIL ROOF DL + ADDIL WALL DL + FLOOR DL+LL CALCIS PROVIDED FOR: A. 31-0" HIGH WALL — SHEETS 2 & 3 B. 41-6" HIGH WALL — SHEETS 4 &< 5 C. 61-0" HIGH WALL — SHEETS 6 & 7 CONSTRUCTION DETAIL — SHEET .8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF FLT ENGINEERING PROJECT STEVE HARDING 5730 CLARK ROAD JOB NO. 4130 - 1 PARADISE, CA DATE (3/1994 ( 916 ) 872-0254 CALC'S BY FLT SHEET Z OF SUBJECT: CONC=RETE CANTILEVER, RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL C:ALC:ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE PATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INC:HES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'd'.(IN) SIZE & SPA (IN) ------------------------------------------------ 0.014 3.75 #4 @ 168.8 MIN. VERTICAL REINF. - .15 % (IN''2): MIN. HORIZONTAL REINF. - .25 % (IN"2): DESIGN REINF. - VERTIC:AL: #4 @ 24 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: .11 .SS 3 2.5 6 6 1.46 0.05 0.08 0.108 0.180. 0.06 < 1.0 ml PROJECT : STEVE HARDING JOB NO. : 4130 - 1 DATE : 8/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET .3 OF P DENSITY OF SOIL (PCF): 100 DENSITY OF CONC=ERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 6 FOOTING KEY - DEPTH & WIDTH (INCHES:): O - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 18 OVERTURNING FORCE - F� � (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT -"2): SECTION MODULUS - S (FT^3):. SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPtl (PSF): - SPhl (PSF): SLIDING RESISTANCE - Fr (KIP) FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. ( IN -`2) I d' (IN) SIZE & SPA ( IN) ------------------------------------------------ 0.046 8.75 #4 @ 51.8 DESIGN TOE REINF.: #4 @ 24 0.18 0.21 0.69 0.58 2.69 0.36 0.22 0.15 1.50 0.38 861.67 <: 15070 51.67 > 0 1521.67 C 1500 711.67 > O 0.34 > 0.18 1.05 0.59 FLT ENGINEERING PROJECT : STEVE HARDING 5790 CLARE; ROAD JOB NO. : 4130 - 1 PARADISE, CA DATE : 8/1994 (916) 872-0254 CALCIS BY : FLT SHEET g OF SUBJECT: CONCRETE CANTILEVER, RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL C:ALC:ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): O YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD- DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): .99 OVERALL HEIGHT OF THE WALL - H (FEET): 4.5 Fj OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4 THICKNESS OF WALL -'TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.24 MOMENT - Mw (FT -KIP): 0.32 AREA REINF. (IN•^2) IdI(IN) SIZE ------------------------------------------------- ----------------------------------------------=0.058 & SPA (IN) 0.0583.75 #4 @ 41.2 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13I COMBINED STRESSES @ WALL: 1 0.18 < 1.0 PROJECT : STEVE HARDING JOB NO. : 4130 - 1 DATE : 8/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONC:ERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 15001 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 14 FOOTING KEY - DEPTH & WIDTH (INCHES): 6 -.BACK TO BACK OF WALL (INC:HES): 6 TOTAL WIDTH OF FOOTING (INCHES): 26 OVERTURNING FORCE - Fo (KIP): 0.38 OVERTURNING MOMENT - Mcg (FT -KIP): 0.63 TOTAL RESISTING WEIGHT - W (KIP): 1.01 RESISTING MOMENT - Mr (FT -KIP): 1.42 OVERTURNING RATIO - SF 2128 NET MOMENT - Mn (FT -KIP): 0.80 ECCENTRICITY - e (FEET): 0.29 ECCENTRIC MOMENT - Me (FT -KIP): 0.30 FOOTING AREA - Af (FT^2): 2.17 SECTION MODULUS - S (FT^3): 0.78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF SOIL PRESSURES - DL ONLY - SPt (PSF): 845.53 < 1500 - SPh (PSF): 86.98 > O SOIL PRESSURES - ADDED LL - SPtl (PSF): 880.47 < 1500 - SPhl (PSF): 965.68 > O SLIDING RESISTANCE - Fr (KIP): 0.58 > 0.38 FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): 1.05 MAX. MOMENT C TOE - Mt (FT -KIP): 0.59 AREA REINF. ( IN -2) I dI C IN) SIZE &< SPA ( IN) ------------------------------------------------ 0.046 8.75 #4 @ 51.8 DESIGN TOE REINF.: #4 @ 24 PROJECT : STEVE HARDING JOB NO. : 4130 - 1 DATE : 8/1994 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): .39 OVERALL HEIGHT OF THE WALL - H (FEET): 6 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5.5 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.45 MOMENT - Mw (FT -KIP): 0.83 AREA REINF. (IN''2) 'd'(IN) SIZE & SPA (IN). ------------------------------------------------ 0.151 3.75 #4 @ 15.8 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN'^2): 0.180 DESIGN REINF. - VERTICAL:#4 @ _ 12 - HORIZONTAL. #4 @ 13 I FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ('316) 872-0254 SHEET E OF d' COMBINED STRESSES @ WALL: ' 0.42 < 1.0 HEIGHT FROM TOP OF THE WALL -H2 (FEET:): 4.5 HEI13HT FROM TOP OF THE SOIL - Hr2 (FEET): 4 THICKNESS OF WALL - BOTTOM'S (INCHES): 6.00 TOTAL EARTH PRESSURE - Fw2 (K.IP): 0.24 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.32 AREA REINF. ------------------------------------------------ ( IN'`2) ' d' (IN:) SIZE & SPA ( IN) 0.058 3.75 #4 @ 41.2 DESIGN REINF. - VERTIC:AL: #4 @ 24 C, PROJECT : STEVE HARDING JOB NO. : 4130 - 1 DATE : 8/1994 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONC:ERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INC:HES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 9 - TOE (INCHES): 21 FOOTING, KEY - DEPTH & WIDTH (INCHES): 12 - BACK TO BACK OF WALL (INCHES): 9 TOTAL WIDTH OF FOOTING (INCHES): 36 OVERTURNING FORCE - Fr (KIP): 0.63 OVERTURNING MOMENT - Mo (FT -KIP): 1.37 TOTAL RESISTING, WEIGHT - W (KIP): 1.57 RESISTING MOMENT - Mr (FT -KIP): 3.14 OVERTURNING RATIO - SF 2.29 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF �P NET MOMENT - Mn (FT -KIP): 1.77 ECCENTRICITY - e (FEET): 0.38 ECCENTRIC MOMENT - Me (FT -KIP): 0.59 FOOTING AREA - Af (FT^2): 3.00 SECTION MODULUS - S (FT^3): 1.50 SOIL PRESSURES - DL ONLY - SPt (PSF): 918.54 < 1500 - SPh (PSF): 129.79 > 0 SOIL PRESSURES - ADDED LL - SPtl (PSF): 918.54 < 1500 - SPhl (PSF): 789.79 :> 0 SLIDING RESISTANCE - Fr (KIP): 0.95 > 0.63 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.20 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.17 AREA REINF. (IN•^2) Idl (IN) ------------------------------------------------ SIZE e< SPA (IN) 0.091 8.75 #4 @ 26.3 DESIGN TOE REINF.: #4 @ 12 C �Y�� VC,T�' B 8 BY ___.----•-_---..-..DATE _---.__....