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Home My WebLink About043-710-021r , Y P� ti tr' s, r + 5 s; y . ' r , F , '.: � ..y.. .4a:•^...,. `r:`r:-:"CY'. '�... f`+• „ r .'ti..p,��Y`-r. ``wk., -':i8.. l i y r - •F ... ...k... ._ ... _ .. - - , ! l \ 'e ' .1 .... >.. .. .1 .: .:. .r..�v' : , AVON fy •� i , may. : .... ...: .. .. w. �•.. .. .. ... _ '05 ..'.. •'h2,.-'•, .r..x,. ......- F... ... '*.`_ ..-.... , ....max ,.. - �.. ... . _ _ i ;.g' r�i' - ` � � �` �'k'�• .. �.`.i�:..:' '� ._h: ;` +z _ ;i.0.; , ON ARM 7 ;x .., .. .,Y: .>'•. .:'iii.': ;: :'[;`: _`' yw 1 _ ' � EKE'' •�i"' : �.S'. y. - +.• .. . -- i r l 7 1 _ ' � EKE'' •�i"' : �.S'. y. - +.• .. . -- tcvwfd'� kx t sw t -t! F-j'"�1`Nt:�24 Hfi''` at �,�, x �rs'''-y°'i.i'y .s •max... ° •' , 3sr ria 'yes^��4R Of kf C 'E.,as Raw MAW r _ in a3 >.rY S .ilk d r r p?"l �' lip, i - i t a ae S k kw ' r ` `+3.i. " '� ei' �s'i'.-'�9T•"�vp ,r�i,�.r-�. MIT m Kr K, . \ Y r 41, ^la,�...ltz.cww ,-«r », yp.w'�..�..r+-4F.�y,..-..4�. 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'OFFICE #:(530) 5384541 FAX#.,(530) 53 -s.2- 1 40° WEBSITE:ww.buttecounty.net\dd,x Site Address 1659 LAZY TRAIL DR j, ' ti ` .Owner: Y Permlt NO $Q( 243% APN 043=710 021 " : ti - ° r. _ -. SCHOFIELD' SCOTT W &NEL IssuedDaie: 10/16/2006 .; By 'Permit type MISCELL"-ANEO.USp 160, -LAZY TRAIL DR:_ _ `Subtype: Re -Roof k. CHICO, CA 95926 i .KCG'': Expiration Date 10/16/2007 Descnption. RE -ROOF (46.SQ). , :: (530) 828-2823 . ', '., Occu arc Zonin '( Occupancy: Zoning. Contractor :. r :' Applicant: • '' Square Footage:.' FOUR•SEASONS-ROOFNG FOUR SEASONS ROOFING Building .Garage Remdl/Addn I -COMMERCE CT..' #1 11 COMMERCE CT. ;#1 , CHICO; CA 95928 CHICO, CA 95928 Other Porch/Patio._ Total (530)-895-0418 (530) 895-0418 _FEE=INFORMATION Re -Roofing .$275.00 _ - Total Charged' $275:00' Fees Paid: .$275.0O Balance Due: $0:00 Receipt No: B520 LICENSED CONTRACTOR'$DECLARATION 7: rOV11NER'/,.BUILDER DECLA_ RATION :_ '-' Contractor (Name) - State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF.PERJURY that I am exempt from the Contractor's License," FOUR SEASONS ROOFING- CSL113-659073 Law for the following reason.(Sec. 7031.5),, Business and Professions Code: Any city or countythat requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed - pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) "I HEREBY AFFIRM'UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing ectiorn7000) of Di ion 3 of the Business and Professions Code; and my license . i5 infull for effect of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the. basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/16/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please Check one of the following: - - , . •„ . CO CtorsB Sign' re, - - -. -Date i - ❑ I, AS OWNER OF THE'PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR _ _ VUARATION ORKERS' COMPENSATION DECL - - — — OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of the property, who builds or improves thereon,, and who does the work himself or herself or through his or her own employees, provided that such improvements I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: '.EI HAVE'AND, WILL MAINTAIN A CERTIFICATE CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building orimprovement is sold within one , - WORKERS COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or erf ante of the work forwhicri this permit is issued, HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by improve for the purpose of sale.). - - - 1; AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED .. CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and Policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the STATE FUND 1850644 07/01/2007 Caner.. Policy Number Exp. Date: Contractors License Law ) (This secLon need not a competed if the permit is or one ure ollars ($100) or ass. I AM EXEMPT under Section B. 8 P.C. for this reason: 1CERTIFY THAT IN THE PERFORMANCE OF. THE WORK FOR WHICH THIS PERMIT IS - - - X - .10/16/2006 .. .. , - - ISSUED, I shall not employ any Person in any manner so as to become subject to the Workers' ' -Compensation laws of California, and'agree,that if should become subject to the workers' comRensati n provisions of S ion 3700 of the Labor Code I'shall forthwith comply with those :Owner's Signature Date Provisio = ` X 10/16/2006 . ' .I hereby certify'that I have read this application and state that the above information is correct. I agree to comply withell City and County ordinances, rules, regulations, and State laws relating to building, Si Ur Date %' construction, and with any and all conditions of permit. I agree to defend, indemnify: and hold harmless WARNING:, FArLU RIE,T.0, SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 'AND Butte County,, its officers, agents and employees from any and all claims and liability for,personal ` SHALL _SUBJECAN EMPLOYER TO CRIMINAL PENALTIES AND,CML FINES UP TO ONE 'HUNDRED.THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, njury, including death, and property damage caused by, arising out of, or in any wayconnected with the issuance of this permit. Thereby acknowledge that issuance of this permit does not authorize. the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND - use or occupancy of any sidewalk, street; or subsidewalk: I hereby authorize representatives of Butte. ATTORNEY'S FEES. Cou to enter a mentioned property for inspection purposes: I hereby certify than am the p owne rized to n theprope er's behalf. '. CONSTRUCTION: LENDING AGENCY ::. •_ 10/16/2006 :. Name 67 Permittee.(SIGN] Print: Date% I HEREBY AFFIRM UNDER PENALTY OF. PERJURY that there.is a construction lending agency for the Performance of the work for which this permit is issued. (3097 civ: code) ' Y ' Owner. E Contractor QR; ' �Agent.for Owner [;Agent for Contractor FILE COPY Lender's Address' x. City Statex Zip r BUTTE COUNTY . `PERMIT DEPARTMENT OF DEVELOPMENT'SERVICE& BUILDING PERMIT APPLICATION NO AND SUBMITTAL REQUIREMENTS 0OFFICE #: (530) 538-7541 . FAX #: (530) 538-2140 O �44-)J7ll I A,FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buftecounty.net/dds BIN # "PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name :I irst Name Mailing Address . /&sq I Or City State Zip l Phone5�_ a 3 F 5. ' ..gq- :.: E-mail CONTRACTOR Name OApp , Address Address. /cc6 C City �G State Zip c`5�ai5 Pho Fax E-mail Lic..# Class Planner D 3 –3e , I _—,...,..__AP-PLICANT-INFORMA-TION-. __._ _.,._..,.....__.. ARCHITECT/ENGINEER Name City Address. c?t/, City Fax State Zip Phone Map Book Fax E-mail Planner State License Number _—,...,..__AP-PLICANT-INFORMA-TION-. __._ _.,._..,.....__.. Name • /^�`5ej.O r Add res . q{ _//i y City Statelip c?t/, Phones_ 3�ff Fax E-mail APPLICANT SIGNATURE X For office use only: API Y Zoning City' GGu`�o Flood Zone SRA Yes No Occ. Policy Number _ Type Const. Subdivision Name LENDING AGENCY Map Book Page Lot # Planner Date Appr ed PROJECT LOCATION API Y Property Address 6S City' GGu`�o Cross Street WORKER'S COMPENSATION Policy Number _ Carrier �11` hiring anyone other than license contractors, a certificate of.worker's ompensadon must be shown at the time of permit Issuance. LENDING AGENCY Name Address Description or Scope of Work: l Sq FT -'Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application.. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the.expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received byoO, Amount: 2�0� w Bldg SRA' Receipt #:O Sheriff fT�Zb 1� SMIP Date: 14 �'�� 0o Other 2� Approved, . Total , C:11 Approved, . Total , Called PG&E _ .} Temp. Elec. Service _ Called PG&E_ i Temp. Gas Se Called PC a t JOB FINALEI t• Signature r"R s• Y PERMIT N0. r 1J 1289-85B P E,M PERMIT EXPIRES ~ U r OWNER '" RUSSELL & FRANCIS ANDERSON , " CONTR. -,Russell Anderson a ASSESSOR PARCEL 42-46-21 LOCATION 1568 Winkle Drive, lot 103; Chico - -• Meters Date :ELECTRIC- Meter OFFICE, COPY �.. Add, t GAS o ; t t 2s> +Meter*By P_,` , t a E Dafe, xa �'i LECTRIC l� } } s• { Meter B y ki t ' t_ 1.y ,r .T Temp. Power Pole Called PG&E _ .} Temp. Elec. Service _ Called PG&E_ i Temp. Gas Se Called PC a t JOB FINALEI t• Signature r"R s• = OK 0 = Not OK t Not Applicable MOBILCHOMES = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except H's 1 . Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except fl's 1. ..Zoning Requirements -Setbacks -.Easements 2. Soils ; Special MH Support= Sketch 2. Footings; Size -Depth -Spacing -Connectors, 3. Sewer; Location-Test-Fall-C/0-Concrete i 3. Decks; Girders and /or.Joists-Decking-Bracing-Stairs-Rails { 4. Water; Location -Test -Easement Needed (Sketch)' 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-// .Amp -Concrete - f 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures ' 6. Gas; Locatiori-Test-Wrap:/ /"L"ft./ /"Nat. or/ /"L" ft./ /"LPG }. 6. Carports; Windows -Doors 7. Utility Clearance 7. .Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI ' Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except tf's Card -BI Date Date Card -BI Date POOLS (Plans) OK except lt's 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2, Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector - i 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7• Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip.w/5'-Circulaiing Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date' Card -BI Date Card -BI Date Card -BI Date 6 _ r i • { f }. - i V = OK 0 = Not OKN - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date D LOOK Plans OK exce t#'s Date- FRgMING_(Continued) t. . Zon' grequirements-Setbac asements Property Line Firewall & Openings•' t ., Main; Soils -Steel -E1 - / /" Ftg. Depth Ext. Doors -One 3' -Check Garage -3rd story, 2 exits S,Iftg., Garage; Soils -Steel-,/ /" Ftg. Depth _50>✓9tairs; Width,-Headroom-Rise=Run-Landing-F.ire Protection 4. Ft ., Porches&Decks; Soils -Steel- / /" Ftg. Depth Plywood.`on Roof Overhang=Attic Vents -Rafter Outriggers to walls, Main; Steel-Blockouts-Wrapped-Slab 52. S'ding-Nailing-Veneer emwalls, Garage; Steel-Blockouts-Wrapped-Slab -)00,1 Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access .-�—Piers-F�rep ac I lazing Area -Glass Protection -Skylights -Plastic 8. . .V.: Fall-Fittings_Test-2 way C/O -Sewer est _5.5. -..Shear Walls; Nailing -Bolts j 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Sery Test 11. Electric; Underground 16 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Dat Card BI Date hL Card -BI Date Card -BI Date Card -BI Date Card -BI' Date Card -BI Date Card -BI Date Date FIN (Plans) OK except #'s Card -BI Date Card -BI Date Date P NG (Permit) OK except #'s xt. Steps -Door & Sidelight Protection -Landings . Smoke.Detector Water Ht.; -Vent -68' Air -Furnace; . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 15. ater Pipe; T &Anchors=Nail Protection 16. D. .; T t-Fttngs & Anchors -Nall Protection droom Exiting Shower Pan; Test, First Floor -Tub Access -- - fest Tub & Shower, 2nd Floor -Tub Access G.F.I. & Bath.FixtureS & Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 1 Gas Pipe; Size &Anchors tairs & Rails Ve*Pireplace or Stove; Clearances-Hearth -6�--Ejec. Outlets at Wood Panel; Int. & Ext. Card -BI L Date L, Card -BI Date _ V! Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI , Date 1 _ y�L Card -Bl Date dGe'flec. Outlets & Receptacles at Kit. Counter fVw-laasage Date ELECTRICALPermit OK except #'S Fire Door; Swin -Landing-Closer Duct in Gara a -Dam er 2D-Flxture &Transformer Clearance -Ins. Protection tr. Htr.; Vents-ClearancCA ir-Connector-P.R.V._ ,- Garage; Above Floor-Mecrotection Elec. Receptacles Spacing -Lights & Switches at .Doors Size Boxes & No. of Conductors -Stapled Ib., Elec. &Mech. Equip. Listed for L omex Installed Close to Edge of Studs & C.J. Elec. Receptacles in Garage; (G.F.I.)