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HomeMy WebLinkAbout041-600-008� _--- ` ' ~� ---- -- ' ------ -- - -~- ---'- --r------------ ---------�/r- ------ - 4l-'0O-08�'' | vam NORTWIC- _-- , ) ] 2826nCory _Creek Rd, Orov*lle� � . ` / ^ + ' � / (new single family) 41-60-08 92-90 VAN NORTWICK, .a D R. 2826 Co'ry Creek Rd, ORoville s mparn / � (retaining walr)-7 �969790B,E/ Permit #2107-90B . o 7-60-08 ! � . . . ^ � - i , / . \ � ^ | | .\ � . ^ ^�. ` � | ' . � / d � . ^ � ' � 7 `. . - / D 'Y RESIDENTIAL f 41-60-08 1530-90B,P,E,M v ` VAN NORTWICK, Don 4 2826 Cory Creek Rd, Oroville ContR: Superior Const (new single family) �i C'. 7��• V l(6/ / t OFFICE COPY r Address tpr Rv O Date � pd ELECTRI , —Mer_By_ _ Date , ' j OFFICE COPY I Address GAS I Meter By Date -1612--2 Eta E Mi L ' JOB FINAI r Signatur u �z1a�S v d d Owner: Permit No. LOCATION ENERGY CERXIF ICAT ION DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose'Fill Type Minimum ThicknesWnches) Area covered(ft. ) FLOOR, ELEVATED .Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) W idth(inches) FOUNDATION WALL Material Thickness(inches) A. P. No. Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that -the above insulation was installed in the above building in conformance with the State of California Ener&, Requirements. FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) SIGNATURE OF GENERAL CONTRACTOR OWNER STATE CONTRACTORS LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 AV -1 A- E.R• MMMMMMI '�BiCq}3ij+» Flkjr3J=�7FJ `}tS- `it1Ji�Ff'llC !•Z 71 ? �.�'" tTti�fi �'�jt:!Y<!�'!�:f}z i(�ei fiC. },,. •r:�t.# i..-':,�. CONFORMANCE. 1HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain, OR , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. r-Jdi NAM is - Keller Lumber Sales JOB LOCATION: Chico, CA 3r`CUSTOMER'SORDERNOF PO#2660 DATE • 1-22-07MFGR'SORDERNO. 5916-D " , 24F -V4, WP Glue, Ind Agp, Load Wrap %n,8 v. ^;,,i SIGNATURE �n COMPANY Dur -o -Tam TITLE QSLi y' C'0nt:r01 - ADDRESS • x POA 297,_ Dram, OR 'DATE~ 06-02-89 AI TC— HEREB Y CERTIFIES "that the said company at, its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products com I with a licable iovisions of said Standard that the ade. uac of the quality P.- P Y PP. P.. q Y q Y control system in'eff_ ect at said plant is periodically, inspected and verified bV:the.lnspection Bureau of '~�''' ,'�'�� •'' the'AMERI'CAN INSTITUTE OF TIMBEWtONSTRUCTION;�-and'that',inAhe judgment of AITC, said company is capable, -of complying *,with! applicabk manufacturing and testing provisions of said Standard m respect of products manufactured at said plant. Conformance,witfi;the Standard'.in;respect hof a y specif c or particular product Is the sole responsibility of the manufacturer; `AITC 'srguarantee f' • * 'dr t:' " " ' a"'_a..y.�v'."". - �, sr ,h ereunderµ§eing,that,the said company is qualified1to•produce;?.a product meeting•the�said Standard _- an 'that its plant Is periodically 'inspectedand verified by.the AITC Inspection Bureau. ' :tbd�frVi..,'rGC�t�'•nit-���xi�!�.'F�;T'"�t,�i~�.3i�i'r�cs�7 . �•..t'.d x : : v ,..: r� U. - 4_ AITC— CerTt1' ilcate N6..�.. 514 6 9-- A-.��_ fi'.t,/'-aM`'S wr�i..(.�y(•y�e '1-n `+4`ft'•%"..11Fi:./.:".�:2Td: .'! L'..Ti+1a;+ywlta+n•Mi'y.]+i's ,:..W...ri±ryaµiu�MlTi. list.. r �^' �''''`�� ONSTRUCTIONe.— AMERICAN INSTITUTE OF TIMBER. C ' • ^tee? .. r '� Sr x � 9Q � ti9fitr, lir r#p ? j1i .iky ,q X43 =1 , ,x�r� #t �r�t, ,� �. " f • +`IIECEIVIED ,rt 1Ty r { ti '_ �y h �iQ�+'t J s'79f i%i'J'Wyi`r nY })21fs+ +.' y+4".IN. S �•.....+c :l, ~ , +r :]�* 'i;� :� ..7 x.,.: 3,.. .9 :„ T�� �� 'S. t ,I;WV`•,1't �t� � � y . f+'� l L.s�`� � �.` : t � ab' �:L .� i.' �at7 is r ti, Y •. r - .,:Ai �tN•�. yA7 _,'�,,,, kR+k .S' rwe .i1.Y. •i 1tiF:: .».-, s .S .� { .� 7 go # „ '/ELLE I= -WS g h y.ww_®<i 983,AMERICAN;�NS3J�l1TEOjIMQER CONSTRUCTION , s -a- .. J=OK O=Not OK Not No ARee8adyable MOBILE HOMES ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch + 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"U'ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'sem` . 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Teat -Fail -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Data Card B-1 t MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sits-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'J OK 0 = Not OK =Not'yable Read Not Ready RESIDENTIAL CSinglle & Duplex) = Date UNDERFLOOR Plans OK except #'s Xg -Setbacks- Ease men ts-Flood-Slope 2� Main; Soils-Elec. Grnd.- " tg. Depth 3--Ftg--Garage; Soils-Steel-Elec. Grnd.-��Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth mwalls, Main; Steel-Blockouts-Wrapped 6-•Etefhwalls, Garage; Steel-Blockouts-Wrapped 6a. HqIdDowns and Special Anchors lab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O- ,ewer 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -fns. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Z Z Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 414"ater Htr.; Vent -Access -Combustion Ai $affle Water Pipe; Test & An r -Nail Pr ection D.W.V.; Test -Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Date Ca B71 Date Card B-1 Date Card B-1 J Date Card B-1 Date b"LECTRICAL (Permit) OK except #'s -.22:-Fixf6re & Transformer Clearance -Ins. Protection lec. eceptacles Spacing -Lights & Switches at Doors ize Bo es & No. of Conductors -Stapled mex Installed Close to Edge of Studs & C. quip. round made u ech. Fastner -B Gas & Wa Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size 12J ga. Cu or AI- .C. Wire Size /4 / ga. Cu 29. Range Circ. / / ga. Cu or�Al:pven Circ. f%a ga or Al. V d(iYA sulated Neutral 9.'Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect ip. nces Panels-Motors-Mech. Equip. CI Closet Light -Shower Light -Spa Light Smoke Detector Date /; Card B-1 �C//J4 Date Card B-1 Date Card B-1 Date Card B-1 Date At -MECHANICAL (Permit) OK except #'s Insulation & W ent Fan; Exhaust above insulation Abe& Condensate Drain & Overflow; Size & Grade L27 Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 z Date Card B-1 Date FRAMING (Plans) OK except #'s Sils, Proper Material & Anchors h9 -Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 141 n Walls over Girders & Floor Nailing Lse'2. Dr t Stop in Walls (rat proof) Wire Stops; Furred Ceilings -Stairs -Chases -Tub 741­H�aders & Beam -Size & Bearing Date FRAMING (Continued) Ha ers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Rfng. l ireplace Ties or Type A Flue -Fireplace Throat clearance 44. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hat. & Dimensions L&O. Garage Fire Protection Framing 54-42fepe4y Line Firewall & Openings 432. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits b3 �Yatis Width -Headroom -Rise -Run -Landing -Fire Protection Jp6plyw on Roof Overhang -Attic Vents -Rafter Outriggers -Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic. ear Walls; Nailing -Bolts 59. Irsulat(on-Walls-Ceilings 41J Z - i6 iltration-Walls-Windows Date / Card B-1 Date Card B-1 Date t) Card B-1 Ld Date Card B-1 Date FIN Plans OK except #'s 1. Ext. Steps -Door & Sidelight Protection -Landings t 6 . r�r oke Detector Lfis"Furnace; Vents -Clearance -Comb. Air-Connector- Ia,Gacagei-Above Floor-Ducts-Mech. Protection 6 droom Exiting F.1. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels ails Fireplace or Stove; Clearances -Hearth L.Elec. Outlets at Wood Panel; Int. & Ext. 17f)lKit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance LP--flec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closer Duct in Garage -Damper Intr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location (�6! Ems. -Receptacles in Garage; (G.F.I.)-Romex Protection '1-77. Insulation -Foam -Looked in Attic ❑ Yes 7 uar ails & Deck Construction -Post Caps —vents & Crawl Hole Door- rainage & Wood -Earth Clearance Looked under FLQdr ❑ Yes l 80. Following instl�'brive Yes ❑ No; Walks P'Yes ❑❑ No; Planters L Yes ❑ No Stucco; Brown -Fin A. nit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to L84. -Water Well; Disconnect, Electrical, Plumbing U18.1 erior Elec. Trim; G.F.I. Receptacle -Underground / entilation Throuqhout House C§P�.orrextions from Previous Inspections as Test -Meters Taqqed; Gas -Electric LAO.-Watey& Sewer Connected -C/O to Grade -HD Approval /9,X Energy Compliance Certificate -Other Certificates Date/ Card B-1 Date Card B-1 Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Commend at Final: (NOTE: An entry must be made each time you visit job site) M RUT Owner Permit No. �1-6v-tea ENERGY CERTIFICZN OCATIGN . f DESCRIPTION OF INSULATION. ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL . NO. .1 MATERIAL TBERGLASS BRAND NAME CERTAINTEED 0!3 THICKNESS ko-jq-1 THERMAL RES. Ve-- t CEILING BATT OR B-14 "I[T TY BRAND NAME CERTAINTEED — THICKNESS. �. 0-4-P6Lb--- THERMAL RE LOOSE FILLT4PE INSUk-SAFE I-IIBR ' AND NAME C4RTAINTEED THICKNESSUd—L.UD 4 s O THERMAL RES. ;4::.—L FLO . OR,ELEVATED 14 MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS THERMAL RET. FLOOR, SLAB MATERIAL.. BRAND NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL. MATERIAL' THICKNESS BRAND NAME THERMAL RES. I HEREBY CERTIFY THAT THE ABOVE INSULATION . WAS INSTALLED ALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE' OF CALIF. ENERGY REQUIREMENTS. SHASTA INSULATION INC. X550'' FIRM. NAME/OWNE STATE CONTR. LICENSE NO.. t -2- z4 I hereby certify —the above* insulation and all required i—ems as shown ..on the Building Depart. approved plans and.attachments hai-c- ',leen installed as' required by the State of California. LTIErgN.Requirenleits. All equipment', devic.es*and ,materials are of the qualiiv prcscril)ed are specifically Approve.d.b'v the State of Calif. qq --- C-6--23- ---------- t -Q - ------------- �FFIRM Ni WNER (PLEASE !)R'1 NT) cT A TE C ON! EA!"! SIGNATURE OF GENERAL C0N7RACTOR/0VN1"), OF This certificate 'must be on file with the Bl:]LD1 NG 1)r1'1A1'1'111-;N'1 prior t final inspection.approval and a. co'j)v shall be posted with, the !)L! d ]dint JANUARY 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 3v - MIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date / Inspector -/ L/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS -196 Memorial Way, Chico — Phone: 891-2751 7 County Center.Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 re T. CORRECTION NOTICE ER _q_j AIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correct' 'of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. /T" rr— 1 : q4-=' RF- � Z r olleo.g-4� 134zF� < Date 2 Inspector I�%/� ."�+'+:R"'4'if�C:'.-.. - .. -, .-s .- - � __ y`�:•;�:y'2.+v<�:4w.r.:m2K7+a5�'.3y�-`:.4':�Jars'=".,°".Ft:-"��.�`�+a' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS _ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNED PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when cor ection of work is completed. If you have any question pertaining to this matt r"need additional explanation, please contact this office immediately. lXi > u ,4b e3 o h h -V i►� e—((, /r ,(i /ACL • /.�•� ltieY - G%�i s G c.J � Y'•C 07��fn� G7Z WA N.7� , l./.- "-7 a _ , _ 'L "a „ fy`,-' i/_ _ IF- L- � L.1 Ali 1S T-6 a,--' 1 r' r�'1,,.v Y Date—%//,OInspector ®C^_.CRs--a�.e..tr*...rr`c..`s5 Ww'tic++•�.s.xNz�•�} -tw`�+r..'�.'v'sw7-zs�a.s�ta', I'�•w'Y' � ..,. . COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE Vo.tA No w i",, ; c- l —wo- OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this n matter, or need additional explanation, please contact this office immediately. l'lz,- �S Date—?Z/ % 2 Inspector ,�C/ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. i 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 ~• APPLICATION -AND PERMIT QL* ASSESSOR PARCEL NUMBER _ _ ZONING BUILDING PERMIT OWNER Don Van Nortwick TELEP ONE 894-96813 SQ. FT. OCC. BUILDING VALUATION 156 R 126,240.00 OWNER'S MAILING ADDRESS 3772 Durham Pents Rd., Chi B 843 2. CONTRACTOR'S NAME TEL HONE Su erior Construction - (�M 668 COV. 3 340.00 58.00 CONTRACTOR'S MAILING ADDRESS 1136 Oakdale St., Chico 95928 Fireplace 3 3,000.00 CONSTRUCTION LENDER Sacramento ngs UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Cohasset Rd., Chico Permit Fee $ - ARCHITECT OR ENGINEER Robert LICENSE NO. Plan Checking Fee Ener Plan Checking Fee Energy g ARCHITECT OR ENGINEER'S MAILING ADDRESS 2044 Palm Ave. Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ei,'� t Each Trap 10 2.00 91 EILJ7011� Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME 8 Cory Canyon Ranch PARCEL MAP L/ O Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 1 5.00 5-00 Mob le Home S I G I W 10.00 e TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation❑ . Other ❑ Describe work: 3 Bedroom - 2 Bath _ Permit Fee $ 7-1.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 VOR AMP ORSLESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ® I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license Is In full force and effect. License No. y�1' 87�i Classification S ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as th(Sece owner, am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING o \\ OR ADONS. ACC. BLOGS�/ X 21h QSq ft NEW CONSTR ULT I. NON.RESID BRANCH CI 2.50 ea % POWER APPARATUS B SINGLE OUTLET CIR. EX. Occup( OUTLETS OR FIXTURES 20®506 P BALD 30 FIXED APLNS. EX. OCCup. OUTLETS PRESID.)REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department U� a Certificate of. Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating 100K BTU 2 16-001 12.00 Split Zone LPG I Cooling 1 - 3T 1 - 31T 1 17.00 17.00 Hood Down Draft 1 3.00 3.00 Ventilation 3.00 15.00 Permit Fee $ 7.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 agairLs�t-snaclh�f, in consequence of the granting of this permit. X�-f +���� Date f$ Signature of Applicant - Owner ❑ Contractor ❑ Agent ® An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in Mobile Home Installation Fee $ Energy Inspection Fee $30 O0 c �7 CONS YPE �� FEE $ 1 6 12 .25 TOTAL AL E 1, 6 , HAz CUA��J PARK - IssuE This permit is Hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI C R OF -PUBLIC WORKS By Date 2 PERMIT EXPIRESDate �`""' 2height. Receipt No. ✓ ' a WNITE-D.P.W., YELLOW-ASSESS0R,'PINK•INSPECTOR. GOLDENRO APPLICANT i, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville.'California 95965 - Telephone: 916/536-7541 APPLICATION ANb PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER oc-os ZONING e-- BUILDING PERMIT OWNER O K) IJ �����1�`� TELEPHONE 8g&$f SO. FT. OCC. BUILDING VALUATION R. L -® OWNER'S MALL�� tDDRESS E�.�TZ V&D C,141 co ?,Vt7E CvJNT(Ly rjTot?.C) 3 M — f Q `o CONTRACTOR'S NAME Svp�2lo ST v�T�ov� TELEPHONE 3 3' c� 3,31-10 CONTRACTOR'5 MAILING ADDRESS 3Cv. 06V- UA ST - 41 C10. . R5y ZS Fireplace 0 010 CONSTRUCTION LENDER GAOIMUS UNKNOWN Total Valuation 1 $ f fly 11 -L— Filing Fee - $ 10,00 LENDER'S MAILING ADDRESS O SSE T ILD . Permit Fee $ ARCHITECT OR ENGINEER Rb T 1A6-RTo" LICENSE NO. I Plan Checking Fee $ Energy Pian Checking Fee $ ` �• ARCHITECT OR ENGINEER'S MAILING ADDRESS / '204{ 'PfthA 1/6. Q4(CO RSjiZ(a Penalty $ BUILDING ADDRESS " Permit fee $ 44i PLUMBING PERMIT Filing Fee 10.00 r ©tZtS IJOi' �T iSSSI(�NCi� Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 8 5 DIVISION NAME n �(Z C►41J\1Oti IZwcf�c.!-� M ARCEL P Water piping I 5.00 Each qas water heater or vent f 5.00 ° USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G VV 10.00e TYPE OF WORK New i[Z] Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 �DIZIL& • %i R Permit Fee $ 3 = Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service SS 8000 AMP AMP 10.00 0 DD Main service EA. ADD'L too AMP 2.50 1 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ® I am licensed under provisions of, Chapt. 9, Div. 3 of the Business and Professions Code and my license is in.full force and eSfect. License No.Classification 13 I[ � I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business.and Professions Code for this reason NEW CONST. DWELLING OC P OR ADONS. ( ACC. BLDGS. o '�2¢Sgfi NEW CONSTR. ULTI.OUTL T N ON.RESID 9RANCH CIRC ITS 2.50 ea POWER APPARATUS e (POWER OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2eAL6 LI3C 30 FIXED Ex. Occup. OUTLETS PIRESID IREA.� 2.00 Temporary service 10.00 e Home Facilities Mobile 15.00 MibVirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less.' {� I have placed on file with the County of Butte Building Department 4� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT' FiIingFee 10.00 Heating /JACI Z a '2 5,0&f-9--a-,L Coolin r g Hood J e, A 1 r 3.00 3' Ventilation Jam'1 L permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyor 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 agalns In consequence of the granting of this permit. 5//,5 /qD X� /1��� Date/ Signature of Applicant — Owner Contractor ❑ Agent ty/f An OSHA permit is required for excavations over 5'0" d ep and demolition or construct- ion of structures over 3 stories in fight. Mobile Home installation Fee $ Energy Inspection Fee $ -3r0 ��- occ, CONST TYPE -Z TOTAL FEE $ 1124 HAz I CUA PARK SCHL FAD I PAF PD 1 HD I ISSUE Th;s permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees hDIRECTOR OF PUBLIC By PERMIT 'EXPIRES Date the applicable provi- resolutions to do have been aid. p WORKS Date Receipt No. 5-5� L COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. ''JJ OWNER /?'1 �'`r./ V/�,�!'Va2�fJi L % A. P. No. 7 6 — Off`") Proposed Building Use %+/�.l �/�2 Sly Building Inspector LSA Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... Statement of Intent for Non -Heated and AC Buildings .............. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data includin9ma of t rs installation Ql�--- instructions....... �J. ��-�... /�/i Fees of $ �.. i�- �� L ` . a 2a Chico Urban Area fees paid ...................................... 12. Park fees paid .................................................... 13. School District ees paid .............. %- Z2 - 9U cc) Sanitation approval from �n� u�)L Health Department�i�l 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date)ns ... 21. Contractor's license information (No., Name Style, Classificatio. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. Recorded copy of Agricultural Acknowledgment Statement ......... 2 Lette of signa ure authorization ... ,jj....../� u a n & utr(A � VV 1 •lQ h 27 t . y Issue the permit, process as follows: Mail to owner. Mail to contractor.!. Telephone 7 — yT''2ind hold for pickup at j�f C;Zffice. Deliver w/inspector. Other -a Applicant Date S Q Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to it issuance: (Circle new item not checked above). 1. Index permit for above items No. Ok 2. Additional items required: r W) A -r C-4 e {7 C 7,A /A f "e A O, 4 S &_., 51iS k /-A / Z , Z.- — n - / V/� Contractordesi r owner, was advised of above required data by �one�nail—counter by .date Contractor, esigner, o r, w dvised of above required data by_phone mail_c unter by� date Plans checked by Date Plans approved by Date ,Sets of plans on hold ini:ftFile cabinet AP folder Copy—DPW 1 TO. Buildinv Department FROM:. Environmental Health SUBJECT: Sanitation Clearance .Owner Location c Plan Approved for: Sewage Disposal .� Water Supply Hold final for: Water Supply. Final clearance O.K. for: Clearance fore bedroom mobile ome. Other NOTE * * * - Water Supply Sanitarian 'Date 7.,. BUTTE COUNTY SCHOOLS DEVELOPMENT -FEE CERTIFICATION''FORM - (One Form per Building) A.P. Number W- 60-00'3 Building -Department No. C J -If c' SchoolDistrict,'6 U2 / /'9 "') City D County ® Jurisdiction Property Owner Project Location/Address, f Li, i4f, /?,0) Go'q Y Subdivision C04Y Cn,-) y:�'l �ip,JG Lota Number ' Residential Development: Sq. Footage 3 # of Living MHI Addition (Group R') Units Commercial/Industrial: 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Bu:ii -"Department Representative Date (Floor Plans reviewed by School District Personnel) District Id No. �Gc�/)Q�n ��/L�ii✓ School District certifies that �r, �roy�r5 � ��oz�Yl C� fes- � .� 5�✓� - �.3 to (Applicant Name) (Phone Number) Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. F %-S by the -payment of $'�, 9�. �jfo representing/rS square feet. of District Representative Date PAID BY CHECK -NO. REMARKS: ' BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) ' i .COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICAT,!.ON AND PERMIT PE MIT NO. ASSESSOR PARCEL NUMBER —60-008 ZONING _ BUILDING PERMIT OWNER Don Van Nortwick TELEPHONE 894-2681 SO. FT. OCC. BUILDING VALUATION 20 R Qx+00 OWNER'S MAILING ADDRESS P.O. Box 8959 Chico 95927 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS 1116 Onkdnl P St 14ioo-95 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 800,00 _ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $15.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ • BUILDING ADDRESS Permit fee c/. 'SFO . 00 $40.00 PLUMBING PERMIT Filing Fee 10.00 9896 Cary Creek Rd, Ornmillp Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF[Z Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑' Addition E] Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ReV1SiOn of 'R P #15 ,.0-90 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR1 OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 ` CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license IS In full force and effect.SINGLE License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING oCCUP.&) OR ADDNS. ACC. BLDGS. X 2rh¢sgft .50 NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CRC:" RC ITS 2,50 ea POWER APPARATUS & OUTLET CIR, Ex. Occup OUTLETS OR FIXTURES 20@50¢BAL@30 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID•) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions.of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said -County in consequence of the granting of this permit.I� X � Date %I 1 19 Q Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over '0" d e an demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ cc P113 CON T P TOTAL FEE $ 50.50 HAz cuA PARK scH FLD PAR PD HD Is This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees IR ET OF P B IC BY PERMIT EXPIRES to the applicable provi- resolutions to do have been paid. WORKS �t ate Receipt No. 70760 Q�.� WHITE-O.P.W., YELLOW -ASSESSOR, PINK-INSP TOR, GOL - PP ,CANT �fievya'... .. !I •j;r'`��F:i�.'�i, .;•lha4•.�n` .�{frt.ra '"3.i�.,,�., .`. j. !,�•. . ��1�. w'.�,n �r r'.a. I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR P C L NUM ER — 6 —Q Z BUILDING PERMIT OWNERC ^� /v A/O /�K U U /!/ g t+ G� SO. FT. 0 BUILDING VALUATION OWNER G ADD R _A= O�j� S+��1SF 91z E CONT ACTOR'S x/ Dl2 O�/S /L PHO E CO T. Af�T 5 MAI N/G1 A,D/DRESS J rr /`�19 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is O LENOER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ , jJ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ S QD Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ Oic) CESS BUILDING ADDRESS �O Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME ____TPARCEL MAP Water piping 5,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1 10.00e TYPE OF WORK New❑ Addition Rem a Utilities Installation[] Other ❑ Describe work: / ` r 3O Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP 1 OR ORSLESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 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 compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&) OR ADDNS. ( ACC. BLOGS. / , /2osgft , NEW CONSTR. ULTI.OUTLET NON.R ESID BRANCH CIRC ITS 2.50 ea (PO\vER APPARATUS e) SINGLE OUTLET CIR. ( Ex. OCCUp\OUTLETS OR FIXTURES 20050C 5AL@30C FIXED APLNS. Ex. OCCup. OUTLETS PIRESID.IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ ZO, WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department 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 W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of.this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONSTTYPE TOTAL FEE $ HAZ CUA PARK scHL PLo PAR Po Ho i ISSUE Th;s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLOENROO-APPLICANT ....rr)'"S.�..Tari,,-;;f.,-r+�,r#;i"rc•..^'�nxrtf�� "' tr- .1 r.i-tri r.'i' r 'eZ ,. `� • ., -��" r}��L-�.'`}r'�^ t• �"e ��'7T/��'�rY" ti'•�'�-, ,,,i�i..��..�' rt r...(j,�i �.'ir .1 1 • ' COUNTY.OF BUTTE - DEPARTMENT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET ,�/ n _ Permit No. OWNER //q/" /�D/�- o. A. P Wa �7 (o `a0 Proposed Building Use �6 V Building Inspector Date �U At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions........................................................ 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... e2�Park fees paid .................................................... 4S6District fees paid ..........�O).e. . . Sanitation approval from ' Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When ou issue theermit, . rocess,as follows: Mai t, �yner. Mail to contractor. Telephone 3 and hold for pickup office. Deliver w. /inspector. Other Applicant vl�V�f Date Z;7 C Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent _Health. Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—mail counter by ..date Contractor, designer, owner, was advised of above required data by—phone —ma ll --counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder Date Nw BUTTE COUNTY SCHOOL'S DEVELOPMENT FEE CERTIFICATION FORM (One Form -per -Building) A.P. Number 4V1 -(a0 -670g1 Building Department No. School District City D County M Jurisdiction Property Owner 494) 4/ V /yo If -70L 4<11/C./� Project Location/Address Cele- /Z41 12 9 � Subdivision Lot Number Residential Development: a � J ,�/� L Sq. Footage %G•e # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition'(Including Exterior Roofed Areas) Building/Department Representative Datef (Floor Plans reviewed by School District Personnel) District Id No. XZAI�� G/ �a. �t School District certifies that (Applicant Name) (Phone Number) (StreetAddress) (City) (State) (Zip Code) has complied with the requirements of Resolution No. aaff 6% S"f by the payment of $ representing square feet. Q-,,' Zx w S- 'ool District Representative Date PAID BY CHECK NO. REMARKS: v�U a BANK NO PAID BY CASH white -applicant/, yellow -building department, pink -school district SCHOOL.FEE ('8/88) RESIDENTIAL- ?' 