__ SUBC� 1� 1; CO,C� JECT._---�-+-•-'!-,,SHEET NO. ---OF --•- -3 W/ CHXD.6Y._..__._....._-DATE..-._.-._.._._.._ �ET/4IN_I�%7 ,r_i4CG C ST, Pe7,4IL JOB NO. -_ 9/ 30 S, /i44/ez>/A'0 806 GUT/ye�c Dz.'��,e,4p/SE CA SUP�,e/I'ff'O.SG'D �/,�//S�1 G.�'.4DE - GE•!/EG G OGS P�.� SHEEj J a ACL o ,B.fRS , f • r . vb "-,sloes - " . -. . • . Q�pFESS/pNq'I2 `CLC-A'e No 3 m ` m sp CIV1 qTF OF CAUFp� X9%9 b' O "Ce—=XR / o Of NATU,eAL 6%le4DE MOTE3 OR CO.VC. SLAB 1�� �V N klb CONT. COWC. Z&X -V _ �is�rrere� ,eco v) 0415 M /7�L•L rrl�r H2`'/ rD/N~�2 �' Iwf .Iw/ M�M Q.• 4LI •_.1 .meq /QM •/s /— /2° — � 9 � � _. �! Ga V-& & V el3 Ye 2� 2- #¢ — B . ✓4 6 a a err d" " �� 2" # a �r ri - — �a ✓6! ✓ ✓ C. e /2� Sat C¢. It I NOTES .' / . DES/G/V C.0/TE.%f P�.2 CAL CUG A T/ONS Sf�FCT / . /8 "o e 30 .s,a,2 c/ -a. TG D.4YG /GHT /,�/ 2 CU.FT' F D�� /.V ,eOC,C/W. ,- OF L7 �U�JaDLNE�WQUV� - 010-117OV141- 40aiT/o/VS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 S T R U C T U R A L -------------------------- y C A L C U L A T I O N S F 0 R C 0 U C H 0 T R E S I D E N C E W I N D Y R I D G E R 0 A D P A R A D I S E, C A 9 5 9 6 9 S T E V E H A R D I N G 8 0 6 L U T H E R D R I V E A P T. # 1 P A R A D I S E, C A 9 5 9 6 9 F L T ENGINEERING 5 7 9 0 C LAR K ROAD P A R A D I SE, CA 95969 ( 9 1 6) 8 7 2- 0 2 5 4' It`�� DEpp,�M G T �/- I ry _. �Y.......P. ................ DATE .- . _.-........-.. 5U JEGT......-........ ....... __.G _G�L�..'S. SHEET NQ. __../ -..-.. OF .....22... CHKD. ®Y ..._......:........ Qq r _ ...... t��..G YS/S—/Jos reo.....-_ ...:._..-_.._..-... - - ----- -................. - ........- ._...---..•- .....-... --------.---Y.....�'/�-�'�'� .t��zU.�.....;;t c' �....:-C-t - ........ IF L Ir FEMOMMERNM9 CIVIL ® STRUCTURAL (916) 872•0254 5750 CLARK ROAD, PARADISE, CALIFORNIA gf:�Sg i �E .S'�,�'✓EG° T o` Tfr�sE- GAG c S /S T�/E S�v�lv,��-L 6o�9_ /9?/ U,& /2'/� _ Q�pEESS/pNq 0 CP 4z_ '� `� � u No 24 4 rn OF CA t, i") x l/9 3 f, 7j x l7.3 PS's L .STr1F�S — S'T. iz., 7Zr /�'�c�t7� � /20OP.�' a �s►�� �,�t,/, O. �jG!/Li¢l`15' - �%'/%• S��2s - �G, �i`9�3�� �/TC--//7 � = 2¢ODPS/ S7 P,eoovcr Sra, P.s /- �'3 SGT Y/ !! � 7: C�Gev� o��99s 2 Zz BY................_._.._.:...........DATE. SUBJECT.....-....._................................. -- .-L`�...._. SHEETNO.--_-.OF._-._....... CHKO. BY._................... DATE _.._--... ....... . 4/30 _....... .. • — /N,tJ/cA-TF ShrFsi.e Whu Ac ` — S G,�KLS E L IMF )-L-K- e 7-0.-- P-1 4C-k-,6y -L-iPeTOPLEVK BY..--... T -..._DATE. ._ SUBJECT_4 l 'C'G/�..._.._ .....LGS....................- CHKD.BY........... ......... DATE--•---.._ ..... _.. .................. ................. _............................. ............. ............................... ....... - ............ _.................. -............................................... ._............................. .:._..................................................... ...... ......................... -.... SHEETNO....- .._. OF JOB NO. ................. 30 ................... 41 7;7 Z 71Z /ZZ SP= 2Z t , d/%,3 le 41 7-, O/ 73 x 1903 = 6,' .32- i .7T 2Z//— va, DF �� = I, ZO/ /fir` o°, 3 �-� �. 