- r • Insplation- Foam- Looked In Attic ❑ Yes quip. Ground made up w/Mech. Fasteners -Bond Gas &Water Appliance Circuits in Kitchen & Conductor Size 71til/Guard Rails & Deck Construction -Post Caps Subfeed Wire.Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al -Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance oked under Floor ❑ Yes ange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes El No Followinginstl .: Drive es ❑ No; Walks es ❑ No; Planters es ❑ No 2,8_,-Se-rvice-Riser Conductors & Ground -Main Disconnect tucco; Br n -Finish cUnit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 39, tguip. Clearances; Panels-Motors-Mech. Equip. 3 lothes Closet Light -Shower Light , Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ,197 -Water Well; Disconnect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle -Underground t Card B -I Date ]� Card -BI Date V tilation throughout House Card B -I Date Card -BI Date q�ass Protection Date MECHANICAL (Perm,it) OK except q's C rectio s from Previous Inspections as St -Meters Tagged; Gas -Electric A.C. Ducts; Insulation & Support &00." Water & Sewer Connected -C/O to Grade -HD Approval Vent Fan; Exhaust above Insulation Energy Compliance Certificate -Other Certificates —33'7-ondensate Drain & Overflow; Size & Grade Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet Attic Access & Platform if Furnace in Attic Card -BI Card -BI Card -BI Date and -BI Date Date Card -BI Date Date V Card -BI Date Card -BI ` Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except #'s Comments at Final: SSills; Proper Material & (tcho i / 3K Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound C . Bearing Walls over Girders & Floor Nailing 49- Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 441- Header & Beam -Size & Bearing g�Vgers-Post Caps -Anchors -Connectors Ing. Joist-Rftr. Ties- P_urlin -Roof Br_ac_.-Shthnq.-Rfng. . Fireplace Ties or Type A Flue -Fireplace Throat 46 -"Attic Access; Size & Romex Protection -Draft Stop -Ins, Baffles . Windows or Exiting Doors -Sill Hgt. & Dimensions �4*. (µ Garage"Fire Protection Framing (NOTE: Anentry must be made each time you visit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ;f ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and. Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE 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 matter, or need additional explanation, please contact this office immediatply_ Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, -Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE A routine Inspection Indicates that the following violations of County Ordinance exist. at the above address and should be corrected., Please notify this office wh c rr ction of work is completed. If you have any question pertaining to this ter o additional explanation, please contact this office immediately. Arm MMCI; 2 � =112TROM ,��/� . Inspector Da COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE R 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 ofce Immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise-- Phone: 872-2961, Ext. 57 CORRECTION NOTICE /)r�,�ti 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. V) Inspector Owner,: Permit No. E`.N.E R.G Y C.E-R-:T-L'F I.0 A T'1 0.N Winkle; Dr . r. =; "LOCATION` A.P. No. ;F DESCRIPTION OF INSULATION ROOF Material:' Brand Name Thickness(inches)`. Thermal Resistance. (R Value) EXTERIOR WALL . Material-, Fiberglass Batts Brand Name. Owens-Corning .' .-Thickness(inches) . 3 5/8" Thermai',Resistance(R Value). R13 CEILING. Batt or„Blanket Type Brand Name ` Thickness(inche`s)'” ' Thermal Resistance'(R,V`alue)- . Loose:,Fill .'.Type Fiberglass Brand. Name Manville Minimum,Thicknesp(Inches) 104". Number of Bags 58. Wt. per bag 40 lb. a ,covered(ft: ) 1 Thermal=Resistance(R Value) R30 FLOOR, ELEVATED Material` Brand Name=Ile Thickness (inches)' ' Thermal- Resistance(R Value) '. FLOOR, SLAB -Material Brand Name `Thickness (inches) Thermal Resistance(R Value) -.. Width(inches) . FOUNDATION WALL Material (' „ �✓ c n 5 T Brand Name ..Thickness(inches) -�' Thermal-Resistance(R Value) I Hereby.: certify_ that the above. insula tion was 'installed in the above building . in' conformance',-with_-the State• of Californ-ia Energy Requirements. 'Loerk Insulation-Co: 432518 L: FIRM NAME/OWNER: STATE CONTRACTORS LICENSE NO. - Feb. 27, 1985 _ SIG TURF ; OF. INST CATION APPLICATOR .. _ ...._ < _ .-_ .-_ .. DATE a. _I hereby ,certifythe' above insulation and all' required .-items' as shown on •the Building Deportment,approved plans i-and.attachments have been installed as. required, by the State ' of California 'Energy Requirements,: All equipment;` devicesand materials are of the quality prescribed or are, :.specifically _ approved. by the State of California. 77 F(fldl. R ease print) __STATE-CONTRACTOR'S LICENSE N0; J SI TURF OF GENERAL CONTRACTOR OWNER DAft 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 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico`."Phone: 8911 -275 t 7 County Center Drive„ Oroville — Phone` 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE, OWNER PERMIT NO. - e: A routine Inspection indicates that the following violations ,9f 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. A • v r. r - E - _ Ins Jpector___ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE 2s9 -os 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 matter, or need additional explanation, please contact this office Immediately. C/� I ��r/ �ff��LC.� �` � tet" k�t--�i✓L. i%-'\ C.4"rI�1✓� V n Inspector Date ��-� UNTY`OF BUTTE DEPARTMENT 0F•'PUBL1IC,WORKS PERMIT`No. 7 County,Center,Drive - Orovilha, California 95965'.- T•eleph'One 916/534-4541, APPLICATIOVAND PERMIT00 • :ASSES O 'P,A E 'NU E OW zoN T LEPHONE : '; BUILD SQ. FT. OCg. BUILDING VALUATION: OWN MAILIN DDRESS ,' _ - �. C.ON AC .OR'5 NA � 1 J TELEPHONE ? ' CONTRACTOR'S MAILING ADDR SS, y:Fireplace - CONSTRUCTION LENDER UNKNOW Total -Valuation $. Filing Fee - $ 10,� " LENDER.'S MA ILING'ADDRESS` ., - - Permit Fee. $ AR: CT OR ENGINEER' _ - LICENSE No. ' Pp[an.CCheckirig Fee z - ,$ OC �'t1kVIC "LE ARCHITECT OR ENGINEER'S MAILING ADDRESS ' `Permit fee ' $ BUILDING ADDRESS '. - PLUMBING PERMIT - FilingFee. 10.00'' /� 'Each Trap. 2.00 Solar Water Heater 20.00' Water pipi ng 5.00 LOT NO. SUB vlsloN JJAME ' �t0 �PARCEL:MAP ,. � Each qas water, -heater or vent ,5,00 Gas piping system 1 5. outlets . ' :15.00 USE OF STRUCTURE ' P SF 'Duplex❑ Mob ilehome❑ Other '� ' SPECIFY - Building.sewer 5.00 Mobile Home .' SIG W 0.00 e TYPE OF WORK' t: 'New. Addition ❑ e del ❑ Uti lities ❑ Installation ❑ Other ❑ Descvibe work: !Permit Fee $ 00 Contractor,.; ELECTRICAL PERMIT:'' Filin Fee 10.00` g Main service 100 AMP OR0V OR LESS10,00' / , Main service EA, ADD'L 100 AMP 2.50 �. OR ADDNS. (,ACCL'BL GS.CC 2'/hosgft 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. ��bio�e%lo. 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 CON5TR ULTI-OUTLE 2,50 ea NON -RESID BRANC-H CIRC ITS' " NEW CONSTR POWER APPARATUS e NON -RES ID,' ( SINGLE OUTLET.CIR. �1 • ZAL@ oO Ex. Occup OR FIXTURES BAL030 LN Ex. Occup: out OUTLETS PRESID,)REA•) 2.00 ' Temporary service 10.00 Mobile'Home-Facilities .15.00 Misc: Wiring 15.00 - Permit Fee, $ Contractor MECHANICAL PERMIT .' FilingFee- 10.00 WORKMEN'S COMPENSATION IN A declare under'penalty_of perjury (check on ., ❑ 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; 1 shall not employ any person in any manner'so a's to become subject' .,,to the•W. C. laws of California. No to Applicant:-.lf 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. Heating - -0 Coolin / on Hood .9 r 3.0 3. (n 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 inspect'ion,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.-?�.� agams said County in consequence of the granting of this permit. , c-- X a-e',—.�:- ✓ Date S�-w'' �J '. Signature -of Applicant — OwnarX � Contractor' Agent ❑ � An' OSHA permit is required for excavations over 5'0" deep and demolition or construcik, ion of structures over,3 stories in height.' Mobile:'Home.Insiallation.Fee. $' . y► `�� TOTAL ERM1.T F ELij 'D $ '� OCCUP. GROUP TYPE OF CONST: PARCEL IPD HD 135U PER T EXPIRES Date..AQ,-00 : This permit is hereby issued under signs of the., Butt e County :Code and/or work "indi'cated above for, which. DIRECTOR'OF PUBLIC By : the applicable provi- resolutions to do fees have been aid. p WORKS p �/%O Date �7 S Receipt No. WNITE-D.P.W.,'YELLOW-ASSESSOR,, PINK -INSPECTOR, GOLDENROD -APPLICANT - PERMIT •+: a 1 v � + t i ^,1� � r Cr ,. r r. T - 1 r�, + r _ �.i• S+ t'. _. .'i' }{'tr.'rCf�i ... -ct I i r „ e9 �S� raro t a � �y :}#t':'rl 1 tJ �'!rC c 5t%( -..{- l - 4 ^ni l:S.,e �i.• y','� !;�(' .i+,4t;,�p+ . 1 � ;. }1� . t9 "'+l 7ttt r a 'r N tt 5i •'.� 1 r 'F r r r -. . FR(.Vj N•1 � ` c s ,1 aJ � 1 ci 7\t d ti '1 y � �� l 1,{ t '�If:T t 't2 + 'S• I x' "iy'; {, f. :G t s J .:� v �} r �A � i r ,'I s}t ps 'F,�,E 7``i'��j*,I $ .s 1'' a4� -� t� +;- y y .- .. „'_""t-.. •+.+1 � •r.. 1. r r F �•-4i �, ;'` a } .c�:1 r>y,, rr `ti i•.'t�{.c 41 t,1�r�i.t wit. a yt Ti, �;nt r.� r:. p y . .1..�, y G13. 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Z . ,� t` +( �`{�SJ t ;I �t r t , p _ _ ' • t '1' r... ~ C t '. ��. � +... �t { ic It, t i tltr r 1Fi > 1 t z _.�. -. �.t a- � L• a w. _ .._;r... r.J�Y't••�F r �..i � _ -?,H^x rrr,�t -:• 'J. 1 i'•. I = F t �.t � •r f I� �' 4 {'P r �. i a` tk ..._.w..i3's.,..Iw.��T�t r'�� t_.._...�f _.k-. t .-aa ! , f .n ^ + 4: �a `F 1 i r t1G !^• rS >•y.. .. � � sY.. ,; -.+tl. r _ a.2 � .� :,a.. .•.+. W SCR , ti{r.w f'f •t t �t ..mow.._ i. toy?os {f i '.� zoo that� t j^f�7w7shop a• � r t„I.µ♦�,l;�) j! fir, �� w• C,r- i _ �}{rh � h4 �l Y i • k,t �t J -,. t `„ \\ \ � - • - s j r I �~ � � '-i, L Q � titi.ry 4. ,,�\, r^I{t P� 1� � � �a .� � � SR. ,1...., 'L to I'(kY l „ �a i•.k ” t _ -- "i 1� a 1 § fi . ' e t f 1 ,.,,7.. r.i�-, - ry +...a�1.,... ,. .a �ot. r•,•. �,p..,, i..t... kr.,�?'�'�'�+.-F-tp�,•f w • . e.0 �, ..x,� r •. :� .a,.J. 'k.`:t 4 t f C Y Al ,rrb�fSc1�{'yi�{,'e 5 Y�'` p �sj .rtr � r al vtJ!„)�r S'�'F �`t;l^ LJ �Li J^��a-Y, ��i�!` l.�j F )fy� �,•FF+ by �. �`. t1�1'"f �'rT l°�'}n G�`�y t s.: E]�J�.t�Ea�fi�i �4a �` � ... .... .:.�h.rL _.. ..r .. .. w � r... i. ,A'.-'� w. ..4 ...1. •t. r i'-. �a i�.."..� .�... a .. t l . .,, i .. ' ZONE IISSELC A . / POINTS Table 3-3a.Ceiling Insulation Table 3-7. South-Facin Glazing'Ptb Table 3-10. ShadingCoefficient Points -OWNER /(/c►-t�+( T_ ! SC by F-AAJ Orien- Points 1 [scion T.- '.. PERMIT .NO. ---28'9-85 ASSIGNED ACTUAL - . -: I ... , . , 1 Gla. zing -Type ..;:.. 1 1 SLAB INSULATION 1 .37-:66I 0 I 0 1 0 I R -Value of Insulation.) 1 I Pointe I ( 0 1 ' -1 I -2 i I Total I I 2 of I Sn8l,7 Dbl, South 1 16.4 ! 8.0 19.6 0f6. Table 3-11HorizontalSouth toI toup3.1 7.9 19.5 I I 0 --1e 1 0 1 +1 I +2 1 ++2 +3 irpl,I 1 Floor I (U - I.(A - I (U - -•:2 :"• -RAISED FLOOR -R-19 -' I .67 up 10 1 19' I -4 "- I "I Area I. 1.10) ( 0:65) 10.41)1 3,.'..CEILING'- CEILING - 'R-30 OU U ( 22 , 1 30 1 I -2 1 0 ) 0 1 O I 0 1 6( .�o I I oints I points I olntsl 4. _ WALL - .R-19 ,30 2 O.Q' _ I 38 " 1 49 i' L +2 1 . +4 1 I I o +s +3 +3 . up to 1.5 I +2 I +2 I +2 .I 1.6= 3.6 1 -1 1 - 0 5. NORTH GLAZING - 2.4-3.6%' s - i' ! ... I . I I . . I 0 3.7•- 5.2 ! . =4 ' 1 -2 I -2 5.3- 6.5 I 6 ( -3 .83 up I -2 I -4 1•-8 '1 -16 I -20 6. EAST GLAZING 2.5-3.6% '/ 1,75� f 9 I -6 I -5 1 7.8= 8.9 1 -11 I -8 I -7 I T. SOUTH GLAZING ' S 68 = L� "' Table 3=4a. Insulation I I I : 1. 6-3. 6%' .Nall' Glazing TY pe Points' I 10.1-11.5 I -17 =13' -11 $: WEST GLAZI^G - 2.9-3 67. �'�Y i ft T 1 R -Value o[ Insulation I Polnta 1 1 11.6-13.0 1 -21 I =16 I -14 1 I 13.1-14.5 1 -25 I -19 I -16 I - - --1' -Total I I 1 Z of 14.6-16.0 1 -28 ( -22 I -19 1 9. SKYLIGHT - 0-1.3% 0-/7 d I Z of I Sngl, Cbl,Trpl, . 11 I -7 .1 U- 10 SHADING (Exclude Overhang) Slab Floor 19 1 0 I Table .3-8. West-Facin GlazingPts. I (U - I (U - I (U - I i Area 10.66- 1 I 24 1 +2 1 �--7 EAST - .66 L% O 30 +3 Glazing Type I :. SOUTH - .19-.42 •GG -/ down 1 1 0.6 -.1.0 I_ -Z I I Jn=via- I . total Z of I Sngl, V Dbl, Trpl, of Insulation I WEST - 13-.3G ,�i �/ /' Table 3-5. North-Facln Glaiina pts I Floor I (u - I .