41-60-08 2107-90B VAN NORTWICK, Don 2826 Cory Creek Rd, Oroville Contr: Superior Construction (retaining wall) JOB FINALE Signature J=OK O = Not OK - = Not Applicable MOBILE HOMES ' =Not Ready ' Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / P'Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-hoofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Linins 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK - = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -BI ockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders &Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing P ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic. 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown•Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; PIbg.-Appliance-Firep lace. -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTS - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville,-California 95965 - Telephone: 916/538-7541 2107-90 / APPLICATION ANO PERMIT AS ESSOR PARCEL NUMBER 41-60-08 ZONING A5 BUILDING PERMIT OWNER Don Van Nortwick TELEPHONE 894-2681 SO. FT. OCC. BUILDING VALUATION -1000 OWNER'S MAILING ADDRESS 3772 Durham Pentz Rd. Chico CONTRACTOR'S NAME Superior Const. Tom Provost TELEPHONE 343-4364 CONTRACTOR'S MAILING ADDRESS 1136 Oakdale St. Chico 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER Robert Heaton/1 LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 2044 Palm Ave. Chico 95926 Penalty $ BUILDING ADDRESS 2826 Cory Creek Rd. Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Oroville Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP ✓ ' Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeK3 Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New n Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: rPtai ni nR ural 1 —rafar t-0 permit #1539_40 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR1 OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE � License No. z{�I iR `�-1 Classification J {7 ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.& OR ADDNS. ACC. BLDGS. , 2/x�sgft NEW CONST R. UTLET NON.R ESID BRRAANNCCHHCIRC ITS 2.50 ea POWER APPARATUS R OUTLET CIR. EXOccu . o Occup(OUTLETS OR FIXTURES 20050c BAL®30 FIXED APPLNS. EX. Occup. OUTLETS IIRESID )REA.� 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the. W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 CCIn consequence of the granting of this permit. X l.(T/�+y���'"� /_ �� 11 Date (�i Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL TOTAL $ FEE 67.75 HAz CUA PARK EL PAR PD HD Issu This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DI OR OF PUBLIC BY PERMIT EXPIRES ate the applicable provi- resolutions to do have been paid. WORKS ate Receipt No. 66099 WHITE-O.P.W.. YELLOW-ASS(SSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT J 4.,�n__, _.vt^� 'y-�....Yr..v''-� �A!!a—c.�:.�i,:;l"�!� �:a�"� i-.•'�N3:?..c,�'' r COUNTY OF BUTTE - DEPARTMEN�T;WF UBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE: OROVILLE, Q4t-1FQRPRA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. CLL v OWNER A. P. No. QI—�PD"OPS Proposed Building Use St; 12— YAG iNL9 .M -Y4(1 Building Inspector Date %-22 90 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: {• DATE RECEIVED APPROVED 1. All items have been submitted. .. 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate; signed- by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions .......................... x ... ............... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from �)2(S Health Department Zt 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required . Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ................... 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization .................................... 26. J 27. When you issue the permit, process as follows: —Mai l to owner. Mail to contractor. Telephone 343-4364 and hold for pickup at office. Deliver w./inspector. t Other ApplicantDate x'22 96 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By ' The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: �,r_c .iZj ,-f i' , Contr, or, designer, owner, was advised of above required data by phone�nail_counter by-6p—..date Contractor, designer, owrier, was advised of above required data by_phone_mall ter by date Plans checked by Date Plans approved by Date Z t� Sets of plans on hold/in File cabinet AP folder Copy—DPW7- 3 ?O C411£C' /' IUSrS °'.. ,, TO. Building Department FROM: Environmental health SUBJECT Sanitation Clearance Z�21, Owner Loca on A?# Plan ,approved for: Sewage Disposal �- Water Supply Hold final for: Water Supply Final clearance O.E. for: Water Supply Clearance for bedroom mobile home. Other Lb f SOT$ ,a f . Date Sanitarian �— COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PE MIT NO. 7 County Center Drive - Orovillei-Califorbia 95965 : Telephone: 916/538-7541 ®�= go APPLICATINA!"i PERMIT ASSESSOR �P'1ARCEL NUMBER U I I I ' - Q V ZON NG - BUILDING PERMIT OWNER Don n Van Ivau � w ick TELEPHONE e94- Z68 I SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING AOESS 37 7'Z �%C!/L h z dP - (o CONTRACTOR'S NAME • TELEPHONE 3� - 3 64 CONTRACTOR 'S MAILING ADDRESS II d(¢ d_ - G 9'�'L Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ a ARCH TECT OR ENGINEER -' VC LICENSE No. C Plan Checking Fee $ ARCHITECT OR ENGINEER'S NfAILING ADDRESS O [p (o Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS' Permit tee $ (07 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex[]Mobilehomeg Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.Ooe TYPE OF WORK NewW Addition ❑ Remodel❑ Utilities❑ In_s/t�allation❑ Other ❑ Describe work: ni fZeAU 1 D� J1, JtXX(/1 'Z V2Affi 1L �53 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 aOR LESSOR 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 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 compen- sation, 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 contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUPM OR AODNS. ACC. BLOGS. Yvtsgft NEW CONSTR ULTI.OUT LET NON•RESID BRANCH CIRCUITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. OCCup(OUTLETS OR FIXTURES 002AL@3t eL@ 30t FIXED APLNS Ex. Occup. OUTLETS (RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15. 00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State,Laws relating to building construction, and hereby authorize representatives of the County ofocc Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ I CONST TYPE TOTAL FEE $&%-7S HAz I CUA PARK I SCHL I FLO PAR PD HD ISSUE Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No.�640010 WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Ma Noel' -TW GSL jy)C-z: .67-20, C-01"Ic, ",4501V/7 -y - ka, CF;,44 .50 "v/ atzoor B. C�3 0 �D :z (C -9192t / W/011( (rupc e VEATI CkL /ZOAI/c, g4 -e 2=81' O.C. HOPZOIV7,�t. /20MC, 1# 4 C, '21-. 8" ol C, #4 'Doivel-ze (At / C -V 4j/ Vi-_744,-7AF,' i -I Alt C -a' r r, Z 4- BUILDINGD. PA ROBERT B. HEATON Architect APPPOV 0 q 2044 PALM AVENUE v GRICO, CA 95926 3AI.803% W A L L C jl . S S P - Robert D. McGhie SE RETAINING WALL PROGRAM JOB: heaton 7-20-90 .2:1 slopping backfill WALL MOMENTS & REINFORCEMENT Masonry strength = 1500.00 psi �// Design is HALF stress 4' Reinforcing steel allowable stress = 20000.00 psi Reinforcing steel cover from soil to center of steel _ 2.00 in Dist. above top of footing Shear/ft. Moment/ft. As/ft. required 5.33 feet 0.0 lbs 0.0 ft -lbs 0.0640 sq. in. 4.67 feet 9.9 lbs 2.2 ft -lbs 0.0640 sq, in. 4.00 feet 39.8 lbs 17.6 ft -lbs 0.0640 sq, in. 3.33 feet 89.7 lbs 59.7 ft -lbs 0.0640 sq, in. 2.67 feet 159.6 lbs 141.7 ft -lbs 0.0640 sq. in. 2.00 feet 249.5 lbs 276.9 ft -lbs 0.0640 sq, in. 1.33 feet 359.4 lbs 478.8 ft -lbs 0.0640 sq. in. 0.67 feet 489.3 lbs 760.6 ft -lbs 0.0894 sq. in. 0.00 feet 639.2 lbs 1135.6 ft -lbs 0.1361 sq, in. 'JOB: heaton .7-20-90 '2:1 slopping backfill Robert D. McGhie SE RETAINING WALL PROGRAM WALL PROPERTIES Wall height from top of footing = 5.33 ft Wall thickness.at bottom = 7.63 in Footing width = 3.75 ft psf / Footing depth = 12.00 in psf Distance from the HEEL to the wall = 12.00 in lbs Key width = 12.00 in ft -lb Key depth = 14.00 in lbs The key is located at the = -37.81 ft -lb TOE Concrete weight = 150.00p cf Masonry weight (wall stem) = 135.00 pcf SOIL PROPERTIES AND LOADS Height of soil from top of.footing = 5.33 ft Equivilent fluid pressure = 45.00 pcf Angle of internal friction = 27.04 degrees Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained soil weight = 120.00 pcf Wall -soil coefficient of friction = 0.25 Coefficient of sliding friction = 0.40 Passive pressure is TRIANGULAR Passive pressure = 250.00 pcf Weight of the soil = 120.00 pcf / Axial wall load = 0.00 plf RESULTS Factor of safety for overturning = 2.60 Factor of safety for sliding = 1.56 Maximum soil bearing pressure = 895.47 psf / Minimum soil bearing pressure = 203.19 psf Wall shear (at base) = 639.20 lbs Wall moment (at base) = 1135.65 ft -lb Key shear = 461.81 lbs Key moment = -37.81 ft -lb AP Lik-(00-008 OWNERS NAME:%//bz:�_ RECEIVED BY: PE PM�NUMBER: A.P.# (/RESIDENTIAL NON RESIDENTIAL RECEIPT # DATE: TIME: FROM DATA SHEET v REQUESTED BY PLAN CHECKER _ ENGINEERING OTHER REQUESTED BY CORRECTION _ YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner Mail to contractor Call and hold for pickup at the office. -Deliver with next inspection. - REVISED PLAN CHECK FEES PAID: $15.00 ..3 $30.00 ditional Fees Not Required t W RESIDENTIAL f-� . 1 1 41-60-08 3769-90B,P,E VAN NORTWICK, Don 2826 Cory Creek Rd, Oroville Contr: Adonis Pools (swimming pool/sf) Igig �O JOB FINALE Signature V=OK O = Not OK, Not Applic = NotReeaadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'Vft. / /"Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s - 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s ;,J-.-§etbacks-Easements u oils; Compaction -Structure Stability a/3�Pool Structure; Steel -Connections -Thickness Dead en -Lining ec. eceptacles and Lighting, Distances-GFI eq.; Pool Lighting; 15 volts-GFI ec.:Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 48r-Ere—c., Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-PaneIboa rds-Ins. to Main in Conduit 9. He!2 Department Approval r1 umb.; Cir. Test -Water Supply Test Date 24 Ya� Card B-1 Date Card B-1 DatQV/Zq , Card B-1 —Date Card B-1 , J=OK O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. O.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearinq (NOTE: An entry must be mac Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: e each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OrovilJe;`California 95965 - Telephone: 916/538-7541 APPLICCATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 041-600-008 Z ING 5 BUILDING PERMIT OWNER Don Van Nortwick TELEPHONE 896-1756 SO. FT. OCC. BUILDING VALUATION 20,000 OWNER'S MAILING ADDRESS 3772 Durham Pentz Rd — Chico CONTRACTOR'S NAME Adonis Pools TELEPHONE 891-1197 CONTRACTOR'S MAILING ADDRESS 956-C Kovak Ct. , Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 20,000 LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 146.0OH&HO ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2826 Cory Creek Rd. Qiiii: o Permit fee $ 171.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 5.00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Qunite pool — pool master plan 505-88 Permit Fee $ 15.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10OR 00 VAMP AMP 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professlo Code an Y, license IS In Lil f0� and ffect.SING License No1 Classificatio ❑ I, as the owner, or my employees with wages as their sole compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. SLOGS. I 2/zQsgft NEW CONST R. ULTI-OUTLET N O N.RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS .&) LE OUTLET CIR. EX. OCCU OUTLETS OR FIXTURES 20@50e eAL030 EX. OCCUp. FIXED OUTLETS (PRESID,)REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g ool electric 15.00 15.00 Permit Fee $ 2 '.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ •,. Contractor r I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and 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 kee harmless the County of Butte against s¢s, a �xp�es which may in any way accrue all liabillt'es, judyme ;6pe st Id nt cqu n e of ting of this permit. X ��/- `��' ?' 6 Dater ignature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE 211.00 cuAPARK SCHL FL P HD Issua This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY P IT EXPIRES Date. the applicable provi- resolutions to do have been paid. WORKS Date /Z- l- Receipt No. 84176 WNITE-D.P. W:, YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ' COUNTY OF BUTTE - DEPARTM&MT,.,-OF-.PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROV�LLE,%ALIFORNIA 95965 - TELEPHONE: 916/538-7541 ' PERMIT APPLICATION DATA SHEET Permit No. OWNER YI (J"vy) a ntwich. A. P..No. D41- 600-008 Proposed Building Use Building Inspector /ecu Date /0-Z9 9(� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted........ . -0—AL2. Plot plans in duplicate/triplicate, signed by preparer of plans ...:. . 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... ; 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions.......................................................} 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid .............. 1 Sanitation approval from _M(3 Health Department -%i) City of Chico plumbing permit ...................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy'of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. v Mail to contractor. Telephone and hold for pickup at office . Deliver w./inspeCt& F Copy of Haz-Mat form sent Health Dept. Fire Dept. . Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new, item not checked above), 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required dat' ay_phone_�nail_counter by ..date Contractor, designer, owner, was advised of above requi,red data by—phone—mall-9 unter by date 4 Plans checked by Copy -DPW Date Plans Sets of plans on hold in File cabinet AP folder by Date -1 TO Buildir-10 $epartment FROM: Environmental Health SUBJECT:. Sanitation Clearance Owner CLocation AP# 'Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.R..for: Water Supply Clearance for bedroom mobile home. Other NOTE * * * Sanitari n Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APP�,IGATION AND PERMIT PERMIT NO. ASSESSOR PARTE NOUf-1B E�2o 6+ U 8 ZONING BUILDING PERMIT OWNER V Der UdL Nm�'( It k T LE PHONE w (a ^/,V�! SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3-71 Z Df., A)Aai Qe_A}4 o; k c. o CONTRACTOR'S NAME TTE'�LEPHONE �l1 W7 CONTRACTOR'S MAILING ADDRESS — e (6 v 9� 26 ' Fireplace . CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Zoo C �.�_. C�I.L_ Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP r .Water piping 5,00 5 Each qas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S T G W 10.00ez TYPE OF WORK New[:] Addition[] Remodel[] Utilities[] Installation Ell, Other ❑ .� Describe work: faAVL, P66Daudii� 42t" 04 JrD$ - 8a Permit Fee $ Sbb Contractor ELECTRICAL PERMIT Filing Fee 10.00 OR L Main service 6100 VAMP OORSLESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑I am licensed under p provisions Of Cha t. 9, Div. 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 compen- sation, 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 contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADO'L too AMP 2.50 NEW CONST. DWELLING OCCUP.r, OR AOONS. ( ACC. SLOGS. ) hTsgit NEW CONSTR ULTI.OUTLET NON-RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS e ( SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20930t ALS 301 FIXED APLN5.e Ex. Occup. OUTLETS PIRESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring6 y� 2Q „ 15.00 Permit Fee $ , WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant —:'i,Y'_=Owner❑ Contractor❑ Agent An OSHA permit is required,foi,excovotions over S'0" deep and demolition or construct- ion of structures over 3 stories'in height. Mobile Home Installation Fee $ Energy Inspection Fee S OCC I CONSTTYPE TOTAL S 21I.6D FEE HAZ CUA PARK scHL FLO PAR I Po Ho Issue This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT. EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS - Date Receipt No.' '7 6.'::'- ' _ - -... WNITC-O.P..W.. YELLOW-ASSC330R, PINK -INSPECTOR; GOLDENROD-AP►L I CANT "I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PEf3lillI CPERMIT NO/./ Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL N0. u ZONING A OWNER PHONE NO.,; NO. D.K. vA NoAZTw ---7 OWNER'S ADDRESS _ 0 `J J > LOCATION OF BUILDING 2 82 (o eXLEE V_ PID. , 0 2 U E S 1 (a �3- z 5-O' 6,E © RESIOPUCE ' �4_00 t 2oM M EAREST P rLpfEL-u t0 USE OF BUILDING Ho e /�2N SIZE OF STRUCTURE _ ! Z Zoga X - SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL ✓ CONCRETE THER ( pecify) �a QAfoa's ", fi t C� iP1 TYPE OF SIDING ROOF COVERING FLOOR TYPE ON I TE M E L- o N ct22r `fesI E ARrn+ ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspec ions, and approvals to comply with the requirements in effect at that time and before occupan . Date /�v Signature of Owner Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. Ice FLOOD PARCEL P.D. R OFING ISSUE F 4-"T _�� Director of Public Works II By Date PO White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS - BUILDING DIVISION f 7 COUNTY CENTER DRIVE - ORO.VILLE,: CALIFORNIA 95965 - TELEPHONE: 916/538-7541.! PERMIT APPLICATION DATA.,SHEET Permit No. ' ._...— OWNER �, %�:. V �� / � QJ�.W (L� �" A. P..No. Proposed Building Use /SNC C- �k�uilding Inspector �—S� / Date At ti71. ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: , % DATE RECEIVED APPROVED All items have been submitted. .. .... ... ............ ......... 2. Plot plans in duplicate/triplicate; signed. by.'preparer of plans........ ;. 3. Complete plans in duplicate/triplicate; {signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions.......................................................... 10. Fees of $ 3 ........................ 11. Chico Urban Area fees paid ........... .......................... 12. Park fees paid ........................`........................ 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec.request to e'xBuilding Inspector (Date) 21: Contractors license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you -issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 343'43LOLA and hold for pickup at CAIL(C) office. Deliver w. /inspector. Other Applicant Date 7/9. Copy of Haz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_jnall—counter by ..date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date OWNER'S NAME: 110 fj% VA /U 4/ O /e7- w / G / RECEIVED PERMIT NUMBER: 3D A . P . # : RESIDENTIAL NON RESIDENTIAL RECEIVED BY ` TIME , d ---------------------------------------- REQUIRED PRIOR TO.PERMIT ISSUANCE [] FROM DATA SHEET - REQUESTED BY PLAN CHECKER OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE Q YES Q NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address) Mail to contractor Call (Name and Address) and hold for pickup at Deliver with next inspection. office. REVIS PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees Not Required 1-/Jp- Fa /91 N ii 4 c mit cJS'S t s v N N FLare BUTTECOUNTY BUILDING DEPARTMENT A P P R 0 V E Q 5L'a - yv lop CHORD 2X5 FIR -LARCH 42 - - 3OT CHOROJ 2X6 -J F IR -LARCH 4C WEBS 2X4 FIR -LARCH STANDARD 11T. =WEDGE=2-XA3 FIR -LARCH c�M11 :-,tNNECTOR PLATES $MST BE INSTALLED IN ACCORDANCE WITH :Cl'OUIREMENRS OF I . C . B.O. RESEARCH FWPORT #2949. ALl_ PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 3EE ORWGS_ 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TOP CHOP0 SHALL BE LATERALLY.BRACEO WIM PROPERLY CONNECTED KJRLI NS SPACED AT A MAXIMUM OF 24' D.C. WTEDGF MUST BE CUT FMN ONE SOLID PI£CE WITH LONGITUDINAL GRAIN PARALLEL TO 801TON CHORD_ FOR PLATING RETAILS SEE CRANING 140. A131. ,4( BINA6ING @ 72" MAX. O.C. PEOUIRED, ATTACH WITH 1215d=rlA-Tl5_._BAACIOS IS�PAD IFiEfsllIfEO_IF A_RIt;IO-CE.IL1�1 IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL rO 13E SUPPLIED AND ATTACHED AT BDTH ENDS TO A SUITABLE SUPPORT BY EMCTION CONTRACTOR_ .:t 5X4 TC X -LOC L -R. 0.29 7.56 14.00 20.34 28.00 ,n D BC X -LOC L -'R: 0.23 9.77 18.23 2B_00 m J& BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. p ALL BOTTOM CHORD•SPLICES OCCURRING BETWEENN PANEL POINTS ARE TO BE LOCATEO AT APPROXIMATIELY 1/4 OF PANEL 'LENGTH FROM PANEL POINT (WITHIN 121 AMU SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE_ d CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT O ADDITIONAL LOAEIS, AT SPECIFIC LOCATIONS. O PARTICULAR CAAE IS ADVISED DUbIN6 INSTALLATION TO ErLSURE l"A P THIS TIAJ SS IS ERECTED PROPERLY. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TAIW_E B. IB. 4 9;yA R"12750 ti- 3.50` 14-0-0 114-0-0 -0-0 OVER 2 .s_T- TYP.=ALPINE .GN --105735 FIMISH,A COPY � ,.�� � c� tr=t cy A� � 1E I W9R�T 61NT # �# Naflt a®o aE +�sFassla� F�66 txi Cf @7w"" flit HESE 9EY67CS"Ism C6t 4Y! &EVIAYSm f9m 7 C7 O C=p "as ammm an off s1mfm No Man +6E "cm Im smsmm"w i—J' i=B MQ\A ne 10YAJIV 61fgmm asmr IN MI. AL4m OOouC*m F_= O E� l7 WE ttG161FxCvXn 4!W DP SOOK 64-VaN6FD 16981. %PCM t.7 PiC7 - wromm wonaEfYve ►'8 W am 6606 d� A. Q [.� 6/FLT' coxmwmw w mi"'Fams A EMR I'm .AVP i> gm m SM&K. M-OM IOWM AM 4' aaeat+a 2 fPE£ml'a MQUO E F26.�01, u�.t6o�ms Ism ton. t7PL,CYBHE vAo�rss 4v 600 ev" fco _ _ G A -=N C7 4c=:3 O—Tat « nUM RACE FEW! PE. FM ge GF THIS DESIGN '10 £RECTIC mono b cessm E7tTjam com 4ARMING In 1 61➢. Mmuw ram tIDp*cMOtar AR9 AEE "SS Ql aW T'oR 6a0EPJSM flFEWM MM%- sEmfmaEaw6. T6asa0 wamomm QOML tv OHM VKL SE %AIMULY omm "mm mavfxv x"Jo DA -In mnPoLmm. soup est► WU4 almO cmm OA ascm LS Amo Am tmoo. w .w ea- Trca6 CM94 CqM FIM PSC WEAnD IOWA. Na F'10. x-33 PWWIE COUNTY i INN DEPARTMENT �. 2 w_ .550- R 0 E L-1WRACTOR 15.3.4 SCALE -= 0.2500 DESIGN CA17: UBC REF ,fR427==J'f-073 TC LL 16.0 PSFDATE 07121190 TC OL. 15.0 PSF DANG CAt sAr, 7 80202001 CA BC DL QY .1'5.0 PSF Ch-ENfi_ k j TOT _Lt)_�46.0 PSF O/A LEN. 28-0-0 9 [3Un FAQ:_ 1 _25 PITCH r4.0/42, 9. 0 5PACING 24.0' TYPE COMN TOP CHORDtIZX61 FIRr-LARCH Ef BaT CHORDJ 2X51 FIR -LARCH (-#;21 WEBS 2X4 FIR -LARCH STANDAVO CONNECTOR PLATES 6Rl5T BE INSTALLED IN ACA:)MDANCE WITH REOUIREMENTS OF I.C.8-0. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 930 S 060/15OA–F FOR TYP. PLATE LOCATION DETAILS. CHQRO BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2�16d,_NAILS'_ _BRACING IS NOT REQUIRED IF A RIGIWMICT IS ATTACFt DIRECTLY TO BOTTOM CHORD: BM►CING–RATER3A TO NE SUPPLIED AND ATTACWD AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR_ _ X4. TC X -LOC L -P` 0.29 B.00 12.00 17.35 22.71 BC X -LOC L -R: 0.29 8.00 11.99 17.35 22.71 (li) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. TOP CHORD SHALL BE LATERALLY GRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.0 . CONNECTOR PLATES DESIGI<EO FOR GREEN Ll.R4BER PER NOS ?ABLE 0.10. 5X4 2.5X4 �J 4.00 BUTTE COUNTY BUILDING DEPARTMENT APPROVE - 4X.4 3-d3-7 R -4W70 bis 5.50' .--_ — R•8070 V- 5.50' PLT_ TYP.–ALPINE SEGN--107I44 FURNISH A COPY IF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE =_ x_2500_ ¢ v o 0 0 o a o O A-0VAE �. 0 "� *-*lMP0ATANTA* � Rw W 9= AAMING M 630 s= me owvzvmo sce � s�TrRTIsm ms mr menn&mi P .tag gars-�s :soars r� Ta.�Fa DESIGN CRIT: UBC REF R427--1150,9 TC LL16.0 PSF OATS 07/23190 C3 a O O e� s=s =s a 4 O a o o ��$a� o R a » C=3 c=3 e� o cs a o o UGS CIMVM W OW f�4E W HALO `W f'RIS� A ammesvorr leEi 't7Wfr� - WF TATO MQ 'COUFT tUIVXy w1to M Vn- ALMIM 7W, � sae ser=*_ AM ae W=ft im swan• Av 16MM �.� 93CM MOW >3a� 7E91d�6. %M Unum r# e� Mtt= w 95M "S arms A. SWsl � aaoo "L t£ tXWOLi l � eRYIr C�CWM T8 MIX G.MS •T � 400n 00 ATE VM SMWESLT 9"MOR �L OL"M oa SEAi4lS sem. efyaae mrs� :rte e' aeassri aetflt7�. s�aew.asE+. seTTs+ aano Ia>w xsse �asa¢ o+ ss■esxs asasm a vn� =wzw uw m eawicas a �Tvm as �M cm "MOM. W � �� � �4ilb �0 z<ss'B �T7 _ fle5iR1 � Ae f fE tEfffaMA TWE44fD tA�. CA 1 � TC OL 15.0 PSF /''� sc I L EF) 5.0 PSF TftT . LID . 3S . D PSF CABG CA CM27 �4�023 C BrEm 01A LEN. 23-0-0 FAC. 9.2_5_ --- �F - ru►s�sa_ :¢wea ssseesssanae sm,� eTsw � SPACING' 24.0+ e TYPE SPECT' 7-4 1 E68 2X4' F3N-LARCHt STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH ,IEOUIREMENTS OF I.C.9.43. RESEARCH REPORT 02949- -ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 S 160/16OA-G FOR TYP. PLATE LOCATION DETAILS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY COMECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. NOTE: 2X4 A3 HEN -FIR OR GETTER GON- TINUOUS LA-TERAL BOTTOM CHORD BRACING @ 72' MAX. O.C. REQUIRED. ATTACH WITH 2::,15U_ NAILS. BRACING IS NOT iEGUIfED IF A RIGID CEILING IS ATTAC4EO DIRECTLY 3D $t?TTDSI'CHORD�BRACING MATERIAL TD BE SUPPLIER AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTPACTOR. - 3 3X8 4 5X6 2.5X4 i 4X4 TC X -LOC L -R 0.29 8.35 12.00 15.00 21.06 27.12 54.71 BR X -LOC L -R: 0.29 8.35 11.99 15.00 24.09 34.71 SINGLE CUT WEB 0 -TC: 10 :2 EN13S: 1. 3.5. 7 '(UY� BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. ALL TOP CTORa SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FPDM PANEL POINT MTHiIN 121 AND SHOULD NOT OCCUR IN PAt4E--LS NEXT TO A PANEL POINT SPLICE. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.18. BUTTE COUNTY BUILDING DEPARTMENT A..PPR®VE® 3-4-1 J 2 R -1239f fi-- 5.50' 12-0-0 123-0-0 DDLT . TYP . -ALPINE SEit+-- 16231 FURNISH A Cctf C= -NIMPORTANY**D�� Efw a ttd C7 O 0E� "'go mow , e �6c rn" m loo 1♦AL[T>m1 r a d C3 a ars 0=0 No a sQFi M =='MEc 71108 11: INFORM a o o n �► tsc -M%I" man" am w wl. "Mmscm i a a c C= Mw s mwit � Rale r MR O&IM ep GMM OKJ o ��T a .00"wa OWL .wum 9 l xs A" QwK :aoEs it AMr w &=VE c cAM* ZOlOVXXM TO =rM SO= �- aFP � dwa• wr®t UMM aa� spa C= Miss o a�m1 asa.>as mi,� ,..�.e1aa OWLTSIMM 0 o a a a a m, ..� .. m2 aau. ,gym _ MAVE MO92 M .® - WAT20ML rzz- OF THIS OESIEN TO ERECTION CONTRACTOR IARNING v� A sw=m-w -aff-m . soxim � =MGM coalt.araTr No in "" aeawr• sat 1ewrw"t SHWAL fora- wM 410CM tea. ma>M 9"43 s QML MP oop esu_ sE uTaalt !N1® CA sow= oao In in +arm aaM qw as 10417r9w OR isma"L w am 11FJ& uas 0 D C' D s ro v w 0 0 w CA R-127216 1- 9.50• REY 55.3.4 DESIGN CAI T. IBC TC LL 16.0 PSF TC 9L 15.0 PSF 8C CL f 5.0 PsF TOT. LO. 36. a PSF MR -FAC V.25 SPACi 24.0-1 FEtF jK4G7--:JlOC DATE c' OWS tAUM47T 90f6 CM L- CA -EW .. ix 0/A LEN. 35-0-0 TYPE ISPEC-t T-3 IQT�C -;RD 2x� FIR -LARCH C#2 -,'WEBS 2X4 FIR -LARCH STANDAM EXCEPT AS SHOWN RC1-2X4—F-I9=L`ARCH=#-P ONKCTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH EOUIREMENTS OF I.C.8.0- RESEARCH REPORT #2949. LL PLATES AFlE CENTM- 0 ON JOIWT UNLESS OTHERWISE INDICATED. EE DAWUS. 