3z/Z x Z 3 = , /,3;77/ BY ......DATE.... DATE SUBJECT .......................................................................................................... SHEETNO . . . ............... OF CHKO. BY ........... . ....... :.DATE ........................ ............. - ..... . .................... . .................................................................. .............. JOB ANO......... ¢/-.,3-0 . ....... . .... ....... ....... ................... I ........................ ... .................. . .................................... .......... ....................................................... . ....................... ................. .............. ....... ..................... ..... 77, _3 sc- 162c.,F- 'Z JT X ZZ -7 /7 741 e-1 Fz- 01,73 x �Z, 2 70 7,493 I'ver- 7423/,?- rZ 7,r) f olfz-, , -1a, 2' , �,z - 3011-,- = 0 A Z 3l- 70 7 _,23, BY. .. --7------. DATE ..... SUBJECT....�_�`��G� ��GGS CHKD.BY..................... DATE ........................ ------------------------------------------- SHEET NO...._....OF ..._�Z .. 4-1 JOB NO. -.-A z.. `317 _-._............... L—A)�i,� . %-- C' 7�v3 x �O = �z 'c — G rPx 3Z. 2 ,43r s TD 7 J- �S: Ce>. — ���- , iia'/�� �/ ¢f `= 9.7 -�-/O S7— & 4, Dr �� Com. — _ . ���c = Z 3Z '�- .S%6 zz.¢ 7`Dj- �'��j "w/It .f ".7 % o Ctrs �i�t-P�r 71 141 = t BY.....DATE -1SUBJECT.....1.--G/.............'S...... CHKD. BY ....................... DATE ......... _............. ... ................. ....................... ............................... ................ --......................... ............ .......................................... _...................................... ............... ....._................ .............................................. - ........ _............. SHEET NO. ---.. 9-.... OF ._. `.Z!.. Joe rvo.._......gl....v D 7, 29' rt 141- + /X 3 Z f d ; v3 . 103,,e if, 72 c < 7_349 'e 3nz>6.o� 7— Ppe9 7 3 x /, �r7 — 7, 3,,c 2/0 7, 07,x7 �ZF, /7 -Z/, Go> > , 27'r BY DATE—.".' SUBJECT .............. . . ...... ........ . ... ................. ... .................. SHEET 'NO . ....... OF . . .......... CHKD. BY ........... .......... ........ ...................... .......... DATE .......... . ........ .... . ........... .................. ..................... . ................... I .......... . .................. : ................... . ............ . ...... . ............. ..................... ............ . ................... ............ ................... ......................... ...... ....... JOB NO . ............ ... .... ................. ..................... V—S' 7 11,P3 — A log 'e. 0 is z Aellr F71, o9,9 - vP. 61 2f 7e I C9,q./P 51,11- R-1 -57 L z 17, 9Z Fe- IAJI Z3 X /Z- //,qp, 3 — Z- gr,-* /Z Flx =-, Af,) 41 X -3 6 /Z /2- 7c' f . �� / /L 7- 114 /�,K, 17, 7/27 CY BT--��....DATE..... SUBJECY_.(,`'_.v'.......G'GS........... SHEtTr4o....... ..._.0F....ZZ.. GHKD. BY ...................... DATE ........................... ..... -.......... .................... ................... _..................... -.......... ................................ . JOB NO..........9/ 3O --.........................................................._.........._..........-...... _................................................................................... ...... ............................. -........................ _............... __........... BY-.._.J�_...... DATE _. 7 �CTi ..s...........SHEET�..._. `?�.. ..... .........._-. SUBJEGT..........................._..---...---..._......_.._........_--- --- .. _.. •- CHKO. BY ...................... DATE .................... ......................... __. 41.3D._._.........-. ..........................._. JOB NO.........._ _... /0 7/ 'C sT2z/T Z, 37 P.Jz es TOS SPGI G - / O. ;f TV E7rt9S' f 7--c ST0z/r _ �G.0 4's' BY. - -- -DATE._. ✓ ".. SUBJECTSHEET NO....AO_....-_2 . .._..... CHKD.BY............ ... _.... DATE .................... ...---........ -............... ............... ... .__..._.._.._......... _.......... ...................... -.... JOB NO. --`f"I3 ...__._......._.. 7Z -11p, a 7r 141 14 r�e D/ %3 x /d f, 02 SZ 137 3/, r1z Z. /6 ,e IP? Z)/ jr er 1r.,re1rz %/� _ . D/7.3x 6 � 3`� � t- OZDk �•%x �<3g�2 f ��/2 G/,SEs 49 IF, 1el®G F //• OZ = Z6 6 f T�,� c -/.vim 6 - Z •D f /3. Z//2 . �, 6/ G �,vF / Z - �T_ , /7 -le- t "21. 3 7/(30 Z ZIS714 06 �� Zz . �-� 97./9/191,0 7 = , lDi BY.._.._...`P........D�,TE........7-. SUSJEGT.....GT....... G�LGS...-- _ SIiEETtVo.._..//.....-_or-._ZZ... CHI' D.BY........... _...... DATE ........ - .....:.........._........ _............................. ........................................ ....... --.... - .......... ................. JOB 146. ......... l...! -. s0--"_ .... _..... L STT i7-.3 7ZP .............. DATE.. / SUBJECT ....�...,. T!.......�fiGG.S_......:_:.. SHEET NO. _.............../0F .... --. CHKD. BY ... _........ _....... DATE _.................. - _ JOB NO...__T/ ................ _....----------- L.14,- x (6. t�f Z) f . o%Px. 1•� $ . /ZO /Zp f , 0/1pX 7 1 = , ZQ� � s,Z�Q'x;3-Xz/zo Z,4;22 3 e�/T7' boLr` - C _ 2Gx /. 33`2 .97- . Tr Ile 71) c S/; 9'7 � Ao s - G -DL 4 , Ole.- > / _ , 302 �% _ . � Z ,� �.� j'- jZ �- . /%fix /. �x 6: ct",_ �, o� 1•�' - v /2 C� .�, : a oLTS � � � o . c . !i � /rvc� � � 3 - •¢, ✓ � ��-s � G ivy ,1� S : u�fi� �. �,��Ez QY..._... �( CHKD. BY..........._......... DATE ...... ... ...... SUBJECT.../ DATE ............................................ ._ c�UG ............ .......................... _............................................................ � �'G._.'s.------............. SHEET,rt4.--A!/---OF--�- -- .................. JOB WO. ..... _T`'3O_...__........ _.. Gflp , 06G' , Obex 7, q 7 0 ". 2i¢Z-2-k- eoy-e- / �,s- /3, 2/x -i c, r1z, Z2. <% �/ `C — ..rYw = . 9/lf J'-�. zo2� - ?, 6/ -, '?/ � 7, 7o'e 7i, P, / _ 73 2 i" L=,49/2x¢t, 5// Gflp , 06G' , Obex 7, q 7 0 ". //V % 7D//7 = , q -, 3 3//?- //zZ. 0,/ _ 17.3, 77 (0'/3 t /� -�, odd ,� (/Z-, 14 7 'el BY...- ...... DATE `.. -. SUBJEGT...4�/. .........e-17`..... �`GGS................ SHEET NO. .....o�._. CHKD. BY ...............:...... DATE ........................ .................... _.................................... ...................................