(U - I (u - 1 /area 11.10) 10.65) 1 0.41)1 • SKYLIGHT - .37-..57 y �_ I I tiun . 1 1 Ipoints I olnts I olntsl 11: HORIZOidTAL. SOUTH OVERHANG; 2'. / 2 a' I Glazing Type I 'Total 1 I o 4i +6 +6 1 up to 1.3 I +5 I �I +6 i 12. PIOVABLE INSULATION -. NONE"' I -1 I �1 I Z of Sngl, I Floor I U- Dbl, I U- Trpl, I U- 1 1 1.4- 2.2 I +3 1 +4 .1 +5 I 2.8 I 0 I +2 I -r- - _L .. I Azea 10.66 10.42- 10.41 I +3 I 1 2.9- 3.6 I -3 I 0 I +1 13. ;INFILTRATION (Standard=0)(Tight=+12) 1 4. I -2 I I 1 1.10 1 0.65 down i I I 7.7- 4.2 I r5 I -2' I 0 I 1 5-6 I' 7+ 1' o +4 I 0.1- 1.2 1 +4 +4 I +4 +4 I 4.3- 5.0 I -8 I -4 1 -2 I 14. THERMAL MASS SF . 4 1 -3 1 1 . 1.3- 2.3 t +1 1 +2 j I 5.1- 5.6 I -10 I -6 1 -4 15. GAS FURNACE (SE)'._ , 71-767, - -12 I 2.4- 3.6 1 -2 I 3.7- 4.8 i. -4 I 0 1 .I .+2 1 +1 I 1 5.1- 6.2 I -13 1 -8' I -6 I I 6.3- 6.9 I -15 I -10 1 -7 1 16 HEAT PUMP .(EER) 7.5-7.9% -5 I Table 3-12.' Movable Insulation I 4.9- 6.1 I -7 I 3 -2 I -4- I -1" I ! -3 1 I 7.0- 7.6 I -18 i -12 I -9 I 1 7.7- 8.2 1 -20'.1 -14' 1 -11 1 I.' 3 - 4 '.'_" I g.O 1 ) 3.7- 4.6 6:3=-7 j. _-9 I' 7.4- 8.2 I, -12 -6 1 -8 I -5 I I -7 I 1 8.3- 8.8) -22 ( -16 1 -13 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% %/ 0 - 11 1 112 - 15 I 1 8.3- 9.7 I -14 1 -10 I -8 I 8.9- 9.5 -25 -18 -15 1 I' ! I 1 ` WOOD STOVE - I I 4.7- 5.6 1 -8_ 1 -4 1' 9.8-10.8 I -17.1 10.9-12.0.1 -12 1 -10 I 1 9.6-10.1 1 -27 ( -20 l -16 I 110.2-11.0 I -29 I -23 I -17 I -8 I WATER H EATER- 116 - 19 1 o -19 112.1-13.2 I -22 I -14 ! -16 1 -12 .I :I -13 I 1 11.1-11.8 I -35 I -26 I -21 I . ! 11.9-12.7 1 -38 I -29 1 I -24' -4' I I 5.7- 6.7 I .-10 1 -6 1 -5 I ! 13.3-14.5 I -24 14.6-15.3 -27 I -rs -20 I -1s I -17 1 1 12.8-13.5 I -42 I -32 i -27 1' I Area, Z of Floor 1 Points 1 ATTIC o o /o_ -S f 3 i i i i 1 13.6-14.3 1 -46 1 -35 I -29 1. I:'. ( 6.8- 7.7 I -13 I -8 1 -7 I 1 5.7- 6.2 1 -19 I -14 1 =12 I 114.4-15.2 1 =50 I -38 I -32 i T_ ! SC by F-AAJ Orien- 1 Z Floor Area 1 [scion ( East ' 1 3.2 ! I 10-3.i i to3 6.4 up 6. i I I I 1 .0 -..19 I 0 1 +1 I +2 .20-.36 i 0 1 .0 i ♦1 . . 1 .37-:66I 0 I 0 1 0 I .67-.82 0 1 0 1 -1 1 .83 up i 0 1 ' -1 I -2 i South 1 16.4 ! 8.0 19.6 0f6. Table 3-11HorizontalSouth toI toup3.1 7.9 19.5 I I 0 --1e 1 0 1 +1 I +2 1 ++2 +3 I .19-.42 1 0 11 0 i 0 1 0 I .43-.66 1 0 1 �► -2 I -2 -3 I .67 up 10 .I I -2 I -4 ! -4 I -6 West(1.)51 1 1.6 13.2 16.4 1 8.0 to I to I to I up 3.1 1 6.3 1:7.9 1 .. i 0-.12 1 0 I +1 1 +3 i +6 I +7 .13-.36 I 0 1 O I 0 1 6( .�o .37-.57 I 0 1 -1 I -3 I -6 I. -7 .58-.82 I -3 I -6 I -12 I -15 83 up 1 -2 I. =i I '-8 I_' -16_f- -¢0 Skylight 1 .1 1 .8 1 VA 1.9:2 1 4.0 to . i. to I to I to-.),. to'. - 1 7 1 13 3.1 I 3.9 1 5.2 I�- 0-.12 I 0 i'+1 1 +3 I. +6 I +7 .13-.36. 1 0 .1 0 1 .0 'I' '0 I 0 .37-.57.1 0 1 -1 .l -3 1`•-6 1 . -.82 -1 i -3 I =6 I -12 I -i .83 up I -2 I -4 1•-8 '1 -16 I -20 OTHER F-AAJ ,. .... , Table 3-11HorizontalSouth Overhand Points ��Z c� -Facin Table 3-9. Skylight Points South Glazing TOTAL POINTS _ Table 3-6. East GI I2 Pts. 1 Length -Out 1 Area, Z of,Flo Glazing Type 1 I from ball I Glazing TY pe I, I TotalI I i ft T - - --1' -Total I I 1 Z of T Sngl, I Db!, Trpl, I I 0-6.3 1 6.4 up Z of I Sngl, Cbl,Trpl, . 1 Floor I U- I U i U- Table.3-1. Slab Floor Points Table 3.2. Raised Floor Points 1 Floor I (U - I (U - I (U - I i Area 10.66- 1 0.42- 1 0.411 0 --0-5 -2___T__-_4 �--7 T I Area 1 1.10) 1.0.65).1 0.41)1 1 1 1.10 10.65 I down 1 1 0.6 -.1.0 I_ -Z I I Jn=via- I A -Value of Insulation I I, R -Value of I I I1points I oints I ointal r3 1 1.1 - 1.9 I -1 I -2 I I tiun . 1 1 I' Insulation I Points ! I o. I +- + •4 I up to 1.3 I -1 I �1 0 I: I 2.0 I 0 I 0` I D•_pch, -r- - _L .. I 1. wI up.to.'1.3 1 +3 .I +4..1'. +4 I. .1 1.4- 2.2 1 4. I -2 I -1 up I Inches I 0-2 13-4 1 5-6 I' 7+ 1' I 1.4- 2.4 1 +1 1 +2 I I 2.3- 2.8 I '-6 1 . 4 1 -3 1 I I I I I I -1 below 3 1 -12 I 12 3--3.b - 0 1 0 I- I 2.9- 3.6 I -9 1 -6 1 -5 I Table 3-12.' Movable Insulation I.' 3 - 4 '.'_" I -8 1 ) 3.7- 4.6 1 -5 I -2 1 -1 I I 3.7- 4.2 I -11 I -8 '1" -6 Points 0 - 11 1 112 - 15 I -S' I -5 ( -S I -5. I'-3 I I, 5 - 7 1 ` -6 - I I 4.7- 5.6 1 -8_ 1 -4 1' -3 1 1 4.3- 5.0 1. -14 1 -10 J -8 I (Moveable"Insulation 1 116 - 19 1 -5 1 -3 :1 -2 'I -2 I -1 -1 I 0 1 i 1 -8 - 12 .': 1 -4' I I 5.7- 6.7 I .-10 1 -6 1 -5 I I 5.1-'5.6 I -16 1 -12 1 -10 I I Area, Z of Floor 1 Points 1 , 1440 + I -S 10 '1 I .'"13 - 18 I r2 I:'. ( 6.8- 7.7 I -13 I -8 1 -7 I 1 5.7- 6.2 1 -19 I -14 1 =12 I ! 1 .I -1 +1. I I •19+ 1 0 I I 7.8- 8:7 I -15 1 -10 1 -8. I I 6.3- 6.9 I -21 I -16 I -13 I 1 8.8- 9.7 I -1.7 I -12 1 -10 1 1 7.0- 7.6 I -24 1 -18 I -15 I I 0= 5.7 I 0 1 f.5 I'. 9.8-11.2,1 .-21 1 -15..1 -13 1 1 7.7- 8.2 I -26 i -20 1 -17 I I 5.6 - 11.5 I +2 /�7 / 7/%7/83 3 1. 11.3-12.7 1 =25';1', -18 I -15 1 1 8.3- 8.8 I -28 1 -22 I -19 I I 11.6 - 17.5 I +4' 1"•12.8-14.0.1 -28 I -21 J -18 I 1 " 8.9- 9.5 -31 1 -24 1 -21 I 1 17.6 - 23.5 I +6 I :' 14.1"15.3 I 3.2 .I 24 1 20' 1 .I' 9.6-10.1-1 -33 1 2 22 I I >2 fI Table 1.3. Iaf)ltration Control FeArvres Points 1 Comtrol Features I Points 1- I I I Standard I 0 i 11.9 air changes per hr 1 I - L I Tight I +1.2 I I F 10.6 air changes per hr 1: 1 ,Table 3-15.. Cas Furnace Withouc Refrigeration Coolir.g Points Seasonal Efficiency 1 Points 1 'I ' (SE), z i I -T- 71 76 T-71-76 - I 0 77 - 82 I +2 1 I 83 c 88 1 +4 1 1 89 - 9. I +6 I 95 up I +8 I I I 1 Table 3-16. Peat Pamo Points T 1 Energy Efficiency I Points I L. Patio (EER) I 1 1 7.5'- 7.9 I +3 1 I S.0! - 8.3 I +6' 1 ZONE 11 ' TABLE 3-14 (ADAPTED) - IRTERiOR THERMAL MASS POINTS Y. MASS DWFLtING afire cnueor rnnr \ AREA 1,000 1 +9 I 1,500 l 8.8 - 9.1 2,000 I has approved I 9.2 2,500. I +15 I L,": 3,000 ''`. 1 +18 I 3,500 + 4,000 I +21 ( I 4,500 - 11.5 ( +24 ( 5,000 -:11 SQ. FT. A B C D A .• B C D A B -C D A B C D A B C 0 A B C D A 8 C D A 5 C 0 1 4-12 1 9.8 - 10.3 1 +311-101+121+141+16 1 I 56 - 63 ( +14 1 10.4 - 10.9 I+lGi+L2i+141+161+18 I I 64 - 71 1 +18 i 1 11.0 - 11.5.1+121-141+1614181420 1 I 72 up I +20 I 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2.(',()0 and up 0' +1 +2 +4 +S 1 0- +7 +9 All pothers (pe building points) 800-899 0 +5 +lU +14 +19 +24 +29 +34 900-999 s02 2 2 2 2 2 2„ 0; 2 2 2 +1 0 0 0 0 0 0 O 0 0 0 +15 .0 o 0 0 0 0 0o +1: +14 +Ic 0 G 42 +3 '.00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0. 0' 0 0 0 1 150 6 6 6 4 4 4 4 2 2 '2 Z 2 2 2 2 2 2 7 .2'' t 2 2 2 t 2 2 Z O 1'? 2. 01 2 2 2 0 l 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2. 2- 2 2 .2 2 2 .2 2 2 2 2 2 7 2 2 2 1II 2 Z 2 0 1 253 10 10 8 6 6- 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2- 2 2 2 2 2 x 2 2 2 2 2 2I' 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 '.. 2. 4 4 Z 2 2 2 2 2 2 2 2 2 2-.. 7 2 2 350 14 14 12 8 10 IG 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4.- 2 4 4 2 2 4 4 2 7I 2 2 7 2 400 14 14 12 8 10 10 8 6 8. 8 6 4 6- 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2 44 1 2 4 4 2 2 SOU IS 18 16 10 12 12 10 6 10 10• 8 6. R 8. 6 4 6 6 61 .4 6 6 6 '6 2 6 6 4 Z 4 4 4 2I 600 22 20 18 12 14 14 12 8 12 12 TO 6 10 10 S. 6 8 8 6 4 8 C' 4 6 6 6 4 6 6 4 2 16 6 4 2 103 24 24 20 14 18 16 14 10 14 14 12 0 10 10 10 6 10 10 B.- 6 8 6 6 ''4 86. 6 4 6 A 5 4'1 6 6• r< 2 1 i 270 26 24 22 16 20 16 16 10 14 14 12 8 12 10 10 6 10 10 e' 6 10 8 8 4 ? 6 6 < a 6 6 4 6 6 G 4 .900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 6 12 12 10 - 6 l0 10 3 6 I a 8 '8 4 8 8 6 4� a a 6 e i 1,010 30 70 26 18 27 ZO '20 14 18 18 16 10 11 14 12 8 12 10 6 12 10 .10 6 10 10 8 6 8 8 0 4` .^. 8 6 - 1 i 1,;00 .l2 37. 28 2J 24 24 22 14 20 20 18 10 16 16 14 I12 8 14 14 12 8 12 12 10 6 10 1J 10 - 6 10 10 8 C� 'J f C ; 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12- 8 14 12 .12 8 '12 12 10 6 10 10 8 6�1 In In 8 6 ' 1,700 34 34 32 22 28 26 24 16 22 22 20 12 18 18 16 10 13 14 14 8 14 12 12 8 12 12 10 6 12 10 10 61 TO ;0 P. 6 1,400 _ _34 34 32 24 28 ,28 26 IS 24 24 20 14 20 20 18 12 18 16 14 10 14 14 11 8 14. 14 12 8 12 1' :G ti 1.0 ''13 10 1, SPU 1 36 34 34 24 30 30 26 18 24 24 22 14 22 20. 18 12 18 18 16 10 116 16 14 8 14 14 12 a 17 1: 10 f, :2 12 IC o I 2,000 34 34 32 22 30 30 26 38 26 26 22 16 22 22 20 14 20 20 18 12 18 I8 16 10 16 lE 1: LI 14 14 • 12 B 1 2,509 34 74 30 22 30 - 30 26 18 26 26 24 16 24 x4 22. 14 22 22 13 :2 20 20 18 1:. is 16 16 'P -j J,COo 34 32 30 .22 30 30 26 18 28 Z6 24 lb I24 24 22 14 22 22 20 14� :Z .3 t'. lc ! 3,500 32 32 30 ..20 30 30 2618 211 28 24 16 26 '24 27 14i '.4 ;4 2J• 14 ' 4.930 - 32 32 30 20 !30 30 26 IB ' 79 Z8 24 It 5 22 if i 4,500 1 32 32 28 2U i 30 30 26 :E j ih `5 .^ 2 E . .S.00J -----'- --- ------ 132 17 2i 20 j i3... ,G S6 ,1 At A) 1. 3's- Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4" Thick Common Brick: IIC-7.12S; R-.13; Factor -7.3 a 1. Sk" Concrete Slab: HC -14.106; R-.458; Factor -7.1 C 1. 8" Solid Filled Block: HC -20.63; R-1.93; Factor -6:1 2. 8" Solid Filled Block With Both SidesExposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: IIC-10.164; R-.965; Factor -6.1 I 8.4 - 3.7 1 +9 I D) 1" Thick Concrete/Tiled HC -2.55; R-.083; Factorr3.7 l 8.8 - 9.1 I +12 I I has approved I 9.2 - 9.6 I +15 I Table 3-19. Zonally Controlled � Y I 9.7 - 10.2 1 +18 I Electric ResI%tanee I 10.3 - 10.8 I +21 ( Spec,- Heating Pointe 1 10.9 - 11.5 ( +24 ( � I Point Table 3-211. Solar Hater HeatingWith Cas BackupPaints f h � 1 11.6 - 12.3 1 +27 1 a or t is eeasurc w-11 I I 12.4 - 13.2 1 +30 ( I be completed after the CEC I i 1 i I has approved an Alternative 1 0 ( i 1 Component Package for Resistance 1 per unit, Beet. ( Ae�lstance Backup I i Table 3-18. Active Solar Space ( ments S:% Part_ 2 ( Heating with Cas Points Table 3-17. Cas Furnace With I On. ly ; -SO I Refrleeration CoolingPoints•.. 1 aet,Solar Fraction I Points 1 I ( (NSF), x I I :Refrtgeracionl Cas Furnace I ( I I I Cooling I SE 1 I 30-39 40-49 11- -183- 89- 95 1 0- 6 I 0 I I 1 761 821 881 941 u I i 7 - 14 ( +2 +7 I 15 -'23 I +4 i 1 8.0 - 8.3 1 01 +21 +41 +61 +8 1 1 24 - 30 I +6 I 1 8.4 - 8.7 1 +21 -1 +51 +81+10 1 1 31 - 39 ( +8 1 8.8 - 9.1 1 +41 +61 +EI+101+12 1 1 40 - 47 ( ; +10 I 'I 9.3 - 9.7 1 +61 +81+101.121+14 1 1 46 - 55 1 4-12 1 9.8 - 10.3 1 +311-101+121+141+16 1 I 56 - 63 ( +14 1 10.4 - 10.9 I+lGi+L2i+141+161+18 I I 64 - 71 1 +18 i 1 11.0 - 11.5.1+121-141+1614181420 1 I 72 up I +20 I 7/7/83 wood stove #33 points'(no,back up) casablanca fan + 1 point Hultlfamil (per unitpoints) Beating Pts. ( System Type I i ( Points I Floor Area I Cas Only ( 0 ( i Net Solar Fraction (NSF), Z 0 i I per unit, I ( Ae�lstance Backup I i ( Herein;; the Require- ( ments S:% Part_ 2 ( 0. ft2 I I On. ly ; -SO I 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2.(',()0 and up 0' +1 +2 +4 +S 1 +6 +7 +9 All pothers (pe building points) 800-899 0 +5 +lU +14 +19 +24 +29 +34 900-999 0 +4 +9 +13 +17+�1 +26 +3G 1,000.1,199 0 +4 +1 +11 +15 4.19 +22 +26 1,206-1,499 0 +3 +6 +9 +12 +15 418 +21 1,500-I,g99 0 +2 +5 +7 1 +9 +1: +14 +Ic 2,000-2,999 0 42 +3 +5 47 +8 +10 +11 3,nr.-0 ar.d uo . 0 +1 +3 +4 +5 4-7 +8 +i0 1 Table 3-21. Other Water Beating Pts. ( System Type I i ( Points I I Cas Only ( 0 ( i I Heat Krmp ( I 0 i I I Solar with Electric ( I ( Ae�lstance Backup I i ( Herein;; the Require- ( ments S:% Part_ 2 ( 0. t ( Electric Resistance I I I On. ly ; -SO I ...