130 9 160/15OA-6 FOR TYP. PLATE LOCATION DETAILS. OP C40RD SHALL BE LATERALLY BRACED WITH PROPEF&Y CONNECTED 'URLINS, SPACED AT A MAXIMUM OF 24' O.C. OTEl2X4 f3 -HE i=FgR-LTr1'SETTER`COPfTItdlQUS'LAT AL BO7'Ti3N ]CORD BRACING 0 72m MAX. O.C. REQUIRED. ATTACH WITH 'c15d_SIAILS_. BRACIM-IS_M.T-FiEQUIFCD IFA RIGID CEILI G .S ATTACHED DIRECTLY TO BOTTOM CHUM- BRACIW- MATERIAL O BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE k P'PORT BY ERECTION CONTRACTOR. Q-1 !lam 5.50' 3X4 6X6 4x4 TC X -LOC L -Ft 0.29 7.32 14.35 18.00 21.00 27.06 33.12 0 40.71 y BC X -LOC L -R 0.29 7.32 14.35 17.99 21.00 30.09 40.71 C (ft. SINGLE CUT WEB 0 -TC: 12 : 2 ENDS: 1. 3� *5. 7. 9 � ful BOTTOM CHARD CHECKED.FOA 10 PSP LIVE LOAD. N. V ALL TOP CHORD SPLICES OCCURAIM BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPSOXIMATELY p 11A OF PANEL LENGTH FROM PANEL POINT CWITHIN 12`) AND N SHOULD NOT.00CUR IN PANELS NEXT TO .A PAWL POINT SPLICE. Im CONNECTOR PLATES OESIC44ED FOR [41E+ EN LUMBER PER NDS 43 TABLE 8.18. a, 13UTTE COUNTY BUILDING. DEPARTMENT 6 P R ®V E D 1.5 ib --14W# *- 5-50' ILT. TYP.-ALPINE SEGN-- -16236 FUR41SH A COPY OF THIS DES16M T© ERE:.TILW COMTRACTOR REV 15.3.4 SCALE r-OrI875---� o O v C= a 0 v a a G7 L. fl Q At.�I TRUSS fl O Q c7 o o ^J Q v c' r•+ "°rte76 '®� °� *(*jHPORTANT-*X wes 9�t eE9�sa�ssarc ra+ AANING 1a www oaerm9 ro uVm= V=3 VM Si�rIDi = Mw rEasfum 07.Cr7,= -art-ate ar 1 1 +lois aa� Tat GMXP 9 AW TIMAM to WD rW 7W Tm mEftla. me �6O�i'�+ 1 . an me= am-iwaera 6wwerrta @;%W er vi. n� tas tow ray �tsnlass wmJL MOM- •a FINWA MM 0719 A lora G0XMZW GXM flow amcm . wras 8"emm or+aaag cost aE� �oetQ r MW .as aaoe A SWM VW CHM ars ac LKW3us SUM ,,.�� m,.. ►� .x �9 1>♦9t w 9DO71i Q,t7 .fon+.: .r7.om+aa...o wry amnos as+nne Bort: noE .- .oiaeL occas vr9e.aa �rw. eo9 to.9 0.®�rrw �.aa.-a: a+ seLrr.� ormw ssamom mra. o.r A;Mkm A 7ou"w"s .t ® a as<w. w my ar n= r fF37� {� —w% - ti® MAX 70A+ wcrmr+t raw searaAno7.+rr «® mr CA OESIGN CRd T= UBC REF /R427--0152 TC LL 16. 0 PSF TC OL � � 15 . 0 P5F 8C oL chis 5. 0 PSF TDT.LD. 36. 0 PSF _ _ _ GATE ��1al- 90 amr, cumaa'7 90]63034 CA -EMG '6 O/A LEN. 41-0-0 OUR -FAC. 1.25 a SPACING 24. 0'/ y1'-F TYPE ! SPEC -- -13 -Yd -t-4 C: u; fOP'CNORDj '2X6 FIR -LARCH i2� WIC H0i 2X5 FI:} -LAS C#2_ WEBS 2X4 FIA -LARCH STA�DA� XY4 ECTOR PLATES WJST BE INSTALLED IN ACCORDANCE WITH ;Egkj1REmENTS OF. I.C.B.O. RESEARCH REPORT #2949. kLL.PLA-TES ARE. CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE 0g1GS. 130 S 150/3WA-6 FOR TYP. PLATE LOCATION DETAILS. 9HI14 ALL SUPPORTS To SOLID BEARING_ MOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING D EAECTIOM OF TRUSSES. -SEE ,SEE "WARNING' NOTE BELOW. CONTRACTORS WARNIM THIS TRUSS IS L'ESIGNED "TO BEAR AND/OR St43PORT ADDITIONAL LOAM AT SPECIFIC LOCATIONS_ PARTILuL&R CARE IS AD'VISEO GUMN6 INSTALLATION TO ENSURE THAT 3HIS TRUSS IS ERECTED PROPERLY. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NUS TABLE 8.18. 372"O.C.=sa,__requ1red. Attach v/2 -16d nails. Bracln9 .f a algqid cellingsis attac�ed_direcLi _to-bott*m--cbon satez9al-to`De sagplied end attercbed a both ends to a sq ezectleft contractor. 5X6 1.5X4 3X4 3X4 4 TC X -LOC L -4:t 0.29 8.14 14.07 20.00 24.50 29.00 32.00 38.86 44.12 51.71 BC X -LOC L -R: 0.29 8.14 14.07 20.00 28.99 32.00 41.09 51.71 SIWJ-E CUT WM A -TC: 13 : 2 FLEAS: 1. 3. 5. S. 10 0 BOTTOM CHORD CHECKED FOR 10 PSF LIVE L OECD . L(A) 1XA #3 NEFi-FIA OR $ETTEA C011TINtIO S LATERAit BRACING TO BE Et67�LLY SPA ED ATTACH 9tIT+i I2! 8Q NAILS. rBRACINIG MATERIi4L TO-BE-SUPPL IED `!!IE)i4TTlIC}ED AT-80TH'FTiXa Tfl A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL TOP CHORD SPLICES OCCURRINi BETWEEN PANEL POINTS ARE TO BE LOCATED A: APPROUMATELY 11A OF PANEL LETT:; FROM PANEL PO1M (WITHIN 12' i AM SHWLO NOT MSIR IN PANELS NEXT TO A PANEL POINT SPLICE. TOP C CF40 SHALL BF LATERALLY BRACED W17H PROPERLY CONKCTED PUALINS SPACED AT A KAXI WX OF 24' 0 . C. 3s,�t 7X6 4X4 5X6 3X4 #_5X4 .:.TP 4.00 3X8 aCD43105 M br30-S3 0 D C w I! TU 14 0 0 0 W N Lf- Lf fLf 3X4 5Xb i . 47 2X4 h ©12 2.00 3X 18 8X 12 22 3X4 3X4 ABENTY 5X6 2X41.5X4 UIING RTMEN 29-0-0 23-0-0. --492-0-0 V R 3 SUPPORTS R -742f W- 5.50-T R -98514-9h-5:50 0.11750 V- 5.50' n �� PLT. T`P.-ALPIM SEON-- 46227 F -URN' A COPY CF THIS EIESIGN TO ERECTION CONTRACTOR REV 15.3.4 �( SCALE 0.1250 C= c v a n 9 Al'l�fi es a P�1tf6 Maass A ¢ate srer IHPORTANT*X amu no m ARPIIQ� s� � me OE.$IGN CMT: LOC REF 8427--0162 arm .MM � Z;"V3t WMM ai As aaano�amcm.im �� ase ME mm mmm TC LL 16.0 PSF GATE 05/ 12/90 nmc Am® w mw rors� w 0-� OK asm M m.mraw an _ as � nE Cesar saoo.o weer az si. atPss sus agar Pax A�T71�!'L asm4 vsa- TC OL 15.0 PSF l7RMiG CiU,aAi2'7 90l63031 Aizs � �'�� s+w >p Groa saLeisEs sss as+r sa�cas .s_ aaAas aaa= vw mpm s+ias m7m .eotmmm a Aso AAs wm A. �R aw oa6 GAL a LARMLP sacw CA 2C OL (-) 5.0 PSF C' -fWG �..sawPsag TJ' Ar ¢Asw aiwt a�n saes+E a+►+ a��r Anno® vLwmcp ie+ma►�TOT.LO. 36.0 PSF 0/A LEw. 2-0-0JESUM 0exom resa6 AE 1r "sows INJM satsata aa1�. m1m 000 sM 94M CEAme Bp:eL�C �. R,� now" O,..�� o�nbmc •s s+�® w mmn_ m an � "m DUR .FAC . i _25 n a n cm o c 1 N ■ 2 4cm. � "M POE aEUMOM �a� LAMOM SPACING 24.0' � TYPE SPEC e - -w7 - . aim awn - ,urm.w ==ON swMs�p re..a aoroeaePra� i Lf- Lf fLf ;941M ALL SUPPORTS TO SOLID BEARI3+S. CONNEC70P PLAIES DESIGNED FOR GREEN LUMBER PER WDS TABLE 8.18. Ri4TED b3 CROUP 3 CiASSIFICAT30N AND MUST HAiW THE FACE GAAI P : {�SllIDNE EITHER. -VERTICAL OR HORIZONTAL IN THE X/Y PLANE 0 1dYTFi'RESPECT-Tfl-THE TOP OR BDZTOM CHORD. FASTEN OW GUSSE 10 EAC", EACE OF TFAJSS WITH EDUALL`f SPACED 6D COMMON NAILS I;N CHORD AND WEB 34ENMRS AS SHOWN—BY-CIRCLES. J THIS'REPAIATO REINF-ORCE'TRUSS FOR NEN LOCATION OF INTER1OR--BEARING-AT 21- 1t}"-FROM-LEFT-EPD. ( £ Existing Plate to retain full contact wi-th truss members after cutting of web. .3.12.3! (AVIX 13 -HEM FIR-OR-BETTER-CONTINUOUS-UATERAL BRACING BE EQUALLY SPACED- ATTACH WITH (2) 8d NAILS. BRACI MATERIAL TO BE SUPPLIED AND ATTACHFD AT BOTH EDF� T SUITABLE SUPPORT BY ERECTION CONTRACTOR;.— AFTER ONTRACTOR.AFTER COMPLETION OF REPAIPS, TRUSSES 11UST BE INSPECTED BY THE TRUSS 14AMMACIUMP OR LOCAL BUILDING DEPARTMENT TO ASSURE COWL IAHCf WITH ALPINE OESI GNS AND SPECIF ICAT I ONS . NOTE: SEE DRAWING CAUSR42".-90163023 FOR LEER_ PLATES AND OTHER DATA NOT SHOWN HERE. �(P13 t27C6=F-IR=�kRCiT_A2�NEB�T:U�BE�F_"IEL��INSTAEf,:LF-ED. •Kx_ to4w�3 ExR 8•T3 33 Jx is 1v 1t. Q , (E)4X4 1 4.00 (I,) - 8 (E)3X6 1.4 12 12 (P)18"X24" long 6 T I--10=0new bearing) (old bear"LJNV 9-0-o z3 -o -o 26-7-13 P►AR�TMENT j.29 -0-0-1-23-0-D A M-0 V E 52-0-0-GVERf3-SUPPORTS "024 w- 5.50' `-Ryi85"f+�-tid--5:50'---� P-9490 w- 5.50' SEGN-- 16407 FURNISH A COPY OF THIS DESIGN TD ERECTION CONTRAGIOR REV 15.4.7 SCALE= 0.1667 0 g0 o C= QM.PI C= a 0 =:) 0 0 o t= G7 v o o v TRt1SS t=) o t� L� v 0 a Z= v o a n o *IMPORTANT** 9'M NPaMao0,a ctp' WARNING doomerns: R,ri,sur sno. "go vennuns6 m MR MMAstos ewcm.sf �ri R-rs . Macmm Tam floc amwe en Ma tfa-'E 70 MLD TM ToWN sm rowwomax ae44Meam MD taY vM "*g�LIVY STMO o rases• BY "n. J"ZK M9 oEMM Fou Api7T OM WMAL Pow, .ME AwaFAL+aaD IN= ao eas saWMZW STM saw SUCR6 a4so�+s. vans eRaawse o� OMSE ssaw MEZTW eEsnt*ens of rise ss� awx A. "M vw a - v esuu VE kAIMMUT MUM Amu a>.4w,w vosTMFAQ'=�'dw"me�'E "T"' °'away A"amwm 00ODSICA. Soul. KJAMS Korn AVE A, most ske s ossa Paw. sniae 090 IOUs +nano tt:XM ca 6"C8l6 CESUM SlAstwom tars yet. Alftst"li 09,99MIM or AS t7EIAF M a mop# MR" UN Toa am A al" 4M. OESM9 K= FTSE 1ETYpMT IMUND LOWl. pESFGN GRIT: v6C REF -9 -2Z215 -R427/ TC LL 16-0 PSF TC OL 15 , 0 PSF BC DL 5 . D PSF TOT.LD. 36.0 PSF DATE 09/13/90 DRid6 3 037 ] 2$ CA -ENE; R5 ,2' 0/A LEN. 52-0-0 om.FAG. 1.25------ `` --- SPACING 24.0 1 TYPE REP A I R . M - I OWE t4miltm cos - An30MIL aea« sA�tunow pta la sse+arno. ' 31OB0 31080 ---_ - - B07-.LCHOA1D 2X6,j FIR -LURCH i?J WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C:B_0. RESEARCH REPORT 02949. D SAFE DRWGS 130 SPLATES E160�60AA-G D ON FOR TYP.INT EPLA E LOCASS TION DETAILS. SHI14 ALL SUPPORTS TO SOLD BEARING. NOTE: SPECIAL HANDLING _CARE SMOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES.. SEE 'NAANING' NOTE BELOW. CONTAACT0R5 MDAi�dJ[N6: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS AOVISED DURING INSTALLATION TO ENSU THAT THIS TRUSS IS ERECTED PROPERLY. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.10. .-;bg erection contractor. 2.5X4 Is jW attached af. both cords to a suitable -support TC X -LOC L -R 0.29 9.47 16.73 24.00 29.00 32.00 38.06 4x.12 51.71 D SC X -LOC L -R: 0.29 8.00 16.00 24.00 28.99 32.00 41.09 51.7J a SIDE CUT WEB f -TC: 12 8G 1 N { NGl6 SINGLE CUT WEB -2 ENDS: 5.7, 9 v ATn' BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. W' O (A—YOW 03 HEW-FIR`OFi-BETTER-CEE-TIMMUS LATERAL BRACIIIG TO BE -EQUALLY SPACED—ATTACH !(ITH (2) 80 NAILS. BRACING i �_a_ 129-0-0 KATERIAL TO BE SUPPLIED AND ATTACHED-AT``80TA ENDS TO A to SUITABLE SUPPORT BY ERECTION MM-RACTOR. W ALL TOP CHORD SPLICES OCCURRING BETWEEN o PANEL POINTS ARE TO 8E LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND 2s�o�o: _23�.-0� SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. TOP CHORD SHALL BE LATERALLY BRACED VITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. OVER 3 SUPPORTS ' 5X6 4X4 7X6 4XA 5X6 4X4 4X4 4X4 0.5X4/ 4- 3X4 �z.00 5X6 4XA 8X12 5X6 1.47' 1- 1.5X4 i2 AX4 3X4 Fxt•J i BUTTE COUNTY .5X4 BUILDING DEPARTMENT i �_a_ 129-0-0 � p -g- 23-0-0 R 0'-V E D `` 2s�o�o: _23�.-0� SQL r 6 4 _ —0-Q --1�Sff-9r= OVER 3 SUPPORTS ' ;L s1-�f w s_9o•5:50•— T�saais tt- s.SQ- /l�wi� ,PLT. TYP.—ALPINE SEONE-- 16225 FURNISH Ik COPY OF THIS OESIGN TO ERECTICH CONTRACTOR REV 15.3.4 SCALE — 0.1250 r, o v o 0 0 0 xlWCRTANT** asi m a.m +ate'1 ARNING annin 4x= iIESIGN CRIT: UBC AEF R427-0161 TC LL 16.0 PSF DATE `fl6712790— m .�.,r mw �. �NW Q an a� s,m�m'W.-� eaars � m� {, "M Gomm CP am fdaAm es sus t Mas as Tow eE water aI� as+tssr .s. �E ea "INSOM ao _ st s¢s aria � �r�a s�sa �+�- TC DL 15.Q PSF flfikfi tA7 a0I63034•oe A=3' ww�cRr® war s sa.�s SAM am*su mua oras s "M 4140 001E se sacas mtmsa�s_ rats'"1o»ea�E Toa wr ow sauL a; um.nsam CA 9C DL {i!? 5.0 PSF CA ENG 0!41 LFT+. 52_O -O s c�e6 W SM /� n � 4MM re Gssa VM Www: a� K,.� a�aaTor. LO: 36.0 PSF saw. East mss as 41 sasa .asc ao ae� euos— ..aaroas aoe�ae ai Is s ow .as. a - no as a�� a aoso. m ern .aQ mr Poll OUR .FAC . a o o v o a os as on rise. Torow a� n� rtDwre nests 4141sT. $PA`C I fl161'24 = 0 "t $PE C— F.w - rNae RAN os - .aIor� soap ear ms moauma� TYPE C: SHIM ALL SUPPORTS TO SOLID BEARING. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 0.18. THIS REPAIR TO -RF JNFORCE TRUSS=FOR-NEW-LOCATION-OF Ti IN7ERI0R-BEARING-AI_23'710" MOM LEFT ETV — NOTE: SEE DRAWING CAtiSR427-90163029 FOR LUMBER„ PLATES AND OTHER DATA NOT SHOWN HERE. foil '2X F`IR=LAR�1 #2�t�EB�TO����-IAD I TN5 AL'LEO. (B) Existing plate to retain full contact witi>_ truss members after cutting of web. R -9O2# M- 5.50' (AY I X4-43'FEWFIR'OR-BETTER CUR VU BE EQUALLY; SPACED_--ATTACH-WITH (2) 8d NAILS.. SPACING MATERIAL SO BE -SUPPLIED-" ATTACHED AT 807H EWDS, TO JA 5E1ITlABL SUPPORT_BY ERECT=ION-CMTRAGTOR. Ri AFTER COWLET"ION QC REPAIRS, TF:USSES KJST BE INSPECTED BY THE TRUSS MAWJFACTUPER OR LOCAL SUILDIN6 DEPAR7W-01 TO ASCE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIMS. E11 iir2' CRX Pf Y9iQOD-Gtt55ET5--PLYMOQcU �USsETS MUST 8E Sf=kAi R&TED OF GROUP 3 CLASSIFICATION AND MJSr HAVE THE FACE GRAIN tPMITIONEO EITHER VER11CAL OR RORIZONTAL IN THE X/Y PLANE OR, yWITH RESPECT TO THE TOP tP. 60TT014 CHORD. FASTEN ONE GUSSET ATO EAC14 FACE OF IMSS WITH EQUALLY SPACED 6D COMM" NAILS/ IN CHORD----- AJC} iiE� 3E# 5yltS_StJO_WN BY CIRCLES. - - (PT18 XIS (P)IS"X24" long Ent.0_338H5 i' $ trr r. (E)4X4 3 �J Qui 4 - 1(p 4_ _. 8 I (E) 3X6 12 2.00 (P)18"X24" i2 r_ u 23�I.0-0-aew_5earins� . M 26-7-13 (old -O-U 123-0-0 051#-W-5:50' BUTT COUNTY EPARTMEN OVE[ i -99A S!- 5.5U" SEON-- 96407 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE = 0.1667 C=) e= o 0 0 0 0 0 e= c= 0 0 o Q E3 o � e= ►+�-*.wa* po tt, C=,, �t TFKZS `3 C= c o o 1=3 o AAM erg .ter. M *IMPORTANT I* qmL ow It onvamsms Few Am GMAIN r rtor is" SMWIW306 0o nttr WA &THM .ass I&SIM as aa+ rAwtM 7o sato 71E 710 . to ewo Mw TM moan v"aw wvw M 7". "M AM K"warm D rm" to wet Mruoa90 s7� anamm 9=K tEF"M OMMMO M OF MM +W6 6FAX E m.ac.os6 to BWM PAWS .7 etw riff w tau+F wo.r� aFP �arrtc eE r eDoert L'u4s mrwatOtEE �. � s.� awns ,a," .oe.tntaE r a es�aw ar YE7S LS KPI 0". MIMM w °OM E ""F °m WARN] NG 1w %M4X M E1M3w ea eumm.ss `Mr wr. wMem UND TMMM tC104Prn+r ro SM nos 00M Rpt IisMOM Ew3Ul Pa— .m ouvww �na�ns. W"M anv+mw 61 >ep oav VML IE tATO LL`r 6tit®B 'a"' tea. a"'oe+'�"o°° 9E"'°ie Om7A n�o�e wen e+tEA rEri pw m tats ,� ®. ee r. �. t� TOS OEM" RM FM w7noMN Ttw"M L049M. 0ESI6N CRIT: UBC REF A 22215-R427 TC LL 16.0 PSF TC DL 15 . 0 PSE � DL 5. 0 PSF _ 107 . LD. 36.0 PSF DATE— 09/ 13/90 DM#G 3. 0 jZL2J CA ENG RS//,-,, due OSA LEM. 52-0-0 DUR . FAC. _ _ 1.25 ----_ _ !_ SPACI'N6 240' TYPE REPA1Rf .-,FI � MM MATE IKa+17VE ics . tuT7v.t_ aEzus'. y►.�7LA1st Fa �� tacswc7ltnt 5/A TOP-pMW 2X61 FIR -LARCH d2 9QT c kxmA !21(61 FIR-LAACH f3-2 WEBS 2X4 FIR -LARCH ST �%� REGUTAE� NITS OOFSI�C.B.O RESEAAFACHDIN AccOADANCE REPORT E2949. NITM ALL PLATES ARE CENTERE13 ON JOINT UNLESS OTHERWISE INDICATEV. SEE DR%'GS- 130 S 160/16CA-6 FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEMING. NOTE: SPECIAL HANOLING CARE ca4QiA.D BE TAKEN DMIN6 SHIPPING AND ERECTION OF T RL&, ES . SEE - HARf41 HG' NOTE BELOW. CnNTRAC TORS WAFMNG THIS TRJSS =S DESIGNED TO BEAR AND/OR SI PPORT AODITIONAL LOAOs' AT SPECIFIC LDCATIOtS. PARTI L.ELM CARE IS ADVISED 13L'RU:S 'NSTALLATION TO ENSU Tr1AT THIS TRUSS IS ERECTED PROPERLY. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TAELE 8.98. C. sax. required. �7ttaou ./Z-3Sc1 nai•Is. Bracing LS not _- -"--a rII-- 'I by erection contractor. TC X -LOC L -Ft 0.29 9.92 17.64 25.35 29.00 32.00 38.06 44.12 51.71 A BC X -LOC L -f: 0.29 8.00 16.58 25.35 28.99 32.00 41.09 C 51.71 .D SINGLE CUT WEB #--C' 12 M 1 N SINGLE CUT WEB 4-2 EkDS:5.7. 9 v (�} BOTTOM CMRO CWCKED FOR 10 PSF LIVE LOAD. m { 1X4 #3 HE FIR`OR-BETTEEI=tXWTINUOA "LAT£A1�L BRACING=TOS BE_EWALLY SFACED_ ATTACH _`.fI�TH.-12: 8d NAILS. BRACING 91 MATERIAL TO SE SUPPi_IEO iO46 ATf CF1ED-AT'80 � H ENW TU A a SUITABLE SUPPORT SY ERECTION CONTRACTOR. l; ALL TCP C! -O SPLICES OCCtAUUNG BETWEEN 4n PANEL POINTS: APE To BE LOCATED AT APPP&XIS(ATELY 1/4 OF PANS LEN67H FPZM PAhEL POINT (WITHIN 12') AM SHOULD NUT OCCUR IN PANE, S PACT TO A PANEL POINT SM -ICE. TOP CBCAV SHALL BE LATERALLY BRACED WITH PROPEALY CONNECTED TSLINS SPACE13 AT A MAXIMUM OF 24' O.C. at b f- ends -to a suitable -support 5X6 1X4 7X5 4X4 4X4 4�C4 4.�/ � l 2.5X4 ��� 00 5 X 6 �[ ,2 4 $x 51 .A L =Y A 52 A-935# W- 5.54' PLT. TY'P.-ALPINE SFON-- 16225 FURNISH A CORY ALnm tam mwa a "C. o a a C=3 — if('TRT d11 T *X mmu eee E wooer rm An AIrMjSS faM va+aa 9ffCW1 s9_ae to 'My asVsomT MM 100 'M �9T rgpff 7 99x9 ne �n na 'eienlR 62aw as ame er W2- arae =Vqe Qe .LE 'PTE9G.Umn a GUM mm oeal+asa � �ss.�ms as:saeALR�bIOR7 � 10 � Rei 1Tf�JC70A1rORnM twAK. au ME 4' mat mm •t�6E �7�. neem 6� =wow +am m� ,e x vwww1m 0 Aws sm AM em. Q fl O O a a .-m. - rm aaIXnsitnnE, — - ocnsa ae 3X4 5X12 29 fl -0 ! 23 -t7 -fl 5X5 4X4 ii .5X4 `4.00 3X5 12 ?X4 OF THIS DESIGN TO EFEC T ION CCtJTRACTOR (AANING w ama m aerm ae ca�rsR Loo •�s�rr�-rens . � nes t�aa ran .�naw+t amr sea.= New a.mmss a auiRow"w sas oma vwm Baa teem ares ae a,n KLT ser® C A vrm sas�7 f7ioom PlWQa! w4ii7ii wiIffil rza uaa *mcame crams Di a�eca+c as w"SF s as Asa. m amm Tue ma a ,. = ,4� -m-w um .r. "4 --"-3 0 BUTTE COUNTY BUILDING DEPARTMEN APPROVE i' lfl-04 pit S *- 5.-bu' REV 15.3.4. SC GES 14;M CA ET: UB6 REF TC LL ;i7.� P F DAT Tr OL 1-5.0 PsF ORW 3C o1- WY 5.0 Psi - o U. 46/12/90 CJA SPA27 80153023 ITOT LD. 36.9 PSFdo/A LEN. ING 24 . Q7-„1 11 7' 7 SHIM ALL SUPPORTS TO SOLID BEARING. CDM4EC70R PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE B.IB, T14IS REPAIR TO-RE-INFORCE TRUSS-FUR--A-NEW-LOCATIOK-OF'TNE INTERIOR -BEARING AT 25* -4 f/4'_ 1FRE34j_EF_T ENP. NOTE: SEE DRAWING CAUSR427-90163030 FOR L1OSBER. PLATES ANY OTHER BATA NOT SHOM FERE. (#D 2xe FgR'tAFtC:t--s2�IgEB�TO�BE;FIEED=I?iSTAL'L'ESD. 3,037,125 LA$ 2X4 03'NF_M--FIFt-UP-BETTER-GdKTINUOUS LATEP L BRACI"o iQ BE EQUALLY SPACED. ATTACH WITH 12) 8d NAILS- BRACING MATERIAL TO BE__SOMLJFD=AND_-ATTACHED'-AT BOTH ENDS -10 -Al -SUIT ABLE _ SIJf'PiIRT BY CT I ON _C0M Rl6CT- 0A AFTER COMPLETION OF R€PAIAS� TRUSSES MUST BE INSPECTED BY THE TRUSS 14ANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE OESIGNS AND SPECIFICATIONS- f(o) f /2' CDx PLYt+f00Da5SE75"Fr-Yi o GEISSi�TS-MUST'BE'SPAN F IATED I OF GROUP 3 CLASSIFICATION AND MUST HAVE THE FACE GRAM PO ITIOW0 EITHER ,VERTICAL OR HORIZONTAL I" THE 1t/Y PLANE OR ,WITH RESPsCT TO THE TOP OR 301100 CHORD- FASTEN ONE. GUSSET TO EACH FACE OF TRUSS WITH EQUALLY SPACED 6D CONNON MAILS 19I�,CFI© W: AND -WEB -MEMBERS-AS`S3:MN-BY- CIRCLES- . - R-8531 W- 5.50' sm 29-0-0 123-0-0 50'� 4oxd beRULDING DE —2—A -., i .vx,v a Tu>tC nerld=&A ♦n CnCrTrrVM er%JTowrtno W. RY9_ s:�iQl�e�s r J tilt v i tit;t0A' :LINTY :'ARTMENT ) V E D 8-998: W- 5.50' nFV 1S A 7 crAt F = 0 _ 5667 o F= o L1 o o 0 0 0 o 0 0 � a O 0 0 rn 0 0 o Q O A`.PI tm P X 1 Srx/,7S a o 0 6� o o ALos* ams yrs M. **IMPORTANT** wvu mmaE �mEFm VEruTWA VOW %4= S�rdr*rWW or Mr eL�lA"m wn amps s e.r $Anew b gena Tw T*w srr KW "M l00Kin StAMM 06168' a1 1Wj. AMIE ASE 101arAgnsw rw" zo Fria GNLWWZW 6103. tri OnOMBE i�L WEU" 1eea nS of MW A&AS MW A. aolr mrl7rim W sow "Acm n LA W JMW AO LOCAM warm. woms rmws r0E r 1amm Seas OtAHea6E 9011. 06ID1 STiO/mss t��r M= AFsltGdt oir87PG OF �76i. M •1P1 bCT1. » acwo�e ""owT'ww ARNINC s1 WIRD EFt6OM w 6a=M.M-arr-t% wars rocs tlArmes mova&w "a m - l"p _ %n "" WSral FM ADftXWC 67 MOL VOW, Warr Sara* aEnas4Mna. IMM vaOAga SMML tm POO OWL IE tAn*AUT SM6rn UTM w4E1L• mom R_vm Y swafto� 0001010 Pero "I" No cmin a SAicvt AS EiFU"M CO M96i. 05 NP ME "Oi COMM 1010 F$ >ET�1 ="m Lumm. -oE.rsIGm GRIT: UBC ky 22215-8427 TC LL 16. 0 PSF Tc DL 15. 0 PSF BC DL . © P51 TOT . LE?. 36 _. O PSF DATE- 09/13/90 Dt +6 3,037 125 CA-EN6 RS/ fl/A LEN. 52-0-0 (� .FAC . 1.25 �—'-�.�`. SPACING -24-0-1 TYPE REPA I R5 _ •--T07 - ilels RI1tE 11BTITNi. 1fis - RattmOL ®0M ar,irssivrnal IV1 ROOR �RttOr c I r r FF r r r I SH114 ALL SUPPORTS 10 SOLID BEARING. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS )ABLE B. 10. IHIS-REPAIR TD --REINFORCE TRUSS -FOR A-WW-LOCAT-ION-OF-THE INTERI01a BEARING AT 25'-4 1/4- FROM -LEFT -ENC. NOTE: SEE DRAWING CAtISR427-90163031 FOR LUMBER PLATES AND 07 ER DATA NOT SHOWN HERE. Q1f)� �4�FI3i=LilRl�t�s2�biEB TQ=BE_EIET=U�`it�lSTltL'LEO'7 3.037_126 `(A_') 00 #3 -HEM -FIR OR BETTER-CONTINUOUG-LATERA1 BRACING -TO BE EGUALLY=SPACED- ATTACH=WITH 421 Sd�NAILS.. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUIT BLE_SUPPM-1 _BY _EREC7I(iH CONTRACTOR: AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY 3HE TRUSS MAWJFACIURER OR LOCAL BUILDING DEPARTMENT TO ASSURE CC14PLIAME W17H ALPINE DESIGNS AND SPECIFICATIIINS. EPI 1 -/2' -MX -PLYWOOD - GMSE:TS :----PL YWOW , GUSSET S`M!ST-SE-SPAN) RATED''OF GROUP 3 CLASSIFICATION AND MUST HAVE THE FACE BRAIN POSITIONED EITHER VE91TICAL OR HORIZONTAL IN THE X/Y PLANE O WITH RESPECT TO 7HE TOP QR BO -110H CHORD.-- FASTEN Q1r1£ GUSSET 10=EAC1I;�FACE OF TRUSS WITH EQUALLY SPACED 6D GO-mm-td-KA7LS IN -CARO --AND WEB _ MEMBERS- AS-SHOWN-BY-C3ROLES A -70W W- 5.50' a o® a a Q A C=3 r� a o r= a R-1851# M- 5.50' SEQW- 16406 FURNISH A COI �(*IWORTANT** � .orBE Es�wsMU FM , ornm3w "m "am opmolrAlm" an ala E AIFU Y rl ung ommm at off matt w lgIID lw ivoiw in Wrram ME W~A9+UEa FMW W WAIF rrcVOCOW S%M UPC ow to i7Yal EtTm wwzwloa6 aF asm "af s mE as•lT CLniL7g6 w arm Plus st x4m _Xl we IDDV- 9�4 lFimam kiffm aE E' aaoart tmu& gowwomm P4 oMM SIAMMM o W4= MM arwauat4 PWVM S aQ ,w wm *Co. l-. m - "UK otat6 smiwrr, Sao - mr"w �s aeon olam alm 1ARNING w enc. um7m as CPOVWJ a r0 1FE PCs te"m Pae ,mnow& srecm POMP, mcm oa . 1 aouw4m0as. ULM 9++4aac WVAt tE CSO POU W IAnMUY ONAMS w"N ogre WWI F"m amsm an macDt rs sr97r7w on amfiv. w Mil .bE una �� coeTasS . Evm63�9s�s �. :•rcpt,/;• if U NTY ARTMENT V E D 4-1f424- M- 5.54' REV 15.4.7 DESI6W CRIT: UBC TC LL 16.0 PSF TC OL 15.0 PsF BC DL 5.0 PSF TOT _LU. 36. 0 PSF OUR .FAC ._-1_.,25— SPACING 24.0',/ SCALE = 0.1667 EF C 22215_-R427 ATE 09/13%90 A LEN_ 52-0- 312M ` .__-� • UJ OWG, ME 90 FEM tA LNFVT lLM 4 VINEN IOMI 20ITTU 8Y 1RM bF9 JT rr.w��o31062 TOP-'TCROF01.2X6 FIP-LARCH C TC X-Ltx L -E: 0.29 8.72 15.23 21.78 25.35 29.15 32.63 36.22 40-90 45.54 51.73 SOT CHOW 12XSI FIR -LARCH ifV D ` '-�gtBSS-2X4`-'Flfa-LAPC14'-t-FA JARD SC -X -LOC -I. -R-0.29.-8.72-15.23.22.35.25.35.28.99.32.63 TYP.--ALPINE SE0N`-- 16228 Ft-PHiSH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR 35.55 40.90 45.54 51.71 SCALE . - 0.1250 C"ECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 7o Al REQUIREMENTS OF I.C.8.0. RESEARCH REPMT #2949. SINGLE CUT WEB #-2 EMS. 1. .r 5. 7.9. 11. 13. 15. 17 n TC L_ 16.0 PSF OA TE 06/ 1 2% .ALL PLATES ARE CENTERED OM JOINT UNLESS OTHERWISE INDICATED. (U? SM(N CHM CHECKED FOR 10 PSF LIVE LOAD. � v SEE ORM55. 130 S 160/16OA-6 FOR TYP. PLATE LOCATION DETAILS. �)liX4 #3 EFEl1=faR t�R 8ET7ER CONTIMl611S LATEA►it. �AC�N6 TO fl SHIM ALL SUPPORTS TO SOLID BEARING. BE -EQUALLY SPACED. ATTACH WITH (2) 8d NAILS_. -@RACING ►- C MATERIAL TO BE -SUPPLIED ATS ATTACHEO-AT--"13 TH ENE)S TO A 01 NOTE: SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPPING SUJTA63LE SUPPORT BY ERECTION CONTRACTOR. O AND ERECTION Or TRi,55ES. SEE 'WAR MINS" NOTE BELOt1. Ld � ALL TOP CHORD SPLICES OCCURRING SETWEEM 1`J CGr4TRACTORS WARNING- PANEL P! 1MTS ARE TO BE L OCATRM AT APPROXIMATELY THIS zFkW IS DESIGNED TO BEAR AND/ I€i SRT VA OF PANEL LENGTH FROM PANEL POINT MTHIN 1.2'1 AMC) NVLT cxasa>cr� m am ee R "m .own ae tanr /0 EKIS .nine 5700. �09!i lM7fE: 3fE ! f7QUl ViaEOg >]�t. �r70is GOM 07e >a� ff�llm >fYL'p6 ADDITIONAL LOADS AT SPECIFXC LOCATIONS . SHXILD NOT OCCUR IN PAWLS NEXT TO A PANEL POINT SPLZL;E. PSF' O/A UN . 52-0-0 PAATICI,LAR CAPE IS ADVISED OL)RING INSTALLATION 4 TO ENSUE THAT TMIS TPAJSS IS EWCTEO PilOPERILY. TOP cmm SHALL BE LATERALLY BRACED WITH PROP£FLY COt*ECTED PURLINS SPACED AT A kAXIWM OF .24- G.C. � ST&Mx m8 cm" C090CCIOR PLATES DESIGNED FOR ISE€N LOOSER PER NDS OUR . FAC. 1.25 -... TABLE 6.18. . c o 0 C C o Ydote: 2X�'#3 i�-fir vr'�ter ceat34ums lateral botta� chord bradag 1@72" O.C- max. required. Attach 7w/2 -16d nails. Bracing is not-cegvixed if a �riggid ceiling 1s attacbed directly to bottan Chard! Bracing •i�atetial Lo=lte-su iied`ead`attac -ed=at k`oth ends to a suitable support fyt� by erection contractor. ,. 1.5X4 �aa�als 5X5 7X8 5X8 3X8 7X8 3X4 3X4 �' 4 3X4 474 - 4.1'4 r .CAL* 4 SX1 X8 3 2.5K4 3X102; 3X8 i.a -^2.00 .5X4 4X4 3X4 1.5X4 1. 5X4 BUTTE COUNTY 5X6 5X6 .5X4 1 B ILD{NG DEPARTMENT". 23-2-4 , � J 7-8 _L17-2-4 2 AARP R 0 , V E D, R-9350 V- 5.50' ` A;:J85J4 it••'s. A -9w# 'IFS 5.50' )PLT. TYP.--ALPINE SE0N`-- 16228 Ft-PHiSH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE . - 0.1250 7o C v 7a C o J"7e � �Q � ••� � SMOK � • �FIMPOSTANT** msa ON VE fylf OMINE � ARNING IN w-11m3rL DeCT" we OESIGN CRIT: UBC t?EF 8427--0 f 621 TC L_ 16.0 PSF OA TE 06/ 1 2% 7 0 o a a � 3 awn 47EII:lls1=3m an"" e�vL taeoe.7m �.s-a-. swl� >'oou sa>� C C7 _ o C C7 C o a � mmom ON elf ralw[ to runs am sRJB 20 fao7 �rD so Im 171E 'sls m s* soma �+ 771�L. tlrDE acs sK =t mL vmK � TC OL 15.0 PSF DRNG C SR427 90/63032 C j C o C �] arc �rt*7� � W 77� a+aTaaMM aria SOW Gaac7li ins. uaEM 9990MO 9r C• 61�i d"a i. SSBI 74p a46 SE !•T no= CR ' ) 0 , �+C �i �V! � , y PGF �i�'C�G t" _ C=3 � SMU IDEZr= WIMMO f lard WILL LATev c 4umn od7"o i{ NVLT cxasa>cr� m am ee R "m .own ae tanr /0 EKIS .nine 5700. �09!i lM7fE: 3fE ! f7QUl ViaEOg >]�t. �r70is GOM 07e >a� ff�llm >fYL'p6 ! TOT _ 7_D - 36.0 PSF' O/A UN . 52-0-0 4 I C C tam m6k]7b793 ofartmem 6 AG Ven A >E�. ® "" Um 16 � � ST&Mx m8 cm" !� OUR . FAC. 1.25 -... . c o 0 C C o �6 Na r1v0 R'7f . �b7st7 IQw srJR rai: a�otnr sE/rf0 l:Ja7B� e-rog - �s •u s ve17 wrs - 7�>me mom +iao messx� _ CACI NG 24 . Si' ( TYPE SPEC-,:!- TOP C.;HURD� 2X61 F IR --LARCH 52; 00 -1 -CHORD 2X5 F IR -LARCH 02'� WEBS 2314 FIR -LARCH STAF®AfiD CONNECTOR PLATES KJST BE INSTALLED IN ACCORDANCE WIT" REQUIREMENTS OF .I . C .8.0. RESEARCH REPORT 92949. ALL PLATES APE CENTERED ON JOINT UNLESS UTHERWTSE IM?ICATEU. SEE DRWGS_ 130 S 160/16OA-F FOR T!'P. PLATE LOCATIOtN DETAILS. SHIN ALL SUPPORTS 'TO SOLID BEARIJNG. ALL TOP CHORD SPLICES OCCURRING BETWEEN PAPEL POINTS ARE TO BE. LOCATED AT APPROXIMATELY 114 OF PAWL LENGTH FROM PANEL. POIiNT IWITHEIN 12'1 AND SHOULD MT OCCUR 1.4 PAWEL5 NEXT Ti! A PANEL POINT SPLICE. TOP CHGRD SHALL BE LATERALLY BRACED WITH PRgPEIRLY CO?aWCTEV PURLIMS SPACED AT A MAXIMM OF 2d' O_C_ CONNECTOR PLATES DESIGNED FOR GREEN LUNBEA PER NDS TABLE 8_18. t(6fe- 234 43 'her fir or be_tier c=tdnxons,3iteraal. bottoe chord bracinc @72" 0.1%1*-�. required. Att ch v/2 -46d nails_ Bracing.As not regotrei • lg a-riggid_c%-_iliog-=is attached lirectly_to-Zbottoa chord.=8rac"Lnq riraterial to be suRplted and attacbedat both s +Eo a imitable f. support by erectice contractor_ 4X 12 7X8 2.5X4 r 2.5X4 O --G- . R-907-8 W- 5.50' TC X -LOC L -R 0.29 9.01 15.81 22-65 24.58 29.15 32.00 35.35 40.32 45.25 51.71 BC X -LOC L -R: 0.29 9.01 15.81 23.23 24.56 28.49 32.04 34.77 40.3.2 45.25 51.71 ON BOTTOM 040M CHECKED FOR 10 PSF LIVE LOAD. QOIX4 63 HEX -FIR OR BETTER CONTINUOUS LATERAL BRACIN6 TO BE EGUALLY SPACED. .ATTACH WITH 129 8d NAILS. BRACING 107FRIAL TO BE SUFFtIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTI(04 CONTRACTOR. NOTE: SPECIAL HAMLING CARE SHJOLFLO BE TAKEN DUi1ING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELOW. CONTRACTORS 14ARNIWZ 7HIS' _nVSS IS DESIGNED TO BEAR AN?