- .................... JOB NO.......... ............... .-........... ........_............................ ............ ................. ._.................................................................................................. _..:........................ --....... ,..... ........ ........ -............. - >/- -- - (��,77 �ofv,vs rr%ev %GL ,�ssvnE 26•'?9)/l ? IV3 - 2 0,3 ' /Z`, ,,AF3 0-� _ 31, 3 ZoxI�d`XZo �o �� ryDZ O,v Zx L-7�4'E �Tv�s� �'7vo J7� .�,o e pw �✓ Comic . E .� /2 �y . �' x /� S�� G��w 3"c«�{ 2?/BY ...... _... --..................... DATE. SUBJECT ..... - ............................................. __-._....... ...... _..... _.............. SHEETMO................. OF.-.----_.... CHKO. 6Y .... ............... _ DATE ......................•.................. _................. . JOS PIC.._.......... Ic3f%._..... ...... _ Dr U7, z/ �e"'� 7 -- s -7-7-'M 15 0 /O'Z - d� °Z �..... - -._.._.._....._..ON eor... .......... ...........------'._..................._......--.................................................................-.................... 31VQ ................ _...A9'a�IH� ........._.......---.._........... - ..��..-.30....-�� ..ON 133HS ......_...5 �1.%.....-G1 _.............1�3f 9f1S � "---................-31Va' A® zpa ' C-A/P'f L/9L �..... - -._.._.._....._..ON eor... .......... ...........------'._..................._......--.................................................................-.................... 31VQ ................ _...A9'a�IH� ........._.......---.._........... - ..��..-.30....-�� ..ON 133HS ......_...5 �1.%.....-G1 _.............1�3f 9f1S � "---................-31Va' A® r � EY _._.._......_.._.._.... DATE .... ?... ............... SUBJECT.....-> ... .............................—................................................ CHKD. BY ... .................. DATE .................... ... .............. ...... ... .._........................ —........................................ _.... ............................ •......................... _............... ........... _...._.................�..... ............ ........................... ....:.:...................................... ........... —........................... 9 SHEET NO. --ZZAA.... OF ..... ,Z---.. JOH PdO._.....T(.3_.--- C/t/3 j!) t . ©D� x (/D / t 7 �'/2> Z70 " 373 o b A6 qR�,t- &- - ZAL- v 3 C�X GcJ el �1�Z � O� Z x �4' � �S'7U.t� S ►��,�j- .� 1c /Z �' � . 9Y..._......._DATE .... /....�1...... SUBJECT .....I%GT........��G��S............................. SHEET NO_I/...OF_ ..�.?'...... CHKO. BY ............... ... _. DATE ._..................... ............................................................... :.................................................................. JOS PiO.._.._...!.l.....�v................ =,.Z /d .DG 711/0 '�- �—f 7 Z �-, 0/73 k 4 x ��Z = , epe (X44LS - G, /"4E .4E Z2z �i ADL � Z Z Z �', O��.c �• � _ . 36� BY.. DATE. SUBJECT..................................................................................................... SHEET NC.. ....... ..... ..—.CSF.................. CHKD.BY......................DATE........................ ............................................. JOB NC......... ! 3. 77e-,CsS i d s -- ,f%3� . = 6�'x��= 9 9 1-52 Z,/ e= 'S /e zp 'rs BY..._..... ........ (-__....._DATE ._L._. SUBJECT.._ L. �_..--.• LGS _.._.._..._ SHEET NO. _.AA CHKD. BY..�....._.._.__ DATE ............ ___..-_......_...._. _..__ JOB NO..__...TlsO __.._.. Z-,,4, s 4/ -,,v /gyp Ao 4/ vp x hc 2 C� �------ 0 f7'D s DATE-.?/ CHKD. SUSJ£CF............... Gr SHEET NO....z/.-OF_ zz .;Oa NO. ........ _g1�3� X G S r.4 9' (f TORS E,�-c��r AS /vor�-� //L/ T7//s C 6 GSTA %8 SO & OrJTs'/DE �ifG DEG, l7 8 L STA 2/ ST 22/,�vsE-,t�sa c.T,�sss, aorr, Gh'D.�O To 7-0;P- o;/1L .16SO 5 sro ,B>iS �OSrr 3& 7S Tp �O rrx pBG, T,�vSS 84TT. ch'O.t'o TD /e; A6 — G STS# 36 - iFP.PLy e T.Pr�ss' BoTT. cfJoe� v 90 Nz 90 4, @1 Ll Fo Li Dov ko v G ®® Q 0 0 *lL 0 4 4 0 q 4 A 0 0 4 k) Q0 M IA t Q ka 10I I I vQ�`Na. Q qQ U QOss(S) a �� 0 I VRML i . . �. Bre veways pxc:�edingcl 0f eet n Length', buts 10 Turnouts than 8'UO feet n sha11 pro, a. a. turn'aut' ,ength; ' '"ar' the mi dpoint f the dri,v�e'wa�r: a' Where a dri'vevaay, a I � p p ', feeYmoutssia l be ` grouided � nt� mors ,� than' ,4 0;0' f ee:t apart 'i bLtxl'dingi�tes o'n drive.wa�ys aver 30p ,fee;t in le,ngt�z and ahal7 %e w� thin 50 feet of the kiui7 ding . 1271.:1 1 Gate's [/ j i Gate; entrances shall �e at 1;eaet twca ;feet"Na.d,e t'h'an VRML i . . �. Bre veways pxc:�edingcl 0f eet n Length', buts 10 Turnouts than 8'UO feet n sha11 pro, a. a. turn'aut' ,ength; ' '"ar' the mi dpoint f the dri,v�e'wa�r: a' Where a dri'vevaay, a I � p p ', feeYmoutssia l be ` grouided � nt� mors ,� than' ,4 0;0' f ee:t apart Tuxnaround:: ' A t'urnar.ound, shall,'; he p ovi,de.d at all bLtxl'dingi�tes o'n drive.wa�ys aver 30p ,fee;t in le,ngt�z and ahal7 %e w� thin 50 feet of the kiui7 ding . 1271.:1 1 Gate's [/ j i Gate; entrances shall �e at 1;eaet twca ;feet"Na.d,e t'h'an the roadway ;iterues . 2. The' gates must be located at I6a�t'30 feet from the roadway, and 'shall ripen to allow a .vehicle to 'stop rthout 'obst'ructing .'traffic ;on t~iiat roac7.way. [ ] 3', Where ;a orie� tray `marl 'wit;7 a sing e t�xaffi o lane provides entrance, q 'fbo tur.zting radius shall b� used. ' Ft�e Modif ' c ion a b s� �.te S ace . 1276 '01.Setback �,fo� `Struct az`e D�.fen, p All parcze;Ls lr�cre a��d, 1A -ger shall provide anii- mum 30 foot ��et�i5a.c;c' f,c�r btzidlxzg axsd aLc esorr Yaua.ldings from .la "property lines and,ra�� the center 4 of the 'road. [ ] 2 . Fob par. gels less th.arl I acre; loan � �A rri da.�:ta.oz� 11 shat" provide for. th(, same practical cal. effect . ' Seg. Other rteuixements bel.or. f IV 1276.02 ' nieposal of Vegetation. and F��.- I?z pc sa,l x �hinp ng, burying, JDurn .ng or, removal to a.. landfill, pi.t¢ approved by the local j risd,iw�;t o , of f amm��ble egPtat .on and fuels caused by;?i't ie dev lopmexit and f. construction, road and driveway const'�'tctio� and fuel mod' shall" be comp1et+ed pri.oi `t:,o cc,'�r�p�et:�on of �}' .ficat:ion 4 l�ua l.f I g road anstxuct-io.T7 ,r 1..;1c� a.,nspect,i.o . 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