� W � mass FORM- �j RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY i OwnerUSSECL Fewve1,f AupEP-S6t% Climate Zone �� Permit No. Floor Area Compliance 220 Package ❑ A ❑ B ❑ C 1!iPoint System ❑ Budget L!TOther A. /63 path: MIN R -VALUE DESCRIPTION Type REQ'D - Area INSTALLED ITEMS (1) INSULATION: MC= [� Roof/Ceiling ,30, 00 Wall /3 • o0 Type ❑ Slab Floor Perimeter Ft.2 ❑ Raised Floor MC= ,(2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. Type (B) All manufactured windows and sliding glass doors shall meet the Ft. Z HC= 1972 ANSI Air Infiltration Standards and shall be certified and MC= Location labeled. [� (C) All swinging doors and windows leading to unconditioned areas Type shall be fully weatherstripped. b A 7/83 Tight - the above standard features plus: (D) Continuous infiltration barrier (E) Electrical outlet plate gasket (F) Air-to-air heat exchanger` (3) GLAZING: (A) Location Area Glazing Uloo Area Total Bldg 3/% • 90 /oz, North 1.35-30 East 3 - 30 /•7' South / 21. To— West $• l� /d • oa p Skylights L/7 (B) Shading Shading Coefficient East 6G South— West •(oJc Description Single Double Triple 17 Skylights FRZS7Q TR -4 LLlCC- (C) South Overhang Length of projection Z1 ft. Description Ei4(�E (D) Moveable insulation: Area ft Description (E) Thermal mass Type - Area Ft.2 HC= R= MC= Location Type - Area Ft. 'HC= R= MC= Location Type - Area Ft.2 HC= R= MC= Location Type - Area Ft. Z HC= R= MC= Location Type - Area Ft.2 HC= R= MC= Location Type - Area Ft. HC= R=. MC= Location .. W. FORM '' ❑ (4) MASONRY AND FACTORY-BUILT FIREPLACES shall be equipped with.tight fitting closeable metal or glass•doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING, VENTILATING, 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 rated sl o e Other =PA $URA1/LJ S% L45 (describe) *1 (B) Cooling Electric Air Conditioner $.O (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) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps, []� (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. [� .(E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting ., air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the-provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 FORK (6) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number). ❑ *2. Gallons (tank size) Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) (backup heater type, brand and model number) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (collector area) ft —/ (Describe) [� (B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. [� (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). [[� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING �. (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *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 2°, elevation 41S" ', heating load %S't'd BTU elev tion factor .a6 x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature /1Z °, cooling load Mk BTU (USE ONLY AS A SIZING GUIDE,. COOLING MAY BE.INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to documents solar panels: USE ONLY Ae ILA GUIDE, CObLING MAY BE INADEQUATE M DESIGN COMPLIANCE STATEMENT:' The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 §IGNATURE OF BUILDING DESIGNER OR APPLICANT 3 Return to DPW i AGRICULT1'RAL STATIFNT OF ACKNOWT,EDGEMENT 9 j-18"WA-2-►7 FOR. iZE IAL, DEVELOPMENT Section 26-8.1 of the Butte County Codi: requires this acknowledgement % rc;t�l�; •..,:.. be recorded prior to issuance of a building-permit. h.1IDVALITY TITLE The property described herein is adjacent to land or included Juan c 7►� within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising Cf��'1a1�' LLAKK s a.'1FGER a from the use of agricultural chemicals, including, but not limited to herbicides, ;-� pesticides, and fertilizers; and from the pursuit of agricultural operations including, FG but not limited to cultivation, plowing, spraying, pruning, and harvesting which occa- sionally generate.dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural pu.rposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Big Chico Creek Estates # IV DESCRPTION: All that certain real property situate in the County of Butte, State of California, described as follows: Lots r3 t.hru 16T.; as shown on that certain Map entitled, "BIG CHICO CREEK ESTATES"UNIT 4�� , which Map was recorded in the Office of the Recorder of the County of Butte, State of.California, on May 13., 1983, in Book 91 of Maps, at Pages 28 thru 33. Subject to Covenants, Conditions and Restrictions recorded May 18; 1983, in Book 2825 of Official Records, at Page 216, Butte County Records. Date: June 6, 1983 PROPERTY OWNERS: DENNI W. DU KIN State of California } On June 6, 1983 before me, SS the undersigned, a Notary Public in and County of Butte ) for said State, personally appeared Dennis W. Durkin + MARY R. CASE°EER personally known to me (or proved to me 3 NOTAIY f UELIC $ on the basis of satisfactory evidence) ton- �1=r+ Gut;c County be the erson (s) whose name (s) is/are subs State of Caiifornia scribed to the within instrument and ack-UQ 1My Commisslon Expires Nov. 30, 1984,+ nowledged to me that he/she/they executedCQ ++44 ....... ................ the same. GJ Ta WITNESS myhand and official seal. Signature t.Oi� L _.> L./1��e1 / C -M Mary R/ 'Casebeer ,. .. ti.. . ;, . . �,,•: ,.'Q4 �... �:�:rw:-?U,...n . M k .� _ , ..p, ..�..a:-..n, •� ��s �a .-.c. _:.r �. _ ..�. . �� '� �- .. �� '�' � .. _ r _ � ��„� tea.. ; � _ �;- . ,� � . .. � �� .. J ^ � }. �/ 4LA i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive. - Oroville,:California 95965 - Telephone 916/534-4541 �('/�� APPLICATION AND PERMIT �` ASSESSOR PARCEL NUMBER - V2 "&- .r . ,? ZONING f BUILDING PERMIT OWNER ]TELEPHONE /ia_J%/ / AA/Ci-� 5-.C,,j _TS/ - Ab7/ SQ. FT. OCC. BUILDING VALUATION OWNE/R✓'S'MAI LING ADDRESS CONTRACTOR'S NAME /! /")a s �� s lir sof C i� TELEPHONE "7 CONTRACTOR'S MAI LING ADDRESS 1 Fireplace CONSTRUCTION LENDER - UNKNOWN Total Valuation Is Filing Fee $ 10.00 � LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER /t/,9 V (5 LICENSE NO. Plan Checking Fee $. Energy Plan Checking Fee - $ ARCHITECT OR ENGINEER'S.M"AI LINA ADDRESS Penalty $ BUILDING ADDRESS" c�� r 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 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF QDupiex❑ Mobilehome❑ Other 'SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORKA/ New ❑ Addition ❑ Remodel ElUtilities ❑ I tall`at ion ❑ Other Describe work: f".�Ue�1 f1' J - pS - Permit Fee $ 15 , r o Contractor ELECTRICAL PERMIT Filing Fee : . 10:00 Main service 700v OR LESS 00 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): _ 1 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. �'22Z�Glassification C Z � License No. � i�l ❑ 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) 1 ❑T I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. // DWELLING OCCUP..2! OR ADONS. % ACC. BLDGS. �Z�Sgft NEW CONSTR. ULT' -OUTLET NON•RESID BRANCH CIRCUITS) 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES .2i00930 ALO30 qt Ex. OCCUp. OUTLETS FIXED P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor _1 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 3 against said County in consequence of the granting of this permit. X - fr�--�- �" S t Date S Signature of Applicant - Owner ❑ Contractor 0 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 $ TOTAL PERMIT FEE $ '157o ) occu P, CONST.TYPE �FL,0001PARCELJ PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work .indicated above for which fees w ,,-DIRECTOR OF PUBLIC By l r�%'i �i ,� PERMIT EXPIRES 'Date-— the applicable provi- resolutions to do have been paid. WORKS l Date,/- Receipt No. C-/-, —, _,17 WHITE-D.P.W.. YELLOW-ASSE3SOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF. BUTTE - DEP�A,RT,M'ENT OF PUBLIC WORKS PERMIT NO: 7 County Center Drive - Oroville, Cal f'omi 95965 -Telephone 916/534-4541 _ APPLICATION AND PERMIT ASSESS PARCEL NUMBER• " - �- Z( NG ✓ -BUILDING -PERMIT OWNER TELEPHONE. - SQ. FT. OCC. BUILDING VALUATION OWN E R ',91M AI L 1,NW DRESS �• -; " CONTRA R.'S NAME 'T LE PH ONE j - CONTR TOR'S ILING ADDRESS 6 d Fireplace CON TR.UC ION LENDER. -1 - UNKNOWN Total Valuation �- Filing Fee . $ 10.00 LENDER'S MAILING ADDRESS _ _ Permit -Fee" $ ARCHITECT OR ENGINEER ,. „ LICENSE No. Plan Checking Fee' -• • $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS - •. - .Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap" 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDI VISION NAME PARCEL MAP Water piping ; 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 O.00ea' TYPE OF WORK New❑ Addition❑ Remodel ❑ Utilities 0 Instal lation❑ Other Describe work: (� y — S� Permit Fee $' Contractor ' ELECTRICAL PERMIT Filing Fee 10.00 Main service 1100V OR.LESS 100 AMP"OR LESS 10.00' Main service EA. ADD -L. •100 AMP 2.50 CONTRACTORS LICENSE.LAW of perjury (check one): declare under penaltyper ' - �' am licensed•under provisions of Chapt. 9, Div. 3. of the BusinessPOWER ' and Professions Code and my Iicense''.ls in full_ force and effect. License No. Q^�6lassification -C Z ' ❑ 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 / DWELLING OCCUP.,• NEW CONST. tr /Z0Sgft OR ADDNS." C ACC. B'LDGS. NEW CONSTRU TI.OUTLET NON.RESID '. BRANCH CIRC .ITS) - 2.50 ea APPARATUS tr1" SINGLE OUTLET CIR. Ex. OCCUp T OUTLES OR FIxTU.REB BAL@ 20@90 Occup. 'EX. ' OUTLETS ((RESID,)FIXED APPLNS. REA.) 2.00 Temporary service '10.00 Mobile Home Facilities 15.00 Misc. Wirin 15.00 g Permit Fee. -, $ • Contractor 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. shall not employ any person in any manner so as to become subject t o 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. _permi4_shalI be deemed revoked. MECHANICAL. PERMIT Filing Fee- 10.00 ' Heating ' Cooling' Hood 3.00 Ventilation Permit Feb $ Contractor 'Mobile `I certifiy•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"buIIding: construction, and hereby authorize representatives of the County of Butte to enter'up6n 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 Signcture'o pplicant — Owner ElContractors 'Agent ❑ An OSHA permit., is I. required for excavations over 5'0" deep and demolition or construct- ion of structures over; 3 stories in height: 4' . Home Installation Fee $ .' 'Energy.lnspection Fee. $ TOTAL PERMIT FEE $ S, OCCUP. CONST.TYP! 7LOOD PARCEL PD -ND Issur This permit is hereby issued under sions of the Butte County Code and/or work' indicated above for which ECTOR OF PUBLIC B'y • _ -PERMIT EXPIRES Daz the 'applicable provi- resolutions- to do fees have been aid.. p WORKS Date == . % Receipt. No. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT f. 41 t;�, x _ 1 •. , 1•,. _ '_� - J � -' , i ,'i r, .'•t+' y J•.i. ^t .r. t ' � � � ,-, _•� •, '.� . "' �-'+' �+ _ , 'Srt,, •'`� it "'y'� shy wYY .� � � ��i �.>. ;� J i .. r - .. r .. ,�E „•��. ,�:.iFt 4f��'�. �,Jj� lt,�y 3��t� t, Q,,,x � .r�•\ r� 'S w�ti?. �%�"� - .1 _ - 1 .Y - 4 1'� * i '� .. •f t t ,41 t .\,r t _.� � ` t. -iL • 4•r �y t�.� � `.\�1 � "M1� '`�y!'+1. � ,*Af �y'3 � ti �. � r'� 4p�� .+.,.A, r _ r . .-. .r * :•r„J t y.' 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't � ..s 1y.r. r' r .1- ^- z •'I r % Vit, i ry t �`. 'J J y A 4. � 1 i �" ...+ a�,t'•a f 4 1^. 1,:.i'i Y! l� L �. t} � t i"� it ': 1 rt , s t .r.. g �. 71 �. f ) � �� '� J � •1• �, ;th �...`- .y a. _. .r t. �n+'3,F}}�d» - ,..- r - `r y ...\ t .. ,?M yJ J tF7 5 . l•' - yt �'' },(�, CTt'�j- p 7i 1 3 1 r h. n 4 �t. 9 f �. '� i `N".«'r1 •1 .fit' t k r «, OK 0 ,Not OK. - Not= Reaable MOBILEHOMES dy MISCELLANEOUS Date,_ MOBILE HOME UTILITIES (Plans). OK except #'s .'':.. Date DECKS, COVERS,CARPORTS, GARAGES; (Plans)OK except #'s -.-. Zoning Requirements -Setbacks -Easements ..- 1. Zoning Requirements -Setbacks -Easements-'' 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel' 3. Sewer; Location -Test -Fall -C/O -Concrete - r 3. Decks; Girders and/or Joists -Decking' Bracing -Stairs -Rails 4. -Water; Location-Test=Easement Needed'(Sketch) ,4. Wood .'Awn.; Posts-Beams-Rftrs.-Connec`- ; 5.. Electric ity;'Location-Clearances-Grnd. / /'Amp=Concrete i' Shthg.-Rfg:-Bracing 6. Gas; Location -Test -Wrap: / ' / 1,1f . 