/OR SUPP0gT AUI:TIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OMIMG INSTALLATION TO ENSURE T14AT IVIS TRUSS IS ERECTED PROPERLY. BUTTE COUNTY 3x8 5x5 BUILDING DEPARTMENT' 1.5X4 7x8 3X4 A P P R 0 V E D 7-5- 24-0-12_1 149-8 J 18-0--12 29-0-4 23=0;9-7 52-0-4f OYER 3 SUPPOP- 65 PLT. TYP_-ALPINE SEGpN--106791 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR asap o�m as. uumm � t�.som CAM =a v C= C=r� 0 3 *lNP0A-fA#lTA#s an FM an WARMNG Im "maxim Ewesm s0 [= c Q O arvzxrm rmm mm mmmmawins w ma smArmn v34m amoss.sm aR-me . ®wxwa .ow lumsm o a O o n� ov ih$L+!$ 7O eeR.n t� Ia - Cih■Eie�► m �*+rt+a0 I. sin o e= . a= o iffM Rq �aRr SUMM aD 06M er OM. &MaE nos GMv m= �nOw SWUA. �- C= o ��.P o eR.¢aao� seas IW= SMWOOM W MRN as.a VMN a. mat. w omni asu VE tAleFUUe t'M= CA 0 awdt T9 sono :has n thin Ram m e .noose �M w>mmt :"Asea OLVIl 0-w-sy"MR o oo smm aeatms am= ARE s' Qmaae snEW ogee mom. mortm amain in I" rasa. cmim ma w0mm � I� MOM SIAMOMMM CMW= W M Atsa r.M a hOXOMSM"M AS VWP= CO 0=760. =UP UK 7iaS tmm am lapi 0". Q[p.un m m f 3m Qua um "CARD Lamm. 9 1 C=$ o C:3 O fl t= �. _Tpy - rwl6 aw7e IR61I71lE - M[*w.l< �� R'aim.R1U. FOs1 �'.D oak7PCa1t*.c. 7(a3Ifa D C J7 ru V 0 to 0 w 0 (A A-10100 W- 5.50' '--� REV 15.3.4 SCALE = 0.1250, tEsIw CWIT. 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' A1ti3dOiid i3311a3tO SI SSrtil Si141 1Yb4d 3iirrM3 nl NOI1Y11V1SMI 9NIhM 03SIAGV SI 3UV3 8V-MILtMd S:'�1I1V3t7Z Wll.a3dS IV SOV01 -WHOUIOErf ILOddlS 801()Nr HV36 til-99N91S30 SI S&rlbl SIHI �9NX ' WX Stlf)l3Yt9.tW3 A013B 3100 .SNIPo vM. 39S 'S3SSilUl 30 ND1133i3 ONY 9NIddI S ONrO.f'%D N3HY1 38 CllnOHS 3 Obi jGRVN. 3VI33dS =31DU "► 0 .91 ------------------ H3 We D3ti39<JY� , 0 „v -------------------- S53d1 - ------------------ 10 dor �S1IV�1:09E ?`- Haptti3•I13'3O1 H311S'A3 u:Jlld" SI ti-:Uvl HOY3 Sell EL' T5 �!► U' 6£ LBW 00'62 1:0' £2 LIF -99 5L'6 62' O 2i-1 30 -i -X 36 FZ'4S i9'pP TL"6£ VO'SE W tE 99-6Z 51'92 96'22 La"91 cL'6__-62'O -1 301-1( 31 F-1 'al .8 3-18Y1 sm .ti3d tS3ftni M33d9 HO -i 03NSISM S31VId ti0133WM '3'0 .PZ 340 "IXV" V iv cmvciS SNI-Eff2d (13133 3 A-W3dOtid HEM 033VcQ A11Bt931V1 38 1•WHS CldDH3 dot ' Z)Fk & INIOd 1-10d V 01 1X34 513MV6 NI uno3Q if N O1f10F%S GNV ).2T NIRLIM3) iNlOd 13P"d bOM3 H19N31 13NVd 40 97/1 A131V%lXOtictcpjF IV 03IV30-1 3d f31 3HV S1MI0d 1394Vd ?333:4135 SNItidt MO SMYTdS HOIL i8 CWV dal 11V '�9MIt9V38 OI US 01 SlUDddfYS 11Y BUNS 'S1IV130 NOTI 301 31V1d 'dAl WDJ 3-VO991/091 9 O£T 'ScJmUo 33S '031V31UNI 3SlKb3HJ-O SS3-M INTOE ND 03ti31N33 38Y SALV1d 11V -6P63f ltMd3d H3HiV3S3U '0-8")'l -40 SiM3W3bina3U H1114 33NVOUOOOV NI 031-WISKI 38 ISM S31Yld .10133NNO3 = L°��H31}1f�-bil:3�VXZ=T D: tWOMIS H3tiV1-81_4 dX2 S83M► ___ � :€ f H38vi-til3 Pxe UWHi� 108 1�033S_.SY_ld33X3-e28 H3H i -8l3 L9X2 f�}b131t'S.e16i 3i 31fl93 1 rl _um_ �. r lOW-EHORV ;2X6 --j FIR -LARCH 02 0T CNORO ' 27CFIR-LARCH [#I� WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUSTBE INSTALLED IN ACCOROANCZ WITH -:IEGUIRENENTS OF I.C.6.0. RESEARCH REPORT 02949. CALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 S 160/16OA-6 FOR TYP. PLATE LOCATION DETAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE $.SB. .5X4 2.5X4 5X4 :LI f'�Dr1 ..i/Z'a•'L' i C7'I �i�V-1�� CYA�1q,d�.? ,7V4T+1 r GV _ • +swa earn ' TC X -LOC L -R 0.29 5.32 9.83 14.34 19.38 8C X -LOC L -R: 0.29 6.83 12.84 19.38 C to SINGLE CUT WEB 0 -TC: 1. 4 BUILDING DEPARTMENT BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. al s -So -o s -10-o v TOP CHUM SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED �0 PuILINS SPACED Al A MAXI" OF 240 D.C. o N0TE'2X4 f3—HEM=FIR 0A EETTEA CflNTINtt[]L!S—CATERAI: BOTTOM p CA46 BRACING @ 72- MAX. O..G_ JREQUIRED.. ATTACH kITF1 Q 2-164 NAILS. BRACING IS NOT REQUTAEO^IF A A16ID CEIU!I 2 IS-ATTACHED-DiREC'TLY TO 80TTON-CtiORD.—BRACING-RATERIAL 4, TO SE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SIPPORT BY ERECTION CONTRACTOR. 3.50' 2.5X4 L- /3 -�pv z„ c-1 ' 3X4 BU ' E COUNTY BUILDING DEPARTMENT s -So -o s -10-o a, E R 0'V — D L19��-0 fljlER 2 Sl��ii5� . ii Z 4 W 3.50' R-5074 ti- 3_50- TYP.-ALPINE SEUK-- 16237 FURNISH A COPY OF THTS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE - 0.3750 ,3LT. P a >= c o a += mv IMPORTANT ** wan mt sm ARN'ING -atac e�sm�is DESIGN CAiT: UBC AFF -06/-1R427--Ui530 ,i 01.4`921s3m Ps s.s�m�a a• sw sEtfnum 90QIs.sifFl�saes TC LL 16 . PSF DAT£lObl12�90� Tins zoom QA as srss[ In 11114 PH jus a �amlowws UMmW " tITV aaAMM MW N vs. NAME tras OeR= M nmsrsssl� ir�L mab- TC CL 15.0 PSF ORIG CWSPA27 9006300! ARE AE •NEWWW am +esti so SOON sa'ocr an sly •en W'mmINwO�ws_ MsseaSEf1tae gun "Knm uvrsoenv as AM alas gum A. ate1L W toss► slat m LImm"'rCA BC OL 6U7 5.0 PSF CA W-snLv epeazallt v eels .AM Ar a = A=lP an =lf VTW >ROly -T 09941® ttitis SIXINS . s76it ss� +ass ser aaaPL a.sc Saw. a ,,, "m Wmsssaa am7q a NmOMIS mm +ons � � TaT.LO. 36.0 PSF 0/A LEid. 19-8—Q PI 411711 a�A/sas asvw Awaluas ao rr�as as As >a=sm m mat as as OUR . FAC _ 1.25 ISH 4.01 12 a a o v a D -. tilsa a Ism ace, iffiiY NPI FA alNsors isi7® LiBI. p SPACING 24.0' TYPE C MN 0 — ._m . � u,AM NOW . aam.L a mm s�rsolnnl wvl >® L- /3 -�pv z„ c-1 60T�CHORD' _2X41 FIA• -LARCH (41J t--�IPEBS 2X4 FIR -LARCH STANlD00 CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF TFE TRUSS nESIGNER. PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ;:PELTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL 'ii&ESSIDNAL EAlGINEER REGARDING CONVENTIONAL FRAMING. � 01 HIP DESIGNED TO SUPPORT 5-11-04 JACKS WITH PD BS. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REDUIREMENTS OF I.C.S.O_ RESEARCH REPORT 02949. ALL PLATES AFE CENTERED ON JOINT tf&ESS OTHERWIS€ INDICATED. SEE 13AWGS_ 130 S 250/160A -G FOR TYP. PLATE LOCATION DETAILS - CONTRACTORS WARNING: ;His TRUSS 15 CESIGNED'TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TWJSS IS ERECTED PROPERLY - by erectioc caottact r- 3X8 7X5 4X4 a suitable support 3XIO J 1.5X4 4Si8-3X10 5-11-4 17-9-8 TC X -LOC L -R: 0.29 A.53 9.83 45.44 49.36 ac X -LOC L -R: 0.29 5.25 9.93 14.40 19.38 V..I- .. Y V aI A V.1 v ♦rvrsr. . _,.. . C} -MM TO HIP RAFTER AND�SUPPORT EVERY FOUR FEET. LATERALLY/. BRACE FLAT TOP CHOAD NITIi 2X4 43 OR BETTER HEN -FIR P24' O.0 WITH 2-160 MMLS AND 2X4 DIAGONAL BRACE PER BlPT-76 FIGURE 6 SUPPORT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSES 160 l-`' SINGLE CUT WES #-2 END_ 1.3. 5 CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. ALL 9MON CHORD SPLICES OCCURRING BETWEEN PANEL FOINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINri (WITHIN 12') AND SWULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. TOP CHORD SHAM. BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C_ CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE S.18. Nay 716 3X8 4X4= BUILDI 5x11-4 a _ EMUNTV DEPARTMENT R ON E D R- 13624 Of- 3.50' _ - - =i _ _• P-062# K- 3.50' TYP.-ALPIPE SEGN-- 162,444 FURBISH A COPY IIF THIS DESIGN TO EFI CTtON CONTRACTOR REQ/ 15.3.4 SCALE ; 0._3.7.50 n c= o c= c= a c=*-xIW{ RTANITN* � res alamm �sm� WARNING ams �SiGAI CRIT: REF42�--0183 TC LL 15.0 PSr DATE -06/12/90 C= c o o cram "m "on P==M Of na BEVIMM srma.= -WW-W. WMCM i w 70t s C= p v c7 c c sae asa/ m rw s67MR V Alma 714E 11� Am +DTII VIE -95OLM vtom" asair o aR. I&MM comm=m =000 u m 1®mmummei amm . In res cmm fm Acavom a amma M&** TC . OL 15.0 PCF DRWG CMJSRf27 W153049 a �' fII.PI ms.au® vw to Tri a1L"MM ZWK Ies oau� sa w �rrm sas�e w Z= Atli easy: A_ Abs MPA906 16aa�aos. MAW f1119�E V=ft tW Oa OWL a {A76�A.Y corns CA $C DL .0 PSF CA -C P o c .o... M Mm VAM " w JON ao t=CIE f e1M. www !meas AE t as um SUN scow WM ,.�. ATTafs® R� �: nowsm ansa few I�rtaa saes OI .acme m mal. m mr TK mo _TAT N �� . ti0 . 36.0 PSF oIa LEN -19t8=0- 1.25 4.0. 12 o TRUSS G ••• cu."m "m anti a m" wmw2amm Az wEzmrxm OUR --FAC . - PITCH _ _. C=3 cm cm cm 0 Q law go &in wCu. ! PwMW 166. 13/R ra MO l i3 0m am rm saT�CR =Ulm am". SETBACK 5 ' 11 i TYPE � I P S A ,�� _ >,� was sen Ae - AerTs�t seas s�aa.s�l TO7 TA» meaaerma CC cc Lt - T OP gHORD5 2X6) F IR} --LARCH 027 BflT .CHOfID_ 2X8 FIR -LARCH (i1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES HUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED 04 JOINT UNLESS OTHERWISE aNDICATEQ. SEE D$MGS . 130 S 160/16OA-F FOR T YP . PLATE LOCATION DETAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 6.1B. 6X8 3X8 ^���//oo r- 3X8 d. tAo h-8-0 3X6 3' -5X4 4 815# 5-11-4 ! 7-9-e TC X -LOC L -R 0.29 4.53 9.53 15.14 19.38 n BC X -LOC L -R 0.29 5.27 9.83 14.4a 99.38 m C CONTRACTORS WARNINT,- I THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT is ADDITIONAL. LOADS AT SPECIFIC LOCATIONS. ro PARTICULAR CARE 15 ADVISED DURING INSTALLATION 14 TO ENSU T14AT THIS tCK1SS IS ERECTED PROPERLY. 0 TOP CHDRD SHALL BE LATERALLY 6flACED WITH PROPERLY CONNECTED N PURLINS SPACED AT A KiXIMUM €3F 2A' Q.C. o DTE: 2X4 #3=HEd�4=F-gR-Obi=£ETTER`CE3btT-IT3t:f741S=Ll4aEP„Ai: BtiTTO� t�, CH4s3EP BRACING @ 72' MAX. Q.C. REGUIREO. ATTACH WIr � 2f%d MAILS. BRACING IS NOT RE919'IRED IF A RISI€J CEILI"c- I.S ATY-ACHED-DIRECTLY 70-B TTOf9-t:tiORD-z--SRACING-hA-T-ER AC TO BE SUPPLIED AND AfTACHEiI AT BOTH ENDS TO A SUITABLE SUPPOW BY EIRE£ T ITN CCWTRACTOR. rats truss 1s designed to support addttioaal concentrated loads? where shown. �,, 'Oe Qdi 2 --W (H' Q69NUMMfte cnnnecElon for Ziiy trated'Lcad €ros truss 3esi �0..[-f.b3l O43-is=Simp9aa_[.tT18 . —� BUTTE COUNTY BUILDING DEPARTMENT 6x3 APPROVED 0X8 0 3X6 5-11-4 c�. X19 -8-a OvETt-2 SO�R()RT � � R-13156 9t- 3.510' 8-0746 1!- 3.50' - PLT. TYP.-ALPINE SEGN--107148 FURMSH A COPY OF TMS OESIGN TO ERECTI(W4 CONTRACTOR REV 15.3.A SCALE = 0.3750 s� r� a o a o X# fdPQR7&!IT aE* 1gpi•E nem s.c. 1 gmm vm m TE F vm ARMING s aaasfss 6EilEO� tam OESIGPi CRIT: OAC REF 8427--�'g�ji' v v o v O v � v afrrsarts� sryw nam >�nocrl0M va Anr METUtroa M=ms-ar.-le-. moon NOW *wear saw 013MW W Aer ViCLOA TO Zlnav rase mils in TC LL i6 .0 P5F DATE y07%�3 �9� v v v o eo low'J ar AM siEC�+a6�agag-+.�'9e . >tenr nE 'i XI rr staimrW 4:r88 ar m8. AMaF cagarmw nss rifem fm amyrImm SPECU . sari&- TC DL 15. 0 PSF onm Cbi35m.,-y go. -46o27 G7 v v MUCE WLVUMZM >:eem umms Nor a5mc3m 403mimmans- W&*" asm occur ...�. C=3 �Pi o are*•eaE >� MEMM l=MWWr= es eau a� � a. >� ',W � SO" SE Lar�wtr CA 8C 0L 5. 0 PW CA, -ENG c o y o T. 041st m two racm aY rAm 4033 c sa LWAx WITH a+esv4T awaam sL ^mar :�meec o m sranecs � {i 7Fgg�� VA TaT .LD . 36. (i PSF 0/A LEN. 19- 8 -{) ossao aa" mvLar u aso rs� or as s eezram a. �. +fir �s ■rot OC9. , + ! ll 967 DUR.fAe. 1.25_, 0 0 0 0 o v �„+ ��r r,�r� 1 _ , ou'W nesnruw- ma - wr*rnx cmem �ruarms FOR mm COWTVIurma SPACING 24.0' 1 ITYPE JS�'EC- c�. BOT CHOV_ 2XS] FIR -LARCH 02_e r7 -WEBS 2X4 FIR -LARCH STANOM CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH )REQUIREMENTS OF I_C.S.O. RESEARCH. NEPOR'T #2949. TALL PLATES ARE CENTERED ON ,JOIMT UNLESS OTHERWISE INDICATED. SEE ORNGS. 130 & 150/iSOA-6 FOR TYP. PLATE LOCATION DETAILS. TOP CHORD SHALL IDE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED. AT A MAXIMUM OF 24' O.C. CPCHOAB BRACING 1'-.72' MAX.' ,O.C. REGUIREO. ATTACH WITH RAILS. BRACING 3S NOT REia[UI ED IF A RIGID CEILI IS-A-T-T-ACWD`DIRECTLY-'re"BOT-TON-C ?:`BRACING`14ATOIIA TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. f?EquiRf'f/ diad codon Eoi I5-0=0"trasses at 2�"O.C. to bottom chord: Sispsao LOa6. See oatalo9 C-908-1 for-uaning-sgealftcatia;-_ E' FF04 CCHPUTER INPUT ILWM4bl * LJieRz_M1UW1 WtMA t r to es; � rR:aa wrrt. TC X -LOC L -Ft 0.29 3.00 5.71 0 BC X -LOC L -F; 0.29 3.00 5.71 C m SINGLE CUT WEB A-BC:1 b THIS.GIMXR HAS .BEEN,,DESIGNED TO SUPPORT t_f�NE OSIDE-='15' 0' OF SPAN FRMING TO=T�=80T CHM ._4 f -OPPOSITE SIDE --2' O' OF SPAN FRAMING TO Tl$ TC/8C SPLIT 0 GIVING A TC LOAD OF 62 PLF AND A 8C LOAD OF 239 PLF 0 COWIECTOR PLATES DESIGNED FOR GWEN LUMBER PER NDS TABLE 8.16. fso s 3X6 4 -1? -re BUTTE COUNTY BUILDING DEPARTMENT ARPR0V"-E 1' REV 15.3.4 IESIGN CRLT: UBC TC LL 16.0 PSF TC OL 15.0 PsF BC OL 5.0 F'SF TOT .LD. u OUR. FAC. 6-0-0 UVEA 2 SUPPORTS_ 1-8150 M- 3.50' R -81s6 W- 3.56' PLT. TYP.-ALPINE SEQI -- 16241 PJANrSH A COPY OF T141S DESIGN TO ERECTION CUNTRAC70R +o r= cm o o a ALM= aa� PCIME 6. vc. aams 1XIAM cam *lt4PORTANTA* wou an a: mssae vs AINWARNING sa aeons No wMw "� a wwri tow; ar Rn aEruraw s OMAN -mg-w. encas vow aa�nam sago on MW 6MLOW w Runs Ra M=1A asaRfE cwl3pow w _ a! Ulm .ac se �c+sRv sear m SMSE Raonm® WFU f4M eucss f�Rs. uats RTI 's^� � CA Migvmarm� � � 4r � ..NG a� � lw � � It �r tlfA0W R1!!� =� Mi #7 CaEC7�+ W MM 41A® A d0 i®fl tffi! 4MM �1 ao w. eEsss cars AM r mat OLEO oaR7atlE c+m eanar waw mai yam a im m �s my isawsas aware, Qw MoLuxai warmos v Jr. awor" of a m. ® wr cor =0 C= o C= o o a „M ixa a" OM. OCR= am 9 W sas«r Maim Uplow —w - raml aLat 4 -1? -re BUTTE COUNTY BUILDING DEPARTMENT ARPR0V"-E 1' REV 15.3.4 IESIGN CRLT: UBC TC LL 16.0 PSF TC OL 15.0 PsF BC OL 5.0 F'SF TOT .LD. 36.0 PSF OUR. FAC. 1.25 SCALE - 0.5000 REF A427--0153 DATE 06/ 1 2%90 is t• DAG CAUSAd27 9016304 U• CA -ENG lu O/A LEN_ 6 -0 - PITCH 4,;70-/12-1 TYPE CONN-' �1. "� SBS 2X4 F IR --LARCH STJl1�AR0 ,CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH pREOUIRENENTS OF. I.C.S.O. RESEARCH REPORT #2949. +BALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORNGS. 130 S 16011fi4A-6 FOR TYP. PLATE LOCATION DETAILS. NOTE 2Xd3FF4i=FIR-BET7ET1 L'S3KfINU0U6 LATERAL BOTTOM )CHORD SPACING @ 72' MAX. O.C. REQUIRED_ ATTACH WITH 2!,164-NAILS.---BRACING-IS_-NOT REQUIRED IF A RIGID CEILIHiG iS ATTACHED DIRECTLY TO 06TTOM-CHORD--BRACING-J4ATEAIii ? TO 6E SUPPLIED ADD ATTACHED AT 60TH ENDS TO A SUITABLE SUPPORT BY ERECTIINd CONTRACTOR. 5X4 TC X -LOC L -R 0.29.. 4.16 7.50 10.84 14.71 SC X -LOC L -R; 0.29 7.50 14.71 D C N SINGLE CUT WES #-TC: 1. 3 SC:2 13 TOP CHORO SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED N PURLINS SPACED AT A MAXIMUM OF 24' O.C. v CONNECTOR PLATES OESIGNED FOR GREEN LLMER PER NDS a TABLE 8.15. Qa O O BUTTE COUNTY BUILDING DEPARTMENT w w ^ O J r— Li 7-6-0 1 7-8-0 8-5196 w- 5_50 - REV 15.3-4 OVER 2 SUPPORTS DESIGH CRET. UBC •r !�-SlgA 4� 5_50' �-`"� DELT. TVP.—ALPINE SEEN-- 16235 FURNISH A COPY OF THIS DESIGN TO E%CTION CONTRACTOR TOT. LD. 36. 0 PSF GUR . FAC . 1.25 r o v a o o c I�iPORTANT43E� to ewPmacm nme-ARMING ��s� as o O C O amm' M WSW nese 9owlanfss or see ac�ei �M -or*., '. 4w=M +mo jamm a a o a ar® amin as sw :alae a i.� sa Inas a cmeamw so �oo45anaea."M . sa c� c� o er M IM Im1w sreom -1w sr tet. +asl+E Ras IEE rw .aoarssrs sir.. Tea r Q a O a AM aras'ac=K9 OEM A 9MM rJa�a i+� 10W anama �U�6aN. wAM as®.! ' a ALP o snas� =wt Mir" or Ann arc ww .: Sam w 0450 was a Lxm"r w� CA C Q �* W�T7al6 145 !ns i{M :T 6O 41Csi Jnr rw458a.► RraP®;7�Ce �1f� s+ax moms ems sa r NOR& eats: ssa3mm wsas aots45 can am aos cmm as sick c T. o assn snoa45 cowaw mm smics .t s�eoms ac GM=NW en wwor. eo an Roe Rua SIM C=3 o v e= o o .� as cm asu. =amaw ew WSMAN 19"Tm ids. ....ns - es rm� ies - � Asa aEamr �soras� sm � mieat�® 8-5196 w- 5_50 - REV 15.3-4 DESIGH CRET. UBC TC LL 16.0 PSF Tr_ OL 15.0 PSF eC 1X_ 5.0 PsF TOT. LD. 36. 0 PSF GUR . FAC . 1.25 8f g+ .15-t1-0 r tF OS1121901{ Q, WG CAUMQ? 90163M \ L� r -EN G H A LEN. 15�0�0� t :TCH 4_.,0-112-1 FSE ,COMN7,=,* T /5 'OP-CHORO 'M iFIP�LARCN -04i 6TT CORD 2X41 FIRS -LARCH IiQ •WEBS 2X4 FIR-LAR�i STANDARD MNVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS ?ESIGNER; PLATE MANLFACTURER. NOR TRUSS FABRICATOR. PERSONS iRECTING TR'US'SES AGE CAUTIONED TO SEEK ADVICE BY LOCAL "ROFESSIONAL EMINEER SEGARnING CONVENTIONAL FRAMING. Q,1 HIP DESI(�O TO SiIPPORT 5 -11 -OA JACKS WITH NIO'MlE .S_ ,0N ECTOR PLATES MUST 8E INSTALLED IN ACCORDANCE WITH TE(X1IREHENTS OF I.C.S.O. RESEARCH REPORT 02949. DLL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. :EE ORNGS. 130 G 160/16OA-6 FOR TYP. PLATE LOCATION DETAILS. Top CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED ,AJFLI NS SPACED AT A MAXIMUM OF 24' O . C _ rote: 2X= J4 bei--fis or better continuous lateral oatue @72" O.Z. sag. required. Attacb •/2-16d nails. Bracing is if a rigid ceiling is attached 81rectly_to bottaw cbord. mater-La%te`De suppTf`ed Dad attached at botA en3s to zi--u by erectlxm contractor. Support :.-ME STER I13UT CLOAR5 & UI TC X -LOC L -R: 0.29 4.53 1O.d7 14.71 SC X-L0C L -R: 0.29 5.10 9.74 14.71 ip.7C 1nt.7 i7G..71O.v rwn wre-w+.. .i. - CHORD TO }IIP RAFTER AND SUPPORT EVERY FOUR FEET. LA' BRACE FLAT TOP CHORD WITH 2X4 03 OR BETTER HEN -FIR i QITH 2-150 NAILS AND 2X4 DIAGONAL BRACE PER BWT-76 1 SUPPORT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSESA, SINGLE CUT WES 0-2 ENDS: 1.3 CONTRACTORS WARNING THIS TRUSS IS DESIGNED TO BEAR ARD/OR SUPPORT ADOITIOMAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUE IS ERECTED PROPERLY. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE SAO. BX$ 7X6, �m .tea s -3x.93 T �� r� C-3 L`) BU E COUNTY i 5--11-4 3-1-8 5-01-4 G DEPARTMENT z 15--0-0 OVER 2 SUPPORTSI a. ® V E P-9630 N- 3.50' p- v- 3 TYP.-ALPINE SEON-- 16243 FURNISH A COPY 13F THIS DESIGN TO ERECTION CONTRACTOR REV 15. .4 SCALE - 0-5000 �)LT. memaw"�aw yam am DESIGN CRT. T: REF 8427--OI63 o a � cm v o **IWORTANT** � s� m WARNING ,was ,rsaer. sums Dom'wmm TC LL >0 PSF 16 0 P DATE 06/12/90 C=3 a o a � ~ amt saV stsuvs w AN asV3a� �ms.1W t '! . o p C v o >mc Ump" an am •+otss = *UK& 7E ams ]a anw as wra " s'rnow abs R A9- AMK svaenow r . •am �sr fm fmirmni � mm TC OL 15. 0 PSF GANG C�►t15R427 90ISM47 X= o o v o f C:1 a AM amwACU M aw av in" �tiiamN sin a� J@XrsM �aaa IF .� .Dos oaear mwsucsm e+i. mawsnea� serf 1w Doo � at tsnaa: a..M CA HC OL 5.0 PSF CA -ENG 46 - nRT oa�mc to am s� ar eaox loan mo t=iw mm �v afte m sL>am s� TOT . L0 . 36. 0 PSF O/A LEN. 15-0-0 o c c mW az�c aM m sa r ataasa dILM oat nsri. wn¢ ac m 1Rs Dam Deans a oe1cn 11 ens WO 11"011 1.25 PITCH 4.011 C=3 I i65 o®W r+a�s aosfs MW � •AW0®oc IM sao�sm w 109M. W +� "a RA aca . DEO! IWO F» Ep�r W01W -VARM OUR . EAC . SETBACK 5' i 1 ' IT—7 I C I PS ' 0 0 o a o o ,�� - �� ,� Baa - r<rsaw a®w r�r sw aa�e *aa T �� r� C-3 L`) BOT CHORD L2X4j FIR—LARCH 011 WEBS 2X4 FIR—LARCH STANDARD ATz=BUOCK=2X4=F—IR=LARCH=0-1= BL=OCK=LENGTHz�-4.370' CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.S.O. RESEARCH REPORT 42949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 & 160/16OA—G FOR TYP. PLATE LOCATION DETAILS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE B.1B. Note: 2X4 -0 -hem -f ii or better continuous- lateral bottom -chord -bracing @72" O.C._max.- required._Attach.w/2�16d nails-. Bracing is not required 'if -�aarigld-ceiling-�is-attached -direct-lp-to-bottom-chorda Bracing material -to be -supplied -and -attached -at both —ends—to-4 suitable support ,,by erection contractor. 8X8 2 - 4.00 2.5X4 rF�� 1.5X4 TC X—LOC L—R: 0.29 4.53 8.31 12.83 BC X—LOC L—R: 0.29 5.10 7.57 12.83 USE THIS—DESIGN—FOR=COMMON—HiP TRUSSES—@24-'—O.C"E'XTEND`TOP CHORD TO HIP RAFTER AND SUPPORT EVERY -FOUR FEET-. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #3=0R^BETTER=HEM FIRY@24"`0'C WITH�2-16D NAILS AND 2X4 DIAGONAL BRACE PER BWT-76 FIGURE 5 SUPPORT HIP RAFTER WITH CRIPPLE EVERY TWO TRUSSES (6B").�7 111 HIP DESIGNED TO SUPPORT 5-1i-04 JACKS WITH NO WEBS: SINGLE CUT WEB f-2 ENDS: 1, 3 CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. X12 — 3X4 2 4.00 3X6 No. 0043845 * Exp. 6 30-93 I fl D C N I) 0 0 u O1 0 Ut 0 T_117 C` C :f 3X6 1-6-0 BUTTE COUNTY 5-11-4 5- 4 S ILDING DEPARTMENT 12-10-0 OVER 2 SUPPORTS P P R O Y --E D R-7064 W- 3.50" k - - —J R-9374 W- 3.50" PLT. TYP.-ALPINE SEON-- 15246 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE = 0.5000 c 0 0 0 0 0 **IMPORTANT** u',NOTT BE PEsv IBLE FOR'myWARNING mmuum mWOLURE cr m uue cum DESIGN CRIT: UBC REF R427==01639 DEVIATION rWN THESE SPECIFICATIONS 01 ANY DEVIATION 6RACLG.6B •Off -70•. VYCSIC N= TRUMM TC LL 16.0 PSF DATE Y06/12/90 TWIG RESIGN W ANT FAILUE SPD BUILD TIE TAM III GDWCANLCE CM@V0ART ANO IEDONpp►TIDb�TPII . SEE WN I E •BwLnr STANDARD QST6S• ST TPI. ALPINE CONNECTORS INDS DESIGN FON ADDITIONAL SPECIAL PEIMA- TC OL 15.0 PSF DRWG CAUSR427 90163050 ATRUSS AM IYI�ACTUEV FRDN ZO SUM GALVANIZED 6TEa I6lESS UMMISE SNDNII MEETING IEOLOWNEMS OF ASTM AILS WADE A. NDR IUCIIf RE I IA E/Ai. UAU M OTNIEWAM SN xK Taal also $14A L eE uTERAUY CA BC OL 5.0 PSF CA -ENG �ANYLr MACED m�IET TDIN6 To eoTN FAIfB AT EAaI 1oIM AGN LOCATE As SHOWN. BLARING MIDRS APE 4' NOMINAL UNLESS OTNERNISE SPHVM. DESIGN sTAwmw cornrow 1IITN APPLICABLE noMvisiCe or nTN PN�Ntr AnacEo 0.TwaEr sNeATxIIIE, BOTTOM OM WITH P400 CEILING ON SRAQNS AS SPECIFIED ON DESIGN. W NOT UBE TWIG n ry t�l 111 'lll� N TOT.LD. 36.O PSF 0/A LEN. 12-1O-0 s IH OUR . FAC . 1.25 PITCH 4,0/ J21 O G C G G G C=I ANO RPI (DCII . MS104 WITH FIFE FITAMANT MATED LIIMSER. SETBACK 5' 1 1 °{ - —- C I PS,'-- NGII! " TOM PLATE INSIITUI 148 " NATIONAL DESIGN SPECIFICATION POT woo ODNGTR{GnnM TYPE /_-/z-yc T_117 C` C :f 4T. %LEDGE-= 2X5=F-IA=a:ARlCh'f=fZ 'O l4ECTOR PLATES RUST BE INSTALLED IN ACCMAN[:E MfITH :cwiaEAEws OF I.C.o.O. RESEARCH REPORT #2949. dLL PLATES ARE CENTERED ON JOINT UKESS OTHERWISE INDICATED. 3EE DRWGS. 130 6 160/16011-G FOR TYP, PLATE LOCATION DETAILS. TOP CORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED )URLINS SPACED AT A MAXIKJM OF 24' D.C. .0N:NECTOR PLATES DESIGNED FOR SEN LUMBER PER NOS fASLE B -IB. 5X4 TC X -LOC L -R: 0.29 6.42 12.83 8C X --LOC L -R: 0.29 6.42 12.83 SItQ-E CUT WES #-BC: i CONTRACTORS WARNINQ THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION( TO ENSURE THAT THIS TRtASS IS ERECTED PROPERLY. WEDGE MUST BE CUT FROM ONE-SOCIO'PIECE 4RTH LONGITUDINAL GRAIN PARALLEL TO BOTTOM CHORD. FOR_PLA.T_ING-[E-TAILS_SEE_DRAiIINI NOTE: 2x4 i3 NEN EIA OR 13�TT£A CDHTINM5 CATER BOT C40M BRACING @ 72' MAX. O.C. _REWIRED. ATTACH WITH 2-:Ifid NULS. BRACING IS PLOT €iEGMAEO IF A RIGID CEILI .IS liTTACHEfl DIRECTLY-Tf)-BUTTIDN-CHORO.BRACING-MATERIA TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE %44)ORT BY ERECTION CONTRACTOR- %2 ON TRACTOR_ BUTTE COUNTY �" GILDING DEPARTKliI=NT P P R O V E D 6-5-0 ! 6-5-0 G Q0 US') A -45i♦ w- 3.50' - ' - R-4520 W- 3.50' =LT. TYP.-ALPINE SEG*-- 162$3 FURNISH A COPY (IF THIS DESI6N TO ERECTION CWTUACTOA REY 15_3_4 SCALE = 0.5w E= 0 o o a cm 0 o c a J4"� °�D' -m "_ lo= °�'a � cam *JMPORTANT** oaa sa E 1ea>msmarw ARNING a �m eacrivl w 7Fvwmm »raj 711= wmrmxnoa m am SEn7ml rimaes� ae-�s ;cams soap .a�er� S I*7At CRIT: UBC Tiff R427--_4163 �_ LL 16. G PSF F— _ DATE 06/ 9O O o O C= C= C= C=) a a c o O O Ai.PI M ss cs a c a O o a C7 c Q o 71CK 1EMM Ot AW rasa to Mer TW 7CUM N W W WART ab AM na 10'10 '92%9" Riaaaa OR"mIn. A^m It= mmm Mil imp3a6t Wm& pm - MW n G=M MILVO03M rm Ullum Solt Wocza 1im C m wl3a saw tw'"mm 900 amm wommo " v as*$ &do � A_ a1oa� DMP Qa M UL a linumul a� awl: axm m7am 10 tR711 u�i m E,w asAw7t np t�7E WIN mv�� aQasom Il7Y� aaa+m6 CQaR :WA;cm >� a* 4' ZDMXA Imm; of Emam 9x70. �prm 04" 10771 1Qm C LDi al �t claim a.sa. 10 sWLZCM ava®s r sam"m o7 am=. s17m um no an amrca. acpw � FSE 11Ln.om was Loo CA OL 8C UL TOT. LI? . 15. 0 5-0 35.0 PSF PSF PSf DPWG CAMUe7 90iCV4 CA -ENG LZ O/A LEN. Ol1R=FAC . i . 25 PITCH 4-01 2� WON MAX Mn 7= - 7t7m+t a mom sss'a:7m1 .a1 m ase m&=80 ;SPACING 24.0' TYPE iC0+iN r - �, G Q0 US') i TOP CHORD 12X6] FIR -LARCH BOT,CHORD 2X611 FIR -LARCH - �nCGJ_CA-4—r 1 -n -L -sent -,n RT BL.OGK— 2X4, FIR -LARCH BLOCK LENGTH - 5.029' CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/160A -G FOR TYP. PLATE LOCATION DETAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE B.1B. £gdi K £ Ac/ ��_---.- A�ar}rma connection for 8=0-0 trusses at 24 O.C. to tiottom cchord: Simpson LU24.y_Seescataloq Ci9OH=1,.�j for_nailinq_specificatiotis. LOC L -R: 0.29 6.42 11.04 BC X -LOC L -R: 0.29 6.42 11.04 SINGLE CUT WEB /-BC:1 ROM ONE SIDE-- 8` 0' OF SPAN FRAMING -TO -THE -BOT -CHORD PPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT ING_A TC -LOAD OF 62 PLF AND A BC LOAO.OFr113_.PLF J TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. NOTE: 2X4 #3-HEM=FIR`OR BETTER-CONTINUOUS'L'ATERAL BOTTOM CHORD BRACING @ 72" MAX. O.C. REQUIRED. ATTACH WITH 2=16d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING I5 ATTACHED`DIRECTLY TO-BOTTOM-CHORD—BRAGI-NG-MA-T-ERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR.' 6-5-0 14-11-0 iii-4-0 OVER 2 SUPPORTS, R -939N/ W- 3.50' No. 0043845 * X0.6-30.93 # BUTTE COUNTY BUILDING DEPARTMENT APPROVED R -939i W- 3.50" n D C N D N V (D 0 64 01 w O D PLT. TYP.-ALPINE SEGN-- 16240 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE - 0.5000 0 0 0 0 0 0 MDEVIATION C= O C C O C C **IMPORTANT**.L9ui�Woi"ee �b .1BLLPOLR IA.cmiWARNING FTON 7NESE SPECIFICATIONS Oa ANY NEVIATION F9W TWIS OEGI9R ON AM FAILURE TO WILD THE TRUM6 IN CONODWANCE WITH THE '6WLIlY 67ANDAM WIN* BY TPI. ALPINE COHECTOM AN NANUFACTU ED FROM 20 SAM GALVANIZED STEEL WMLM OTMANISE SH ML MEETDC NEMIREIEM6 OF ASN ARAE ORAOE A. COMECTOM TO BOTH FACES AT EAU .DIM ANO LOCATE AS SHOWN. NB N BEARING HIMHs Weil maim UNLESS OTIEAVISE SHOWN. DESIGN SIMUM6 CDiBRW W77H APPLICABLE PROVISIONS OF +TOG LO WTPI mCi). qM CAM INNU6WFNWQIH�EfEECTIION AND OAAMN6.SEE 9IWT-7e'. EIROMNS Now TNUSSM COMMENTARY AND NEC0"w"TIONi-•TPII. EEE THIS CESIGN FOR AWITIOHAL SPECIAL PERM- NETIT BRACING 1EOUT EfENi6. UNLESS OTIEIROM 9orl TOP CHNO SMALL EE LATERALLY BRACED WN7TNR PRO ERLY ATTADED ILYNOw SNE►THING` 6DTTw o+aND HATH RIGID O4n7NNG OR BAcin .6 6PECIFIEO ON OESI91. DO NOT USE ME, oE6IEN n7H P7fE FETANOANT TNEAM UNDER. CA � � � INN' DESIGN CRIT: UBC REF �A427--01633 TC LL 16.0 PSF TC DL � 15. 0 PSF BC OL 5.0 PSF TOT. LD. 36.0 PSF DATE —0-6/12/90— ORWG CAUSR427 90163044 CA -ENG ILAAPPLY O/A LEN. 1 ; �4=0, DUR.FAC_. 1.25 RI-TCH. ,4 . 0Li _2�: N -_TPI -704111 RATE INSTITUTE.NOS : NATIONAL LESION SPECIFICATION FOR WOOD CB610UCTION SPACING SEE ABOVE TYPE�COMN_-t -i3- yo 0 @ BOT CN OM J 2X -4j FIR -LARCH C; l _J O € S VE S 2X49 F -eR-L ARCH+ STANDARD .('T 8COCK2X-A=F-1) MOC-KL=Z,EWB'iHz.— _-d7€I' USS 5At�=pES FOR--ptY'C,[1WON-14IP'T►RUSSES-@24'07C 7 -ERTEN JOFT C-MR0 MzH1IR RAFTER AND SORT EVERY FOUR FEET. LA:TERALL 's. BRACE FLkT TOP CHOFe WITH 2X4 03 OR BETTER fC- -FEIN @24` D.C. WITH 2-16D MAILS AND 2X4 €9g AGONAL EGRACE PER SeCT-lib FIGURE 6 M SIiPPQRT HIP RAFF'cR #ITii Cit]EPPLt_Et%ES;Y T1P''v_TFt1LSSES_ $�° �j_y-� it HITT DESIR4E6 TO SUPPORT 7-11-0d JACKS WITH PJD 1i es7i G 911'4--CTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 3 € EGUI RECEN i S OF I . C . �i _ ^�.. € ESEARCH REPORT 02-449. ALL PLATES &RE C-CWTERED ON JGINT ;—ESS OTHERWISE INDICATED. SEE [3 ^ G _ t.:40 & 160/j ;)A -F FOR i YP. PLATTE LOCATION O` TAILS- C3- NTRACTORrs 14AA E NS: THIS TPUSS IS DESISI-E D TO BEAR AND/0A 6T AUDITIONiAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS AE)VISED MRINIG INSTALLATION 10 E THAT THIS TWJSS IS ERECTED PROPEPLY. Nofe: 2X8 3 teems -fir or bei..er cantA uous fateral fQifto& goad @72"' G.C. ;aax. re(Mred. Attach rr/2-16d sails. Bracing is pt r iE a_ igld ce£lf,rg_ts-aftactsed directly Lxr=trotto�Yclsvrd �Bradn �terlal ICo'trr supplied and attacitei at both ends to a suitable support y. erec-tfov cer.tr3ctor. All calls speci€ie6 are comon wire raiEs. SX 14i 3X4 3X4 I T 9 3x4 I 2.5X4 3X6 4X6 7-11--4 a 16-6-12 A-59740 0- 3.50' t-^' SEGN--10?4S5 FURNISH A CUP1 >Q© ems® cm a=0 6= C=3 9�- C=3 C= a e2 C=3 P1 [�T ® d 1 WORT ANI' ,e, rEVj,9ZW e=s -.�E *XREWWAMM IS =F ezrfctX nm += S= iaEaw 0w -w ssnum "MSMT.a cew r to cGovemom am .ausaer"Mm ow m Wm� eILomarm sMEL ups 02PUMM 630M STET31B CF AMU AMS SOMM A ams Gab wM Col. —.n( - twr--d6A� 7tRflnxs eenrs— rn�asma ser TC X -LOC L -R: 0.00 6.53 10-92 15.35 19.76 24.50 n BC X -LOC L -R: 0.00 7.26 10.92 15.35 19.78 22.35 24.509 C 15.0 Psi' u: 5-0 pSF TOT . LU . J2 COMPLETE TRUSSES REOUIRE® F====s A FASTEN TOGETHER WITH : 16D NAILS � v T®P C'h _--.-_-----__-_— iJ` O.C. Cc: TNESS---------------- 4' 0': ST/�9EDE CH ------------------ 16' 0. C. -„ COMVEW-JOKAL FRAMING IS -NOT THE RESPONSIBILITY OF THE TRUSS R) O MSIGNER. PLATE NAW.WAICTURER, NlOR TRUSS FABRICATOR. PERSO"S ERECTIM TFK?SSES ARE C NUT IONED TO SEEK ADVICE BY LOCAL Pi ENGIWER REGA14DING CUME14TIONAL FRANIM. Pi ALL BOMM. ARD SPLICES OCCURRING BETWEEN PANEL POINN'TS ARE TO UE LOCATED AT APPROXIMATELY 1l4 OF PAWL LENGTH FRC94 PANEL POINT (WITHIN 92`) AND SHM1) MT OCCUR IN PANELS W -XT TO A PANEL POINT SPLICE. TOP CHORD. $HALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PUALIN@S SPAACEO AT A M"IMUM OF 24' O -C. Connector plates desigoed for greens lumber per MS Table g.1B. BUTTE COUNTY BUILDING DEPARTMENT 2.5X4 8X8 3X4 P P. R o v E D wit / 3-1-13 s 5X6 1.5X4 1.5 A 9 � rRp. t- 3iz93 1 OF THIS DESIGN TO ERECTIi 4ARNING aaeie. est me faac > TM M5301 FM ammewwL W=A& MS & - 03D" amcns . OU75 sngw3w Pax 7m axw gee& im rLawau- Wum t3UR PFLVW—f ARAl RW S$VM�(1 S1F4�a14 as s<f'Qmm 09 mmm. WSW eke wrb R-2W4e A- 3.50- J Vii. (a � s REV 15.3.4 DESIGN CRIT: UBC TO Li. 16.0 PSF Tc OL 15.0 Psi' 8C 01. 5-0 pSF TOT . LU . 36. 0 PSF mp..FAc. 1.25 SETBACK 7 -11 i - T4.ALt = v.�u+J F 8427--91371 TE 07I24J90- CAMUU27 90205028 (A LEN. 24-6-0 ITCH 4.0/1 ME C IPM-- /' 1073 THI$ ONG` PDa2M D-� Ct�UTETt TOP -CHOFUi 2X5: FIR -LARCH f2- TC X -LOC L -R: BOT,CHOPDJ 2X1 f Fit -LAR 1 #I WE !% 2X4 Fait -LARCH ST"AREL EXCEPT AS SHOM BC X -LOC L -R: L1 f �C8C 2X9 3R'LARC`i��1� : 16cw--9C-L.1.370' USE SAME`DESIGN;FOA'E}w=pr'Y-vowo —iFiip-TFi1I55E5'@24-o,:c. EXTEw TOP CHORO TO HIP RAFTER ANO SUPPORT EVERY FOUR FEET. LITIEWTALL1 MACE FLAT TOP CHORD t11TR--2X4 43E OW SETTER HEM -FIR 024' O.C.1 'WITH! 2-16D NAILS AND 2X4 DIA90NAL BRACE PEA BWT-76 FIS 6j6) SUPPOnT P RAF—T"-*I-T- I -CRIPPLE -EVERY TW0 T€Wt3S$ES_(68'.)_.— rl :sIP OeSI( 13 TQ PE T 5-11-04 .;aCKS h1ITH NO WEBS. CONNECTOR PLATES. N►.DST BE IW:STALLEiD IN ACCORDANCE WITS4 REOUIREMEN'TS OF I.C_}3.(D. nESEA2iA REPORT 92949. Ai L PLATES ARE CENTERED 0" JOINT L*&ESS OTHETWI5E IMIC&T--U. SEE DANGS. SQL+ % ?60/4S0A-F FOR TYP_ PLATE LOTION OETAILS. ALL NAILS SPECIFIED ARE COMMON KNE NAILS. 95te:-2X4-43 ices-£tr or betCe o nt-g late-ra176ottas cisord-bra-C"- fBT2" O.C. zex. iregeired. Attach v/2-I3d nails. Bracing 1s oot ae9nir d ,if a rigid celllug is attacked directlyto bottom chnrd,�8racinq t2rla 'to °tees of ed-aT attar d aL b tth ec&s to asuitable support by evect on contractor. Connector plates desigpLe9 for greeot lusber per MS Table S.1B. �fBD �3X4si':L._Dt:t�biocK. 3X6 ,4.. a 9X14 5X06 0.00 4.53 5.42 14-35 19.28 24.21 0.00 5.26 3.42 14.35 19.26 24.21 IR FASTEN TOGETHER WITH 46D NAILS TOP• CH ------------ -- 16' O.C. WEFTS= ----------------- lir" O -C. STAGGERED BOY C}! ----------------- 16, O.C. �. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF TME TMSS DESIG A. PLATE b !'FACF'UPER; NCR TRUSS FABRICATOR_ TFRSONS ERECTING TRLGSES ARE CAUTIONED TO SEEK AEDVICE BY LOCAL PROFESSIO94AL ENGINEER RESAAGING CONVENTIONAL FRAMING. ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTti ARE TO BE LOCATED AT APPROXIKATELY 1/4 OF PANEL LENGTH FRO" PANEL POINT (WITHIN ?2'1 ANO S:-OUL13 NOT OCCUR Its PANELS NEXT TO A PANEL POINT SPL ICE . TOP CHUR[D SHALL BE LATERALLY BRACED WITH PROPERLY Cl1WTF4 ICTED PURLINS SPACED AT A MAXIWN OF 24' O.C. 2.5X4 4X6 BUTTE COUNTY BUILDING DEPARTMENT APPROVED 3X14 I-6 tax le 5-13-4 D 18-C-12 t 24-6-0 OVER 2 SUPPORTS - n C W It s 0 w 0 tJ 8-205" Sera 3-50, - Pr YBSS� Gia 3.50' ""- ---� PLT. T-YP.-ALPINE SEON--107147 FURKIsH A COPY DF THIS DESIGN TO ERECTIOA CONTRACTOR REV 15.3.4 SCALE = 0.2500 �. Tiaa�c EetTr� urs ING JEsii4! CSIIT_ i s I T- REF JR40 — i s1 aEE ss Sam= as a oma eek wwssvrsTTa� on are= revr:TT evrXT-3Z -mom-Ts'. S ew mousk"UG C PSF DATE07y23130"-ami"Z � � a3 o am Sw zsmem M M4Z TM wI ]� Q7lsEWATI aw SMJ �'a.sTT STA=M T5° C" Tiny. r.�r� Was "A er�TOSOL SISC7t1 PEI=, - C DL 15.0 PSF lei ORNG X27 SC2o4w6 a ®AM aQ0L** Tl� "M 26 siva" w-�xmg � seat M=** fix. wum wftwama aaax WJTM EF � � a� A. ani w cim azau eE L tIML• � I CA C OL - 0 PSF CA -ENG �, =OrVMM Tx aw%.r fv ex. aaarS e► F_/9N MMM 00 ;ypaT¢ WSW P�qr A"14"M : "OP' CHCRDj' 2X6 FIR-L}RCN f2 )OT -CHDF� - 2.X�! FIR-LAf i 1 'WE.65 2Xd FIRJLARCH STANDARD BLOCK LEWS'TH 5-479' 7TH: 8L'OC1C=2X4='F°IF�L:ARCF1� �S JSE SANE`aESIGN F(3R`OPIE=My-CajgDN'HIP'�� 5 �2'�'4:C: ERTEN[ TOP CHORD TO KIP RAFTER AM SUPPORT EVERY FOUR FEET. LATERALLY !RACE FLAT TOP CHORD WITH 2X4 03 OR BETTER �F76 @e4- ;E.C'l -. 'KITH 2-160 NAILS AND 2X4 DIAGONAL BRACE 481 vonaLHtP,RAFTER 11IT14 CRIPPLE T1AO TRi1SSES {68�1� P OESI6NE0 TO SUPPORT 7-11-04 JACKS HITH NO H EBS APLATES TC29 C WITH (1 --B.O. PESEACH REPORT SEE URWGS. J30 SENTEF160/16OAA--6 F RT TLYrP.. EPLATE HLOCATION DEI TAILS. CON3RACTORS WAT44ING: THIS TRUSS IS DESIGtED TO BEAR AND/O1R SUPPOM ADDITICNAL LOADS AT SPECIFIC LOCATIONS. PARTICLLAR CARE IS ADVISED DL4VNG INSTALLATION TO ENSLIPE THAT THIS TRUSS IS ERECTEn PROPERLY. e:%4-#3=be�a=frr-or-oeccei.�•••.�..- is not requir?d •ed_ Attach v/2 -16d nails. Bzacia4 O.C.OCwx. required- a rigld ceiling ls.at-- -- directly to h -e chord.ul able _. .___�__.- _�.-EY,rh-P�3a-io=a salt,a�le suFPost 6y -erection contractor. Top chord shall be laterally braced sith pr*Pexly connected puilias spaced at a maxum of 24" O.C. Connector plats designed for green lug 7X6 .per'NDS rab?e-8.iB. 4X4 .)PLT. TVP. -ALPINE R-19110 *- 3.50' SEG"-- 15247 FURNISH A COPY CF THIS DESIGN fC ERECTION aunt a6v»® ,+mat.TC nc. nwe� Wawa Unew ala K1(IWORT ANT X?Fsou aaa Ee rom ARNING a .o.ELTua aas�sen a ea sa no Im wase aa,Eav ran rays m a� ae*ur�s+ secs ®e �s-se ; •o�m rou x Tame sop" o..a !.cs>ra w dQ�a „g www d (3a, a� aEaa.00�*vv+-ori . sc3 "w -9,,,X SSCJM� RG1�' ap, M. Q1PL'e Ttla lZ :¢ �OQ:7�LY fIlL 707 Y ..E awa�ryC�CtiLI na/ a wow a�caa.anv qMM New *,.mK 7l. Isaim SaW ew ETTea¢er Fara .IEw3" Rte' M S as.s ,sae v A. ove :1v oeo sdeL sE t 616 1* �rsQ vc�maac+a>a W aarw ,.� at a.w� ac s. aw li1PSE .r>•. ,. , sT,.oalr ,��daao v�E�Iel* il sm �«. Z� •' a� aQAw ev+emm Pv-- neo nr+, mwcm�taa �. s•�a3ar a[.O. S,a7w�n< fd I.oQiadc 6 at Ls97Y1� a• r»'� IEE si* aw Oil awl MTV, nrw�rr nl>t:. 134 3W a.ar t vM = [ESIa 6irM PPE E 'er «• FaDr •• TR7E/ aiTa = - a.TMOL E@NE1aw wrm, irwd sal MM 0787adT� o a 0 o v o 0 0 0 o o 0 o ALAI o a � T � C=3 c o a co C 3X4 3.5X4 4S 1 B -3X9 7-11-4 1.9-7-5 FRix GIIw-NTp !WJT IT:A-0 § 5i 5: E( Y I. �. TC X -4 -OC L -Ft 0.29 6.53 12.25 17.97 2d.50 n D 5C X-LUC L -FL 0.29 7..26 12.25 17.24 24.50 C `2 CO_M BETE T USSES REOUIREO D N FASTEN TOGETHER WITH 160 NAILS v TOP CH ------------- 15' O.C. WEBS ------------ A- O •C,• STA66£REI0 � BOT CH ------------------ 16' O.C. o CONVENTIONAL FtnAmING IS NOT TTIE SIBILITY OF THE TRUSS A DESIGNER. PLATE HANUFACTUFER NOR. TRUSS FA&CaCATOR. PERSONS O ET9ECTIN6 TRUSSES ARE CAUTICNED TO SEEK AOYICE BY LOCAL � PROFESSIONAL ENGINEER REGAFUI G CONYENTIONAL FRAMING. ,. SIi ,;L..E Citi• WEB #-2 ENDS: S. B. 5 ALL SOTTO" CHORD SPLICES LCCIWIHG BETWEEN PAWL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND SfAMO NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. ALL WLS SPECIFIER AAE COMMON WIRE MAILS. * tM 6-30'93 3X� x.;4.00 4x- I,1 3x6 BUTTE COUNTY BWRdNNG DEPARTMENT 7-i1- lPPR.O-VED X24-5-0 OVER 2 SUPPORTS i Si-21B4i 1!- 3_SO' �Cti'3 RaCT I PEv 15.3.4 --w-0-2500 DESLGN CRIT: UBC —SCALE FEF IR4277Oi64 TC F.L 16.0 PEF DATE 06/i?/90 C- TC 7L 15. 0 PSF G or. rAm4v 90153051 L; CA 5C O- 5.0 PsF C.1 E'GG TOT.LD. 36.0 PSFC/A LEN. 2-4-6-0, I� 1.25 PITCH I— - _12 TYPE CIPS 6.17— 9v 2X4 F 1"4*CTOR PLATES NUST BE INSTALLED IN ACCORDANCE WITH 'EQUIREMENTS OF.� I_C.B.O. RESEARCH SiEPORi #2949. ALL PLATES ARE. CENTERED ON JOINT UNLESS OTHERWISE INDICATEIO. SEE .DAW;S . 130 6 16fl/j6OA–G FOR TYP . PLATE LOCATION DET AILS . TOP CHORD SMALL BE LATERALLY SPACED WITH PROPERLY CONVECTED PLIRLI,S SPACED AT A NAXIKM. CW 24' O.0 _ CONNECTOR PLATES DESIGNED FOR SEN Lt*WR PER NDS TABLE 0.18- BRACING .]HT. BRACING @ 72' MAX. O.C. -REQUIRED. ATTACH wiTH 2'1611 NAILS. 8MAZCING IS NOT REOUIPED IF A RIGID CEILI; IS 1lTTACED–DIREMY–TIO–BOTTOM–CHOFV—M CIH6 MATERIA'. TO 8E SUPPLIED AM ATTACHED AT BOTCH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2X6 i .r 5X4 .5X4 a.occ:�- 3x4 12-3-0 1 12-3-0 r nu. �i sr _ 1+wry i TC X–LOG L–FH` 0.29 6.53 12.25 17.97 24.50 SC X–LOC L -4t 0.29 9.44 16.06 24.50 SINGLE CUT WES 0-TC:1.4 BOTTOM CHORD CHECKED FOR 113 PSF LIVE LOAD_ CONTRACTORS MARNIM ?NIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE.THAT THIS TRUSS IS ERECTED PROPERLY _ WEDSE–MUST–SE–CUT–FMX'DNE–SOLID=PIECE W,T" LONSITWINAL _WA3N_PARALLEI_T1O BOTT014–C GIRD. FOR PLATING DETAILS SEE DRAJOING 110. A131. 1.5X4 BUTTE COUNTY BUILDING DEPARTMENT AP:PR®VE® V2.5X4 A-872/ W- 3.50' ?LT. TYP.-ALPINE SHIN-- 15238 FURNISH A COPY OF THIS DESIGW TO ERECTION CONTRACTOR REV 15.3.4 SCALE.- 0.2500 '*Awe 0 0 0 c >= d AmissaEwWM a o s= � o a Owp� Tyr. lmr- *mw � � cow M -XI W 3R7AiNT *X sru za eE �e res ARMING A +oseLm amolm sw FUNVOW aVXZFVCseos m aw 9MATUM 4MOMAN'9..-7s-. l w=a MW .acs Ts TMOM as ZW 6WKVW 'M ==W PC mm to V NWBW r AM.ECOMMUM sfG.3Po. =W Sa m �m sWOM WIN w WL ALP= V=®r M #=T=VL�+a� ,W se{iACTWIM 5NO 70 =WX %LW®e SML SOW mss:& Ulu= eta area +scrJM pec: ,mai A&M � rsmt UP moo ..LL eE �AT amm � wam rAM " Dow �amrs rs ears awm Mmmv .Tram ftwow OWW. g� � ASE r �� 901W BWDS. 8SMS Dao WW apaa CS7E4" � � oT �•• — . =x f —mom - �® w n: w mr mw um aes a. Xm aa7. arsear cot ormrwr mo.rmv soma. CA :TOT oil DESIGN cRI r: UBC AEF A427--01631 TC LL 16 .O -5F TC GL 1`J. 0 PSr 6C aL (U) 5.0 FSF . L0. 36 . ii PSF EIA rE -06112%�i� DAWG CAi 7 90163042 CA-E.rcamw o1a LEAs _ 24 -6 -fl oUR.FAC . 1.25 ^ PITCH 4.0112 SPACING = Z4.0' TYPE fCQASPI?�- .--m - *.� ".A% 3e+s fm - m,»oc mar spowitsram Tau low mm'arzo� G-i3- v TOP- CH"t 2X6 FIR-L4Y4CFi 42� BOT-CHOM- `2X4 FIR -LARCH! •.i WEBS 2X-4 FIR -LARCH STANoA - RT�`8L'OC C;2X4_fIF L,ARQ1�fS� : BLOCK LE 5TF1 6_478' USE -SAME -DESIGN- FOR ONE--PLY-CIE}+WN'HIP'TAJSSES= 924! 0.C:2EXTEND TOP CHORD TO•FLIP RAFTER AND SUPPORT EVERY FOUR FEET. LATERALLY BRACE FLATTOP CHUM WITH 2X4 /3 on BETTER HE* -FIR @24' O.C. � W11H 2-160.MAILS,INO 2xA=DIACCDt I OU-CE-=PER-I:B -=76 FIGURE -6"18) SUPPORT HIP P.AFTER_WITH_CRIRPLE_EVEny TWO-TRUSSES-{68'1-.-� it—HIP DESIGNED TO SUPPORT 7 -11 -OA JACKS WITH NO tom. CONNECTOR PLATES KJIST BE INSTALLED IN AC XRDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT 112949. ALL SEE MWGSS ARE S 30 SENTERED 160//15OAA--6VOFPRT T Y1" --ESS . EPLATE LOCArIDETAILS.ION D CrN7RACTORS WARNING: THIS TAUS, IS DESIGNED TO BEAR AND/OR SUPPOM ADDITIONAL LOADS AT SPECIFIC LOCA1It3N1S. TO ENSLPE THCATHIS IS ATRUSSSOISLERECTED PROPMNG ERLY- Ibte: 1%Q t3 bear-Eit 6t-better-wntitbaci lateial bottem-cfsord-bsaGi� t312� O.C. Wax. regatred_ attach v/2 -16d nails. Bracing is not requir5 if a riggid celi ing/is.-attwlmd-directly- to battoa'ch,ord= Bracing aiaterlal-to-be-supplied and attached at botb ends to a saltable support try erection contractor_ To 'chord shall be laterally braced with properly connected purlins spaced at a maxkum of 24" O.C. Crinnector plates designed for green lumber 7X6 3X8 per: NDS Table -8.1B. 4X4 R/-19114 W- 3.50' T. TYP.-AL 0 0 o fl +o 0 a s= o c Q p O D to o o v ALAI a 0 r� TFUSS 0 o c o C= o 3X4 ! J.5XA #S#B-3X9 7-11-4 1.9-7-5 r,3 FSUX CATER lWjT 2jnD§jWS) S.iSN1ITIED $Y T:4 -r WR. .� k - L; TE X-`L0CC L -R: 0.23 6.53 12.25 17.97 24.50 n Te LL16.0 �� TC OL 15.0 PSE OC OL 5.0 PsF TOT_LO- 36.0 PSFC/A nn Tr U6/ 12 90— SC X -LOC L -R: 0.29 7..26 12.25 17.24 24.50 C LEm. 2A:6=9 DUR.FAC. 1.25 IPITCH____X4.0/1=211, D 2 COMPLETE TRUSSES REQUIRED � FASTEN TOGETHER WITH 16D NAILS N TOP CH 15 O -C 4iEHS ------------- A O.C. 5TA66ERED BOT CH ---------------- 16' O.C.1 o CONVENTIONAL FRAMING IS NOT TIME PLESPONSIBILITY OF THE TRUSS 01 DESiGWA PLATE KANUFACTURER NOR TRUSS FABRICATOR. PERSONS W ERECTING TRUSSES ARE CAU'TIC ED TO SEEK ADVICE BY LOCAL U PROFESSIONAL ENSINEfR RESAFUING r-ONVENTIONAL FRAMING. SINS CUT HE'S i-2 ENDS: 1.3.5 ALL 6LTTO" CK)AD SPLICES OCC93FMIHG BETWEEN PANEL. POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHINI 12') AND S1-AKILD NOT OCCUR Iy PANELS NEXT TO A PANEL POINT SPLICE. ALL WAILS SPECIFIED ARE COW" WIRE HAILS. 5X14 3X6 4.00 4X4 ,1 3X6 rjr A. P-218" V- 3.50- SEpN-- 1 47 FLPNISH A COPY OF THIS CESIGH 'f0 EFECTION CC'WRACT-OR s,�nc a®� ,�c*A nc. +..s.s autres u�rae.s ora NAIWOR TANT #? VWL W1 ME :ca AANI1dG vt "o"asw� tr[srfa" �s a"FAecs. 'EWT-E ; .W=W MOM Teas Axsa a '+t�� w ego a"oaa d asvrsT..00 xa�evo"raas"f�D _ at rQtt" trt '�"4Tr+" VMMD o ogor ar un. r -q%e "am Qw= tet Am"a'L vmw_ vom- rE W�CTs® rx:w as Scam Aca aamw 91M -0r wmm=wC vRMt" gMrM. %on,= e"4Em8Kx one== Gomm sszsm ogmmF m. OF ACM Ras a"tae A. aoM TW pro 1x11 OE LGrg*NLLY 98MW CA once'zExgLTt+= m saw rim Q 8sO" N& ar w tD�H sv wit/gtr N 94 M CZA-1U0 y"tA1q"1$ coat. �xaAf "�aTst �` s' aantsa s>Q!s>; skatrQct Po+e1. aeste" GCio ,4 a fSC7D R7C.:a4 O" V§jC" mor 6'r�ait">T, tMw*n WM A+rt.2"sa"S POWIM 4"6 Q r sir - of m7 ow un %M .aa ap •+.z . , rr.o.r +as ya SM .a a am saw MUM stn" rue 301ox"s 'arrsrm uzarst. Tot" vLAW --- 1� - lYT 7f?�L �$6t•1 6F:7 F=TM" im �alJ O1811�L��'� l QB_l1TTE COUNTY WING DEPARTMEN P P R 0 V E D •PEY 15.3.4 SCALE - 0.2WV .� k - L; DESIGN CRIT: UBC PE 8427-=0j54 Te LL16.0 �� TC OL 15.0 PSE OC OL 5.0 PsF TOT_LO- 36.0 PSFC/A nn Tr U6/ 12 90— Gf'TY16 cann4 7 90]63051 CA --ENG '. fLS LEm. 2A:6=9 DUR.FAC. 1.25 IPITCH____X4.0/1=211, SETBACK 7'11-t IT-fPE 1CI1?S-- .. r TOP CHORD2X6 FIR -LARCH Bz7 BOT_CHO_RD 42X4] FIR -LARCH ��li J WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 9 160/16OA-G FOR TYP. PLATE LOCATION DETAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE B.iB. TC X -LOC L -R: 0.29 6.26 11.75 17.21 BC X -LOC L -R: 0.29 8.10 15.40 17.21 SINGLE CUT WEB 0 -TC: 1 : 2- ENDS: 5 (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X4 BUTTE COUNTYPHR BUILDING DEPART MI., P PH k v 11-9-0 15-9-0 1-0 '17-6-0 OVER 2 SUPPORTS ' G 3 � /f o2� 8-6094 W- 3.50" R-6090 N- 3.50' PLT. TYP,-ALPINE SEQN-- 16242 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.4 SCALE - 0.3750 � 0 0 0 0 0 0 **IMPORTANT** 61�YIL�rO'tE�eE K690aaI�FO�R IeN`m'rWARNING I�wW�2►�EEaE�tTI�Bn u�o DESIGN CRIT: UBC REF R427--01635 0 0 0 0 DEVIArIa sada TIEaE ESECInuTloc m .Nr DEVIATIPADH ON Bwtias.sEE •err -Te•, aaaclae .om Taussl<.a TC LL 16.0 PSF DATE 06/12/90— = THIS OEa1 EM Da ANY FAILURE TO BUILD THE Tausc IN GpFOWkE SD1eEMYir YO aEEOMETEf►TIOir+tvt) . WE 0 0 0 o WITH THE •auulTr siuouo esTes• BY TPI. 4La,aE caeEcraAs THIS DESIGN FOR AeonlwuL avEtlw. vewm- TC OL 15.0 PSF DRWG CAUSR427 90163046 o L= o o SIE a1UaJrAGTUED raW 20 6AUFi aLLwaliEO STEEL UrLEES NEMr Ba.�GIa6 aEBULFlOf18. VItEEB orlEarl6E ALPIN o DTKf°'I� w� IEE/M. aEOU1PF1EMa OF AsTM we swioE A. swr� Toa aaa awu BE LATERALLY BRACED CA BC OL (U) 5.0 PSF CA -ENG PI`, awLr caaEcroas TO sora res AT EACH JOINT ua LDutE .►a rITN rssrsE0.r ATTACHED PLYWOOD 9EATnas. 111pol TRUSSTOT.LD.36.0 PSF 0/ALEN. 17-6-06igM1eeanaerlDfiEi .aE 4• aoalauuKE66 Dr1EpnEEaww,eDITD11aoanTNMCIDrzILlaeonen.cl►� salsa aruo+aos twos, nTa .oPLIueLE VaorIBID7B or AS EnEnrl® a DE42sa. DID HOT USE THIS DUR.FAC. 1 .25 _ PITCH F4 .0/1,2 atpB AND RPI O�Cr2. OE82W 1RTN PIPE 1E7:iOlIR IIEITELI LUMBER. � 0 0 0 0 0 0 "_TVI " TauBs RATE ]asT1T1l1 HIS • ILTIOa11L DEwea soEC C' r - U' Is,unoH aoa aoaD oareTauenoa SPACING 24.0" TYPE SCOMN,'--- C' r - U' Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 9 0- 2 4 9 6 FOR RESIDENTIAL DEVELOPMENT `'Section L6 -8.t of the Butte County Code relluires this acknowledgement be recorded, prior. to issuance of a building permit. 90-024966 J:90-024968 90-024968 The property described herein is adjacent 90-424968 I Rec Fee 7.00 to land or included within an area zonedl , Cash 7.00 for agr.i.cu l.tur.a 1. purposes, and res:idents4 ded , of this property may be subject to incon-, ven.i.ences or d i.scomfort arising from Lhe' Official Records 1 use of agricultural chemicals, including ,t County of , but not .l.i.nri-Led to herbicides, pesticides, Butte 1 and ferL:ilizers; and from the pursuit Candace J. Grubbs 1 of. agI.i.c:u.ltura1. ope:ral-i.ons including, Recorder 1 • but not-. lima.ted to cultivation, plowing, 11:49am 14 -Jun -90 1 CD 2 spraying, pruning, and harvesting which 4 ' --. - - occasionally generate dust, smoke, noise, and odor. Butte County has esunb.l..i shccl eater iLuralr..ones which have as a priority use for productive agricultural. purposes, and r.esi.dent.s within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that reaa property situate i.n the County of Butte, State of California, (lescri-bed us follows: wal WMA VIA �r J t^, PROPERTY OWNERS: = J),�. �A�► �IO2i Wl�t� "16%006J WJCe' -W>C/L Strate of Calif . ) On this the 4 day of June , 19 9Q before me, SS. the undersigned Notary Public, personally appeared County of _Butte ) D R VAN NORTWICK AND MIGNON VAN NORTWICK •;►m �rar.:rmtiu;ilii,nurn�su;muumnn0°°0Qr7tl010© a Personal-ly known to me. ❑ Proved to me on the IMSI s SARA ILENE PALMER = of satisfactory ev:id(>n('e. NOTARY YUI3LlC-CALIFORAIIA to be the person(s) whose name(s) Art - PRINCIPAL C r OFFICE IN -- --- - m° BUTTE COUNTY = subscribed to the within instrument and acknowledged that. They - My Commission Expires September 24, 1993 a executed the same for the purposes therein contained. I'N WETNESS t•.uuuanum���iuunuuuunmr;uuu:awmu;ue.�wnumcmununncv WHEREOF, I hereunto set my hand and official seal.. Present A.P. Nor : , � - .O� Ci' O -(j otary Pubfi c ii _ltl DESCRIPTION: ALIT THAT CALIFORNIA, CERTAIN REAL PROPERTY' SITUATE IN COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:. %4 THE STATE OF PARCEL I: ;SLOT 8, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE STATE —OFFICE OF THE RECORDER OF THE COUNTY OF BUTTEAT�PAGE(S) 4OF CALIFORNIA, ON MAY:�19, 1989, IN BOOK 115 OF MAPS, 48, 49, 50, 51 AND 52. PARCEL II: ro 60 FOOT NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR P6DLIC UTILITIES OVER CORY CANYON ROAD AND CORY CREEK ROAD, AS S11OWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFIO1E OF MAY 1HE 9E RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, 51 AND 52. 1989, IN BOOK 115 OF MAPS, AT PAGE(S) 47, 48, , 50, END OF DOCUMENT NOTES °119A AGE PTORTANT; M ESS FOR A.M. OATE TIME P.M. M OF " t PHONE .AREA CODE NUMBER.. EXTENSION TELEPH��D�NElmw D� CALL r� .�u'a�4'` � ,. x?LEASE �� d7' ...,...1✓'✓F..xx �,G��...�%�i�3,n.Y.a'<. �y �. rvbM ..w..r `? :� �. R�<'�S�e^&�'l�.E aFP s- rN. ��" r `cam' �a�r : � N s z: r ✓ti .': �iCAME TO SEE YDU�y�r�«'�LUILLCALLAGAIN�<s'4w \, °'€:K't�%-P. :.<.Zv.U'�•....Z: S.rh wbY>Y�' .vir.:l✓1J.axr.,F✓:, mr.�„.. RETURNED YDUR CALLS°_ SPECIAL ATTENTIDN y . MESSAGE a% Customer�►'wvc Address SV Q.MT'� comEs I ONGF LLOW AP.LUMBER ality *Truss Design f and Floor Systems a 89 Loren Ave: Chico, --Ca 95928 916-893-0112 FAX 916-893-0140 if S 'Do t�i02�"l�J\.C�IQ Q�C�u 0 REVISES DI M ENSION'j �I NEW pl1.1E►,1Slp tJ � _ 1 "(AFI �,�•° ' J � .. `7' (•� M FAV -1-!J-F<0-0 _ i�„�� ��y P,D•T I IN� (filavtnE 1 HV- (ZAT-ED RmEWA�..t•_ A>7JAcEt.3r Tb At.l. V Vt N(y AREAS \ —I WTYPE X 64 P P tzv> . w/ SELF - cL-OsE'IZ 50 5o St_. AL . w( SIO FIXED VFI • BUTT OUNTY :--- - = BUILDING PABTMENT -q, y, APP RT ®VED . f.3 :yam • REVISED �� t�•�ENS � p N � -o 1t1;5:d.�,WICJin �,:'w'i�:6....a-.. _ �.. _..—_.�._.»...-._'- __-__...-�-..--....-�.__..._�.-__-__..... _ ._ ;',��.::.l:,eyw-%i: �t'�`''�.T.:7,�.l+i��♦!31� i' f 0 REVISES DI M ENSION'j �I NEW pl1.1E►,1Slp tJ � _ 1 "(AFI �,�•° ' J � .. `7' (•� M FAV -1-!J-F<0-0 _ i�„�� ��y P,D•T I IN� (filavtnE 1 HV- (ZAT-ED RmEWA�..t•_ A>7JAcEt.3r Tb At.l. V Vt N(y AREAS \ —I WTYPE X 64 P P tzv> . w/ SELF - cL-OsE'IZ 50 5o St_. AL . w( SIO FIXED VFI • BUTT OUNTY :--- - = BUILDING PABTMENT -q, y, APP RT ®VED . f.3 :yam • REVISED �� t�•�ENS � p N � -o 1t1;5:d.�,WICJin �,:'w'i�:6....a-.. _ �.. _..—_.�._.»...-._'- __-__...-�-..--....-�.__..._�.-__-__..... _ ._ ;',��.::.l:,eyw-%i: �t'�`''�.T.:7,�.l+i��♦!31� FOR M 7 ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKAGE "A" (Additions) Owner oaf ��,�tClimate Zone Permit # Z o Floor Area 1,Q The following data showing,mandatory and required features of Package "A" shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. ZONE 11 ZONE 16 40 APPLIES TO NEW AREA • CEILING R-30 R-38 r WALL R-11 R-1 FLOOR R-11 R 19 SLAB R-7 R-7 • GLAZING U-.65 (Dual) U-.65 (Du 1) IV SHADING SOUTH - OPTIMUM OVERHANG or .36 Shading Coefficient WEST - .36 Shading Coefficient • LOOSE FILL INSULATION (Density) • INFILTRATION CONTROL (Weatherstrip doors, certified windows, caulking) VAPOR BARRIER (Zone 16) - • DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10 LIGHTING KITCHEN & BATH NOT LESS THAN 25 LUMENS/WATT MAXIMUM GLAZING 16% OF -AREA PLUS REMOVED GLAZING NEW HEATING, VENTILATING, AIR CONDITIONING AND HOT WATER SYSTEMS IN CONJUNCTION WITH AN ADDITION SHALL BE INSTALLED AS SHOWN ON BACK OF THIS SHEET. OTHER 12/85 *1 HEATING, VENTIIATING, AIR CONDITIONING SYSTEM (A) Heating • ❑ Central Gas Furnace % (brand and model number) , SE Btu/hr (heating capacity) ❑ Heat Pump (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept ❑ Other (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) ❑ Electric Heat Pump EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P..S.E. chart'or other approved system (form #5) to document sizing of i't solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. IGNATURE OF BUILDING DESIGNER OR APPLICANT DOMESTIC WATER SYSTEM ❑ (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) 2 (3* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation ', heating load BTU elevation factor x heating load - maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ", cooling load BTU *2 Submit T.I.P..S.E. chart'or other approved system (form #5) to document sizing of i't solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. IGNATURE OF BUILDING DESIGNER OR APPLICANT • -110 7-3 1 : I RYz•7 -67613 , N17- 0/6 7 .1.7 /,f- e , 4')4 2 as is- A �2C'f�JuiK , a7--.22 'y" _ • I ' 7 -1113'0 ' �4Z -0 620 i ' • �.•.. �.- -' -. . Ll T...`;i: 7�:1 � - J • Cy 1 i + PIP -016 29- -- 17.d , 1 - N o O ,� � 1���� } � o� � � � y. ���� �s ,; Zt-- ...I -T-VV iv:1 -.'H' �F .14 -.in .............. SL �qv e-41- NOS' 40 2q it I N fu. TI Leve| draioed ,;L-,ckfill CANTlLEVER RETAININ8 WALL PROGRAM WALL_PR8PERTIES ' = 2.67 ft Equivilent floid pressure Wall height f m top of footi1.1g = 3.33 ft Wa|l thickoess at bottom = 7.I--.3 in ^/ Footiny width = 2 vv/r�Tw ' Footioy de�th = 12'00 in Oistaoc� f,om the TOE t^ the wall = 2.00 io Ke� width = 150.00 0 (}0_j��_ k-sY Key deyth pcf = Co:crete weiyht Axial wall load ' = 145.00 pcf Ma��:ry weiyht (wall st�m) = 130.00 �cf 'Heiyht of soil from top of footing = 2.67 ft Equivilent floid pressure = 30.00 p Uoiform ho/`izovtal surcharge = 0.00 psf H�iyht of free'fluid f,om bottom of footio 0.00 ft Drained soil weight ^ = 100.00 pcf Wall - soil coefficient of friction = 0.00 Coef1'icieot of slidiog frictioo = 0.25 Key moment (maximum) Passive pressu,e is TRlAN8ULAR = 0.00 ft - lb Passive pre*su/`e = 150.00 pcf Weight of the soil = 100.00 pcf - ~ Axial wall load ' = 0.00 plf Fa,: --to, of safety for overtu,oiog Factor of safety fo, sy = 1.47' ^� Maximom soil b�-arioy prssurt* �^ = 832.91 psf^ imum soi l bea/`ioy pressu,e = 51.88 psf Wall shear (maximum) = 106.67 lbs W 1 l mt (maximum) = 94.81 ft -l|:. lbs Key moment (maximum) = 0.00 ft - lb � 2�_ Cl�ec? - ~ Ct CANTILEVER RETAINING WALL PROGRAM Level draioad backfill ' WALL_PR8PERTIES ' / Wall height from top of footing = 4.00 ft/ Wall thickness at bottom = 7. 63 in Footing width = 2 5 f I. k/T��� Footing depth = 12.00 in Distance from the TUE to the wall = 2.00 in Key width = 0.00 in Kay vv. Kyy depth = 0. 00 in 0elprw Concrete weight = 145.00 pcf Masonry weiyht'(wall stem) , = 130,00 pcf / SOIL_PR0pERTIES_AND _LOADS Height of soil from top of footing = 3.33 ft ^— Equivi)ent fluid pressure = 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained soil weight . = 100.00 pcf Wall—soil coefficient of friction = 0.00 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure � ` = 150.00 pcf Weight of the soil = 100.00 pcf Axial wall 'load ' = 0.00 pl' ` RESULTS Fadtor of safety for overtoroioy Factor of safety for sliding Maximum soil.beariny pressure Minimum soil bearing pressure Wal) shean (maximum) Wall moment (maximum) Key shear (maximum) Key moment (maximum) = = ^/ = ysf~ = 2.69 p s f = 166.67 lbs- = 185.18 ft—lb = 0.00 lbs ' = 0.00 ft—lb 10 CANTILEVER RETAINING WALL PROGRAM Level drained backfill ' ' WALL_PRUPERTIES Wall height from top of ƒooting Wall thickness at bottom Footing width Footing depth ' Distance from the TUE'to the wall Key width ' Key depth Coocrete,weight Masoo,y weight (wall stem) , ` SOIL PROPERTIES AND LOADS Height of soil from tob of footing Equivilent fluid pressure Uniform horizontal surcharge Height of free fluid from bottom of footing Drained soil weight ` Wal) -soil coefficient of friction Coefficient of sliding friction 9assive pressure is TRIANGULAR Passive pressure We§ght of the soil Axial wall load RESULTS ` Fattor of safety for overturning Factor of safety for sliding Maximum soil bearing pressure .Minimum soil bearing pressure Wall shear (maximum) Wall moment (maximum) Key s|/ear (maximum) Key moment (maximum) = 4.67 ft = 7.63 in / ^/ = 2 = l2.00 io = 2�.00 io = \��f w/. = 0.00 i» \�ef P. = 145.00 pcf = 130.00 pcf = 4.00 ft = 30.00 pcf = 0.00 psf = 0.00 ft = 100.00 pcf = 150.00 pcf = 100.00 pcf = 0.00 plf = 4.67 ft = 7.63 io / = 2 ^/ = l2.00 io = 2�.00 io w/. = 0.00 i» \�ef P. = 145.00 pcf = 130.00 pcf = 4.00 ft = 30.00 pcf = 0.00 psf = 0.00 ft = 100.00 pcf = ' = = BAD. 85 psf y = 48.17 Psf = 240.00 lb,--. = 320.00 ftZlb = 0.00 lbs = 0.00 ft -lb M Level drained backfill CANTILEVER RETAINING WALL PROGRAM WALL PROPERTIES Factor of safety fob ~/ Wall height from top offootioy = 5.33 ft Wall thickness at bottom = 7.63 io Footing width ` =3.00 ft ~^ vv\Dr,_ Footing depth P = 12. 