5. Alum. -Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. o(/ /"L"ft./.. P LPG 6. Carports; Windows -Doors •TUtilityClearance -7. Elec.' ° 8. Frmg; Sills-Anchors-Studs-Rftrs=Trusses ^ -Veneer-Stucco-Mesh 9. Siding; Nailing' Card -81 Date Card -131.' - Date 10. Roof; Shthg-Roofing -. Card -61.: Date:' '' Card -B1.. ",Date' 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION'(Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements , _ Card -81', 4 Date _ Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -131;` Date Card -131 Date 3. Gas;. MH Test -Demand -Valve -Connector'• = 4. Electricity; MH Test -Crossovers -Breakers -Clearances' Date' POO'' tans) OK- except #'s 5. Drain; MH Test -Fall -Flex Connector etbac `Easements 6 Water MH Test -Re ulator-Connector s Co ion -Structure Stability ' 9 7. Water and Sewer Connected -C/O to Grade -HD 8. Gas and Electricity Tagged `9. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131-- Date Card -131: Date Structure; Steel -Connections -Thickness - De Men -Lining —/&!� Ie.; Receptacles and Lighting•, bistances-GFI le .; Pool Lighting; 15,volts-GFI leg • osures; Conduit Entries -Terminals -Listed ec.; Bonding; Metal w/5' -Circulating Equip. -Heater �I1k,L ec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit = OK, o.= Not OK. NotApplicable RESIDENTIAL (Single and Duplex) - _. = Not Ready P Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg.,,Garage; Soils -Steel-/. /" Ftg. Depth , 47. Fireplace Ties or Type A Flue-Fireplace'Throat Clearance 4. Ftg.,'Porches.& Decks;.Soils-Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop=Ins. Baffles 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8.. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums &Ducts; Clearance-Material-Supprt-Ins. 57.,Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -B1 Date Card -81 Date Card -81 Date Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size& Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -131 Date.... 67. Stairs &Rails Card -81 Date Card -131 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance-lns::Protectlon 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 23. Elec. Receptacles Spacing -Lights &Switches at Doors 72. Garage Fire Door; Swing-Landing-Closer73. • 24. Size -Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs' & C.J. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27.•2 Appliance Circuts in Kitchen &Conductor Size/G.F.I. 75. Plb., Elec. &Mech. Equip. Listed for Location 28. Su Wire Size / / ga. Cu or Al-A.C. Wire Size / /ga. or Cu or AlA 76• Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 59. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth IClearance Looked under Floor ❑ Yes 31. -Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters . ❑ Yes ❑ No 33. Smoke Detector 81..Stucco; Brown -Finish Card -61 Date Card -B1 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 83. Vents Above Roof; PIbg.-Appliance-Firep l. -Clearance to Openings. Date . MECHANICAL (Permit) OK'except #'s 84, Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 96. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -131 Date Card -131 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & A'nchors Card -131 Date Card -61 Date Comments at Final: 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. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) 350 RCE UMBER OWNER•, - '. ZONI -':? TELEPHONE K. _ - • BUILDING PER IT .'SO. •FT-. --OCC: UI DING VA LUATI N -OWN R'S MAILINGADDRESS CO ACTOR'S NAME - TELEPHONE COUNTY OF BUTTE =� DEPARTMENT OF PUBLIC WORKS.PERMIT NO CONTRACTOR'S MAILING ADDRESS. - •� ,/"�.� ., Fireplaces 7:County Center Drive = Oroville California 95965.Telephone 916/538 7541: .UNKNOWN '- - Total .Valuation... $ c � APPLICATI WAND'.PERMIT - I Permit .Fee' __.A SSE - ARCHITECT OR,'ENGINEER - LICENSE'.NO.Plan Checking Fee-- P $ - En@rgy Plan Checking F,@@- $ - ARCHITECT) OR.ENGINEER'3 MAILING ADDRESS �. Penalty $ 'BUILDING ADDRESS'- ' - PQrRlit fee' - - $•. i PLUMB ING''PERMIT. Filing Fee. 10.00 (O Eac li'T rap ' 2.00 `Solar or heat pump water heater• 20.00 ' LOT NO. SUBDIVISION NAME '}. oEach 350 RCE UMBER OWNER•, - '. ZONI -':? TELEPHONE K. _ - • BUILDING PER IT .'SO. •FT-. --OCC: UI DING VA LUATI N -OWN R'S MAILINGADDRESS CO ACTOR'S NAME - TELEPHONE CONTRACTOR'S MAILING ADDRESS. - •� ,/"�.� ., Fireplaces CONSTRUCTION LENDER - - - .UNKNOWN '- - Total .Valuation... $ c FllIng Fee - $• 10.09- -LENDER'S MAILING.ADDRE33 - _ - . Permit .Fee' $ - ARCHITECT OR,'ENGINEER - LICENSE'.NO.Plan Checking Fee-- P $ - En@rgy Plan Checking F,@@- $ - ARCHITECT) OR.ENGINEER'3 MAILING ADDRESS �. Penalty $ 'BUILDING ADDRESS'- ' - PQrRlit fee' - - $•. i PLUMB ING''PERMIT. Filing Fee. 10.00 (O Eac li'T rap ' 2.00 `Solar or heat pump water heater• 20.00 ' LOT NO. SUBDIVISION NAME '}. oEach ;PnpRcEL MAT, - Water -piping •- 5 00 - 4as water heater or vent . 5:00: USE OF STRUCTURE -SF 1:1; Duplex ❑ Mobilehome❑ Other Aw. SPECI'FY 1 .ouflets . Gas plping',sysfem -'5 5.00 Building sewer., 5.00 _ - O.00,ea TYPE OF WORK .:New Addition / Remodel ❑ UtHities ❑ Installation❑ Other ❑; 'Describe work: ' o - - :Permit Fee Contractor '•,ELEC.TRICAL.P.ERMIT Fili.ngFee'. 1000.: SOOV OR LF -55- 'Main service 100 AMP OR LESS- ..1.0.00 ' Main Service EA. ADD'L 100 AMP - 2.50' - CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ' • -• -' 0-1. 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. 3fCF-1b Classl.fication' J C-53 -FIXED ❑ I, as the owner, or.my employees with wages asAheir sole compen-- sation, will do the work,and the structure is not .intended or offered for sale. (Sec: 7044)•. ❑. 1, as.the •owner, ani exclusively: contractino .with _1Icensed,conteact,-. ors. (Sec. 7044): :1 am. exempt-under'Sec. Business and •Profes'sions Code for this reason .UP.) y20sgft oR CONST' DWEACCLLIN GSCCd NE CONSTR. .u I -OUTLET.• - NON•RESID .BRA CIRCUITS 2.50 ea r/POWER APPARATUS S\ 1ANGLE'OUTLET CIR. '/ 'EX: 06CU OUTLETS OR FIXTURES .00930 P sAL930 APPLN5. OR - EX. (7CCUp. OUTLETS (RESLDJ EA-.� - 2.00 Temporary service 10.00 - Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $' Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one):' ❑ The.permit.is for$100.00 (valuation) or less.. 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:,lf.after making this'statement,;shouId,you become subject ' to the W C. provisions of.the Labor Code;'you''must forthwith.comply with Such ,provisions°or.thrs'permit shall. be deemed'revoked:' :.,i -MECHANICAL :PERMIT'. Filing Fee 10.60 Heating; ' - Cool in g Hood 3.00 Ventilation PennIt Fee '- $ " Contractor certify that -1 have read.this application.and;state that the above.-i,nformation is'correct. 1=agree to. comply to all County Ordinances and>.State Laws;reiating. Jci•building, construction, and hereby authorize representatives of the. Count U] Butte to e.nter;uponithe;abovementioned property for. inspection purposes., ?.I aiso agree, to save, indemnify and keep harmless the:C'ounty of Butte against -all; liabilities; judgments,- costs,- and. expenses which may --in. any way accrue agains ald'Cou inconsequence of`the'grant ing of this permit. ; X', Date �/—�5= 27f1 Signature of Applicant —. Owner❑ .'ContractorAgan 4 ❑ 5 An OSHA. permit is required for,excavations over 5 0 'deep and demolition or construct ion of structures over 3.stories, in.iheigh't:. Mobile Home Installation Fee., $ Energy.Jnspection Fee $ , TOTAL .PERMIT :FEE $ / , -SCHOOL: .000UP. :•• •cow ST:TYP[ FLOOD •P RCEL 'I PD . -HD 'i5SUE This permit is, hereby. issued` under cions of the Butte.. County` Code and/or 'work Indicatedabove: for which i OF PUBLIC B PERMIT EXPIRES Date the applicable provi- resolutions to do. fees have. been paid. WORKS ly n Receipt Na. Z3 ..., 5 WHITC-D.P.r—TELLOW-Aee ESSOP: PINK -INSPECTOR, OOLDENROD-APPLICANT - 41 ,7 G QQ all 10 in ( 1 i 1 r4'' i ,' . fr is r .t � v1' � : i • �, 1 - 1 b t -,Yj, / --.. _ " � tJ- :moi• -«,+r-,+ � s-.-�.., [, i _ t ; .?j i '! f - a• 'S _ r _ t . y 'j All ♦-� :.� 'y ` a�4'f{ `r,J 't' < r { - } _,� �yi � 4 � %�'.Y•�' �� . - ♦ — e 3 i t -inri,! y"f,��,.� COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,jC;AL1FOlA 95965 -TELEPHONE: 916/538-7541 9 _.. r�' q PERMIT APPLICATION DATA SHEET Permit No. c—, f � OWNER A. P. No. Proposed Building Use Building Inspector Date _�z�y//' i ' 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. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees.Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ 9. _ 10. Letter of signature author 1zat�n. Sanitation approval from . Health Dept. ' 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . =- ' 13. Contractor's License Information (no., name style, classif.) 14: Owner -Builder Verification (Given to owner, Mail to owner ❑.) __15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . .. . ... 17. Pre-Inspec, request to (Date Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. F 19. Driveway Permit. 4 w; " 20. � Plot plan approval from city of , 21. Engineered trusses in duplicate (required prior to plan check). f 22. ' When you issue the permit, process as follows: Mail to owner, Maii to contractor. ,.. Telephone and hold for pickup at office, Deliver w/inspector. Other Applicant Tc,_u Date Copy.of plans sent Health Dept., Fire Dept., Other Date 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_phorfe_mall—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by r.nnv_npw Date Plans approved by AefP Date -I-/- Sets. of Sets.of plans on hold in File cabinet. ` AP folder r fes, F - • ` � � 4 -. ' .- , .!x - •r I 1 - t� _ � F'' Yom, ��,'t} � (�� _� x}11 'dr''. ,'" `':£ .. � f,� ,r1u• '" - > � _ � � i' �r J .fir'•. `Y •µ} ,, �.; .._' _e. .. A TO Building Department. FROM: Environmental Health SUBJECT: Sanitation Clearance 21 �. Owner Location 'AP# �C� a Pian Approved for: Sewage Disposal-. Water Supply d final,for: Water Supply .Final clearance O.R. for: Water Supply Clearance for _ bedroom mobile home.. Other NOTE San tariaft' Date . M ' ..4 it / , // +• •♦ • 1�• ' . ' !�•Y A. r•r �. - . b � • ♦ � ,. • � , �py�••� • '� ` • • �--sl-- •• aJ• 1 •, � n , �: b' ,.. �'• / ,�w M1• r♦. r t � r � r�wQ` � .. �j' - �� .�' m • ►• ,r , .a .• q' t�° •"n'qt w u., i . '� ` - �• + + ^ • r R'1•+". - T "krigt'�'3K..,»v.t `'t- _' A • ' ,'� a if.c �.�- � _. •-,� .-. w�+�.._..s+.-._a. .. ... _ • - _ _ _ _ _ _ _ BB_ 1391 S2 SSSSSSSS -- _ _ . :- y� ! LMS PLUS "LUMBER CO. 1 B(J0 S. BARNEY :ST. � ANDERSON. CA. 96007" 1 Ya, 58332b - Ci f JT TYPE U LENY X (i9EnBER1 CHORDS. ` HEHBR FORCE HDR DISP SLOPE ' n U E B S • CHORDS SIZE' LUBBER DESCRIPTION DESIGN CRITERIA 012' tO�D DIEMBR FORCE ' 1 }-0LOI GNA20 �d.OX 7.8 1.50` 3.OE3t 5- l) .'FR-T't'i'- (LBS) F7-IW-SX DEPTH � ,.• � ETH IN tPLFI - FR-TO tLBS) TOP CM. LLm 36 PSF - 2 PK12'GNA20 S.OX 7.0 2.00 1 2' 2X 4 N0.2 O.F.L. 3 HL01 GNA20' 4.0X ?.8 1-SO 3.001 3 #) 2-- 3' 2X 4 N0.2 O.F.L. Mat 10 PSF 1- 2 7171C 6- 6 0 6.000 52.0' 2;- S 3470T 3 3 2X 6" NO.2 O.F.L. 13OT £H. LL 0 PS�:_1 !. 4 INTI GNA20 3.6X 7.0 4.SO( 4- SD 2- 3 71?1C . .6- 6- Q -6.000 - 52.0 2 4 3470T _ i 5 INTI GNA20 3.0X 7.0' 4.SOt S- a1: 3- 4 6414T71710 d- 8-21 GLs 10' PSF _ X0.000 770.8` ALL WEBS' 2X 4 STANDARD D.F.L.TOTAL LOAD- 36 PSF f ! 4- S 47S1T •3- 6- '9 0.006 770.8 ' DESIGN SPECS. ACCORDING TO UNIFORM i 5- 1 6414T .4- 8-11 0.000 770.13 BUILDING"CODE•198c: THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING- 24 IN. -C/C FABRICATION INSPECTION TO BE PROVIDED` Design together LOADS AS DETERMINED BY OTHERS AND SHOWN ON SPAN `CARRIED=44 0- 0=t8 +. IAW SECTLON 2S.173S(A) 'UBC STANDAR 4 QACan3/Sts Of2lrfJSS6sbutitsBp!![ately, hen lZ)!ed' ogethe _ ea D 25 17 10d nails staggered throughout as follows: INPUT LISTING. VERIFICATION Or LOADING. L fasten T.C. dr webs al'!wo -1,'2S°!.^."c!r`re "vain T-Hall EPIOOt� B.C. DEFLECTION LIMITATIONS. FRAMING'nETHODS. INPUT DEFL. W240 WIND BRACING OR 07HER LATERAL BRACING THAT f DESIGNED FOR VERTICAL LOADS. p q - p ` ' ONLY. LATERAL STABILITY OF with 4 -nails perfoot. - IS ALWAYS REQUIRED. IS THE RESPONSIBILITY' INCREASES(PER CENT) GIRDER: TRUSS TO BE PROVIDED BYOF THE -PROJECT ARCHITECT OR ENGINEER. LUMBER= 25 NAIL=' 2S MAX.,31AXPURUr¢' SPACE= 5.0 FT. MRX. UNBRACEO BOT.'CH. LEN.