00 in Distaoce from the TOE to the wall = 2.00 in Key width =0.00 in pay v/. Key depth � = 14sy D Concrete weight � = 145.00 pcf Masonry weight (wall stem) , = 130.00 pcf ' SOIL_pROPERTIES_AND_LOA[� = 0.00 Height of soil from top of footing = 4.67 ft Equivileot fluid pressure = 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft � Drained oil weight s = 100.00 pcf Wall -soil coefficient of friction = 0.00 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure ' = 150.00 pcf Weight of the soil ' = 100.00 pcf Axial wall load = 0.00 plf Factor of safety fob overturning = Factor of safety for sliding = ~/ Maximum soil bearing pressure ~, psf Minimum soil bearing pressure = 3.14 psf Wall shear (maximum) = 326.67 lbs Wall moment (maximum) = 508.15 ft-lb Key shear (maximum) = 0.00 lbs Key moment (maximum) . = 0.00 ft -lb / �_�.. � ' ,I L -4 4 Q) w Q) M,7.4 Q. n .,.I f. ),I ) j. 1. 1 ;:, .,.I III [-I o ,,I L (ilo c 4Dd I.Ij Fl W T X IF� im -A T-! 1.1 s fl A q L -ff L IP Fi III T >('B!!J) I II I.Ij r IL 1. ,,I LW L? 1.1 171 T fI. 71 T J 1.1 T L S C, I T) T J. F: III T :T,� 'Al .-I T -,f 0 S 47, d 6 •0 1n -s s ..j d L T.Os T (fl L T. 1) s P 71.1 T . V '17171.-• .-1 f -I s s ..I t1 IJ T .-I C- xz, V T 'T fj 1.1 T 1-1 T L s flf*li;�>--Yc�`i 41D 4 r - A -.10- Q) Oo--* - b u u -j n 1. -.1 �)A 1) JCIJ. J. 11 -.10:1. -e 1A-)'.,nK-If-0J3 -I-lUM ONItil 1013H "13NTILLNU:-1 00 Oc T M,7.4 Q. ,j 00 00 1 = J. T. 0 S I.j fj.. J. q. 1: I'll 4Dd (Do•0� T = 0 .. 1 n s s 61 ..j d f. s s -e,j o ;'.:l -1 Fl.'R 5 A d a A 1 ' s T, j rA L nI U *i V) 1.1 171 T fI. 71 T J 1.1 T L S C, I T) T J. 00 0 CIS -.-I I. m 1. L 1.1 '1. 0 0 o T T (fl L T. 1) s P 71.1 T . -1- 0 0 'o T 1. cl 4. p-) 111 0 11 1110 -j 4. p n L =1- J-0 '00` "H 4 71 d (j(,)•(;) ..ins 1.1 OZ,r. J Cl 1.1 !If J ':":.I f. .I J. Q) Oo--* rl S S � -.1 d P I.: n 1. j. 41.1LT: I: n b 3 I J !:I I -j r..TI..I I. 1. -eM 1.1 T .1 C, - - .1 1: 1 1 1.1.11:) .. I j - L 'r. Q S j (..I T --.-I F -j 1A-)'.,nK-If-0J3 -I-lUM ONItil 1013H "13NTILLNU:-1 00 Oc T M,7.4 Q. L 1. F, T "I'l Fl J 1.11:? s V -W V T t:1 f ani 1-1 T o rA L nI U *i ij Oto 7 1. L 1.1 '1. I -, T Il T Q) T ?l.Lr,j I INA Al E:9 • L .1 '4 1. P l iii Ll I'l Ij I) .1. 1.1 -.1 T., -'Fl 1.1 i T. 1.1 1. 1. V, i0i :1.4 00"9 6 j. !:I I -j r..TI..I I. 1. -eM d 7-11M 1A-)'.,nK-If-0J3 -I-lUM ONItil 1013H "13NTILLNU:-1 ' � � � � ^ Level drained backfill CANTILEVER RETAININGWALL PROGRAM ' WALL_PR0PERTlES Wail height from top of footin� Wall thickness at bottom Footing width Footing deRth Distance fpom the TUE to the wall Key width Key depth Concrete weight Masonry wpight (wall stem) ' . S0IL_PROPERTIE0_AND_LOADS ` Height of soil from top of -footing Eqoivilent fluid pressuce Uoifo,m horizontal su,charge Heiyht of free fluid from bottom of footing Drained soil weight Wall—soil coefficient of friction Coefficient of sliding friction Passive pressure is TRIANGULAR Passive pressure ` Weight of the soil Axial wall load Factor of safety for overturning Facto/` of safety for sliding Maximum soil bearing pressure ' Minimum soil bearing pressure Wall shear (maximum) 2.00 Wall moment (maximum) 0.00 Key shear (maximum) ---------- 0.00 Key moment (maximum) 145.00 6.00 ft 30.00 pcf 0.00 pyf 0.00 ft 100.00 pcf 0.00 0.25 150.00 pcf 100.00 pcf 0.00 plf = =A ~/ = 1429.92 p s f �/ = 94.81 psf = 540.00 lhs = 1080.00 ft—lb = 0.00 lbs = 0.00 ft—lb 6.67 ft' ^ 7.63 in /' 4 w/ 12.00 io 2.00 in 0.00 in- � FYV»' ---------- 0.00 in |cp/ D. 145.00 pcf 130.00 pcf 6.00 ft 30.00 pcf 0.00 pyf 0.00 ft 100.00 pcf 0.00 0.25 150.00 pcf 100.00 pcf 0.00 plf = =A ~/ = 1429.92 p s f �/ = 94.81 psf = 540.00 lhs = 1080.00 ft—lb = 0.00 lbs = 0.00 ft—lb A-1; 0010 (MnMTXIW) "Upwom MaA sqj 0@"@ (Wnwjxww) dyaqs MON' -'L-44 8b"18bl (mnwj):.ww) juw& LL,,j TqL L9'999 (wnwjxww) jpaqs LLvj\j ;sd 6b"ZOZ ainssaid burjeaq Ljos wnwTull.1 9!=-; ainssaid 6uTipaq ITos WnWTX"I'.l 0 o :, 0 6UTPIts J04 N"alus 40 001DO-1 quim ha*..-:] 6uTujnjJaA0 jOj HqOYPS YO J0qDw-j Wz LLAM 5q4 04 301 JLd 00,0 = PaOL LLPm tff= ;Dd 00"001 Llos aql to 10TOM 4Dd 00 "Ogg ainssaid aATse svj S[ "b uvinONW181 sT ainssaid OAjSSw,-j SZ* "(D u0140JI buTPTLs L9'9 00"0 uOTIDIJ4 40 luOIDWOOD HOs—LIVI ;3d 00"001 jq6TaM LTOS pauTaiij, is 00"0 6ujjoo4 jo wol4oq moij pjnLj aadA to jq5Tej.,- jsd 00-0 a6jnq3jns Lvjuozjjoq mjoATuj-j ;:gid 00,0C_ odnssaid pTnIA 4UOLjAjnb3 14 L9"9 6uploo; jo dol moil 110s 40 WTaH 4_'d 00,0el = (WIS Hum) WTam-Ndu0sw14 ;Dd 00,gVj jqi5jam aj.jDu0:D .' 1 wo Wlap hy:tj kfT 0 o :, 0 quim ha*..-:] Ul Wz LLAM 5q4 04 301 Oql W0JJ aDUPISTI] 007ZT qjdap OullooA mini r^ 14 S[ "b 6UT40o....1 Ij L9'9 da4s 01 Lcum jo dol moj4 anusIsla' UT 69"L dol aqj In ssauMnjqj Ws L. aqj uo paddals ST Wals L&M aq-L UT 69"TT = wolqoq 4p ssauMDTq4 LLP�j Of 68"L = Oulloo4 jUdol moi; 2q6Tsq LLs(I WV890Hd IIVM DMINIW38 'SAA 3!IINV:::l LLjjwDvq paulRip LOAX-1 CANTILEVER RETAINING WALL PROGRAM Level drained backfill ` ' = 30.00 pcf Uniform horizontal surcharge ` �ALL_ Ems TIES = 0.00 ft Wall height from = 100.00 top of footing ' = 8.00 ft Wall thickness at bottom Passive pressure is TRIANGULAR = 11.63 in The wall stem is stepped on the heel side = 100.00 pcf Stem thickoels at the top = 7.63 in Distance from top of wall to step Footing width - = 5.50 ftJy|o nw Footing depth � = 12.00� i n-- Distaoce from the TUE to the wall = 2.00 in Key width ' = �.I- Key depth � = Concrete weight = 145.00 pcf Masonry weight (wall stem) = 130.00 pcf Height of soil from toy of footing = 7.33 ft Equivileot fluid pressure = 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained' soil weight = 100.00 pcf Wall -soil coefficient of friction = 0.00 = 806.67 Coefficient of sliding friction = 0.25~^ Passive pressure is TRIANGULAR .Key shear(maximum) Passive pressure = 150.00 pcf Weight of the soil = 100.00 pcf Axial wall load = 0.00 plf RESULTS Facto/` of safety for overturning = Factor of safety for sliding = // Maximum soil bearing pressure = 1Z751-52. psf^~_� Minimum soil bearing pressure = 292.41 psf Wall shear (maximum) = 806.67 lbs Wall moment (maximum) = 1971.83ft-lb .Key shear(maximum) = 0.06 lbs Key moment (maximum) = 0,00 ft -lb Level drdioed backfill m CANTILEVER RETAINING WALL PROGRAM WALL_pROpERTIES Wal) height f'om top � of footing Wall thickness at hottom :' ' The wall stem is stepped on the bee! side Stem thickness at the top ` Distance from top of wall to step Footing width Footing depth Distance from the TOE to thewall Key width Key depth ^ Concrete weight .Masonry weight (wall stem) Height of soil from top of footing Equivileot fluid pressure. Uniform horizontal surcharge Height of free fluid from bottom of footing Drained soil weight Wall -soil coefficient of friction Coefficient of sliding friction Passive p/`essu|`e is TRIANGULAR Passive pressure Weight of.the soil Axial wall load ° = e.17 ft = 11,63 in 7.63 io 6.67 ft6.50 ft ~� 12.00 io 2.00 in q), gig)_iri_ 0.00 io \45.00 pcf 130.00 ycf 8.00 ft 30.00 pcf 0.00 psf 0.00 ft 100.00 ycf 0.00 0.25 150.00 pcf 100.00 pcf 0.00 p}f Factor of safety for overturning = Facto, of safetg for sliding = Maximum soil bearing pressure =�_7f/^11� Minimum soil bearing pressure = 413.82 psf Wall shear'(maximum) = 960.00 lbs Wall moment (maximum) = 2560.00 ft -lb Key shear (maximum) ' = 0.00 fbs 'Key moment ?maximum) = 0.00 ft-lh ° Level drained backfill CANTILEVER RETAINING WALL PROGRAM ve;� ` ` WALL_PROPERTlE- Wall height from toy of footing = 9.33 ft WalT thickoess at bottom = 11.63 io The wall stem is stepped on the heel side = 0.00 ft Stem thickness at the top � = 7.63 in Distance from top of wall to'step = 6.67 ft Footing width = 7.50 ft 1V P Q Footing depth _ = 12.00 io Distance from the TOE to the wall = 2.00 in Keg width = ` ^ 0.0@ in Key depth = 0.00 io Concrete weight; = 145.00 pcT Masonry weight (wall stem) = 130.00 pcf SU}L_PRUPERTIES_AND LOADS ' Height of soil from top of footing = 8.67 ft Equivileot fluid pressure 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained.soil weight = 100.00 pcf Wall -soil coefficient of friction = 0.00 = 515.40 Coefficient of sliding friction = 0.25 Wall shear (maximum) Passive pressure isTRIANGULAR = 1126.67 Passive pressure 150.00 pcf Weight of the soil = 100.00 pcf Axial wall load = 0.00 plf Factor of safety for overturning = 6.33 Factor of safety for sliding = 1.43 Maximum soil bearing pressure = 1535.24 psf Minimum soil bearing pressure = 515.40 ysf. Wall shear (maximum) = 1126.67 lbs Wall moment (maximum) = 3254.81 ft -lb 'Key shear (maximum) � = 0.00 lbs Key moment (maximum) = 0.00 ft -lb ,1 4 4 lb -1 L li i FI U.1 1: V j C. (I .1 L Z t)I rim i, x i i I ...j 'Ei q s I. "e M .. .1 .. . s d D ..I ri s . ;7, 1:1 I. 171 S 1.111 s; 5 U T I U T !,I J.S.1 J F1 S S :J..11.1 .1F111 L T -I M 'E, W -r. r 1-1 T. !.(..t A C.1 -.1 11 i:l J.'!� s :1.':! -.10 ..... .............. 17J i.: ?...1r1<. S I ID T 'i:..) b 1.1 T. s I T :1 :1 I T I T .-I J. J. I-) f). 1: D 1: J. J.1 1.11 D 1. T i 1 S 1. Lr.m '1. 1.1 1 Pl L 0 S F, ��U T '0 -.1 'J.4 (D Q, Q) I -q. 0 1: F1 :J.qtG T n -H j IJ -.1 T. u i I) Sj I:,I J. D ..I n s, s i: n L T e\ i: n L+-71 11 'cl, T-1 'r.'1 1-1 171 J. 0 L T 0 S !.,115 T 1-1 . .. ............ i'llNU'=;,31..1...:;3 -7.1 I'D j .A 11 F 9.1 1 S 1. i e fif 1.1 T. j 1 ;I J 1.1 0 S 0 -171• ha A Ij T 6, L L J .:.> D I..( T�� I vI 6 1.1 f. a H -LC.4 rA 1: 1 -ft F, JJ T !:I f).j 1.11,71 C, 1.1 T, S I T. l'1 `1 I. 1 '(-?I\j rl I ;.> I t 1. m jl,*I�j 3 m ' Level drained backfill CANTILEVER RETAINING WALL PROGRAM WALL PROPERTIES Wall height from top of footing = 4.00 ft Wall thickness at bottom = 7.63 in Footing width pressure = 2.25 ft c»T� Footing depth pnessure = 12.00 in Distance from the TUE to the wall = 2.00 in Key width = 0.00 in Ke/w. Kyy depth ` 0.00 in D*lare Concrete weight ` = 145.00 pcf Masonry weight (wall stem) ' = 130.00 pcf SOIL PROPERTIES AND LOAD!:-.; Height of soil from top of footing = 3.33 ft Equivilent fluid pressure = 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained soil weight = 100.00 pcf Wall—soil coefficient of friction = 0.00 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure � � = 150.00 pcf Weight of the soil = 100.80 pcf Axial wall load = 0.00 plf Fattor of safety for overturning = 3.'11 Factor of safety for sliding = 1.28 Maximum soilbearioy pressure = 1010.02 Psf Mioimum soil bearing pnessure = 2.69 psf Wall shear (maximum) = 166.67 lbs Wall moment (maximum) = 185.18 ft—lb Key shear (maximum) ` = 0.00 lbs ' Key moment (maximum) = 0.00 ft—lb CANTILEVER RETAINING WALL PROORAM ' Level d/`aioed backfill WALL_PRUPERTlES overtornioy Wall |/eiyht fom top of footioy = 4. e--,7 ft Wall thickoess at bottom ^ = 7.63 io Footiog width ' = 2 7 Footiog depth = 12.00 in Distaoce f,om the TOE to the wall pressu/` 48.17 Key "idth =% psf )-e-I vv' Key depth = 0.00 in ycef P' Cte weight ^ = 1 MasonrU weiyht (wall stem) = ' 130.00 pcf SDIL TIES_AN[_LOA[� = 0.00 Height of soil from toP of footiog ' = 4.00 ft Equivilent-fluid pressure = 30.00 pcf Uoiform horizontal surcha,ye = 0.00 psf H�iyht of free fluid f,o' bottom of footing = 0.00 ft Draioed soil weiyht = 100.00 pcf Wall -soil coefficient of frictioo = 0.00 Coefficieot of sliding fricti'oo Passive yressure is TRlAN8ULAR Passive p/`essure = 150.00 pcf Weiyht of the� soil = 100.00 pcf Axial wall load = 0.00 plf RESULTS Fa;:--tn, of safety for overtornioy Factor of safetfor slidiog Muximum s^il bearin, 85 psf Mioimum soil beariog pressu/` 48.17 psf Wall shea, (maximum) = 240.00 lh� Wall moITieot (maximum) = 320.00 ft-lL. }(�y shea, (maximum) = 0.00 lhs Key momeot (maximum) = 0.00 ft - lb i. IL -U T -Al I L U.1 I -i UJ T 1!1 1,F4 UJ 1.) JA MVIUITX7:-U-I J S il ''IL !../ O'COAT X' c--111 -.)'P --1!4 a 1. 'Elm '17T ii ...I Cl 71,, L f. ij.i n w T. u f. 1ti 7 ..I J b 1.1 T -.1 To ul n 1.11 T. T p T. 1. Q. f) P `3 L L L I d ID S f) m (jC, T I ri S•1>•.11.1 ;7) A T S T! , - 171 S S .-I e, I s s -1 U T j) T 1. `3 1 T T. .1 1.1 C, 'C 'I. T J J. J IJ 0 T 1. J J. J. 0 "1 IJ ;; T -1 T J.. 1-1 D 1. T 0 S 1. 7 -IM 0 Q) T I T Cl S I", n U T *0 -.1 v) 1: 0 C) 1jj f) 1".) 11 1).!.:l F.1 n j. 7 ..j 4. j. 0 1. 1.11) T t- H -e i. I .-I I ri s. "e U I - !1.1 ..1 1) :4. T I w o -A Vl J -13 1 7: A 1: Vi p T J. 3 7:7. rl 1.1 T f.) 1-11.1 J L T. 1..1 S j. fl. 'A b f. 1 -.1 'Pot j :)(i) 1") 7) 1. p ro 1A T (OC) t.1 11.IC, -A -!1.11'' S 1. `Z 'f F., 1.1 T jfA 0) r1 1.1 T f) 1:1 1).1 ]-11,(::;'•1T1. (VI Ij Y "I I) Cj J. J. 1:1 1*:l Ul C J J. 1.1 1 . I'l 1 1. em i. IL -U T -Al I L ` � Level d/`aioed backfill ^ CANTILEVER RETAINING WALL PROGRAM Wall hei,ght from t*p of footin; overturniny Wall thickoess at bottom = 7.63 io Footiog width = 3.50 ft vv\OTW� Footiny dep h = J. in psf Distancv fr6m the T0E to the wall 426.67 lby Ke� width = = 758.52 yv/. K�: depth = 0.00 lbs Coocrete weiyht = 145.00 pcf ft -lb Masoory weight (wall stem>, = 130.00 pcf S0IL_P IES_AND_LOADS Heiyht of soil from top of footiog = 5.33 ft Equivi\eot fluid pressure = 30.00 pcf Uoiform horizootal su,charge = 0.00 psf Heiy|/t of free fluid -Fro if bottom of footing = 0.00 ft Draioed soil weight = 100.00 P,:.: f: Wall - soil cfficient of friction = 0.00 Coefficieot of slidiog f/`iction = 0.25 Passive pressure is TRlAN8ULAR Passive p,essu/`e = 150.00 pc� Weiyht of the soil ' _ = 100.q,0 pcf Axia| wall load � = 0.00 p1 RESULTS ' Facto, of safety fo, overturniny Factor of safety for slidioy = 1.14 Maximom soil beariny p,�ssure = 1344.45 psf' Mioi'mum soil bearioy pressure = 50.99 psf N�ll sh�ar (maximum 426.67 lby Wall momeot (maximum> = 758.52 ft - lb Key shear (maximum) = 0.00 lbs K�y momeot (maximum) = 0.00 ft -lb Level drained backfqll CANTILEVER RETAINING WALL PROGRAM WALL PR0PERTIEE Wall height from top of'foofiny = 6.67 ft Wall thickness at bottom = 7.63 in Footing width - = 4 t w//:Dr� Footing depth = 12.00 io Distance from the TOE tv the wall = 2.00 in Key width 0.00 io j,{-fv«' Key depth = 0.00 in !4 C--/ D' Concrete weight ` = 145.00 pcf Masonry weight (wall stem) � = 130.00 pcf S0IL_PROPERTIES_AND _LOADS Height of soil from top of footiny = 6.00 ft Eqoivileot fluid pressure = 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained soil weight = 100.00 pcf Wall -soil coefficient of friction = 0.00 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive p,essure = 150.00 pcƒ Weight of the soil = 100.00 pcf . Axial wall load � ° ' = 0.00 plf . RESULTS ------- Factor of safety for overturning = 3-32 Factor of safety for sliding = 1.14 Maximum soil bearing pressure = 1429.92 psf Minimum soil bearing 'pressure = 94.81 psf Wall shear (maximum) = 540.00 lbs Wall moment (maximum) = 1080.00 ft -111. Key shear(maximom) = 0.00 lbs Key moment (maximum) 0.00 ft -ll., U-41 00 *0 SU 00"0 qL-4; SWIM AU L9"999 ;sd 6b"ZOZ jsd Qg-egbT ainssaid OUT mnwTuTW OTO .LMM1111-1 4Ld juamom 5y::1 PBOL LLTM LUM JhOqs WA, 00,001 16amom LLR,,,j ;Dd 00"OSI jeaqs L&M ainssaid bujjeaq [yos mnwTuTW a-Inss.aid 6uTipaq L T O s Wnwix"I'l 6UTPILS J04 Rjalms 40 OOJD,-� 6UjUJn1.JaAO JOJ Njaj*S JO JOIDPJ .LMM1111-1 SMIAMOAd WVM WHOONd WVM ONINIM38 WA311INW-1 jLTjwDvq pouTRip LOAO I 4Ld 00,0 PBOL LLTM LUM jDd 00,001 ITOS aql 40 10TOM ;Dd 00"OSI ainssaid aAjSSnj uvinoNvin sT ains5aid OAISSR,.{ QZ'@ MUM WPM 10 lueQ14MYJ 00% uojjnjJ4 40 JU010744000 Ljos-Lj,', 00-001 jq6jam ATOS pauyejf7, W- 0010 = bUT100A go W0140q wojj PjnL4 aa -14 JO WT01-1 4<_d 00-0 WasqDins Lejuozjjoq wjojTuj-, ADd 00 -OC oinssaid pjnLA JI-IOLTAInb::,j 14 4919 6ujjoo4 jo do; woj4 ITOs A WIN MOM— NO 91 YANG 1— 1105.1 4A Vals LAM Wfam h-. uOsw14 ;Dd jq6jam alsiDuyD 0 LIT 00 0 qJdap rr ami !1 T 0(D 0 qjpjm UT 001Z LLPm M 04 301 0011 wOJJ Wuh1sill ux 0041 qjdap OullooA Ila T::1• SL -V 41PTM 6uT1oo..:.1 W L9'9 da4s 0; LLPm go dol wo-Ij aDupIsTg' LIT 69'L do q aqj ja ssauMDjqq wajq apjs Laaq aqj !Iii yaddals sT wals ILum aq_L UT 69"11 = 0410110q !P sseuMM! LLPM 1:1 SUL = 5uj1.004 go dol wojj jqjjaq LLP(j SMIAMOAd WVM WHOONd WVM ONINIM38 WA311INW-1 jLTjwDvq pouTRip LOAO I CANTILEVER RETAINING WALL PROGRAM Level drained backfill ' WALL -PROPERTIES overturning = 4.62 Wall height from top of footing = 8.00 ft Will thickness at bottom ' = ` 11.63 io The wall stem is stepped on the heel side = 14?5.52 psf Stem thickness at the top = 7.63 in Distance from top of wall to step = 6.67 ft Footing width = 5.50 ft Footing depth = 12.00 in Distance from the TOE to the wall = 2.00 in -Key width= ` 0.00 in Key depth =0.00 ft -lb i n Concrete weight = 145.00 pcf .Masonry weight (wall stem) = 130.00 pcf ' 100_PR0PERTIES�AND_LO802; Height of soil from toy of -footing = 7.33 ft Equivileot fluid pressure = 30.00 pcf Uniform horizontal surcharge = 0.00 psf Height of free fluid from bottom of footing = 0.00 ft Drained soil weight = 100.00 pcf Wall -soil coefficient of friction = 0.00 Coefficient of sliding friction = 0.25 Passive pressure is TRIANGULAR Passive pressure = 150.00 pcf Weight of the soil = 100.00 pcf 1xial wall load � = 0.00 ylf RESULTS Facto/` of safety for overturning = 4.62 Factor of safety for sliding = 1.25 Maximum soil bearing pressure = 14?5.52 psf Minimum soil bearing yres§ore = 292.41 psf Wall shear (maximum) = 806.67 lbs Wall moment (maximum) = 1971.85 ft -!b .Key shear (Taximum) = 0.00 lbs Key moment (maximum) = 0.00 ft -lb V CANTILEVER RETAINING WALL PROGRAM Level drained backfill ' ' WALL_pROPERTIES Wall height from toy of footing Wall thickness at bottom The wall stem is stepped on the heel side Stem thickoess'at the top ` Distance from top of wall'`tq step Footing width Footing depth Distance from the TOE to the wall Key width Key depth ` Concrete weight Masonry weight (wall stem) S0IL_pR0PER7lES_AND_LOADS . Height of soil from top of fovtioy Equivileot fluid pressure Uniform horizontal surcharge Height of free fluid from bottom of footing Drained soil weight Wall -soil coefficient of friction Coefficient of sliding friction Passive pressure is TRIANGULAR Passive pressure Weight of the soil ~ Axial wall load ' - ' RESULTS Factor of safety for overturning Factor of safety for sliding Maximum soil bearing pressure Minimum soil bearing yr'essure Wall shear (maximum) Wall moment (maximum) Key shear (maximum) 'Key moment (maximoml = 8.17 ft = 11,63 ln = 7.63 io = 6.67 ft = 6 vv\�Tw = 12.00 io = 2.00 io = q), gig) -jnL- =0. 00 J. F1 = 145.00 pcf = 130.00 pcf = 8.00 ft = 30.00 pcf = 0,00 psf = 0.00 ft = 100.00 ycf = 0.00 lbs = 0.25 ft -lb = 150.00 pcf = 100.00 pcf = 0.00 plf = 5.51 = 1.35 = 1505.17 psf = 413.82 psf - = 960.00 lbs � 2560.00 ft -lb. = 0.00 lbs = 0.00 ft -lb L�vel draioed backfill CAMTIL�VER RETAINING WALL PROGRAM WALL_PROpEHTlES Wall height from top of footiny �all thickoess at' bottom The wal) stem is stepped on the heel sidz.- '1 -1 e'1l to step Footioy width Footioy deyth Uistaoc� from the TOE to the wall Ketj width , Key depth Coocrete weiyht Masoory weiyht (wall stem> ` Hc-iyht of soil frmo top of fo^tri no. E 14 .uivileot fluid p/`essu/`e Uniform horizontal sorcharye Heiyht of free fluid f,om hottom of footing Draioed soil iyht Wall - soil coefficieot of frictioo Coefficient of slidioy fricti�o Passive pressure is TRIANGULAR Passive pressure Weiyht of the soil Axial wal\ load = 9.33 ft = 11.63 io = 150.00 pcf = 100.00 ycf = 0.00 pl� Factm` of safety for overtm`oiog = 6.67 ft = 7.50 ft VV|r�� = 1.43 = 2.00 in = 1535.24 �sf = w.nn zo = 145.00 pcf = 130.00 pcf = 8.67 ft = 30.00 pcf = 0.00 psf = 0.00 ft = 0.00 = 0.00 = 0.00 ft -lb = 150.00 pcf = 100.00 ycf = 0.00 pl� Factm` of safety for overtm`oiog Factor ^f safety for slidioy = 1.43 Maximum soil bea/`ioy p/`essure = 1535.24 �sf Mioimom soil be�riny yr�ssu/�e = 515.4� osf Wa'il shear (meximum> = 112 .67 lbs Wall moment (Ina. ximom) = 3254.81 ft-lh 'Key shear (maximum) = 0.00 lhs K�y mom�ot (maximum) = 0.00 ft -lb ■ �i. A ■■e� .���►J�1�%tri Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 (Y 16) 891-6625 File No. 90732 12 June 1990 Tom Provost 1136 Oakdale Chico, CA 95926 Attn: Mr. Tom Provost Gentlemen: Between 06 June and 11 June 1990 we observed placement of engineered fill and performed compaction testing for the Van Nortwick Building Pad located on Lot 8 of the Cory Canyon Ranch. All grass and organic material was stripped from the pad area prior to commencing the fill operation. The subgrade thus exposed was scarified to a minimum depth of 6", moisture conditioned and.compacted prior to commencing the fill. Fill material was then placed in loose lifts between 6" and 8". in thickness and thoroughly compacted prior to placement of additional fill soil. r Fill material for this pad was obtained from a area of cut along the north half of the pad.' Due to the rocky nature of the fill soil,. compaction testing was accomplished using sand cone procedures (ASTM D1556). Moisture -density curves (ASTM D1557) were prepared for all different soil types and significant variations of soil incorporated in this work. A total of 7 -relative compaction tests were taken at randomly selected locations and elevations throughout the pad. All test results indicated greater than 90% relative compaction. Copies of these test reports are attached. Based on our test results and observations during construction, it is our opinion that all fill material placed in this pad.is compacted to at least 90% relative compaction. Should you have any, questicins regarding the contents of this report, please contact our office. Very truly yours, APP ED TESTING CONSUL ` g� W 110. SEARS NO. 23199 CIVIL J G. Sears, PE -1, e,4 0 es 3� q3 APPLIED l=SAA 14 .k.aIrLilbAm Materials Engineering File .#: 90732 Testing and Inspection 06-06-90. Crane 4684 Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 4406 95926 ' Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test Location: So. Edge of Pad, Center Test Elevation: 0.75' above OG Soil.Description: Brown Clayey Sand Source of Material: Native to Job Site Test #: 1 Test Date: 06-06-90 Technician: M. Haydn In Place Density: 99.7 Wt. Sample & Container: 4684 Curve #: T-1 Wt of Container: 278 Maximum Dry Density: 107.1 Net Wet Wt. of Sample: 4406 Optimum Moisture %: 17.8 Wt. Sand & Container %-Relative Compaction: 94_ Start: 7242 Required % Compaction: 90 1 Finish: 2443 ;Pass or Fail' Pass Sand in Hole & Cone: 4799 Sand in Cone & Plate: 1580 Sand in Hole Only: 3219 - Density of Sand: 88.6 Gross Wet Wt.: 843.5. Wt.. of +3/4" Mtrl: 0.0 Gross Dry Wt.: 709.1 Sp. Gr. of +.3/4" Rock: 2.50 Moisture Loss: 134.4 Volume of +3/4" Rock: 0.000 Container Tare: 86.8 Volume of -3/4" Mtrl: .0801 Net Dry Wt.: 622.3 Adj. Wet Dens. of -3/4": 121.3 Moisture Content: 21.6 Adj. Dry Dens. of -3/411: 99.7 Remarks: (Yi0) 891-6625 I Eor �Y:■ r%►J�L�\..11 Materials Engineering File #: 90732 L WbUlly U1 LU Inspection 06-08-90 Crane Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 2 Test Location: So. Edge of Pad, SE Corner Test Date: 06-07=90 Test Elevation: 1.0' above OG Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source ofr Material: Native to Job Site t In Place Density: 94-.5 Wt. Sample & Container: 4704 Curve #: T-2 Wt of Container: 275 Maximum Dry -Density: 97.0 Net Wet Wt. of Sample: 4429 Optimum Moisture %: 22.2 Wt. Sand & Container %Relative Compaction: 98' ' Start: 7153 Required % Compaction: 90 Finish: 2250 Pass or Fail: Pass Sand in dole & Cone: 4903 Sand in Cone & Plate: 1580 Sand in Hole,Only: 3323 Density of Sand: 88.6 Gross Wet Wt.: 822.2 Wt. of +3/4" Mtrl: 141.0 Gross Dry Wt.: 680.2 Sp. Gr. of +3/4" Rock: 2.50 Moisture Loss: 142.0 Volume of +3/4" Rock: .0020 Container Tare: 86.5 Volume of -3/4" Mtrl: .0807 Net Dry Wt_.: 593.7 Adj..Wet Dens. of -3/4": 117.2 Moisture Content: 23.9. Adj. Dry Dens. of -3/4": 94.5 Remarks: (916) 891-6625 IN Materials File #: 90732 Inspection 06-08-90 Crane Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad, Test #: 3 Test Location: So: Half of Pad, West Center- Test Date; 06-07-90 0 Test:Eledation: 2.' above OG Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density: 89.3 Curve #: T-2 Maximum' Dry Density:. 97.0 Optimum Moisture %: 22.2 %,Relative Compaction: 93 Required % Compaction: 90 Pass' or Fail: Pass Gross Wet Wt.: 801:3 Gross Dry Wt.:. 665-.8 Moisture Loss: 135.5 Container Tare: 88.9 Net Dry Wt.: 576:9 Moisture Content:. 23.5 Remarks: ate, AAOr n 1 Wt. Sample & Container: 4743 Wt of Container: 278 Net Wet Wt. of Sample: 4465 Wt. Sand & Container Start: 7342 - Finish: 2185 Sand in Hole & Cone: 5157 Sand in Cone & Plate: 1623 Sand in Hole Only: 3534 Density of Sand: 88.6 Wt. of +3/4" Mtrl: 233.0 Sp. Gr. of +3/4" Rock: 2.50 Volume of +3/4" Rock: .0033 Volume of -3/4" Mtrl: .0846 Adj.. Wet Dens. of -3/4 110.2 Adj. Dry Dens. of -3/4": 89.3 6- pan APPLIED •�Y=�•TESTING ..,:J3> "5 CONSULTANTS Materials Fnrrinpprinrt File #: 90732 I ening unu Inspection 06-08-90 Crane Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 4 Test Location: So. Half of Pad, East Center Test Date: 06-07-90 Test Elevation: 2.51. above OG Technician:.M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site S M � In P1ace,Density:` 94.6 Curve #: T-2 Maximum Dry Density.: 97.0 Optimum Moisture %: 22.2 % Relative Compaction: 98 Required % Compaction: 90 Pass or Fail: Pass Gross Wet Wt.: Gross Dry Wt.: Moisture Loss: Container Tare: Net Dry Wt.: Moisture Content: Remarks: (916) 891'-6625 893.4 752.7 140.7 86.8 665.9 21.1 - Wt. Sample & Container: Wt of Container: Net Wet Wt. of Sample: Wt. Sand & Container Start: Finish: Sand in hole & Cone: Sand in Cone & Plate: Sand in dole Only: Density of Sand: Wt. of +3/4" Mtrl: Sp. Gr. of +3/4" Rock: Volume of +3/4" Rock: Volume of -3/4" Mtrl: Adj. Wet Dens. of -3/4": Adj. Dry Dens. of -3/4": 5037 274 4763 7506 2243 5263 1623 3640 88.6 205.0 2.50 .0029 .0877 114.6 94.6 L14 ==���■ ' •� J��.. Materials Enaineerina i esnng ana Inspection Crane Certification ouou Cohasset Road Chico, CA 95926 File #: 90732 Tom Provost 1136 Oakdale Chico, CA 95926 Attn: Tom Provost I REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 5 Test Location:. So. half of Pad,.SE Corner Test Date: 06-07-90 Test Elevation: 4.5' above OG Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density: 91..2 Curve #: T-2 Maximum Dry Density: 97:0 Optimum Moisture %: 22.2 % Relative Compaction: 95 Required % Compaction: ,90 F Pass or Fail: • Pass Gross Wet Wt.: r 870.1 Gross Dry .Wt.: ' ..,720.9 Moisture Loss: 149.2 Container Tare: 85.5 Net Dry Wt..: 635.4 Moisture Content: 23.5 Remarks: krio) 891-6625 Wt. Sample & Container: 3394 Wt of Container: 276 Net Wet Wt. of Sample: 3118 Wt. Sand & Container Start: 7301 Finish: 3303 Sand in Hole & Cone: 3998 Sand in Cone & Plate: 1580 Sand in hole Only: 2418 Density of Sand: 88.6 Wt. of +3/4" Mtrl: .157.0 Sp. Gr. of +3/4" Rock: 2.50 Volume of +3/4" Rock: .0022 Volume of -3/4" Mtrl: .0579 Adj. Wet Dens. of -3/4": 112.7 Adj. Dry Dens. of -3/4": 91.2 PP I=I APPLIED Materials Engineering File #: 90732 resting ana to Job Site Inspection 06-11-90 Crane Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA T-2 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 6 Test Location: So. Half of Pad, West Edge Test Date: 06-11-90 Test Elevation: 5.5' above OG (FPG) Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In.Place Density: 89.0 Wt. Sample & Container: 5245 Curve #: T-2 Wt of Container: 280 Maximum Dry Density: 97.0 Net Wet Wt. of Sample: 4965 Optimum Moisture %: 22.2 Wt. Sand & Container %Relative Compaction: 92 Start: 7466 Required % Compaction: 90 Finish: 1817 Pass or Fail: Pass Sand in dole & Cone: 5649 Sand in Cone & Plate: 1623 Sand in Bole Only: 4026 Density of Sand: 88.6 Gross Wet Wt.: 872.7 Wt. of +3/4" Mtrl: 386.0 Gross Dry Wt.: 743.4 Sp. Gr. of +3/4" Rock: 2.50 Moisture Loss: 129.3 Volume of +3/4" Rock: .0055 Container Tare: 88.8 Volume of -3/4" Mtrl: .0947 Net Dry Wt.: 654.6 Adj. Wet Dens. of -3/4": 106.6 Moisture Content: 19.8 Adj. Dry Dens. of -3/4": 89.0 Remarks: wio) 891-6625 Mr W, , E, �i Materials Engineering File #: 90732 Testing and 90.6 Inspection 06-11-90 Crane T-2 Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 22.2 95926 Attn: .Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 7 Test Location: So. Edge of Pad, Center Test Date: 06-11-90 Test Elevation: 5.0' above OG.(FPG) Technician: M. Haydon Soil Description:. Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density.: 90.6 Wt. Sample & Container: 4474 Curve #: T-2 Wt of Container: 278 Maximum Dry Density: 97.0 Net Wet Wt. of Sample: 4196 Optimum Moisture %: 22.2 Wt. Sand & Container % Relative Compaction: 94 Start: 7213 Required.% Compaction: 90 + Finish: 2192 Pass or.Fail: Pass Sand in Hole & Cone: '5021 Sand in Cone & Plate: 1580 Sand in Hole Only: 3441 Density of Sand: 88.6 Gross Wet Wt.:. 929.2 Wt. of +3/4" Mtrl: 59.0 Gross Dry Wt.: 796.6 Sp. Gr. of +3/4" Rock: 2.50 Moisture Loss: 132:6 Volume of +3/411. Rock: .0008 Container Tare: 86.6 Volume of -3/4" Mtrl: .0848 Net Dry Wt.: 710.0 Adj. Wet Dens. of. -3/4": 107.6 Moisture Content: 18.7 Adj. Dry Dens. of --3/4": 90.6 Remarks: (916) 891-6625 jot z a v gm [' rA ^ f•. Ni _,§�§��� 4,�i�: 2, lb; K l dA, 21 I 1 Mir Z 11 a NO �� n 11>y; {�"y `fu( 11>� 1'Y �+., rf Z ... ♦ _ jsa3� ..............."65 }� re�m3 A.y(, k; Y.y � 6 w.K'gh„�'3R4 lid I' M- It 111W, 11 11... '�`i .. ..„�� � �� ��'( �fYS•, '' '� E 3,a�s, � o�E: sti: 4F :�:. z, 2,.? Nil k ' .i.'*R3' T�ii+cxr�e r}y, Dov' Ill ;�:� :i yw 'f^ 1 l . 11 11. All .3: Liv ea'':5 F ^�e{� �. a lot F 4 - _ . .. x �y Yz >✓ +� F`� ,� � Ley F,�FcW 11 �L ,'�' 1 IN APPLIED _ ����®� TESn H� �, Lm_® m LAA CONSULTANTS Materials Engineering File No. 90732 Testing and Inspection 12 June 1990 Crane Certification Tom Provost 5050 1136 Oakdale Cohasset Road . Chico, CA 95926 Chico, CA 95926 Attn: Mr. Tom Provost Gentlemen: Between 06 June and 11 June 1990 we observed placement of engineered fill and performed compaction testing for the Van Nortwick Building Pad located on Lot 8 of the Cory Canyon Ranch. All grass and organic material was stripped from the pad area prior to commencing the fill operation. The subgrade thus exposed was scarified to a minimum depth of 6", moisture conditioned and compacted prior to commencing the fill. Fill material was then placed in loose lifts between 6" and 8" in thickness and thoroughly compacted prior to placement of additional.fill soil. Fill material for this pad was obtained from a area of cut along the north half of the pad. Due to the rocky nature of the fill soil, compaction testing was accomplished using sand cone procedures (ASTM D1556). Moisture -density curves (ASTM D1557) were prepared.for all different soil types and significant variations of soil incorporated in this work. A total of 7 relative compaction tests were taken at randomly selected locations and elevations throughout the pad. All test results indicated greater than 90% relative compaction. Copies of these test reports are attached. Based on our test results and observations during construction, it is our opinion that all fill material placed in this pad is compacted to at least 90% relative compaction. Should you have any questions regarding the contents of this report, please contact our office. Very truly yours, APPL ED TESTING CO J) G. Sears, PE (916). 891-6625 ES fOIfN 0. SEARS �^ NO.23199 a CIVIL EX'O.reS / �rnulm. vino ra 1UNO O1215 -31k, Anson lno Materials Engineering File #: 90732 Testing and Inspection 06-06-90 � J uuc Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test Location: So. Edge of Pad, Center Test Elevation: 0.75' above OG Soil Description: Brown Clayey Sand Source of Material: Native to Job Site In Place Density: 99.7 Curve #: T-1 Maximum Dry Density: 107.1 Optimum Moisture %: 17.8 % Relative Compaction: 94 Required % Compaction:. 90 Pass or Fail: Pass Gross Wet Wt.: 843.5 Gross Dry Wt.: 709.1 Moisture Loss: 134.4 Container Tare: 86.8 Net Dry Wt.:, 622.3 Moisture Content: 21.6 Remarks: (916) AO 1 _AA )r Test #: 1 Test Date: 06-06-90 Technician: M. Haydon Wt. Sample & Container: 4684 Wt of Container: 278 Net Wet Wt. of Sample: 4406 Wt. Sand & Container Start: 7242 Finish: 2443 Sand in Hole & Cone: 4799 Sand in Cone & Plate: 1580 Sand in hole Only: 3219 Density of Sand: 88.6 Wt. of +3/4" Mtrl: 0.0 Sp. Gr. of. +3/4" Rock: 2.50 Volume of +3/4" Rock: 0.000 Volume of -3/4" Mtrl: .0801 Adj. Wet Dens. of 73/4": 121.3 Adj. Dry Dens. of -3/4": 99.7 X9911 Fiume JUNCI 12rt:2s .,LWODU �Of 'gY�Ia.411. Q3 1A..C!ItJ�61.�®..k1 Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 File #: 90732 Tom Provost 1136 Oakdale Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 2 Test Location: So. Edge of Pad, SE Corner Test Date: 06-07-90 Test Elevation: 1.0' above OG Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density: Curve #: Maximum Dry Density: Optimum Moisture %: % Relative Compaction: Required % Compaction: Pass or Fail: .Gross Wet Wt.: Gross Dry Wt.: Moisture Loss: Container Tare: Net Dry Wt.: Moisture Content: Remarks: (916) 891-6625 94.5 Wt. Sample & Container: 4704 T-2 Wt of Container: 275 97.0 Net Wet Wt. of Sample: 4429 22.2 Wt. Sand & Container 98 Start: 7153 90 Finish: 2250 Pass Sand in Hole & Cone: 4903 Sand in Cone & Plate: 1580 Sand in Hole Only: 3323 Density of Sand: 88.6 822.2 Wt. of +3/4" Mtrl: 141:0 680.2 Sp. Gr. of +3/4" Rock: 2.50 142.0 Volume of +3/4" Rack: .0020 86.5 Volume of -3/4" Mtrl: .0807 593.7 Adj. Wet Dens. of -3/4": 117.2 23.9 Adj. Dry Dens. of -3/4": 94.5 11111-1®®® ® Ok �� Oak '�®®� rta 116$�&I Materials Fnnlnnarinn File #: 90732 iesung ana Inspection 06-08-90 Crane. Certification Tom Provost 5050 1136 Oakdale Cohasset [toad Chico, CA 95926 Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project:. Van Nortwick Building Pad Test #: 3 Test.Location: So. Half of Pad, West Center Test Date: 06-07-90 Test Elevation: 2.0' above OG Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density: Curve #: Maximum Dry Density: Optimum Moisture %: % Relative Compaction: Required % Compaction: Pass or Fail: Gross Wet Wt.: Gross Dry Wt.: Moisture Loss: Container Tare: Net Dry Wt.: Moisture Content: Remarks: (916) 891-6625 89.3 Wt. Sample & Container: 4743 T-2 Wt of Container: 278 97.0 Net Wet Wt. of Sample: 4465 22.2 Wt. Sand & Container 93 Start: 7342 90 Finish: 2185 Pass Sand in Hole & Cone: 5157 Sand in Cone & Plate: 1623 Sand in hole Only: 3534 Density of Sand: 88.6 801.3 Wt. of +3/4" Mtrl: 233.0 665.8 Sp. Gr. of +3/4" Rock: 2.50 135.5 Volume of +3/4" Rock: .0033 88.9 Volume of -3/4" Mtrl: .0846 576.9 Adj. Wet Dens. of -3/4": 110.2 23.5 Adj. Dry Dens. of -3/4": 89.3 Dori mil® 94.6 APPLIED °,uen Curve #: lent-212b, Almtl®® Wt of Container: STIN Maximum Dry Density: 97.0 Net Wet Wt. of Sample: 4763 Optimum Moisture %: 22.2 Wt. Sand & Container �dUMLA % Relative Compaction: 98 Start: CONSULTANTS Required % Compaction: Materials Finish: Engineering File #: 90732 Testing and Sand in hole & Cone: Inspection 06-08-90 Crane Sand in Cone & Plate: Certification 5ubu Cohasset Road Chico, CA 95926 Tom Provost 1136 Oakdale Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 4 Test Location: So. half of Pad, East Center Test Date: 06-07-90 Test Elevation: 2.5' above OG Technician: M. flaydon ..-Soil Description: Light Brown Clayey Sand.w/ Sandstone Source of Material: Native to Job Site In Place Density: 94.6 Wt. Sample & Container: 5037 Curve #: T-2 Wt of Container: 274 Maximum Dry Density: 97.0 Net Wet Wt. of Sample: 4763 Optimum Moisture %: 22.2 Wt. Sand & Container % Relative Compaction: 98 Start: 7506 Required % Compaction: 90 Finish: 2243 Pass or Fail: Pass Sand in hole & Cone: 5263 Sand in Cone & Plate: 1623 Sand in hole Only: 3640 Density of Sand: 88.6 Gross Wet Wt.: 893.4 Wt. of +3/4" Mtrl: 205.0 Gross Dry Wt.: .752.7 Sp. Gr. of +3/4" Rock: 2.50 Moisture Loss: 140.7 Volume of +3/4" Rock: .0029 Container Tare: 86.81 Volume of -3/4" Mtrl: .0877 Net.Dry Wt.: 665.9 Adj. Wet Dens. of -3/4": 114.6 Moisture Content: 21.1 Adj. Dry Dens. of -3/4": 94.6 Remarks: wioy 891-6625 UUM12b, AML711010 - at 04,.. 1130 C!� IBM ql 41.adl1 Lb—a Materials Engineering Testing and Inspection Crane Certification 5050 Cohasset Road Chico. CA 95926 File #: 90732 06-08-90 Tom Provost 1136 Oakdale Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 5 Test Location: So. Half of Pad, SE Corner Test Date: 06-07-90 Test Elevation: 4.5' above OG Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone. Source of Material: Native to Job Site In Place Density: Curve #: Maximum Dry Density: Optimum Moisture %: % Relative Compaction: Required % Compaction: Pass or Fail: Gross Wet Wt.: Gross Dry Wt.: Moisture Loss: Container Tare: Net Dry Wt.: Moisture Content: Remarks: (916) 891-6625 91.2 Wt. Sample & Container: 3394 T-2 Wt of Container: 276 97.0 Net Wet Wt. of Sample: 3118 22.2 Wt. Sand & Container 95 Start: 7301 90 Finish: 3303 Pass Sand in Hole & Cone: 3998 Sand in Cone & Plate: 1580 Sand in Hole Only: 2418 Density of Sand: 88.6 870.1 Wt. of +3/4" Mtrl: 157.0 720.9 Sp. Gr. of +3/4" Rock: 2.50 149.2 Volume of +3/4" Rock: .0022 85.5 Volume of -3/4" Mtrl: .0579 635.4 Adj. Wet Dens. of -3/4": 112.7 23.5 Adj. Dry Dens. of -3/4": 91.2 usual--Ioome a r� g®vfl IMF 1013 Pr/ ®00 �,ef_'flSSAMLA©-A Materials Enaineerina i esung ana Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 File #: 90732 06-11-90 Tom Prevost 1136 Oakdale Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 6 Test Location: So. half of Pad, West Edge Test Date: 06-11-90 Test Elevation: 5.5' above OG (FPG) Technician: M. Haydon Soil Description: Light Brown Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density: 89.0 Wt. Sample & Container: 5245 Curve #: T-2 Wt of Container: 280 Maximum Dry Density: 97.0 Net Wet Wt. of Sample: 4965 Optimum Moisture %: 22.2 Wt. Sand & Container % Relative Compaction: 92 Start: 7466 Required % Compaction: 90 Finish: 1817 Pass or Fail: Pass Sand in Hole & Cone: 5649 Sand in Cone & Plate: 1623 Sand in Hole Only: 4026 Density of Sand: 88.6 . Gross Wet Wt.: 872.7 Wt. of +3/4" Mtrl: 386.0 Gross Dry Wt.: 743.4 Sp. Gr. of +3/4" Rock: 2.50 Moisture Loss: 129.3 Volume of +3/4" Rock: .0055 Container Tare: 88.8 Volume of -3/4" Mtrl: .0947 Net Dry Wt.:. 654.6 Adj. Wet Dens. of -3/4": 106.6 Moisture Content: 19.8 Adj. Dry Dens. of -3/4": 89.0 Remarks: wio) 891-6625 1.11, Film= APPLIED eMUL Jim® ®mans AMNIM om : ARM Materials Engineering File #: 90732 Testing and Inspection 06-11-90 Crane Certification Tom Provost 5050 1136 Oakdale Cohasset Road Chico, CA 95926 Chico, CA 95926 Attn: Tom Provost REPORT OF SAND DENSITY TESTING Project: Van Nortwick Building Pad Test #: 7 Test Location: So. Edge of Pad, Center Test Date: 06-11-90 Test Elevation: 5.0' above OG (FPG) Technician: M. Haydon Soil Description: Light Brawn Clayey Sand w/ Sandstone Source of Material: Native to Job Site In Place Density: Curve #: Maximum Dry Density: Optimum Moisture %: % Relative Compaction: Required % Compaction: Pass or Fail: Gross Wet Wt.: Gross Dry Wt.: Moisture Loss: Container Tare: Net Dry Wt.: Moisture Content: Remarks: wio) 891-6625 90.6 Wt. Sample & Container: 4474 T-2 Wt of Container: 278 97.0 Net Wet Wt. of Sample: 4196 22.2 Wt. Sand & Container 94 Start: 7213 90 Finish: 2192 Pass Sand in Hole & Cone: 5021 Sand in Cone & Plate: 1580 Sand in Hole Only: 3441 Density of Sand: 88.6 929.2 Wt. of +3/4" Mtrl: 59.0 796.6 Sp. Gr. of +3/4" Rock: 2.50 132.6 Volume of +3/4" Rock: .0008 86.6 Volume of -3/4" Mtrl: .0848 710.0 Adj. Wet Dens. of -3/4": 107.6 18.7 Adj. Dry Dens. of -3/4": 90.6 f- Point System Summary: Climate Zone 11 1. Ceiling Insulation SCORE CARD .:.... __ . Measures - .-Point Scores 1. Ceiling Insulation or 1RteriorMass1CFA' due [381 ' Number ci s=res S• Infiltration (Air•Leaknge) 9. Interior Thermal i4lass 12. Coolie g Syst.:m R-vdx(111 U-vdue (0.0981 j A vziue One Two Three Speerra5on U•vdue [0.037] Points 4. Slab Edge Insulation or Interior Stab Floor Raised Foor R-v---� F2 fac we (0.771 S. Infiltration - A3 1C3 sg .;2 " �5landarE p - Mass Sbries rCFA One Two Three Sbries 7. Shading -(Shade Open) SEER a. North R-19 3 s .2 =_ �� �. • - C.- 'South _.' X 1 d. West One Two Thma (aaumc: ducts in attic) e. - Skylight ' R•30 RJ8 .2 - 0 -1 0 •1_ 0 a Trtt 1 MSS (Ut1K ► 4.2, is. ecoeaeA ■1x01 - C.0 •8 -5 0.1 8 5 '1 -2 •I -1 J . �e c f1 c. South d. W Wm Zz-2- x it 1.1 -value 10% 1S% MY. 6. Glass Hest Loss 30% '.SX 4%.4S% 0.3 •7 .l 1 0 0 .2 0 1 1 •?5rr.•24io r14b -4b +6 to 16 or ( 0.!0 •175 -84 •54 Toml 0.4' 06 0.8 0.6 0.8 1 1.1 1.2 1-3 1.4 0.5 •6 J .1 1 1 2 SEBA ;esa 15 5 +S +IS more 2.7 0.20 AC2 =9 32 Percent 4 4.2 U -value .51 b .41 to a 0.30 or 0.7 -5 .2 0.9 -5 •1 -1 1 2 2 0 2 3 3 8.0 : 12 10 8 6 -t 0.10 -25 2 Glass SinS!e Oouole .:0 .50 .31 less 1.1 4 I i 3 d 4 8.5 7 6 -5 .6 J 4.4 USC.Cs -11 •18 -9 9 'a 50 •121 -53 -:9 .24 .:0 .10 4 1.3 •3 0 1.5 2 3 4 5 a y g 9.0 _L i 4 J .3 •3 •2 2 •2 2 .1 39 O.GL 4 .2 19 4O SO J7 i6 ;4 3 8 3 1 2 4 5 5 9.5 0 0 0 0 0 0 1.5 1.7 0.02 4 2 1 35 30 75 29 19 9 1 10 25 0 3 5 7 1 8 4.3 45 4.7 4.9 51 O.C'J 11 5 3 31 -21 -13 -1 4 12 3.0 1' 4 6 8 10.5 7 6 5 4 3 2 3.5 16 4 42 4.4 29 28 58 .55 20 •18 12 J' •10 -2 S' S 12 Q'S 2 S 8 9 7 9 9 iG 11.0 10 9 7 6 4 3 A* 2. Wall Insulation, 26 26 Za 27 52 -17 9 .2 6 13 13 0 3 . 6 4.5 7 1 8 9 ' 10 10 8 10 _ 120 15 13.0 i3 13 11 9 li 14 ...12 7 9 S 6 5 6 5l single- Singe• 1.3 25 -9 =6 15 -14 5 1 •7 0 7 7 14 14 5.0 4 7 5.5 5 it 11 9 11 12 12 3.2 Etlrfre SEER 1d 3.3 i R•vaiue Famuy Detac•,ed Family Attac.ed Multi- Fam, 24 23 3 .0 -12 i t •5 1 -t 2 8 8 id 15 8 6.0 5 8 9 11 12 12 10 12 13 13 (SEER xduct elneleaey) A-0 oa 51 ry .;1-{ 22 J7 -9 J 3 9 15 6.5 6 9 7.0 6 9 10 12 13 13 11 13 13 > s1m of 7-10 5.7 R-11 0 0 0 20 Ji 5 a 4 10 15 7.5 6 10 1: 11 13 i4 td Vec:ire-25 or .24 to -14 b -4 b +6 b 16 Of 4.2 R-13 2 2 1 19 "c9 _4 5 10 16 8.0 7 10 11 13 14 14 SEEA test -15 -5 +5 +15 more 2S 27 R-19 8 6 4 18 •26 3 2 7 12 16 8.5 7 10 11 13 14 15 5.0 JO 25 21 17 -13 9 ss 1.1 -value _ _17 ....23 .1 3 ': 8 12 '17 33 35 6.0 -12 1( 9 .7 5 4 46 '• 0.80 -153 -114 -76 15 59 C 8 957. 100: 1.6 1.7 1.6 1.9 _ 6.6 -5 7.0 0 .4 _i J 0 0 0 2 0 2 11 0.!0 0.30 91 " 68 ' " -L6 ._.-17 14 -14 3 0 7 10 14 17 t8 10. Exterior Wall Thermal Mass a.a 9 a 6 5 4 0 3 i - 0.10 -17 0 36 0 24 0 13 12 -12 •9 d 6 8 11 9 15 18 El arior Sir>Sfe. 9.0 16 10.0 22 14 12 9 19,1 i6 13 7 5 7 4.9 0.08 O.C6 4 9 � 5 11 6 7 12 10 13 :, 15 16 19 19 tyyl .. F ,�� Famuy lduh 11.0.• 25 21 ;19 15 •10 z,12 8 - O.G. 14 11' 7 10 -3 9 11 14 17 19 S 6 Famt}p 120 3'J 26 22 18 14 9 115Y. 0.02 19 .14 10 9 .1 10 13 15 17 20 0.00 0 0 0 13.0 23 29 24 20 15 10 S2 0.00 24 18 12 8 2 12 14 16 18 20 0.20 3 2 1 29 11 13 1S ;.� 19 4.1 4.4 4.6 4.6 S 5.2 i3 SA S.5 i6 5.7 S a 0.40 5 4. 3 Zonal Control Adjustment 6.6 6.a 21 2S Z8 3 31 14 16 3.4 0.60 8 6 4 .. la' f,9 S 1 S.3 3. Raised Floor Insulation . 5.9 6 t 12 62 6.5 _ 6.5 . 6.7 6.7 6.9 7 0.80 10 1.00 8 5 10 8 7 6 4 3 _ 7..Shading (Shade Open) ' is t 8 LNo Cooling System Installed Insulation In Floor : 1.40 12 13 g Effective Percent CTasa 1.60 10 13 11 ... Stories R -value Number of s=ries One Two (percent Ylsss x SC) 1.e0 10 10 12 12 it 13 ( One -5 -L -1 3 -2 -2 Three .200 Twat 3 3 2 -2 2 1 R -17 '8 -5 EfT<Giiaass :_• '.. - ;'-, = - 3 North East south -west " Shyrght =' I+ R-19 0 0 0 18 5 1 11. Heating System - R-30 3 1 1 16 4 2 4 1 5 na Single -Family Detached and Attached U -value 14 4 2 1na 5 1 na SE or FLSPF " 1 - 0.60 -144 :70 12 11 3 3 3 5 2 na _ (assume ducts In ■ttic) Water Unit Size s ( Q 1139 11200 1700 2200 0.50 -120 -58 38 3 5 2 na Sum of 15 Heater ,Credit or .) b to to 2700 or 0'40 0.30 -95 -69 '46 34 _X 9 2 3 5 2 2 25 or -24 0 -14 0 4 to +6 N 16 « TYPe Type fess _1699 2199 2599 more 0.2043 •22 '�5 8 7 2 3 5 2 2 SE HSPF less -15 5 +5 ' +15 mora SG Nare 0 0 _ 0. `' 0 0 0.10 .17 $" : 6 1' i 3 3 4 2 4 2 2 0.72 6.60 0 0 0 0 0 0 or " Solar HP HWR 12 8 6 8 5 5 4 :.� 0.08 -11 6 -d 3 0.75 6.88 3 3 3 2 2 1 WS8 4 5 3 3 3 2 3 2 OX6 6 -3 2. 4 0 2 3 1 j 0.80 ' 7.33 8 7 6 5 4 3 POU 8_ 5 4 3 3 O.C4 0.02 _i 40 2 0 1 3 0 1 2 1 3 0.85 7.79 13 11 0.94 8.25 17 15 10 8 7 5 13 11 9 J SE Norte 37 24 18 --15 1 ''. O.CO 10 "' 3 2 1 0 .•1 0 1 1 0 "•1 -1 3 2 OAS 8.71 20 18 15 13 11 8 Solar 1 1 1 0 0 ' Controlled Ventilation Crawispace 0 1 .2 -t -2 0 ElAxtfve SE or HS?F (SE or HSPFX duct entdene7) HWR, Y1S3 . .18 S -ZS 16 .12 1 _ip -6 na - not allowed Eche •25 or •24 to -14 b 100 +6 b 16 or POU -18 _: 12 -7 -a Number of s Dries SE HSPF iest •15 -5 +5 +15 more n None -5 -3 .2 .2 •2 n•vaiue One Two fires 0.30 275 -73 -64' -56 47 •3a •30 S _lar POU 7 5 4 3.. Z i 3 t 2 1 R-0 R-5 -11 -7 •5. �. Shading (Shade Closed) na 3.41 -45 .3g -34 •29 -24 .18 IE None .28 -19 . -I4 -11 I .9 ' 1 R-11 -4 -4 3 0.40 3.67 34 vro -26 .22 18 •14 Solar 8 5 4 3 3 R-19 -2 ? -1 _-2 2 - .2 _ 2 - Effecilre Pet cert Cl&= - 0.56 5.13 1 0 POU -10 -6. .5 -4 J 1 (F�'rD t i laaa x c 0.60 5.50 5 5 0 0 0 0 4 3 3 2 Multi -Family (indlridual units ) 4. Slab Edge Insulation Edectiri 0.70 6.42 17 15 13 11 9 7 water UnitSize(SO Number of Stories X G� South W94t SkY� 0.80 7.33 25 22 0.90 825 32 28 19 16 13 10 24 20 17 13 Healer Gedf 699 700 1200 1700 2200 R -value One Two Three 18 -14 -48 59 -64 - 1.00. 9.17: 37 - 32 28 24 • 19 15 TYPO TYPO lass 1139 1 2199 or more ' R-0 0 0 0 16 .12 A2 -59 -55 r1a i SG None 0 0 0 0 . 0 R-5 a 5 2 14 '-10 -35 .50 -46 na Zonal Control Adjustment ru Solar 14 7 5 4 3 R-7 _• 8 6 3 11 7 8 -37 KP HWR 9 4 2 i' -- .�i6 as Sys em Type - 3 . . i F2 fac=t � _ ..29 .74 _ Resisance 10 9 7 6 POU - 9 5 -. 3 .:. 2 " •... Z .. . X0.90 - -4 3 -1 9 5 -20 27 -25 -65 Other S. 5 2 3 4 3 Z Sc None .45 •23 -15 -it `.9 0.80 -1 -i o 8 .5 •17 •L3 ' -21 -56 T Solar 2 1 1 0 0 0.70 2 2 1 . 7 ..-4 -14 -19 -18 -47 HWA •23 -12 ' .8 5 -5 0.60 6 4 2 6 •3 -11 -15 •14 _38 WS8 -25 -13 8 5 -5 0.50 9 6 3 5 '2 -9 -11 -0 _30EQu -None '2 -12 8---•5 $ i 0.0 '12 8 •".2 -2 i -2 .4 3 0 -6 5 .7 .23 co 6 3 _ -a 2 1 -1 •2 .1 _g -4 �. --- POU :....iE -:None i _0 - 0 30 0 . 0 2 3 ;Solar 18 9 _.. , -....... tact . not allowed P Point System Summary: Climate Zone 11 SCORE CARD .:.... __ . Measures - .-Point Scores 1. Ceiling Insulation or 1RteriorMass1CFA' due [381 U -value (0.030] 2. Wall Insulation or ` R-vdx(111 U-vdue (0.0981 . 3. Raised Floor Insulation or valve 119] U•vdue [0.037] 4. Slab Edge Insulation or R-v---� F2 fac we (0.771 S. Infiltration - Stmldard I1. 1-vIK•.. 11 6. GlassHeat Loss - U-vduc (0.655_96 Total Gkss [ 161 S 7. Shading -(Shade Open) a. North . Eff. %Glass b. Eastl' _ x =_ �� �. • - C.- 'South _.' X 1 d. West Ic•n...+ .1_•I /J �-- e. - Skylight x - 7 = 8. Shading (Shade Closed)�- a Trtt 1 MSS (Ut1K ► 4.2, is. ecoeaeA ■1x01 Eff. oa Glass b. East � x . �e c _ -41,6-- c. South d. W Wm Zz-2- x 07. SX 10% 1S% MY. 2M 30% '.SX 4%.4S% SOX SSX W% 61X' -,CX 75% a0X aSr 9CX 95X 1007. 105!: tIC: 1157 C: 10: 0 02 0.2 0.4 0.4' 06 0.8 0.6 0.8 1 1.1 1.2 1-3 1.4 13 1.8 1.7 1.9 Z1 Z3 Z5 2.7 Z9 3.2 14 36 3.3 4 4.2 44 4 6 4 d -•-.::•-.Crrda(nmej 1.9 2 ZI Z2 23 Z4 ZS U ZI 2.9 11 33 15 17 4 42 4.4 46 to 5 307. 40: 0.5 0.7 0.7 0.9 0.9 1.1 1.1 1.3 1.4 1.6 1.6 21.6 21 24 26 Z! 39 32 3.S ].7 19 4.1 43 4.5 4.7 49 S.1 SC. Q9 i.1 1.3 13 1.5 1.7 1.7 1.9 1.9 21 Z2 Z3 24 ZS Z6 27 2.1 3 3 31 32 3.4 35 3.1 4 4.3 45 4.7 4.9 51 53 S3 5.5 14 3.5 16 4 42 4.4 4.6 4.6 it 5.3 5.5 5.7 55% 0.9 1.1 1.4 t.! i.8 2 22 26 26 Za 3 12 35 17 19 4.I 4.3 4.5 4.7 4.9 5.1 51 5 6 5l 6SS% 1.1 1.3 1.3 1,1 1.9 22 Z4 2S Z8 39 3.2 14 1d 3.3 i 4.7 4s 4.7 i.9 5.1 57 S5 70 755% 11 13 15 17 9 5.7 59 13 13 1.7 1.9 21 23 . 2S 27 3y 12 14 16 3.a 4 4.2 4.4 /.6 4.8 5.1 5.3 iS 5.7 5.9 t7; . 05: 1.4 1.4 La 1.7 1.II 1.9 I 2.1 22 2.3 2.4 23 2S 27 21 29 3 11 33 1.5 37 19 4.1 4.3 4.S 4.7 4.9 5.1 S4 S6 sa 6 6.1 6z 33 35 3.1 4 42 44 46 46 S S2 S4 56 59 61 63 957. 100: 1.6 1.7 1.6 1.9 2 22 25 21 Z9 11 ]] 15 17 ].9 /.1 43 4.6 41 S9 S.I S.f SS S6 59 21 25 Z ] 12 11 1a 16 f 4.2 4.4 " 4.9 it 5.3 SS 5.7 i9 ii 6.2 6.3 6.4 6.5 1057: 110: 1.3 2 21 22 Z7 2.1 ZS 2.5 21 23 29 ] it 11 13 3.5 17 12 4.1 4.3 4.5 4.7 4.9 5.1 5.4 S 6 SII 6 G2 6 4 6 6 115Y. 2 2 2.2 24 26 26 3 12 . S4 36 16 ]a 16 1 4.1 4.2 4.3 4.4 4.3 4.5 4.7 f.6 4.9 5 it S2 S.4 S.7 - 5.9- L1 6] 6.5 6.7 1757. 125r 2 21 Z1 25 27 29 11 13 1S it 19 4.1 4.4 4.6 4.6 S 5.2 i3 SA S.5 i6 5.7 S a S.9 6 6.2 6.4 6.6 6.a 21 2S Z8 3 31 14 16 3.4 4 41 4.4 la' f,9 S 1 S.3 SS i7 5.9 6 t 12 62 6.5 _ 6.5 . 6.7 6.7 6.9 7 Point System Summary: Climate Zone 11 SCORE CARD .:.... __ . Measures - .-Point Scores 1. Ceiling Insulation or © ' due [381 U -value (0.030] 2. Wall Insulation or ` R-vdx(111 U-vdue (0.0981 . 3. Raised Floor Insulation or valve 119] U•vdue [0.037] 4. Slab Edge Insulation or R-v---� F2 fac we (0.771 S. Infiltration - Stmldard .. 0- 6. GlassHeat Loss G�� TYPe (d4atbtej U-vduc (0.655_96 Total Gkss [ 161 S 7. Shading -(Shade Open) a. North Q7o Glass SC X 77 Eff. %Glass b. Eastl' _ x =_ �� �. • - C.- 'South _.' X 1 d. West _ X-�2-- /J �-- e. - Skylight x = 8. Shading (Shade Closed)�- a. North % Glass x SC Eff. oa Glass b. East � x . �e c _ -41,6-- c. South d. W Wm Zz-2- x --J� x - e. Skylight d x- =- 9. Interior Thermal Mass � TYPE 1 7•IASS AREAl7i, COND. FLOOR AP... r 1 0 10. Exterior Wall Mass - rb� �, TYPE 2 `LASS AREA N0. r L OR :.REA 1 ^ Sk 11. Heating System Zonal - x L �' ti - Control? ( Y / N) SE a F 103V"HSPF Duct Etfi� 8] Ett«urc E orf" - _.:-.:...... 12. Cooling System Zonal Control?Y -_ _ x,. r �� 1156/5. U1 / N ).... SQsl VX Ductilticicncy (0.74] EElociraSFER(7.03] :-:13..Waier Heating 'TrPetsej-.'.- _... _ .. -' - -•-.::•-.Crrda(nmej C -Lrtificate of Cornpliance: Residential Project Project Address Documenut:on AuC-icr Teiephorse BUT-LDING DATA Conditioned Floor Ar ea SlabiRaised Floor [ ] Single Family Detached (SFD) (] Single Family A=ched (SFA) [ ] Multi -Family ( Number of Stones Number of .Units [ ] Addition Alone (] E;is:ing Building (] E_is&..g-Plus-Addition BUILDING SHELL IINSULATION Component Insulation Locafion:1C,:lmrn,:nts _ ..._ Type R -Value (snit, to Wall...• ..... g Roof .JK........ Roof ............. Floor ............. Floor ............. Slab Edge..... _ GLAZING GIazing OnencaQOii Climate Zone 1.1 Bu�l}tylg �cr.0 +f �ecced 5Y / Cate c.. rorc cr-.=t A g=cv Use Only GLzss Arca % Giass North East. South_ West Skylight TOW DJNG DEPARTM AbPLN PRt_ YE, Shading Devices Area Glass Type Interior . Exterior (Sr] (single, double) (7oller blind, etc.) (shdesere>`rt, etc-) Ove: gang Fr=ing'I�Te SPECIAL FEA 71 ARKS (Add extra sheets if necessary) Mandatory tNleasures Checklist: Resident;.al V INtF-IR NOTE: Lawn= rtsk'AnOsJ butL:inV susi¢t a cti Sa•+Carts Willa castarn u�ese r.+r�.L-:s n:;rrea 0f'1e omplisr= ap;roxn used. Items marled —tam utcr:a (•) ma7 be a+De•.eLus by not ut.-ttoo 1*, -W on Lk C:.rJr xte Cl Camt;itanee, nni wtxn t.>u c�S t�4 u inccr";Cn" Into Lk p-- n'l oocum Ls..`e teantau rotrd L»U be conis6cmd by all pau brmang m'Almum cOrnpencnt -, :Ionra= r=rrsuoru 10r Lk m.anCyery aw_Umes wnc'.er they arc .1owm u;ewnat m 04 ooe_-nc.0 Or on _ter CaLL:i.-. only. 0ESC7J7r.C.4 S.Adint Envelcpe Steasu,rs ' S2.53S2(a): �ttntmvn<etlutg rnsulu,O.t R•19 wetgnue4 avenge. 42.5352(bY Loose fill insutawn maruracturu•t LiWes R•'Ialue 12.5352(c): "inunum wail insularson in (tuned walls R•1I weighted avenge (docs ntit apply to catcnar mass walu). 12.53320k): Stab edge insulation - water absorption rate no ptarer than oJ%. water rapor trsnsmtaton rate no V=tu vian 2.0 pcmJvnch. §2-5311: Ituulauon SP=Irttedor instalkd m¢u Cililomia E.•nagy Cormmission(CF.C) qu:alicy stancards. Ind call type and form. §2.5352(0: Vapor barncrs mandatory in C.imaw Z, oa I! L-4 16 only. 12.5317: InfticsuorvEafiimcion Controls L Doors and wwdows baween eondiuoxKd and unconditioned spaces dcsipcd to limit air leakage b. Dons and windows tcrts&4 C Doors and wtndtrws watherstripprd: ill joinu yid peneeations r,•,tkrd and scaled 12.5352(e): Special infiltration barrier instilled to.eomply with 12.5351 mus CC quality Standards. 12.5352(d): lnsult26on0(Facolaces I. Muonry and factory -bush rmbers have: L Tight fttting.elosabk metal or glass door b. Outside au intake with damper and control c Flux damper and control 2. No Continuous burning gall ptlou allowed. HVAC and Plumbing Syssem Measures 12-5352(1)"2-5303: Sparc conditioning cgwpm.=t siring: attach -ln.i. ions. 12-5352(h) aro 2-5315: SczbaeY thermouz an alt spoiabte hating syswnL I ' 42.5316(2): Ducts constructed, installed and insulated per Lu;Kcr to. 1976 UMC l §2.5316(b): Exhaust systems have damper controls. 12-5314(cx Gas -fund space hating equipmatt has inv mittens ignition devicrs- .. j §2-5314: HVAC equipment, anter heatert shoe erfseads and faucets cuufied by the =C- R -53520: W ser hate insulation blanket (R-12 or pater) or comb'uted interiorest rice insulation. (P.