= .30'.0 FT. PROJECT ENGINEER OR ARCHITECT TCH LS- 0 BCH LSA C a NOTE: LATERAL BRACES AND PURLINS INDICATED 'FOR TRUSS MEMBERS; ARE REQUIRED 70 REDUCE BUCKLING LENGTH` OF MEMBER. AND- SHOULD MAIL VA1:JES(PSI'):.HET ' BE NAILED TO TRUSS MEMBERS WITH MINIMUM CIF 2-100 ;NAILS._ 'HORDS WEBS E PROVISIONS MUST BE MADE AT ENDS LIR SPECIFIED INTERVALS -:iAx niH MAX MIN TO ::RSTRAIN OR ANCHOR LATERAL BRACING. BY :OTHERS, • GNA20 163 1-12 163 1-42-`1 - LEFT OVERHANG= '1- 4 0 r _ RIGHT`OVERHANGz 1- 4 0 i • . a^ - i _ - t - 1 1. ^ _ f < d 1� - 3-T-2 • GROSS: BRG _ _ � - UTTE - JT. REACT ' IN-SX -- 1 S348 3- 8. , 3- ED.U - G DE- { 3 _5348'. _ . . , _ ®• -M E N! E' CAMBER= 0-1/8 HEEL= 3/16 3 - OVER THE 'WALL HEIGHT= 3- 8 S' - " 1'0 0 • - - - - _--- - -- -- - - . - - t ATr% P' V E Handling � Eroction - - - - _ Mlseoitane�s �eawilfw� - ---- ._ _- Bracing-Infotmation Connecto ::ardwar: l.:�tnbor �ng.Maii rst Iese. F� MPOPA i r e p0ft Of COrO4fto SMAL OT s[.rinaxTrm Two DATA v"m MO TIME M4aft" OM ►+lpU, �t SwE OF _ _ - f1 1e - -M0 SNWTW l # T NftP0O SO.I MOLD-6 CO-OMdff- JLLL 6/1T111*L- MMCrMG �!'GI�ED..R 104 _ �fM TH.. M ~Ci1l11FD N .lA1n" oltRiT - DfM: A Dw.DE wEEi •: K+7IMO.'Ow.NI[ [T'a1t OOMA TOOT OAL840 how"AMO. •�T�• AM AND S s0`t o 7 �.0 WAS as. no d1 Ot PWT. a* f"M pm fM=� � m"&--6. 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IMT; DCi w7 ua 7l.t D[710/R. - - 4AOK.YR.a-.�pE A.Y.% ,D..T T7Ef AiID �si9 ii :Crit!'la. t1°' "�'�[". 02'%24. - � _(3' -. • ' ! _ - #alio.-T OF LA"W^ eflomft AMD a►AR WCAT9PN&'QOW10% SLATL Ml- Ersyo.q flaT7•.a, OAC. [IilOtlaa MO CORT#Ol A.K1 AOCIlTi MMHf Tfa OMAwaq M -OM[a •MO /GLaal fMl �1. fR7let, 4 . f'I'MOMoiO MORIO.o.t O"CM.O / M TM a__LL :�frCAtL7 Aao{/. JO-T! U"LLaa Q71M1 114 MaIMM AND lf4- fA4 �� lf"WON1MMACD01aMds 714 UiIIT aMQeM dtd 7lEawataaOATROIIo.tOOfI }-='W_T� � «• - _ Ot-I-Ou[ ME �/OMIL Ta111A1[ IAGPI[D d![-"�17t'i. .. . - .. Tt4 9YaTOuY1l-D [rOlaf AR WO DWIM.I.. - - - . _ QOIw'OMIMT� iMIM TIME OQ • . -..-•. uTmfT Mer+lctM a -- ,.. •. AwtS. �IDt ArnC UK...• - - 17- 0-- 0 17 0- 0 r. cAREtrsa� RNBERSt7N' Ili%/rf1M _ ` TL#IRdRIl11Y'A/Q p HENTl F01114SKALOLO IW C40wo,YED. 2RACtllO FORNOLdNXi -CGY►`Ot.9fT +FLIlY?AMD FORR�ISTINQLAT6:AlFORQ391fAtLHIiOHiOMEOMO • t WECAtLEO A OTiR7sS MO LOADS METO E APPLIED SYSTEMS PLUS .: LUMBER CO. 1800 S. BARNCY ST. ANDERSON, CA'. 96007 OIt lA1® fQl flA�ioR711tM0 IIIPORMATION 7] QTtIEF1S.: - _- , MLIST 'M:. MBTALL}D• Clf bC:T4/ ' 1N6*�T :e1MEAU AND RIUi!' - -iJItkR Ml KlE wltlY. i� + `+v�•• _ 'TC TME >)lMLL,LOAOSOREATER.TISA:V DE57ON lOAD9 YicPFLi>D sTRieCitntE TN 9FfM.i 9�l.a"WSCTMEDWKifIp1(WTMECCMRaTi. Ca ACES OII TFiE 1114!!ER �YRTKTEE7•NFi7LLY -�.E OF T).W sia AM :9FEC166. :.. CAM WR 6E ECWK 1 M -TO 7NQFALL OOMIONO(T At MOF9t 0llTAWA.LWECE9QAMY CODE �AMCEMA►FROYALSAW IIKTRI/CTIOM MWWTM 1 F3 -0'1'1R Ft�t'fG9 mu MF Cf TiiI: =GAUGE AND - � ' SK1E Ur AMO. PI►OI£RLY:BIIACE0.1�JtDALL NBIEONJWD OETAW ` Elfil'l DF TM CO"OtETE iTME OEfIOM ST7RJCiL1l1E EEORE U91M0 THIS COM'OIIEIVT.. - CN7THItA LJS7EDA60YED]ES NOTMC-ET LOCAlSJ6LQMrO CODEREO1111E- SIEWIL LIIM OR Caum latramo 1,8 RESTRAW OF LATB\iL : NACG4 MID SIWNR6�rER1011T !@1NT073E'ALTQTgI)86.`JONfft7Er/1& FMD$1FIfTICIG :-. QfAFIT9t ... .•. E:G.�.1. -SET"MOM gt& , 0MOT LICE TIES aESIOII � *"TET" TMG'UCr* MO a 910"M ANO --M GANG-"LSYSTEM% VIM t5. MV"OYlNO JT TYPE Li, LEN Y' X [MEMBER) OFJ01MTT4}iEeaANQ --FM:DWVKT a., )Os+'T16M ..-ATM � Sl'M• Y 7W DELON AMO. ,n * AM- C H A R D S OIILYTi1E 3TRUCTUftAL DESIGN OF TM L"T &4a&" 4a& � ON THE&4= OFDATARR'THt W E►_ 7M CLALTp1g1 A10 WK)" GN.TM3 dtAWlt4M W h TPA at. M1�a610F Tiff 0011.[TZ?TRIICPL711E AMOUT� -XMM UICL.�"i°•' OTTIE1t .. _ O�ltS 'AML !!lOttl1L^, 'Y6R►LS ST�tFIiA ARE: t1l 11F . '� CONFOMOW . z -1 HL0'1 GNA26 MEMBP, FORCE HOR DISP SLOPE/12 LOAD a'E MEMBR B S FORCE CONC LOAD JT CHORDSSIZE LUMBER DESCRIPTION DESIGN CRITERIA WPORTANT S.OX 4.7` 0.25 2 IFtil GNA20 2,OK 2.3: FR -TG (LBS) FT -IN -SX DEPTH IN (PLF)` FR -TO (LBS) LBS 3 IN12 GNA20 3.OX 3.9' 1- 2 228X- fi- 1- lls 1- 4 2X 4 NO.2 D.F.L. 4- 7 2X 4 NO.2 D.F.L. TOP CH. LL= -.16' PSF 4 PKII GNA20 4.0X 4.7 2- 3 2073C S' S- 5- 6 5.000'' 5:000 46.0' 46.0 2-10 2650 7 215 ?- i 2X 4 N0.2 D.F.L. DL= 7 P,F SOT CH. LL= 0 PSF - S IN02 ONA20 3.OX 3.9` 6 IN11 3- 4 1434C 5- S- 6 5.000 46.0 3-10' 3- 9 4007 52SCDL= 1 GNA20 2.0X 2.3' 7 4- 5 I434C S- S- 6 -5,000 46.0 4- 9 85?T ALL WEBS '2X 4 STANDARD`, D. F. L. TOTAL LO PSF ' HL01: GNA20 S.GX:4.7' 0.2S S- 6 2073C S- S- 6 -5.000 46.0 S- 9 0 IN02 GNA20 3.OX"3.9 b- ?` 2282C 6- i- 5 -S.000 46.0 5- 8 5c5C THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 TN. CJC 9 IN03 GNA20 4. OX: 7.8 I -S0' 7- 8` 2107T 8-1G- 0 0. 20,0 4007 LOADS AS DETERMINED BY 'OTHERS AND SHOWN ON 10 IN02 GNA20 =P_O.X 3.9 8- 0 1717T 8- 2•= 0 0. 20.0' 6- 3' 26SC, INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. LJ?_40' 9-20' 1717T 8- 2- 0 0. 20, 0 DEFLECTION LIMITATIONS. 'FRAMING METHODS. ` SPLICES': 2- Spic f0- 1 21B7T 6-:10- 0 0. 20..0' LAND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 3 GNA2i S.OX 4.7 IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER= 25 NAIL= 0 S- 6 SP10 GNA20 3. -OX 4.7 OF THE 'PROJECT ARCHITECT OR ENGINEER. TCH LS=1S BCH LS= 0 8- 9' SPIO GNA20 3.OX 4.7 • MAX. PURLIN' SPACE= 3.`8 FT. . MAX'. UNBRACED BOT.CH. LEN.;= 10.0 FT. DESIGN SPECS. ACCORDING TO UNIFORM). BUILDING NOTE:. LATERAL BRACES AAD PURLINS INDICATED FOR TRUSS MEMBERS NAIL VALUES( fPSI).NET WE BS CODE.198? FABRICATION INSPECTION TO PE PROVIDED ARE REQUIRED TO REDUCE BUCKLING LENGTH'AF MEMBER. AND SHOULD MAX MIN MAX MIN r TALI SECTION' 2S-Lt,7:39(Al IJBC STANDARD` 25-17 BE NAILED TO TRUSS MEMBERS PROVTSTONS WITH MINIMUM OF 2-100 NAILS.; ' GNA20 163 1142 163 142 ;MUST' RF MADE AT FNOS OR SPFCIFIFn ,TNTERVAIS TO RESTRAIN: OR ANCHOR LATERAL BRACING. BY OTHERS. 'LEFT OVERHANG0 �p RIGHT OVERHANG= 2- 6- 0 - - 17- 0-- 0 17 0- 0 GROSS BRC JT,' REACT IN -SX I- 123? a- 1237 1237 8 8' CAMBER- 0-1/8 HEEL= 3116 r. GROSS BRC JT,' REACT IN -SX I- 123? a- 1237 1237 8 8' CAMBER- 0-1/8 HEEL= 3116 t ♦ �1dA1Mi�MlfOlt cAREtrsa� - Ili%/rf1M _ ` TL#IRdRIl11Y'A/Q p HENTl F01114SKALOLO IW C40wo,YED. 2RACtllO FORNOLdNXi -CGY►`Ot.9fT +FLIlY?AMD FORR�ISTINQLAT6:AlFORQ391fAtLHIiOHiOMEOMO • t WECAtLEO A OTiR7sS MO LOADS METO E APPLIED TMI DATA 9MlET p10 TlaQ:IR1�01FIIMT10WPi;Arw --... �$ r.1E ?ROvt<ytTY Cf OAil64Mi: 'L%ftffb.::/IC.. A1tO- M AOT TO E COFS6D IN WMOLE On IM -:PARE• OIt :Loam 10R :.IASMf►MORt3�D SPLONiATlpt OR'THE 1TB.IS D13CCOSEi3 MCRE1!4 011 Al A1fY OTf1dt ALL LATiRAL AK%CARG SSEC/Fi[� 13 FOP Ct)NNeCTORPIAT�.ARE.MA*RyF /IACMG PR WICLIAL Wti :MMIRMNI if AND -. ACCORDANCE VATH Till., �A'T E tIgTALi2O :LillkaEll'IAU+'T BFJtR A'OR1lDE •-MRRK FRdU A" KTP.ROYEO :. ^•-•- - C�Y�E7T ...-.+ �S TO TME COM- tF01�J(T tARiL�FTi9tAlt #Rf1CIlRif�MDFASTEMIiOSARfCOl4LETE. OIt lA1® fQl flA�ioR711tM0 IIIPORMATION 7] QTtIEF1S.: - MH YMC:i. tlNb'IE lEOt11R�.INIETD COa , MLIST 'M:. MBTALL}D• Clf bC:T4/ ' 1N6*�T :e1MEAU AND RIUi!' - -iJItkR Ml KlE wltlY. i� + `+v�•• _ 'TC TME >)lMLL,LOAOSOREATER.TISA:V DE57ON lOAD9 YicPFLi>D sTRieCitntE TN 9FfM.i 9�l.a"WSCTMEDWKifIp1(WTMECCMRaTi. EOt�tLrlAC®ALO IIQ�R)1.lI1GM ACES OII TFiE 1114!!ER �YRTKTEE7•NFi7LLY -�.E OF T).W sia AM :9FEC166. :.. CAM WR 6E ECWK 1 M -TO 7NQFALL OOMIONO(T At MOF9t 0llTAWA.LWECE9QAMY CODE �AMCEMA►FROYALSAW IIKTRI/CTIOM MWWTM OMOl1Q liEA061S AItEA1MJ�;.Ta Ei:wT: E1lwLLT 1BiFAppM M MGTMMia. FlAF Ft�t'fG9 mu MF Cf TiiI: =GAUGE AND ' S/IONM A7 SOUALlOORgE7THt .TNNITNE-fTIMDE 9FlGfld � ' SK1E Ur AMO. PI►OI£RLY:BIIACE0.1�JtDALL NBIEONJWD OETAW ` Elfil'l DF TM CO"OtETE iTME OEfIOM ST7RJCiL1l1E EEORE U91M0 THIS COM'OIIEIVT.. - CN7THItA LJS7EDA60YED]ES NOTMC-ET LOCAlSJ6LQMrO CODEREO1111E- SIEWIL LIIM OR Caum latramo 1,8 RESTRAW OF LATB\iL : NACG4 MID SIWNR6�rER1011T !@1NT073E'ALTQTgI)86.`JONfft7Er/1& FMD$1FIfTICIG :-. QfAFIT9t ... .•. E:G.�.1. -SET"MOM gt& lkv.AW Co,TANC[IIIDI(JITiO. CIM-Amrrtawt t =2WC#M 3TaTB+ T)* AMWATs NO COM MG* ftle 1R!.�'9F'ON[IISIUTYFCMT}1EFAERGCATK7N.MAMOLNKi.SPMIfIEMMO 0MOT LICE TIES aESIOII � *"TET" TMG'UCr* MO a 910"M ANO --M GANG-"LSYSTEM% VIM t5. MV"OYlNO /►CIRC nOtt THE-OYIiMIY 9YIR1CTtm 13 TO E FROM OFJ01MTT4}iEeaANQ --FM:DWVKT a., )Os+'T16M ..-ATM � Sl'M• Y 7W DELON AMO. ,n * AM- - .�.*-I`,'•.. - - :..� JOB M(JiIOEA ffAM +; `F3TALLATIp1.Of COiMOME'M7S, OIILYTi1E 3TRUCTUftAL DESIGN OF TM L"T &4a&" 4a& � ON THE&4= OFDATARR'THt W E►_ 7M CLALTp1g1 A10 WK)" GN.TM3 dtAWlt4M W h TPA at. M1�a610F Tiff 0011.[TZ?TRIICPL711E AMOUT� -XMM UICL.�"i°•' OTTIE1t .. _ O�ltS 'AML !!lOttl1L^, 'Y6R►LS ST�tFIiA ARE: t1l 11F . '� CONFOMOW _ ft"apow OF l B441.39 i AM Tft UBC WPORTANT REAS ALL DOTES ON THIS ®RAWINGI _ _ - SYSTEMS PLUS LUMBER CO 1800 S. BARNEY ST. ANDERSON. CA. 96007 ANDERSONCA _ 1 F3-011A ' .lT TYPE: 14 LEN V X; (MEMBER) C 'H 0 R D S W �E B `S` CONC 'LOADCHORDS SIZE+ LUMBER DESCRIPTION' DESIGN CRITERIA - ME118R FORCE HOP. DISP SLOPE/112 LOAD MEMBR FORCE .)T LBS I 1 HLOi GNA20 3.0X 4.7, FR-TO (LBS) FT-IN-SX DEPTH IN (PLFI' FR-T0 (LBS) 1- 3 2X 4 :NO.2 D.F.L. TOP CH. LL=-16 PSF i 2:-IN11 GNA20 2-OX 2.3 1 115 3- S 2X 4 N0.2 D.F.L. DL= ? PSF' 3 PK1I' GNA20 4.0X 4.7 1- 2 133SC 6- 4- 0 5..000 46.0 2 6 337C S 115 S- 1 2X 4 NO.2.D.F.L BOT CH. LL= 0 PSF 4 INII GNAZO: 2-OX 2.3 2-- 3 1005C! S 8- 0 5.000 46.0 3 6 S18T DL__ S HLOI-GNA20 3-OX, 4.7 3- 4 100SC S- 8 0 -5.000 _ 46.0 4- 6 337C ALL WEBS 2X 4 STANDARD D.F.L.TOTAL LOAD 33 PSF, 6 ISO? GNA20 S-OX 7.8 2.75 4 S 133SC 6- 4- 0' -5.000 416.0 S 6 1233T 1E- 0 0 0. 20.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING 24 IN. C/C DESICN SPECS.- A000RO.ING TO UNIFORM 6 1 12337 12- 0- 0 0. 20.0 LOADS AS DETERMINED BY OTHERS AND SHOWN ON BUILDING CODE.-1982 INPUT LISTING. VERIFICATION OF LOADING. INPUT'DEFL. L/240 FABRICATION INSPECTION TO BE PROVIDED - DEFLECTION LLMITATLONS. FRAMING METHODS. IAtJ SECTION 25.1739CA1 UBC STANDARD 25-17 MAX.,PURLIN SPACE- 4.; FT. MAX. UNBRACED BOT'.CH. LEN.= 10.0 FT.: WIND BRACING OR OTHER-LATERAL BRACING.THAT INCREASES(PER'CENT) IS ALWAYS REQUIRED. IS THE RESPONSIBILITY LUMBER= 2S NAIL= 0 NOTE: LATERAL BRACZS AND PURLINS INDICATED FOR TRUSS MEMBERS OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS=1S BCH LS= 0 ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER. AND SHOULD BE NAMED TO TRUSS MEMBERS WITH MINIMUM OF`2-10D'NAILS. NAIL VALUES(PSII.NET PROVISIONS MUST EE MADE AT ENDS OR SPECIFIED INTERVALS CHORDS WEBS TO RESTRAIN OR ANCHOR LATERAL B 7�AC'ING. BY OTHERS. MAX 'MIN MAX 'MIN GNA20 163 142 163, 142 LEFT JIVFRHANG _. 2= 6- A RIGHT OVERHANG= 2- 6- 0 �QF ES �� q CE 2884.' ez 4jE Qf `CALjF4�� a.41 i� S-4-0 Nil�.. :GROSS' BRG' - JT 'REACT IKSX Fil' 1 907 3- S S 907 3- 8� % 1E Dl 3000 _ � 0: CAMSER kP RR-1 0 0-3/8' HEEL= 3/16 _ _ 24- 0- Q _ F. r S �MNiw� & Erection f� a$ Bracing 4%W#F4~ Mardwaro LilMll l/It _ _ -' Gan�rliaBSrfi@Wf,!ma y - t° i;M1�BiS.tOM�6tM6.OF CO�!'0.4Ma SH�ILC NOT BE PEIWITTEOI. T"* WTA SHP , 1lfD THE tNFORMATtoN MEREM. is THE 7110PE RT OF tL1Mfi•NML ALL lJITHMI ,RAC'�116 5►lGiflED tE FOIr. ;. CONM.CTOR�PLJ��TES MRE 11llJFACYIIRI� tL�lll11..IRiST BEAIC.A-23MOE iiANG-NAIL WEST _ ` ATGlOItARr'ANDPGtMM1Mf:erlFCst4 p011HOLDMDCDwoNENT $YSTEfN.. BE. AND i3 NOT% T'O. BE CORED IN WHOLE DR M PART. CA USED FOR $INICINO' MDtYiDUA{.. N MlMABSi-5 AllD NAfi'*RDANCEWfTHTPI. MAFM P*OM:• AN• A7PROVED 4mUrion�ftyFu .IQ i±: �iel1!ts.tllrc."....�iwt9fT76 x-t „ i'.ATES MUST BE 1NSTAt.Lg6 ON SOTM ECTpN.BtAttaU.ANd'MAST Atb FORREffi$TRtatAT6tAt FL•}ICESSHALLIKOENSHMAND UXNj:"DW= WLOITATION OFTHE REJ+S DISCLOSED HERCRL OR ANY Cl- MEIt WAY MAtST lE MT/1LLeD.. 'hNS:M1ED ill! C'AV RO LOAOB ARE:TO E A/PLED TO tME COM--OI$CIO� OR YEE6lC�t' PUIlhBINNO MIFORMATiON TO 07MM& - WES ` "m ASOU"= ARETO Be. FACES; OF THE LIMBER. WiT►q Tiii:TH fUlLr. $E OF lilE � AHD. SiffAE$'- .. -:..... , .r.. ' dEMTINfTIL AFTERALL�MCi12AN0 FA TENINOf ME CC*AFLETE THE SIE ORT�Itt C-0t�"0047SSMALL BE SPE "W8YTHEDlS%3P9t OF THE COMMKM EOUALLY SPACED ALON VAM LOMTH. SMOMAPfY$OUALTOORRETTe�•:- AT NO T%W AHAAL OMX ONEATM THAN OE$SON LOAD$ BE APFUEO STRUG7UIE . CHONO MBI�R MEASBUMEOT0 8CLAT- '.PLATES WUST BSE OF THE t►rlle TNGO1RDi0'al+.afz7ED. - - - _ _. ?07T1lCWYi7FBEf_ - OWAMALLirs"MAWCODK.COM/UAMClLAPPROVALSAMWMFTPRJt- ntOUTHE Ei1ALLY P""%ftl M R SHEATHING. PUIM .aAUii8 M0 _,SATE a CARE MUST E: ENRCs� TO NOTALt. COMPONDIT AT PROPER DES omm OF 7p cowLETEii71UCnm--11FOIIE Lmr4G THIS QJIIltTN6rT:. UNS OR CEiLIND �1TEi11A13, - ftEp9tT1STtE CHAPITO 9iN�T aUT0TRUtW,-JOMTDETA4 25.! E a.�.: +DiARM6 POMTL AMMSIOE UP AND TRWEIM.7 BRACED. READ ILLI 7F THE DE$rAt CRITHMA,LLYiFDA$OYEDOES NOT MEETLOCAL!lALOea6000E REOIRRE- RESTRAWT OF LATERAL a%A�C.'NG:ANQ SriEThR OEFVdmONSOFJOR7TTYP5S AND -„- _� ' `�• AOTW NEREONAND OUTAN ART DESWN ASSISTANCE INDICATED. k-"m TMS O[SION, - ... • - AOOMOMAL MVJM"C FOR INE OVERALL. PUATE: LOCATION$::POSITION PLATES SYM. TME COMM, AND. THE MA-- - _ QANQ NAL$ 6f'S[iMi. MC: E WKMS NO CONTROL AND ACCEPTS - "WHEN TMS WKVM44. -S SI(:I.EO ANO SEAlE4 GAMO-NAIL.SY.'RMS.. MC.:R AP'ROVMD >STAUGITrtE RI 70 E: PttOV10®E 7HE OE. Y ABOIrr JOM M iI1�.ESS O 77lM..'7 SF.87Fi®, ARE.: MI SW- - :CODE -40 5 - INDREWONi1M FORTMEFAWOCATgN.HAMM#40.,---MTAND ONtVTlE STnUCTdtAL,DESkMZf:THE UWSHOWN 0" THE SAM OF CKTA N1OVgED BY SOF 7,M. coypL�ST-TIS:' MENSIONS..ARE SHOWN.. STAWMIL"CONKW*ATYWITH THE o•� rlta$rALlJ�T10M Cf COYPONEICTS. THE CUSTOYiAI ANDD1}DVM! ON TtitS ORAWIN0. NiIETr IRYISiON OF NDB. RITC 8C , .AND TPR - �s ANDERSON 7. SYSTEMS PLUS LUMBER CO. 1800 S. BARNEYmi't C1��t3w, CA. 46007 CA - - A . r Z -U 11F1 - t F J7 TYPE TOFF CH. LL= -.16 PSF U LEN Y X (MEMBER) BLT CH. LL= 0 PSF C H 0 R D 'c THIS TRUSS IS DESIGNED TO'SUPPORT VERTICAL SPACING= 24 IN. C/C LOADS AS OETERMINED.BY OTHERS AND SHOWN ON Ww Lnwsc vwirfTEDElaRtncF71tCOrq.tli GRUCTIAw- A 1 I GNA20 2.7X 7 MEMBR FORCE NOR DISP SLOPE/:12 LOAD WEB'S MEMBP. FORCE CONC JT LOAD LBS ,° 2 PKI K1 GNA20 4.OX 4.'1 4.7 FR -TO [LBS) FT -IN -SX DEPTH IN (PLF1 FR -TO (LBS) ' RZAD AL'L NOTIM Olt! 41 � 3 HL01 GNA20 2.7X 4.7 _ 1- 2 459C S- ?-12 5.000` 46.0'. 2- '4 I 3 115. 4 IN11 GNA20' 3.0X 2.3 2- 3 459C 5- T-12 -5.000 46.0 .10?T 15 a m 3- 4 424T 5- 7-12 0. 20.0 DESIGN SPECS. ACCORDING TO UNIFORM 4- 1 424T 5- 7=12 0. 20.0 BUILDING COQE.1982 FABRICATION INSPECTION TO BE PROVIDED IAW VECTION 25. 1739(A) UBC STANDARD 2S-17 MAX. PURLIN SPACE 5.0 FT, MAX. UNBRACEQ B2T.'CH. LEN." 10.0 FT. NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD BE NAILED TO TRUSS MEMBERS WITH 11INIt nF 2-10D NAILS PRP_YISIONS MUST BE MADE AT'ENOS OR SP `0 INTERVALS' TO .RESTRAIN .OR ANCHOR LATERAL BRACING. MFRS. Q F` Sip q O l � 5- 7-12 5- 7-12 Iml CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITEnIA 1-'2' 2X 4 NO.2 D.F.L. TOFF CH. LL= -.16 PSF 2-:3 2X-4 N6.2 D.F.'E. DL= ? PSF 3- 1 2X'4 NO.2 D.F.L. BLT CH. LL= 0 PSF ALL WEBS 2X 4 STANDARD D.F.L. nom_ TOTAL L0 = 33 P THIS TRUSS IS DESIGNED TO'SUPPORT VERTICAL SPACING= 24 IN. C/C LOADS AS OETERMINED.BY OTHERS AND SHOWN ON Ww Lnwsc vwirfTEDElaRtncF71tCOrq.tli GRUCTIAw- INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. L/240 DEFLECTION LIMITATIONS. FRAMINS METHODS, - - OfTAtM1ALLNECE iASWCODECQ�i MOICMAPPwOttM3iAND*Zr UC.-OOMFnDNYHE D 1 STS-JCTIAE EFORE.ulwtG THIS WIND BRACING OR OTHER LATERAL BRAC!ING.TN4T?Hpar--- CENT) IS ALWAYS'' REQUIRED, IS THE-.RES-rONS121ILITY LUMBER= 25 NA OF THE PROJECT ARCHITECT OR: ENGINEER. TCHLS=l55BCH LLS= 0 GANG NAIL SYSTBIt, ttiC:.EXEat?SB NO CONTROL AND ACCEPTS.VI►;II SW1t£4fG181B1UTYFORTHEFA@INCATMKHANZSgMSMWAWXrA"D NAIL VALUES (PSI),NET ADDITIONAL. BRA, -AM FOR THE COVERALL. l3TIR1CTLAIE lS TO E PROVIDED /T T1# DE - CHORDS WEBS' MSTAL[.ATION OFC UPDRENri . MAX MIN MAX 111N SMiiNEt10F THF. OOMPiiM 3TMRICTlMIL ONA20 163'142 163 142 LEFT (IVFRHANG = 2- '(,- a RIGHT OVERHANG= 2- 6- 0� " GROSS BRG JT REACT IN -SX 3 -488 3 R BUILDN �,M f'1- 3 8 ENNIT CAMBER= 0-0/8 HEEL 3/t6 3000 3000 Wk Net rftgL -0114b- It ffE E L- a v, lam.= s a c COMM HA --� - rsNlaet+�or s Iwfshrnw�ties� Bracing Infaa-;i-Aton Connoctor HaPdww* TU"G Of COMPONENTS SMALL NOT EPERMIITLn. t TLIMPORIMY A/q.P9tMANf!!T BwAcfIG:rGR NOLOaID. COra/OMIENT PLUM.AIq fORl +tfT1NG LATE71ALfOwCli'JMAtifEOf3MDME'�AiC 7" WASHEETAwO.THE fefOwtMT4a HEREOIL A'Tl+I:.N'tlLTiwTY Of tiAIMG.H"AHL VSTOW. f -- AM IS NOT TO E. Cap= IN W HOLE OR n PART, -ORI = no ..ALL LATfAM;. SRACf�G YE.CIfED.If FOR !RACING "VIES MPSIM - - OOMMECTOR 67.ATO +YIE ►diRA'AarUM 1 r Iw6TAt4ED RY CTFEwi NO LOAOi ME TO E APPLIED TO THE COW ' POMHdfTUM1L_-MTEAAL4eRACI1G6M1OfA3TFJwwOSANECOtwSETE tAIAUTMOAQE6 E"LOITATiOw Cr THE lT06 DISCLOSED M611N. OR IN ANY OTHER WAY DISCLOSED OR IMO FOR IUMmoMiRo vrCM"TMOM TO OTM®It - Tl*tm(FTMCCwONII INDPOJOUAL NI AM 'MUST E INSTALLED.. �sSRACE3.w►t99EfWV>IIiD.A7lTOE ' /f +1CP.7110_ �1MLi ETTM TM MAwK PLATE MUST ' E Ji1SfA.�1�p QO STH INS AT No TIMESHALLIAADS GREAT3t THAN DEM -09 LOADS EArrum 'ia Ww Lnwsc vwirfTEDElaRtncF71tCOrq.tli GRUCTIAw- souALLY SPACED ALC7a SNEE LHMOYNL - (ACEI OfIIE tLMAEJl IIRrf"TZL wPuLL.r. E`` gyp®. THE ONEN1;. CARE MUST BE EtERasm TO. anTALL COMlpBNr.AT 7w0�6t.. SEMROIt. - - OfTAtM1ALLNECE iASWCODECQ�i MOICMAPPwOttM3iAND*Zr UC.-OOMFnDNYHE D 1 STS-JCTIAE EFORE.ulwtG THIS CHORD IEM@q ARE ASSUYEDTO E LAT- - EP LLi.Y RESTPAIRED BY SHEATHING, fliF � .. ,9M ftxrw wj7r E OF THE Slit; QALGEANA'. TW CAfAGTTI� SMOEIN. POfim RIGFIT SIDE IJP AND PROPIMY BRACED. READ ALL . r' tHOrFS MSEC-JNAW ofTAtN ANT Df3iOlfAss4TklCE fHOKJtTED: OOwrCJMEiVf. MEMS DD IIQr1JE•71n1 LsWAfOIIE DDE111DT MEET LOCX S1AlDSA CODE REOII - LIES ON CESLIN: YRt3MK1 RESTRAINT OF LATERAL MCoRO JMaf 1E3E11 ToiTE-AtJTCTTIRtIS-.fO1M��TdM^ »O IEETPCROEFMfrrsMfOi.ORa-MiAf4 GANG NAIL SYSTBIt, ttiC:.EXEat?SB NO CONTROL AND ACCEPTS.VI►;II SW1t£4fG181B1UTYFORTHEFA@INCATMKHANZSgMSMWAWXrA"D TMB DRAWMG 13 SVNED ANO SEALEM QhftD.NAtL SVSTEIAL SiC.'ti APPROVIIq ONLY THE STRUCTURAL DESIGN Of THE UaTIMOM ON THE SAM OF ADDITIONAL. BRA, -AM FOR THE COVERALL. l3TIR1CTLAIE lS TO E PROVIDED /T T1# DE - PLATE -LOCATIONS; P�1r7CAN: PLATS-SYtf- • -71 ltETltIrXLT ABOUT JOSTM LA'ILEf@OTIIIF MSTAL[.ATION OFC UPDRENri . DwTA P110V10ED f1! THE CU rromm AND SHOWN ON THIS EwAYINLG, : SMiiNEt10F THF. OOMPiiM 3TMRICTlMIL -'T91 omemstows ARE. SHOWN. SEE Icso T STA _.•. 1 iMIG;:-11ErOKrTSlIIfOCA7!-1Biiid7 -L47 PLATE.COMPLtANCeL JA14. IMPORTANTa RZAD AL'L NOTIM Olt! 41 � 11 LW - LWAER MUST. SEMA-.GRADE . 'I •. •.-_�.�`� _ . 'FROM'ANI AP1+R - OVER L'SUREAU � AND,MUST id2§ L'*-. any Pbm WIL � fw1AE. vraimemo n U195-... ` E SIWAMIO speaes NEOUALTOORI ITER- - - - - - iRAOE'-E'CInEO. - OAiE CHARTER. ME MEMBER ,lU1. 23.1 _ Fp MON-SAND. THS: MA- - - 'ter - - - JOS PKIIA EN ,1 ECIFED S/Ms- ONiOR1AITY 1T7 W WITH TINE 09"ON OF NDS, NTC " ,URGE a_ is r. SYSTEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERSON, CA. 96007 ENGG R.. 'INGERSON-1401 7/24!85 CA 1 F3-011 A JT TYPE. W LEN YX (MEMBER) C H 0 R D'S W E B S CONC LOAD CHORDS SI=ZE LUMBER DESCRIPTIOR DESIGN CRITERIA MEhaR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LBS 1 HL01 Gt�A20 3.0X 4.7 FR-TO (LBS) FT-IN-SX DEPTH IN (PLF) FR-TO (LBS) 1-'3 2X 4 NOD.F.L. TOP CH. LL 20 PSF 2 IN02 GNA20 4.OX 4.7' 1.50 1 ISO 3- 5 2X 4 NO.2 D.F.L. DL= IO PSF' 3 PK12 GNA20 4.0X 4.7 2.2�Sf: 2- 3l' 1- 2 1110T 7- 4- 0 S.000 60.0 2 E 1626C S 150 S_ I 2X 4- NO.2 O.F.L. BOT GtI. Ll- 0 PSF 2- 3 44C 6- 8- D 5.000 60.0 2- Z 81'IT DL 10 F IN1T GNA20 2. AX 2.3: TOTAL LO'` +y PSF 5 HL01 GNA20 3.OX 4.7 3- 4 900C 6- 8- 0 -5.000 60.0 3- 7 6720 ALL WEBS 2X 4 STANDARD D.F.L. 6 IN02'GNA20 3.OX 4.7 i.7S. 4- 6)' 4- 5 1151C 7- 4- 0 -5.000 60.0 3- 6 630T 7 INO2 GNA20 4.OX 4.7 I.50 5- 6 1063T 9- 6-10 0. 20.0 4- 6 3940 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C 8 IN11 GNA20 2.OX 3.9 6- 7 44ST 6-10-11 0. 20.0 LOADS AS DETERMINED BY OTHERS LAND SHOWN ON 7- 8 436C 3- 4 20.0 INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. L/240 SPLICES 8 1. 102 1-12 0. 20.9 DEFLECTION LIMITATIONS. FRAMING METHODS: 6- 7 SP10 CNA20 3.OX 4.7 WIND 'BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) IS ALWAYS REQUIRED. IS' THE RESPONSIBILITY LUMBER= 15.-NAIL= -8 DESIGN SPECS. ACCORDING TO UNIFORM MAX. PURLIN,SPACE 4.5 FT. . MAX'. UNBRACED BOTCH. LEN.= 5.7 FT'. OF THE PROJECT ARCHITECT OR ENGINEER. TCH LS=15 BCH LS= 0 BUILDING CODE.1982 FABRICATION INSPECTION TO BE PROVIDED NOTE: :LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS NAIL VALUES(PSI).NET TAW; SECTION 2S.1739(A) 'UBC STANDARD 25-17 ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER. AND SHOULD CHORDS WEBS BE NAILED TO TRUSS MEMBERS UTTHMINIMUM' OF 2-10D NAILS. MAX MIN MAX MIN' PROVISLONS 11UST BE MADE. AT ENDS OR SPECIFIED INTERVALS" GNA20 163 .1.42 163 142 TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS., - LEFT CANT I(,+rVFR = 6- 0- 0 LEFT OVERHANG 2- 6- 0 - d RIGHT OVERHANG= 2- 6- '0 a CE 28843; sll OF r` - - R _a 6- 2- 0 tr - c t sce GROSS 832G _ BUTTE0 { JT REACT ZN-SX' (`, $ 1627 3- 8 - ILUR OG MPA&TMEl' 'FT s 5 913 3 8. 3000 z, CAMBER- 0-1/8 HEEL= 3/16 28- J- A R"Y EDt Ur"Won; Also M"Sb w Into ma"ow lrsei"taw Mkor"w• Lumber � _ I }' WORD V AND P Mi-OF 3 iULL L0'i EliI zffmOPWIT THIS TE L, IN flfET W AMR II0WdW M Md1QOq. B rIN PJWr, CR SMR SPACING P40PAC OL VM NRWSERS MA ACTOR KAM AAE N:MQIPACTUN�D ARK M MUTT * A A GRAM V90 • - - r.f - Af0 PERMANENT ttRAcaoe roIA HOLOc+R uE.rDI�a�LT ararEus...c :woo O ROT Ta srt sones IN rNi06E tElt � PARf, 0R useo PCR ftL-BAMK-ftilE6t5TM'3LATEtALPOMUSW.LLEOMIGNMMO UWUTF OPMD EWIL riATION OF THE ITEIRS O CLOS DMCF".OR 0 AW OTHER WAY .MUST MEIlKTMAM - 0A11�P'bCT1�01� L�� a13T � �� •_�lfyhiff�101I M1�: IN ACCORt)AiLCE 11RTH TP7. by PMoe, iLE. _ r PLATES W35'r 8E. lWrALLM JN /QTlt' _.. - q AV,'M.R OTHERS"LOADS ARE TO 3E APPLIED TO THE CCN& DISMOND 011 IAtm FOR RMOSIMM WOROWTION TO OTHW& - WEE MACIOL MNGWRIC LNFE0. ARETO DE : PAM OF T19E ldlfA6eR' 1N1?f1 TEETH FULLY SE 0P 'TME UVE AND APE=$- POIBr:UITiLAiTElf ALLA.?ALINB AND PA:TPlIIIRJi AfECpILETE--TMEtISE DP TFfl3t?OIIMD.lxT 3HALLRSPeCMlm7 EY TFIEOGACLNlIt aPT11EC0M!'LTTE . smom LYSAAceomno0 vimaflfim :. ENNIEDDM SHOW +AMMAACT00GII9"M - - }p Arno i wE'3mow4AiaA0YovmTeRTIMR OeII 1 LAActwArr1FD sinscTum -., - CF1011O MEMf[IM.MEA6Slk/IDTO BEIAF- PLATES MUST dE OF7FfE st2i: 'CJNIl3EA?CS 7"" Miff Qb1DE Sf6CfFim.. _ GATE •�.. .3bi%+ l - _ 'M?w_.0%IP'0NERr O!IiAMJ WZEMWf=MCDWVAft=&AMMNM.SMOPWrM=CMFPOMTHE MAUX PBTRAIMM RY.. Sl4EiTW#M KW :CAPACITY SHOWN-aim 8i�t- •?l9L'nasi BE.AX1010510 TO NUTAIt CCfPONBfT ATPROPEII Df31ONEft.Os TIE cowp-Tf 3TAUCTtAlE t+60RE.USNLIi THm CONPOImr. . ' UMDR CEILING NKTMALIL .. i ReF9fflT0THE-MR0TFXA&WJIJWwrA9L: A'..iyg b�RA - F 24.-IAS T - EAAYLC PDwmmaNT sm tw Am P"ormY wiAcm RAO ASL wTMEr'"mi awmALamA60VEOOE3NOTMEETu)CALSJiMMGcOD mMLOAE FARMWAxfC CF LATERAL BRAONG.AND .9MEETF0R-0MNM0NS0FJ0M1FTYPE3AW -Joe NUMMA ES NO f. t -NOTHEREON A.CSTAU4 ANT.DESON ASSWANCE 90"TM i1tN S. H,Q'T EAE tali �t A0ORIONAL. ttRAQW .FOR ION T _CVERALL T PLAM LWATIONS. POSIT.. PLAT'S 3"6 THE. Z MAI AO THE- . QAM6-NAIL SYSTEMS. MG EXERC9ES 00. CONTROL ARO ACCIP i WW14 TM3. D►lAC'.MR`s E 9@IM ARD 3EALM GAN144AIL-SYST903. W_ If APPMNO* STRUCTURE 13 TO EE PROVIDED BY THE-Di i MORIGALY AF3MM JOlf"S UPNESS OTHER TE ACS WSC FIED AA¢ R7. MM- -cove . ._.MT OF TIDM.FLIIIAUfKii„�IpLENi'AtO Er US testi. o w000 N 0* Two 01M f CN TME QIISiS OF W.TA PRCTYIDIO QY J10M�10FTYfE CONPLETi 3TilUCTU1LE . Rl!SEM c RREPo" lTbH 80CA� 7� l � ttxrmT IIEIA.IWXfnAL � O { or NEW � � - ':U� B -4129 1 owo"Emm`. - - PORPLATECOMPUANCES. : -' AND TEL IMPORTANT: READ ALL NOT36 ON TH160ftAWINGI � R ANDERSON SYSTEMS PLUS LUMBER CO. 1500 S. BARNEY ST. ANDERSON CA. 96007 I F3-011A- JT TYPE N LEN Y X (MEMBER) C H U R D S 47 E _. CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBRFORCE HOR DISP SLOPE/32 LOAD ME69R f-,>RCE' _JT' '$S 1 HL01 GNA20 4.0X 4.7 0.25 - FR-TO (LBS] FT-IN-SX DEPTH IN (PLF)' FR-TO (LBS) 1-- 4 2X 4' NO.8 D.F.L. TOP CH. LL=-26 PSF 2 INIi GNA20 2.OX 2.3` - 115 4- 7 2X 4 N0.2 O.F.L. OL= ? PSF 3 IN02 GNA20 3..0X 3.9' f- 2 I599C 6- 1- 5 5.000' 46e0 ?-11 267C T i1S 7- 1 2X 4 NO.2 D.F.L. BOT CH. LL= 0 PSF. 4 PKII GNA20 4.OX 4.7 2- 3 1388C S-15- 6 5.000 46.0 3-11 403T DL= 5 IN02 GNA20 3.OX 3.9' 3 4 743C S-.5- 6 5.000' 46.0 3-10 S30G ALL WEBS 2X 4 STANDARD O.F.L. TOTAL LOA 33 PSF 33 6 .IN02 GNA20 4.0X 4.7 1.SO 4 0 743C 5- S 6 5.100 46.0 4-10 3237 3. 