-46 or greater); fzt 5 fees of pipe closest to tank insulated (R-3 or grcaucr). t R-5312(Exception I): Pipe insulation on sworn and suxm condensate returnA recirculating pipin& 12.53I8(d): Swimming Pod Hating I 1. System har. j L OrVoff switch on hater. b. Weatherproof instruction plate on hater. C Plumoed to allow for Solar. _ 2. 75 percent therrtul efrkicncy. 3. Pool cover. a. Time clock. 1 J. Directional water inlet Lighting and Appliance Meatvres ' ' 11-53570): . Li htin I5 lunwrufwstt a til) Lighting plater for general lighting in kitchens and bathrooms. 12.5314(e): Gu fired appliances equipped with intermittent ignition devices. A2-5314(1): Rcfrigermu rs. rtfritcrator-(reezers, fm=crs and iluoraecnt lamp ballasu ernirted j by the CEC. Indicate make and model number. i ✓ I I1/ Iv t I COMPLZANCr STATE.! r 1his crs iczte of eompliar= lists ter. budding fame= arrd perfocmarre scedfiatioas ncded to comply with Title 24, Chapter 2-53 and Tide 20, ar ave. 2, &tbcl3aPttr 4. Ancc:e 1 of L`le Ci forriia Administradve code 'This c=uficatc has bean siped by the individtul with overall design rapcnsibilicy and the building owr4r. who shall rttain a copy of it and =ttszZit the ardiic_tc to my sut:s ucr.t purdhaxr of L`3C building. -- i Utstgner Building Oti+nntrr Q TiaklFtrrsL TitklFirm S u p e t. Address: Address: 14 (, b A ILbla L f= C tt-o cA.952 Tek-,alaone Tckpiwne 4 -3,. 4 3 t -I (signacum) (date) (signsn=) Docurnerltadon Author Enforcement Agency _ . Nam= - Narnc - .. No r i:h —1,2zl, - p • • • '"''Nor-�h'-• ( 1 ...— ����<�y��YC� East �. East— { 4 South — 'j ,.. SOUthWest ( ) — : ( � 1 West — i Skylight `...) _• 4 THERMAL MASS — j - Type/Covering Area Thickness (slab/exxsed• file; etc.) S(inches) Locadon. DCSCriDdOn (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct — : Type (fumaee, air Efficiency Location Duct Output Manufacturer / Modes # i •l conditioner, hetioumo) (SE, SEER.HSPF (attic, etc.) R -Value (Btuh) (or acoroved ec)ual) _ Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Tvoe (storage ger, etc.) Caoacity (or aoomyed enual) Sr�rial FPantrp(cl SPECIAL FEA 71 ARKS (Add extra sheets if necessary) Mandatory tNleasures Checklist: Resident;.al V INtF-IR NOTE: Lawn= rtsk'AnOsJ butL:inV susi¢t a cti Sa•+Carts Willa castarn u�ese r.+r�.L-:s n:;rrea 0f'1e omplisr= ap;roxn used. Items marled —tam utcr:a (•) ma7 be a+De•.eLus by not ut.-ttoo 1*, -W on Lk C:.rJr xte Cl Camt;itanee, nni wtxn t.>u c�S t�4 u inccr";Cn" Into Lk p-- n'l oocum Ls..`e teantau rotrd L»U be conis6cmd by all pau brmang m'Almum cOrnpencnt -, :Ionra= r=rrsuoru 10r Lk m.anCyery aw_Umes wnc'.er they arc .1owm u;ewnat m 04 ooe_-nc.0 Or on _ter CaLL:i.-. only. 0ESC7J7r.C.4 S.Adint Envelcpe Steasu,rs ' S2.53S2(a): �ttntmvn<etlutg rnsulu,O.t R•19 wetgnue4 avenge. 42.5352(bY Loose fill insutawn maruracturu•t LiWes R•'Ialue 12.5352(c): "inunum wail insularson in (tuned walls R•1I weighted avenge (docs ntit apply to catcnar mass walu). 12.53320k): Stab edge insulation - water absorption rate no ptarer than oJ%. water rapor trsnsmtaton rate no V=tu vian 2.0 pcmJvnch. §2-5311: Ituulauon SP=Irttedor instalkd m¢u Cililomia E.•nagy Cormmission(CF.C) qu:alicy stancards. Ind call type and form. §2.5352(0: Vapor barncrs mandatory in C.imaw Z, oa I! L-4 16 only. 12.5317: InfticsuorvEafiimcion Controls L Doors and wwdows baween eondiuoxKd and unconditioned spaces dcsipcd to limit air leakage b. Dons and windows tcrts&4 C Doors and wtndtrws watherstripprd: ill joinu yid peneeations r,•,tkrd and scaled 12.5352(e): Special infiltration barrier instilled to.eomply with 12.5351 mus CC quality Standards. 12.5352(d): lnsult26on0(Facolaces I. Muonry and factory -bush rmbers have: L Tight fttting.elosabk metal or glass door b. Outside au intake with damper and control c Flux damper and control 2. No Continuous burning gall ptlou allowed. HVAC and Plumbing Syssem Measures 12-5352(1)"2-5303: Sparc conditioning cgwpm.=t siring: attach -ln.i. ions. 12-5352(h) aro 2-5315: SczbaeY thermouz an alt spoiabte hating syswnL I ' 42.5316(2): Ducts constructed, installed and insulated per Lu;Kcr to. 1976 UMC l §2.5316(b): Exhaust systems have damper controls. 12-5314(cx Gas -fund space hating equipmatt has inv mittens ignition devicrs- .. j §2-5314: HVAC equipment, anter heatert shoe erfseads and faucets cuufied by the =C- R -53520: W ser hate insulation blanket (R-12 or pater) or comb'uted interiorest rice insulation. (P.-46 or greater); fzt 5 fees of pipe closest to tank insulated (R-3 or grcaucr). t R-5312(Exception I): Pipe insulation on sworn and suxm condensate returnA recirculating pipin& 12.53I8(d): Swimming Pod Hating I 1. System har. j L OrVoff switch on hater. b. Weatherproof instruction plate on hater. C Plumoed to allow for Solar. _ 2. 75 percent therrtul efrkicncy. 3. Pool cover. a. Time clock. 1 J. Directional water inlet Lighting and Appliance Meatvres ' ' 11-53570): . Li htin I5 lunwrufwstt a til) Lighting plater for general lighting in kitchens and bathrooms. 12.5314(e): Gu fired appliances equipped with intermittent ignition devices. A2-5314(1): Rcfrigermu rs. rtfritcrator-(reezers, fm=crs and iluoraecnt lamp ballasu ernirted j by the CEC. Indicate make and model number. i ✓ I I1/ Iv t I COMPLZANCr STATE.! r 1his crs iczte of eompliar= lists ter. budding fame= arrd perfocmarre scedfiatioas ncded to comply with Title 24, Chapter 2-53 and Tide 20, ar ave. 2, &tbcl3aPttr 4. Ancc:e 1 of L`le Ci forriia Administradve code 'This c=uficatc has bean siped by the individtul with overall design rapcnsibilicy and the building owr4r. who shall rttain a copy of it and =ttszZit the ardiic_tc to my sut:s ucr.t purdhaxr of L`3C building. -- i Utstgner Building Oti+nntrr Q TiaklFtrrsL TitklFirm S u p e t. Address: Address: 14 (, b A ILbla L f= C tt-o cA.952 Tek-,alaone Tckpiwne 4 -3,. 4 3 t -I (signacum) (date) (signsn=) Docurnerltadon Author Enforcement Agency _ . Nam= - Narnc - .. THIS F R" NP' !!5 9I�i) Bll iRi�SS WR. wCHom ' 2x&,y FT_t�=LAACR ,i2 TC X-LOG L- t-' 0.29 5. . i2 Y5-00121.06, 27.12 , d 71 . T C€��- _ 12X5 FIR--CASH-4Z -WEBS;-2X4. FIR-LAVtC9 STANDARD SG X- LOC L-R` 0.29 8.35 I i" 15.00 24,09:34-71 � c G€ NNECCTCOI PLATES NU T S-E INSTALLED IN ,ACC�IANCE *171 SIP(OLE CUT, WES A-TC: in ; 2 ENEIS:1. 3, a. 7' �EQUTAENEWSF -OFI.z'.8.i�� RESE MH SRT #2949.- m h -W)-- Ot3TTOM CHORD CHECKED FOR 10 P }F LIFE LOAa. v aLL. PLATES nE CEWTERED €iN JOINT SSS': UTHEOGSE. INDICATEil SEE 0RWG5-, 130' fi 160/-IWA-G FOR TYR. PLATE LOCATION DETAILS. Ate TOP 040RO Sf'L3GE5 DCCitTiRiMs BETWEEN PANEL POINTS ARE TO BE LQCATE6 AT APPROXIMATELY O Top € ORDSHALL; BE LATERALLY WACEG WITH PRO EPLY CONNECTED ` V4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 1273 ftN �. PWILINS SPACED. AT h: NFaX3!!lii ' 24- [Q.C. SHWX0 'MT OCCUR IN PANELS .w NEXT TG A PAN r POINT SPLICE.' +N Ta V`` 2X4: 03 PER-FIR M BETTER CMT114UC LA7EML. BOTTak CONNECTOR PLATES �SIGM-0 FOR SWEN LVWBEIR PER NDS � CHOR9 $F ICIN,' & 72' ?AX- O -C. REDUI- C:D _ A'€ TACH. MITE TAB! .E. 8, 119 w . 2- f6a: NAILS_ BRACING IS H4T FE9UIF.Ed 3'F Ac sIGID CEILitc- IS ATTACHErst CIMCTLY, ELS. 801104, CHOM- BRACING UK(ERIAL TO BE %ff*L.lEV ' ANS: s TTA D AT 130714- ENBS TO A: SUITABLE. ♦SUPPaf- 91f ENEr-TION CONTRAC TUR , V I E OUNTy BUILDING DEPARTMENT 4.10 3X9' i.5M ', 34 3i4' Fm_ 5X6 3X4�- 2)d. 12-0-0 23-0-4D. - 0-6-0 � arcs E 12--3-6 23-0-0 _35,_i_0 (VES 2 ` 'pVRT ; R•f23 hF-.'S R-1Z724-W- 5.56 L - TYP'_-A PIW _ _ -CM:+-- 162231 £U RNISK A IMPY UF TRIS. CESIEW TO EFiEG7-lCN ,CCNTflACTi9R REY 15_3_4 -SCALE 0-1875 a IMPORTA $ aa"kf3 � iP1ZNG .+.+ate aeo OESIGN cA?r: USC PEF 8427--pi624 C eaTE 05f12193 _w� ►� a w. B jWL a� .= rc + L 3'E, _0 PSF ORW6 Cir 901SNeS - Q �. a: s=' � aE-aW.clrr 6VAldW Sr a3_ "4m ;�. � anal �� Tc CIL 15-0 P-CF" L- ice' - Ste' Y AI. I ».=7 '3Tie. �, Q� �IC17r�2: 67Fli �aE SNOW- .rtvc"mac IM Wft ASA s. QUM � spo.�e seu sfF u►a�u� � CA SG rL (U) -5-0 Ps1 Cit-ENG t�fh LEN � 35-{�-(� c Z-=- a a/�LT to am :a_%.rr smt �[ M I mm NAM= Ammer � .4 memo_ ss"s cr-.�' iii. ssa..�: s.� iaiit .wts+ae� lossamw- a VIM voomm-T .Slims ftv"= 3a67cea1st - aacaal 0 a fA . 0 � ass $rrrt�s rn=o sz a+ s� 9nr: umvaa IoUA_FAQ`_ '7 r�T Lf3 . �� _ Li PSF 3 sts�a arc em6ta� t� MMMBIL -segs ivy. s*e aim QAC. > : _ _ACi:+a6 .25 24 . t'' tags sucsE 7�� aa�t,� w�rxrr+tit7:3Yatsp� t'rE SPEC-- t T _ -FRW-- _ _, TT BY T M OP Cid` _ �FIFT-E:A is 2 TC x-Lflc t-Ft_ 0_29 7.32 1,11LZ 28.00 2:#.rw 23.os 33,12 s T Citi 2x `_ FIR`-LAA€4i -12" D .71 NEW 2X4 - FIR-LARCH' STAMIAM. EXCEPT AS SHS� ][-LOC L--; 0.29 7.32 iA.35 i7_99 23.0€I 30.09 40_71 1.2U FIR-LARCrI - #1 V SINSLE CUT WEH i TC 12 ::.2 ENM #. 3r-5.7. :S CTOR'PLATES HL19 BE iNSTAUEt3 IN ACCMDAKE w373!�' [i33 SCATZO�i ..f�ORD CHECXEQ FDA; 2O LIVE: i.flAg_ N OLUREWNTS' OF I_C 8.0 :-AESEARCH REPORT, 329- 49.: � ALL. TC,` CHOM SPLICES CC£URRIM BETWEEN _ , � RE TQ` � LOCATED Ai A�itJXI�t C PLATES A€ CENTS ON �IAi€ UNLESS �JT:iEi ISE s}�DIC.,XTED_ PANEL. POINTS ARE m E onw s- 130 & 16012SQA-6 FOR TYPT- PLATE LOCA4TIO DETAILS- 1 OF PANEL L N 321 AND TO FEL PANEL POINT (WITHIN SHMILD NOT OCCUR IN PALS NEXT TO A PANEL 'F DINT'SPLI E, P C:JE?D SHALL BE LATERALLY 8RAC=f3 WIiiF sOPF3Y CONNECTED�(v 3t ALINS SPACED A7 A NKXlKX OF 2 C.0 .CONNECTOR ]PLATES CESI FOR: GAE►EN LUNSEH ,PER t. TABLE 8.,13. .E 2X4 #3 ifE :--e=IA 09, BEITER CON TIMJOU5 8O' 104 _LATERAL �ftmRo BRACING. Q; 720 MAX- 0._C_ REQUTAED.` ATTACK WITI . -f6d NAn-'S. ASRACTW 1S UUT WEGUIM0 IF A. RIGID.CEILIW S ATTAC£M DIRECTLY Tom. BoTT€f4` C,-msU_ - BRACIp1G M TERIsii_ O BE SUPPLIEG AND ATTACHED: AT BOTH Eh TGA SUITABLE OR-1 BY ERECTION[CDN RAGTDR r - F3Xr - 4X4. 2-5X4, 5Xs 3X4 . 0X4 3,X10A 3h - - 3X'14 .47t:— BUTTE COUNT S UILDSNGMP i ME s�17FtYFt ��� f 23—iffy-4`3 I _ t Q r {1e-0—O {i � i $ f-v-70. GW-R'2 SATS— T_.-YV--ALP,]tNE SEtUPS 16230 _ P's R415H At CC-f':' W, 7TTaS IUESi5?f TO- -F-RE.: --3N CONTRACTOR REY 15-3.4 SCALE 0-1675 —i �r sw mE mws Rawfm ix, m u x;. r R== am o'' i� ��E j�4PUR�FA� i 9EJF a�s.c. �a: e�sr sao ��' iAFii�'1•SA�G i:.�sz�► rra�rm� DESISH CRU: UB AFFR427-0162-3' rz QT. MIM sir � �^ DCirMW :�AR � SEwun t w Pato wrt vm-- m -MT-� �. 11ML?e aRi ift-mm t � � —Comm �r asr s�csw ia:.iw,a r.:f T�s+� xs t�+vra.r .stt �o.a+o�=zs+a-•mat . ra a E i L I6 . PSF BATE 06/ 12190 , me -oxort Gwomm mm" ur a2. aszw,� :tcs .MOM PM, BMW- 4Loar- TC OL J-fJ0 PSF LWAS GST 903 '# )c=r., Q r� ANS 0MWA& SM Mir M i'.N®G CALsm aml W12m, tsl3zs 043,- 0 n oemw s+*o�ar �. nwwc Oast. r ss IMM36W s v ,cx A&cm- i� 0=0 ws nvw mkL mE LATtm l CA t!'1 5.0 PSF ec m[ �, C&-EN& T ; .. = *NMI TAM. AC 6'CK JDW' Amm tDa«Ecn4pw vLvvww 9�rK, smcIues sFa rte. -.saL uma"e s�ain�6 .� � s.[sriaE wQey�s a imt a<Asm ais F>A SF- a/t, LEm. 4A-0-0 wr ts� 40M PVC rrtworr VUjW tom: Obi . Fi.0 , I ,. 2.5 .- r am sca>E I= _. aas�s t 'M� MP8CVMCKrMvW rias moria SSPACCINE .24 J3",EC TY,RE SPEC-- G �d aalmz TH S i7PlOFi3' } 2XS-„FIR`LARUfi #.I = TY TRtk 'T T L E3� 2X - F LkRCa{" ## TC X -LOC L -Ft G-29 4.53 10.47 14.71 # WEBS: 2X14 FIl*-LAAC4 STAJIAW.i,Rd" sc X$CC. F --#� C_29 S. 34 9.?� 1 _73. Ci q NVENTIONAL. FRA14zr N IS, itOT T RESPf33V53HILIT OF THE TRUSS L�3E THiS i7ESZ6N F� �1 HIP TRUSSES,_�.�"" C,C„ ;EICT� TtiP SIGNED PLATS )4A AETlAt% dti 3R TFlUSS FABRICATOf� PERSONS 'RECTING C W _ C! Tor HTP RAF7ER AND SUPPORT EVEAY FOUR "F 7 , TSS ARE CAUTIONED TO SEEK ADVICE BY LOCAL BRAN FL LATERALLY' JIT TOP CHORD 4�Z.Tli 2X #3 GR BETTE R B --FIB X24' 0 C_ ESSIUN €i! INEEf . f3Ev3itTl3IPr1v CONi.'�MIOfVkL FRAMING- WITH 2-�15i1 NAILS A 2X4 LwIA L SpAce PER BWT'-_76 -FI4 5 i3}: #f MP- DESIGN zQ S+3 i` 5 -1.I -9A .JACKS #MITI IV IgEw� SWAT HIP RAFTER ; WIW CRIPPLE EVERY -FWQ TRUSSES (66-) `r + SINGLE CUT WEB �-2' ENDS -1, 3 "Ti3FT PLATES MUST FIE INSTALLED IN +lCCL3R0ewCE" 'ftiTH � F:E�tEl4rNI�- i _ G_'� _ "t� - fl _ RFSEARECH REPORT #29A9CE .� RIICTORS 4��4RbfIHG: ALL PLATES ARE EaEtEi3cREt7 THIS TRUSS ISTit BEAR AW/OR St1PFpRT int .lOI lA .ESS.OTNERWISE IMI 6ATM- p LOADS ADOI:TICML LE}y ADS AT SPECIFIC LOCA.'TIOW. EES 13R. _ 13G :S' 160 #50A: S FOR. TYP_ PLATE €OCATIt OETAIL.S_ PhRt$iULA,R IS At?NtSEi3 LLTRiN6 � INSIALLATZ 'SHS 8E E. et z �. Bf�ICEQ i4IT%' ERL Y. Ct�N�ELTEf3 TMJ' EILkW TRAT THIS T s IS ERECTEDI PEE�Y. PRQ SINS SPACED AT A MAXIMM .OF24' 0_C'<. MWECTOR, P.A' ES MSIGWD, FOR SWEN LL R °PER NOS TASLE 8 . #8 _. F �inq Mtei : Sr All cr beth can lateral trsft ihard 6t requires •Attach w/2-I6d malas_. rac _ qi3 2m=Lng 1a, not 3f a ri ce-M 1s attar. d3recUy Lo hottow chard_ maCe= al tss be suMUed, _- and, attacbesi at bottm ends to .4 zmitableTsupwrt �_ect3,aaE '�aaiCtcr., 4XQ MALI 4X4 _9X,4 _ 1. "Y 3-1.-5— .d~ ll .. -. �} 7 AR 'F M ..ANT yy/ 15--0-0 :OVER 2 'SLE. i'S P-26 3A 2 LT _ TYP. ALP SEiN -= 56243" f:lmNTg �! CCS' 0' THIS DESIGN TO ERECT 7 Ci3iTRACTCA ., aaRANT* a °o`es ,c coma.a� NII REY OESTS4 Cgi T Lec S hLO5a - q� sem: Mr Mssrrs .Mi W ,Fra aces. firs gar: s.es�s ray G7. 'seQ= ".S► arr" r+iliR: a`slsth uE:, Cs' o 'ilrCiiX srr■.rr or.,cae,�c.trns .t.- {{ r TG L 1 iY . - �^ y f [i�c L7 , ti[7� s R srr saY. ��'*+67Et�:-. �. aostr�c aeststi- ars+ ! tstt7l�:' ATG : 15,10 P {, [% �-- «...... . ��' GCfiG3a7 Ca =i I = a B 9l1Er7i Cmt ear = a. ' Q ,� sswx *3 E iatL:RE sir C+s .. tOr6ai- aCae+asaCa �tl'.aOf iiVat rp tBDt� agfls +fir aassol�t-�1. $ ;mac 5 r fs CA - EW . _ L 3 Galsr;' aCE YF:ti4 !lLfiE a9Rsa6� taaw. 8Ca70t DDE_ aD� ALnM ae Comm FANDRIM. cow7K, lQfrt' 25. ai. iiffi7A X94, M.e=- siC sA!' ICi� -. i 4 x j a"t` ♦ yy ii E % i s i Q br CS Q _ _ mar ac r2w, aFnswar _ .. L . "m,.R... VA....r.SE-10-cK 51 11 w .. w + —. ,mss •. TSS 'DSS PREF _ ,. , a Talo CMM'- 2X6 F Pte: i � —�--X-LoC i-� t►.2S ` $. 72 15'23.2,13B 25:35 '29.�i5 32.63 R(3T `CHORD 2X51 FIR-LAR[-4i 12 36.22 4a_90 Ai. 54 51 _7i WEBS 2XA FIR- .ARCH STANDARD BCX-LOC L.-4;t: 0.29 8.72,15-23,22-35 25.35 .993263 tX}9V!lCCT{XI PLATES WST BE INSTALLED IN ACCORDANCE h'ITri 55_55 40.90 �.i54 53_?1 C REQUIREMENTS OF I. C_.8.0, RESEARCH REPORT #2949. SINGLE CUT NEB #`2 EIM. i. 3.5, 7� 9, _i 5, J 3, 55..37 ALL PLATES: ARE CENTERED ON JrsINT UNLESS' OTHERWISE INDICATED., (u) SOTT4N_ CHECKED FUR JO P-W LIVE Lm. SSE CFIWGS. 130 S 160/15CA-9 FOS! TYP,, PLATE LOCATIM CEIAIES. i#3 ' v _ (A)13W #3 McW-F3R DFS "�3E3"iEfi tO?4TlARXM LATERAL, FACING 3d �SHIxs ALL SUPPORTS TO SCLID BEARING Be EGUALLY SPACED,_ AXTA£. H:_'blTH Wil. 8d MAILS. V � ERACIM MATERIAL -M SE SUPPLIEC A D ATT [3 iii BOTH 0435 Tf1 A NOTE, ' SPECIAL KAN€LINv CAAE SN0MB BE TAKEN 0RIS _C4 SUITA6LN DONTPACTOR,-I3�'ELt "WAJ441 b� AND 58£CTION O TRLASSES„ SEE S` NOTE BELGW- �1 ALL TOP.ICES OCCUMING TBETwEEt4. CGNTRACTM.S : AR41?4B. PANFL POINTS ARE Tia" BE LOCATED CATED ik APPRj4iXjMATjELy 'HIS I.FLIS, IS DESI D TO BEAR T � ,�NDfOR VA OF PANEL LENGTH F PANE PD-TNT :i31ITHIv 121S M AQUI. i I_�AL LoAvS' AT` ` ECIT i.l_: LO :A : iC. Y SiO1. O ,JMT OCCUR IN PMW:LS NEXT Til A PANEL.PVTMT -�I _ - P+�si� t'ICL�#�R C.R.f'� I5 ADlr'?..;5�^a E7LP.'�!'��r ?#�1�a�`di:t,.�+T3i}# Tib r' MFE T14AT TRIS TVJjSSs IS EFECTED PPOPERI Y ,. _ 'TOP r SPYALI 1 LATERALLY �E0 WITH PACK L� :.Qi+3�EC3LD P,,JRLIN S'ACED AT MAXIAM 2A 0-C. �Ci{7R P°L+"�TE� DESIGNED Fi3R 6�N L!`ER PFI Nt3S -- - Not,--, 2X443 beer--fir tam .°better cimtlwio :s later-Al bottm cbord brae: 7I'z t3.C.. za.*- requir�2. Attach v/7LGd els_ Bracing U not f a siqld catl Log .L attacbes? d rectlq to " bottom ciu. $rang' nat�eria% to :bac diad, And attached At both ends to a �u.i=le scppart ,+y ere+ctlaa �+tr�ctor 5X6 7X8 5X8 3XI37,X8 3X 4 3,X4 3X4 4.-00 j 3X y/ yv . Jti # 3X,3t 2X5 t - �X<9 i J - 1 5X4 3X4 I M - .� 5X6 SX6 BUTTE COUNTY ED 23-0-0 �gv29-0-0 P-# 5.50*Fra•i?ti3 #d- gf:•. �E.T- fes►.*-i�iLPI DN-- 1622$ ?: - .A copy­ OF THIS I cSli i TG ER CT�LIfd Ci&Ei:Tt, CX�3v' 1�3.�_•3 c.AiE a +Ll..;f''-9i# T= Am.AWL TAtiT c rm 4&mpc emu ili art fl ST%tl FELT: sus. ... r.a +a �. lyse ac .wras as . s+a c zags -nr*-M- e�`� +om Psae�sa ,.rr .oc3,gp► star TC Lt iw � .PSE %33t? r C Le i fit. "JoC.ro, it 'Vt. a.aa: .K rmw is vow <+a� eoiecas sarC/aL . , :91W +AXMM, sit MIMO . -, +G comb- N a� �i�r..DL 15:. 0 '�f, DrAw =� T ���.�JQ t e.rx ea st..as -� . apa rs+�. see ; � 0CM VOLL.fie 1ti+ MUT fam £A BC' I: � u) .-ri Pc..F CArE.N . If . „ TF' Wo.. At�c z -kit ar ive� lm=t aDow w man sslk e TA_LD. 3� � 4 , N. 52— Lw7 Tei tili�sat QswaR ±�aj61.Z P4rYtL�a_ .xa a�r-n _,sia7` aL. y�C�JCI'Y�i i �t9CtJJe. #S+'!CS �E tar t ti f RL M r'J� DE 4rp�z �EPa t�R.S1R L 1 . u_Ac. 1 _5 �. . :.ls} ..-'naiB' Ms:a alGf to[T'i::'�'�t �4�i"pCtS:A+A#IIYif!'8i' - ,. _' TAPE'.—; �r,�. : •. 'T{ : 2X4 fig-LM104 #Z TC x-LO L-R; 0_29 5.32 9-83 14.34 _is_3� 3 2X4 FIR -LAS #I �s 2X4 FFR-LAPACH STANDARD ac ;X—LOCL—€t 0.29 5.83 12.8439.38 c Ci3I#W TOR PLATES KZ1 INSTALLED IN ,4iIT} 5IIi6L�E f.1lT ��fl �—TL: A. A * Oi1i kl;NiS QF Z. B.O= MSEARCD SEPOF 12449 M tui BUTTON Cmm CitECKED FOR, 4U FSF LIVE LC►AD. #L L 'PL ITES Ash cE rrE� v4 ` OINT LMESS DTOERWISE 'IMDICA7EV . SEE t3Ci' & 160 -S FOR tTP. PLATE LOCATION DETAILS' 'TCIP CRUM SHALL I LATERALLY BRACED WITH PROPERLY CON+icCTEO . ! PIY.I14S' SPACED Al A lGtJiCIM4F fid.' O.C. CONNECT-09 7E5' ClE S SI �'+�U FOR �EI�t [_tt�EA SCA ffi TABLE $. ! 8 r - _ NfSm_ 2X4 -03 HEM-FIFi ORBETTER CUNTTNIlfi3(iS LATERAL BUTTOlt tR cmum BRACING` 0 72" kAX O. C'_ AEOUlF a . ATTACH :WITH - W 2-16d NAILS_ BRACING IS NUr REGUIRED IF A r1ISID CEILIW. TS ATTl QlM DIRECTLY TQ BO TOM . BAAr SNS w!=ERIAL TO ;BE SUPPLIED Alit A:TAMED AT BATH fNUS 5tlITA3LEVL .TDA SUPPORT BY ERECTION CONTRACTOR,-_ SX4 t� 1.5X4 a_ CrCT 4 00 � , 1_;X4 # � 2r5X4 v 2v X r - 21. 5X14 ryry 3X BUTTE-COUNTY- UTTE UNBUILDING BUILDING,EPA MENT E I t 0 DVtR Z SUP 5 _ ALT. TVP.,-ILPIt SEt i-- 16237 FUMISH A CI�PY OF HIS DESIGN TO EFIETLOW CONTPIACTOA R 15.3.4 S'ChLE = 0.3T50 c7. o X#s 1 N gTAr T 1SNI DESIGN ca u: ate' 3 7--01630 . a acmam.:r+or sees a+�taamrr a �rsaTsaa s•�a.i SEs its-.ns tomer � 00 4 �'M �:, VMc,� CZ z.•.M.•= cssso�s. a TSG LL i6, F OeATE x� .cs cy cs » .E rte sserra� ins- srr .s. � tao sew a fir- TC OL 1-5.F 7041SF ca DFS X27 9iti�34/7 �Lg eK.•a wtsrs� aesnv®ns a acs. ssec v A. p ss civ sai +� r W vnr cora~ -sem as a ram ara aaee �a tecssc sm *�eav�T �naao tiL®�esn�a £A y, 8L OL (tj . F �+1c=ENF ,� c� cox seeB +cas t oaa�c ao+s �caM. ss ®aio. semis eess� de suaiE 6�s+. I Arml � asaw oa W x+ae,' w s ar .t.. ®+ar aE s TI}T y LII 36-0 fl�A LEN _ j!!3-8__o � _ .��. � OuR_F-Ac, 1.2� PiICH �r +� M 24 O �:.. __. _ _4.()/12 =i E CoMN_ ,. 3110 TOP CHORD • 2X5 Flii- LARCH �2 BOT CHBRD. 2.`64." ° FIR- LARCH' 3 - iT 9y' T !FR• 7C K � 1 I3.2g d .53 J.83 15.31 19.38' WEBS 2X4 FIR:-LARCH STAMAPD` B£ X-LOC L-Ft o.23 5..25 9,83 14.40 19-38 D CoNrVEN TIONAL FRAMING` TS KW THE RESPtMIBILITY DF Tt� TAUS USE THIS DESIGN � _rESIGNEF PLATE NAi ,FE1CTllflER, NOR TH4iSS FA ICIITOA. PERSONS � Fes`COMMQtifi HTP TRIS,._.. t.1$ D C. EXTEND TO CHGW Tg �RECT;IW TRUSSES- ARE CAUTIONED TO SEEK ADVICE BY LOCAL IP RAFTER AND s5�E3RT E1rERV FQj1. FEET LATERALLY BRAN- FLAT .� ' '4WESSI4NAL EWINEER REGARDING CONVENTIU14AL .FRAMING, TOP CFiUF�:I WITH 2�Cd`_ 43 � 8E3TEF, !�►4-FIR ��' ©.�y iiiTN 2-95ta tWLS N �D 2X4 DIAGONAL BRA€ E PER SW '� :FIGURE 6 (B) SUPPORT HIP � 01 HIP DESIGNED TD 5 SUPPORT -I1-04 JACKS WITH M WEBS.` .RAFTER WITH CRIPPLE EVERY' TWO TRIIJ ' S t'.�(Ec',TDR PLATES7ES 10.381` .BE INSTALLEDINSTALLED IN: ACCDRDANE� 1aYTH SINGLE CUT WESE1.3.5 -f-2' � _ DUIREHENTS .CtF I.C_S.Q. RESEARCu,PORT#2_q49-11 CAMBER 114- AT MIDSPAK BETWEEN BEARINGS, ..� � ALL PLATES ARE CENTEREU Qt2 JtJXNt t16 ES5 D7FiER 1ISE INDICATED, SEE. 139 GS_ 130 S 160/ISOA--S FR TYP'. PLATE LOCATIO DETAILS. ALL 80nGM CHOM SPLICES f 0CWRTNG BETWEEN Ed a PANEL PtJINTSS ARE TO BE LOCATED AT APPMXINATtL1f 1/4 OF PANEL LENGTH FRKNi. PANEL POINT CONTSACTOAS' UA*;NG�l THIS TRUSS;, IS CESIGNED1 TO BEAR AND/DR T NITHIN 12'1 AM' SMULD NOT OCCM IN: PANELS NEXT 70 A PANEL POINT -SPLICE 4 ARTICULARONAL LOADS AT SPEVISE IC RINGiINST PARTICULAR CARS, IS ADVISED DURING I�tSTAi:LATZ€t�t TOP CtKM-'SHALT, BE �_ATERliL6.1€ BRACED,*17N PAtiPFRLY' CONNECTED: T© EN'SUM THAI' THIS TRUSS ISE C PSR .Y PURLINS SPACED AT A 14AXIMlA1 OF 2A' 6.C.. Kate: 214 #3' Tem-Fir or batter "coatimmus late-rat battoa c berd� awwE Ti3R PLATES DESIGNED FUR GREED LUMBER PER WDS y BLE $_ 18. @72"O-C. maz.. requisexi_ Attach m/2-16d nails. Bracing is not it ar 1sT ceiling is attJat�� directly to bottom curd. Pracinq material to be supplied and attacbed aO both ends to a suitable support ' Dir erectiooS .Ictor. 7X3 716 3XA Q ?XB. 3XB' 4X4 � 1_5X)(4 4SJ18-3x1 D i RTM t`� x-11-4 1 9—I3--C OVER 2 -S ALT. 'TT'P.—ALPIPE SEiIN--- 152d�t FlJf�+{.� Y t�.Srd .TO E3;ECT:itiv CL iTFLAC,1-GR ` o c s v o r� a's+EFla „rt X�aIl�tRTT n�iu rur er i P _ 15.3_�t _ ` , SCALE _ `J7M 1�i�s , RIT:.$C ��. � AM airs+arlwpO�a�.&�aOs�aea�w�vt t�'r�a��S wr+ a.r ,e�pp i $ � � iiA7E ale, y �s.� l�w�w� .mss y a�0 �VF�eoa rnLt1--N _ 1w .a_ �.; �.� l9. � .� n !� .mow am t �cx _�J .3T7f ALT=S7T�+ta�ciw PSF 1rh TFRtUSS» - : � _� e. « j Trt _ a _ 36._0 PSF, ot''k .LE�r_ 3 G7 Gt G7 ] C7 _Ca- :Ili » • "11Af. 4-m ss me el q tRi�7 H1H fT�ilFOlEritvnT=tA, ,, �y� DON' FAQ:._ 1.25_ 07TCF1 l +om V"w DMI i�_51 �_ TYPE F S a TT T 1iFR � �1' f iA-.LAIICH7 .#2 .0AV •� CaTQF� 2K4 " FIR -LARCH 41 WEBS` 2X4 FIR -LARCH STANt` IND X- 0.29 S.iQ ? ,57 12.'.03 ? FIT. 13LOCK 2X4 ' FIR -LARCH •I _ SLOCK LENSTM - A.370 'DESIGN s . - . — WE THIS. FOR COMMON HIP S 924ft Ci_C. I:KTEM TOP M FRAMING IS NOT'`THE AESR'C�FISIBILITY t}F THE TRUSS CHORD TO :HIP RAFTER AND 'SIFT EVERY FOUR FEET, LATERALLY` b wJ3COMVENTIONAi €iESI6NER, PLATE 14ANUFACTUREP, _MR TMUSS `FABRICATOR. PERSONS' -BRACE, FLAT 'TO 'WITH TOP CROW WITH 2X4 #3 OR BETTER EN -FIA e24` Q.C. WAILS AND 2X4 DIAGONAd. ONACE. PER 'BWT-76 `ERECT -I TRUSSES CAUTIONED SEEK AMCE W LOCAL 2-960 FIS G(B)4 PRC)FESSION AL ENGINEER REGARDING CONVEB�fiIONAL FRANKING. SUPPORT HIP AAFTER :X1714 CRIPPLE EVERY TWO TFWSES WO _ r _ CONNE-CTOR PLATES WJST BE 'INSTALLED IN ACCOMANCE KITH #1 HIP £A+SIGNED TO SUPPORT 5-1.1-0 JACKS WITH NQMEQ'_ 4►; , 6EGUIREhENTS OF` J_C.H.O_ RESEARCH REPORT' 02949. 3A SINGLE 1. VED 1-2 ENDS: 1, 3 ; JumT tESS OTHERWISE INDICALED. ALL PLA1ES ARE 'CENTERED 0 #l. SEE URWGS"_ 130 1641160A -'S FOR TYP s PLATE LOCATION DETAILS., CO RMACTORS WAMING:a' THIS TRI55i .IS DESIGNED TO BEAR AND/OR SUPPO�i TOP C#1(TD-S}1aL.l BE LATERALLY BRACED WITH' PROPEWLY CONNECTED AWITIONAi LOAM AT PEClcaC i_Or4-10—ms- `PURLIWS SPACED ;AT A. KA]XIMM OF 24' Q.C. ° PARTICULAR CAMI5 Ailit:SEt� O4IRING INSTALLATION THAT TEiTi'3 BAi� IS 'E€O:CTE�# EJALY _ �. CONNECTOR' "PLA` ES ORSIGWO FOR `GREEN LUMBER PER .Hits _ TABLE 8_48_. ' � TABLE - 1 11oto.` 3]i� si3 he>L-flr oc t�tt�c oont[ateat�s: lat�m'al iso£g�a ctoxd �rracin B.C. Uvd. Attach 1w/2-i&1nai3�. `8ractng is bot regglxed ' @7e'a =aj rev IE a rigid ceiling is attar -bed directly to bvttmt chard. Bracing = both'=d to a be SgQ.1je at suitable Sapport material to be suppli�xi an,d att�cicees by erect -Lon � 4 �.. 8X8 - � _ . .. s 3 --ia _ V - - •• 1 4n 4.00 2.5X4 Y , 3X� - T _, fr_ 1_5X4 3X4 3X6 BUTTE COUNTYINGDEPARTMENTo ►�- --1.1A 5-vi-A— A 12--3Q=0OVER 2 SWPoRTS 11-7064 N- 3.5t6" 3 ,PLT,. T1/P.-ALPINE SE04-- 36245 F'ifi*.11bH A COPY OF THIS OESY_REV 15_3.4I TflSCALE = 0_5000 ' o a C v X= c= uc. mss **jKFORTANT-A*w+u*mwwwwwEv KARNING m aa�w1Ljwtr ° � iiEslCc t t�iT��UOC sieF RQ27- 0153 Tri a o a w[�+m's arFns�wtsa tr ra cExtnssE s w�� art,`7rc-a , reQwv, few stem C TC i_1.. 1 {l PsF DATE 06/12!-,90 -s o r=-► o cs o � ! te,ctiPc aaa r�r sasE +s swv >n£s-;� t,larrarr iroatt• .� ne- R CT.E� WW W W2. ^A920 ,� WE FM «mc c ,, � .w VC aL ��, '0 PSF ISC Cr ORkM CAt r 9ois�a�so ME ��" "M ra � a~� � too two �. ,�.� wr mrr: sem war -)w or 49M ane � a. arp� up Cow OWL t€ to a� a CA [IL 1 #ASF — CA�-Em !4 T nas�x � elwa m vo GNM ra cm at CNN iwn n® uvm %R&4 060MLV ATIA M ftlu 16 t�ui�� POW. wumm atm me a- smaw atm ewe wow mww nw law 1o®eMSMM s wwa� aesw =Mam is raswz' ate+ .rou E wora c cc assm� sr sm. MOM u� � TT, U. 36,ti PsF QM FAC 1-'25 iIJA LEN- 12—.1{-0 ITCH, A-0112 aw esu_ ats�pe rsa. ,Ew,� „c. i�et♦Ew., _ _ c' rZ1 Cs Cs vo '--� •' nest - rtw�c noir wunw■ _ _ vza raa =0 awwat SEIBAC G 54 1'#.' TYPE_ PS.._ _ . r4 -IMS - JWJT` W T BY T NM-222 3- TC X-LOC L-R; 0.29 S. A aI2 _83 TOP GH04ID1; 2X6 FIR-LARCH: ;#2 i7 FIR-L.1LACN #1 D . BOT CHOM 2X4- WEBS 2X4 F-J -LARC14 STANDARD i9G X-�t3G L-R: x.29 G..A�' 12.63 RT'.. WEDGE 2X5 FIR-LAACH 42 SItiGLE an tits 0-13C:: OUNW OR PLATES NILtST BE INSTALLED IN ACCORDANCE, NITH � ;EOVIREMENT-5 OF I- C RESEARCH SRT 42949. CONTRACTORSVARN 3it4� � _S.0_ T'rilS TRUSS IS DESIGNED TO BEW llNT IUR SMP0 T ALL FLA-mS AAE tv.r Emu 0f4 .lDjN#T UNLESS OTHERWISE IhDICATEG. ADDITIONAL LOA13S AT SPECIFIC COCA I&0. SEE DRWGS_ 130 G 160lj6t?A-G FOR TYP_ :PLATE L(iCATFON DETAILS. PARTICULAR CARE .IS AD?,VISEG DMIM INSTALLATI47K tai TO ENSME THAT THIS MASSIS- ERECTED PRDPER1 Y TOP C 40RO S'TfALL BE LATERALLY RUMO WITH PROPERLY C"ECTEII_ . _ , .. of PURLINS SPACED AY A 7�XI" OF' .24' O, C _ WEWE !� IST BE' CLTC' 4=RON ONE St3L1b fiZE£E 1THa : LONGITUDINAL 6AAIN PARALL&_ YO- W-F TOM CHORII _ S3N4fCTOR PLATES DESIGNED FOR GWEN LUMBER PER MS FDR Pi-ATING f3ETAIL.S :SEE .DRAWING ND_ A131. A PL TASLE '$ .'# 8 . NOTE 2X4 #3 HEN-FIR OR BI ER CONTi•`AMS LATEPAL, UTT- O CHS '5MCIN6 € ?c' X". -0-(;_ RSEQUI mo- ATTACH WITH 2-15d NAILS. BRACING TS NOT 'REWIRED IFA RIGID CEILIN IS ATTACHED -DIRECTLY Ti! B"T04 CHO R9,. BRACING XAT`RIA TO BE SUPPLIED AND ATTACHEDl AT SOTH ENDS 'TO A SUITABLE %1PPORT BY ERECTION .Ci#W C`0R_ - 5�€ AX 12 Y 4..:4.], - _ 7 :. 1.,5X4 r 2X �sa-3 F' =5-0 5-5-0 � -10-0 &EA' 2 _SUPPwTS Q-#5s{ s�- 3<.Sn• -� PLT., ftP-A9Y.It+E SEGN--- 16Z39 FLMNISN A CUPY OF THIS DESIGN TO-ERECT10H C i VU T A PFY 15_3_4 SCALP a V.r.�Uf) c= c r= = :�I TANT CESLCi`t L �iT. 316 €EF R427­0163g - . TE 'LL 15.0 P5F DATE i?s;2190 o o o '"..n,s ,.... mm ,e„m -.-�: s..«. low .+� v 11Ri6 CAUbii47 'Dt)SiQs3 t= C= - Q s+ac a wr sosa[ iv arns mw arcs K , cairn r Am _ wt rar -mm'm scasw xcar at rrK. +anxr mar [era+ ssx +aattoau7nc�t TC L'L _ .PS£. :rww. CAN" W"Amms &V= Qin awemw +CeuM%Bnr- "AMA Saw= am s+a•a my—Auvscx3m a .cx "w aow Aj 'S"=L *s say.at mmag y ammem CR, EC "m_ sJ i! 'FSP cr +fit r o.+ec4s� io arm sm at Caa+ +mr ,nr umms _ arm s1 i v x::iom OLVAM 0sss+mE.' T()T . L D3 . 35-0 PSF D.'A. LEflt _ i -10-0 r `� Was ME ,• � IV"" evmna w•. �.m vasa vm == cam ar erre viso.. 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