7 HLO1 GNA20 3.0X 4.7 S- 6 87C S- 4-14 -5.000 46.0 S-lO 2377 THIS TRUSS I5 DESIGNED TO SUPPORT VERTLCAL SFAGING= 24 IN. C/G 8 IN�1 GNA20 2.OX 3.9 6- 7 8197 5--�2-x.'000 46.0 5 9 7930 LOADS AS DETERMINED BY OTHERS AND SHOWN ON 9 INO2 GNA20 4.0K 4.7` 1.50 7- 8 75 6- 1-12 0. 20.0 6 9 1156T INPUT LISTING. VERIFICATION OF LOADING,, INPUT DEFL. L/240 10 IN03 GNA20 3.OX 7,8' B- 9 756C - 20.0 6- 8 1409C DEFLECTION LIMITATIONS. 'FRAMING METHODS, 11 IN02 GNA20asX 3O.`S 10-11 1Q82T 8- 2- 0 0. 20.0' WIND BRACING OR OTHER 'LATERAL BRACING THAT INCREASES(PER CENT - 0 0. 20.0 IS ALWAYS REQUIRED, IS THE RESPONSIBILITY LUMBER= 2S NAIL= 0 SPLICES "i l- 1 14767 8-10- fl 0. 20.0 OF THE PROJECT ARCHITECT OR ENGINEER. TCH'LS=15 BCH LS 0 2- 3 SP10: GNA20:::;.�� 4>T S- 6 SPIO GNA20_ •X'_4.7 NAIL VALUES(PSIJ.NET .9-10 SPID GNA20 3.0X'_.?` MAX. 'PURLIN SPACE= 4.5 FT. MAX. UNBRACED BOTCH. LEN.= 6.2 FT. CHORDS WEBS DESIGN SPECS. ACCORDING TO UNIFORM NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS , MAX MIN MAX MIN BUYLDING CODE.1982 I GNA20 163 142 163 142 ARE REQUIRED TO REDUCE' BUCKLING LENGTH 'OF MEMBER. AND SHOULD FABRICATION TNSPFGTTON TO RF PRDVTOED RE NATI.ED TO TRUSS MFMBFRS 417TH MTNTMUI"! OF 2-1QD NAT1 S. IARIGHT t ANTIl.EYER= fa- 0= 0 ' i! SECTION STANDARD 25-17 PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED' INTERVALS LEFT OVERHANG = 2- 6- 0.. # TO RESTRAIN OR ANCHOR LATERAL BRACING.; BY OTHERS. RIGHT OVERHANG= 2 6- 0 ' /.cr 7- FE } �ltF CE 28843 * 7fAft s ?- fl o Tf OF. CAL\Fp41POP Q m� - 7-S-0 - • GROSS BRG JT REACT IN-.SX Fl 1_ l p, 2 964 3- 8' UDINGD&AFt-WENT 8 3510 3- 8 3000- r 3000 CAMBER= 0-1/8 HEEL 3/16: 11 not a. ,. . .. r-_ s - s � • R alisosi eimw Iw w arms" fwirsr Efw� iar�w�ar lambs 1R$b -- ' CM}UOQCSNOOf CU�a/pNBtTS�uCL Not .PfRMTTlD T►1•t DATA am" mw Time wP E ClRartT10W MEREOIL I!: TME A1: GF O':�lBltL 10.1 LATIEtAt GRACING SRECIpEO..15 FOR +OR..M.A7WA1fE1fMRM11G'f(NlW LUWIBl11 MUST NEARa 4" WElJT A dUUE : � �, 'Ii7APORARY A7IG ►EiIYAC�pJtT 871AC1K3 f011 HOLOWf'.C.011P011lM 7Ti:i'JW. IlNr_ AM W 1107 TO BI: COP= IN: 1W' mf OR so "Airr GR USED FOR amdoW IN6MOIJM. MIEe MEYIIm AND . M1 J�C `u3RDAf�C)t YPITtTTff , YIAIIK. FROM AN Af.^ROVID:. MIS WJp1 !♦ry /I1pl..1j.E. �1r,- 's H.IMW:AMDPDRMMSiITgUT9tliCfO11CFE3MAtLBEOfSIC;NiDAKJ LIMUTMOIM�t1 ExRORAT10110i TM Rpt3 DISGLOalO I7111OIR 01fW ANY �,'IN VON WIT lit-OSTAWp; 'PI.ATEE '�RiET - WifAiLB4 OM- !1�1TY 6CTION OtMItM! AIO..I�UbT- Z FOND Li60Y OTN[71E. NO LOADS A wa,,A$ Mf4GS O TO T►IEG.Mi- OI/CiO/E0 011 URD f011 fN1wWM11tf-ni011W11To0R Tb.O�li#1S. - V" 9RAC9L W"ER! Rl?0IJ AM AftETO8E .. i PAMS OF-7ilE UJr�9t M11TH: TEE1iF Fi71.1.Y �.:�- THE Sol: A10 C1L1 - - - - w FONIMI'URN.At'JFJIR[.:.MACn�3AMb'IABTEtGNCiSAN'S..AM►LZTE_--7lWYEEOFTMi[ '01817!wLLDllEit'f�/nTMOGTION6tCfTMEG3A:lLEYE . EOUALLY:SPAC60ALONGNVEfLENBTM. ;.1�,{mpa -. -�- W OF an AM WecKR ` • TOTMAT NO M181 rAW.,AOB GREATER TMiN p[Si6N I,O,�pS BE AITLim =i1RJCTIJIE - 'CHORD MEMS BAREASSUAPF=TO ES LAY. �.CJWICITr S110W11..�Tiil St2i;:61U0£Atq T1aAN THE ORAD@.OPEC-P1EO. 4c; TOTMEG01Mt'kWNY;. CSTAM ALL NECEI IARYCO EOOMIRIJ0 1MAPPROVALSJWO 909TRUCTIONE PROMTIIE UDIIiORRBST A0*0 I ALLTMN4 PUR. CIbM'T�iJN1Ck7O BE IGHT IDE TO WT7AL4COM ONENT ATBRACED.F P' DALL BE3OMMTMD SI NCRITE 0tiai7lS A9 OvR1��OPEUWNfi7iYE COYPONEM: FS TOTMI'IM/TOTMXB JOM fDWAIL �� BiMIMia,PONSSR106fT S1fE Uf.11Mi PR0PEREY BRACED.AFJ10l�11 i2MEOElION CJIfTE11M UiTEL1MQYE00E3NGTMEETLOCJILeUILDR1G COfEMO11iR6 Af3TAAGtT 'OF WiIRAt. YIMCIN3- IWO 1)WTiOR{iT101AOf.lOR17TYlls11lf0NOTii i/EiMEON AMP Of TAW MtYffSMYf ASS.STANCE iM!S7CATID:wafR'a pQ�lOS U6ET/!IS OESKII. ADOMONAL IRACINQ- FOR THE.:OVERALL -:PLATE LOCATIONL POSITION PLATES2VW THE. DESIGN AND TME lW JBfANG4"tL$Y3TEN& IN(-E]Z=-6ISM NO CONTROL AND ACCEM VINMI'M CRAWIN6 W 39NM ANDS61LED, ® PIG-MAE:7lYST9 IftQA1APPROVIW STRUMIRE. MTO BE: PROVIDED MY TME M : METINCALLY AW f:J01N7iUMl>it-.CM" • TaRIALS.SPIOR If ARl 1N .Slli- M011ESP'ONSIBN.IiYPORTTL-i,d11GAT10M.MA++DLWGSMPMEIiTARD OKYTMgiTM1CiLRALDESIOWOFT1lilI1lf SMCM/N CW THESna1s QF0.;`A PPIfYY.7fDW SKAYER Of THE COi1Kl7E STRUCTURM. "DIMENdlONi J1lti. IMO& SEE ]CSQ STAICTIAL.CONPOMIITRE IN S:x -N73TAL1ATION OF:COMPONO.TI. TMECYFTOGAIR ANO MIOWM.l11 TMIQ iRA1R1NQi `RESEARCI RO'QITT 1329A SOCA 7i1B il{-Bf LATMIT �.PeVM M Of NW. MC.'� � 404 POR PLATE COMPLlA11CCS. iWRAFtPARtTt titSD ALL 1iO"&.d* THIS �A�_il/lNQi ANDERSONSYSTEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERSON, CA. 9600 ` CA '< ! F3 -C I A _ K JT TYPE -D LEN Y X (MEMBER) ; C H: 0 R D S 14 E B S CONC- LOAD CHOFIDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LBS 1 HL01 GNA20 3.OX 4.7 'R -TO (LBS) FT -IN -SX DEPTH IN ,PLF)' 2 IN02 GNA20'4.OX 4.7 I -SO FR -TO (LBS) 1- 4 2X'4 N0.2 D.F.L. TOP CH. LL= 16 PSF 1 1IS 4- 7 2X 4 NO.2 D.F.L. DL= 7 PSF 3 IN02 GNA20 3.OX 3.9 1- 276ST 6 1- S 5.000 46.0 2-11 16530 7 115 7 I 2X 4 NO.2 D.F.L. `BOT CH. LL= 0 PSF 4 PKII GNA20 4.OX 4.7' 2- 3 829C 5- S- 6 S.0001 46.0 2-10 633T DL=- 10 5 IN02 GNA20 3.OX 3.9 3- 4 1003C 5- 5- 6 5.000 46.0' 3-10 3SOC ALL WEBS 2X 4 STANDARD D.F.L. TOTAL LOA 3 PSF 6 IN1 11 GNA20 2.OX 2.3 4- 5 1003C 5 S- 6 -S.000 46.0 3- 9 160' 7 HLOI GNA20 3.OX 6.2 - 5- '6 1648C 5 S- 6 -S.000 46.0 4- 9 5237 8 IN02;GNA20 3.OX 3.9 6- ? 18600 b 1- 5.0(''. 46.0 S-'9 S30C' THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C LOADS AS DETERMINED BY OTHERS' AND SHOWN,ON 9 INDS ONA20 S.OX 7.8 7- 8 1717T 8-10- 0 0. 20.0 5- 8 403T INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. Ll240 10 IN02 GNA20 3.OX 3.9 1.75( 3-10) 8- 9 1323T 8 2- 0 0. 20.0 6- 8' 267C DEFLECTION LIMITATIONS. FRAMING METHODS. 11 INIL GNA20 $.OX 3.1 9-10 9387 3 2- 0 0: 20.'0 WIND BRACING OR -OTHER LATERAL BRACING THAT INCREASESWER CENT) 10-11: 3037 4- 8- 4 0« 20.0 f SPLICES I1- I 707C 4- 17.32 0. 20.0 IS ALWAYS REQUII2cD, IS THE RESPONSIBILITY LUMBER= 25 'NAIL 0 2- 3 SP10 GNA20 3.$X 4.7 OF THE 'PROJECT ARCHITECT OR 'ENGINEER. TCH LS=15 BCH LS= 0 S- 6 SP10 GNn20 3:0X.4.? NAIL'VALUESIPSIl.NET 8 9 SP1O GNA20 3.OX 4.7 MAX.. PURLIN SPACE 4.2 FT. rAX. UNBRACED BOT.C:;. 'LEN. 6.3 'FT, CHORDS WEEDS MAX MIN MAX MIN � DESIGN SPECS.. ACCORDING TO UNIFORH: NOTE: LATERAL BRACES AND PURLINS INDICATED FOR'. TRUSS MEMBERS" � GNA2O ;163 !42 .163 14^c BUILDING, CODE.L982:- ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER. AND SHOULD FARRICA3TQN TNSPEC71nEf TO RF PRQVTDEO BE NATLFn TO TRUSS MEMRFRS WITH MTNTH1;M nF 2-10n NAT .S. LEFT CANTYI FUER' = 4- 0= 0 IAW SECTION 25.1739tA1 UBC STANDARD 26-17 PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS 'LEFT OVERHANG 2- 6- 0 TO RESTRAIN' OR. ANCHOR LATERAL BRACING. BY OTHERS. RIGHT OVERHANG 2- 6- 0 uj CE 288 F _ l7 0- 0' zF L�ll��0 !7 0- 0 a a K _ - 7-6-0 , GROSS BRG .ftffrE C0 JT' REACT IN -SX Q 1I 1U ILiQ 11 1409 3- 8 IObS 3- $ 3000 - UILDImG :.R:E` - 3000 - _� CAMBER -0-1/8 HEEL= 3116 - � - 34- 0 0 . :_.. � Ih�eNlas �� ., *�� •-mss - �� deer* w� � ►wouN6aFoowFvnam sutL rwr eE a�rrr6o. 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TtlE�Aurvtt¢aa.-.+DIwTD�E. ,'.C/,�i:,R� �IeneeQ ..'25.1 tom,_ t :EFAANQ FOKT!•fII.7FiT.S10E LVAiID FNOPERLT:9iWCFL:..4£AD ALL FT?E �iSI�I CAFT®11A L1STFdA00VFD06MOTVAMTL.00ALJUEDM6 711RR RES7mww OF L,,TEML :aNsCn= MO"E-AUTNSOF.IORFTTTFMAIL � f ,FSg M9RDN ANO OlTA1N ANY.O£S}6It ASEISTAMCE lNO1CATtO. n�fT3; 89 N9'T tJlE TFiS CE!l+OLI: - - - ADDffKMft BRACING FOI.. TNS: OVERAL.►TIOF7;s. FLFSi720R RAM .SrLi TME , DEEIQ}/ :AIq :T+E CN16NAIL. !TRUSS +NS, E MACb�.S NO CONTROL AND sd'.LZF M : IOF@f TMS ANICM'NKi a S/ciNED AMO.SEAtE7. DAI/o +1a+L:s75T�a, u.G a AI'FIIO'KMeO. ;... i .wD RE9P'OMJ,1llRITYFdtTIEFAE.IIYJ1710N.MJVICIINo.5t11FfRLNTAl10 ! ONLY THE �•Fm1C'R111E 13TO6E FFQVIDW !Y TME.DE ASSAJT .10I.!'Ts LR Si TULSt�.'SFfC&rED AW_ a X!♦ .� . s - STIRICTURAL CiES9bl'I Of TME t/IRT 3MO.IIt 071 TTIE M!!a OF DATA figVlDl��OY - am" OF Tf1E CBrtIR.ETE 3T12 -c tum /SMEEMOWtt.STAMTLOLCOIFOIM.1TTitlT}7ilE'2EtTALLAT1pM OF COMAOIE+fTS: - TME. CUSTOMER ANO S�10lw1 ON 7MS DNAWINO _ - : _ - OF NDi. B - _ j 1_' ' L'�- LATEfT-11lYfbON AffC> _+ : - _ :AND TFi _ UBLF z IMPORTANT2 PRAn Ai_L.W')T1rftL aY Tum nftArA11Ufh-f- , ANDERSEM _ •SYSTEMS 'PLUS LUMBER CO. 1800 S. `BARNEY St. ANDERSON, GA. 96007 CA • ' JT TYPE !i LEN Y X: (MEMBER) C H 0 R CJ c Li E B S CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN 'CRITERIA MEMBR FORCE NOR DISP SLOPE/12 LOAD MEnBR FORCE JT LBS,- 1 HL01 GNA29 3.^X 4.7 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF)- FR -TO (LBS) 1 4 2X 4 NO.2 O.F.L. TOP CH. LL= 16 PSF 2 IN02 GNA20 4.OX 4.7 I..S0 1 S;iS 4 7 2X 4 NO.2 D'.F,L. DL= 7 PSF 3 IN02 GNA20 3.071 3.9 1 2 819T 6 1-12 S.000 46.0 2-11 1409C 7 i'IS 7- '1 2X 4 ND..8 D'. F. L. BOT CH. LL= 0` PSF 4 P911 GNA20 4.OX 4.7 2 3 87C S- 4-14 5.000 46.02-10 ifSbT Cl = 5 IN02 GNA20 3.07: 3.9 3 4 7430 S- 5- 6 S.000 46.0 3-10 7930 ALL WEBS 2X 4 STANDARD D.F.L. TOTAL LOAD` 33 SPS 6 IN11 GNA20 2.0X 2.3 4- 5 745C S-:5-,6 5.000 46.0 3 9 287T 7 HL01 GNA20 4.OX 4.7 Q.2 S 6 1388C 5- 5 6 5.000 46.0 4- 9 323T THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 8 IN02 GNA20 3.OX 3.9 6 7 15990 6 1 S -5.000 46.0' S 4 530C LOAD, AS DETERMT`lED BY OTHERS AND SOWN OF, 9 IN03 GNARO 3AX 7.8 7 8 1476T B-10- 0 0. 20.0 S 8 403T INPUT LISTING. VERIFICATION OF LOADING. INPUT 'DEFL. L/240 { ; 20 IN02. GNA20 4.OX •`_t.7 1.50 8- 9 1082T 8- 2 0 0 20.0 6- 8 267C DEFLECTION LIMITATIONS. FRAMING METNJOS - 11 INII GNA20 ,2.OX 3.9 9-10 470T 8- 2 0 0. 20'O bILND BRACING OR OTHER LATERAL BRACIFG ?HAT INCREASES(PER CENT) IO -1`1 756C 2- 8 4 0'.- 20.0 IS ALWAYS REQUIRED. IS THE RESPONSIBILITY LUMBER= 25 NAIL= 0 SPLICES 11- 1 7S6C; 6- 1-12 0. 20.0 OF THE PROJECT ARCHITECT OR, ENGINEER. LUMB R=i5 BCH LS= 2- 3 SPIO SNA20 3.0X:4.7 5- 6 SPIO GNA20 3.OX 4.7 NAIL VALUES(PSI).NET 8- 9 SPIO. GNA:O 3.0X 4.7 MAX. PURLIN SPACE 4'.S FT. . MAX. UNBRACED'BOT'.CH. LEN.= 6:2:FT. CHORDS WEBS MAX MIN MAX MIN DESIGN SPE:S. ACCORDING TO UNIFORM NOTE: LATEP.AL BRACESAND PURLINS INDICATED FOR TRUSS MEMBERS` GNA20 163 142 163'142 BUILDING COOE.1.982 ARE REQUIRED TO REDUCE BUCKLING LENGTH -OF'HEMB£R. AND SHOULD IAB SECTION r. .- ED BE NATLED TO TRUSS MF_llRFRS' UTTH MTN .`:IJM OF P-1011 NATI S. _LEFT CANTTLFVFR = &-a- t FABRICATLON INSPr('TTQN' TD DF PRCIVTt) EC -ION 2S.1739CA) UFC STANDARD 2S-17 PROVISIONS' MUST BE MADE AT ENDS OR SPECIFIED INTERVALS LEFT OVERHANG = 2- 6- 0 TO PRESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. RIGHT OVERHANG= 2- 6 00 c CE 28843 12 lE- CA�F4 _ j D 0 S T GROSS: BRC jy� JT, REACT' IN -SX �i ®MUMED7 ■ 12 1514 3- S , a 7 964, 3_ 8 3000 3000 SAMBEF- 0-1/8 HEEL=' 3/16 ) ' 34- D- 0 E D a - CAR3ESS MAMDL7N6OFCO►APONBFtS b7NAlt M6T lE IEJM•T'TED, ThNi OATA>M1R /uYOTfE InFOIf1wRWF NIEP7fOR. is THE PMOPYTT: or QAIN(i171AA. ALL :A1d111tM(3 SFMC7F7E0 n FOM: GOMaECYOR PI.ARIi ARE i1MKiFACTUMEiT Lu70itM 71RNST iFaNP i1 flMADE i PUAMRAAY AND-ESiST OLA gMACMO.!r IN ACCORDANCE VM M. MARK FROM AN "FROVIC. - � :4. L4MNNN.;Ow plo A.�. o:Som i•, WL*AVV n go -a6 .. r * .AI MOLooma COMPONENT 7HTtTENq„ mc- Am ■' NOT TO m Como In WHOLE: OR 7N PARI. a'A'LABD FOR SRACN1ID IIKMOUAL. Wef 31Et AND INSTILLED SOPIRE573TI.Mi[ATE#NAwTOe,7 TEMMLBEDTO THE0AND oncLoomon E1NFLOTTATgR OF aiTE RCAF 019CI.QSED MFINEM.ON1111 IRI QTS�IIYAY ER3iT f[111iiTiJ11D. PLATES' MUST 01 MTAum On wTm �O RA1E�U AND wjST PONENTELwnLD i1r OTHERS. NO LOu1i'f SM FA SE APPNNAGS Alk COM 9 OM,ETE .. OT"E UK FT"Mi c f01OmEN Ii7fia'fl.7NFORMATlOr TO 4ii�C7S nli lMCGf. NMEfI[ AlpU7RE0. Al TO SE.. FACES OF TME.:U)UIi WTH TV- MALY ME OF TM am A7p..:w EG7g AT NO IMESHAF;��.tin.w�NGllR/.fASTEMN11f3SAgECOEDSETE T►NESSEOFTMNiCOeOPIQ1f•all"Ausa9PEC44EDNTS/EOEwGRmIIOFTMECLT+A'1.1<m OMMLYSPACMALOMWEDLPlNQ74 SHOWNANOEQNILTOOMMITTETP. AT NO TTNNESMA!•LLOADS GREATON THAN DSKiN LOADS SE m 4 m ST1NJCiUMt.. _ - - CHORD MEMMERS AAEASSULFD TO SE LAT. - K ATES NKJST BE OF THE 9= GAP_"JE me num TME GRADE wecir1lD. TO CARE CWMbN EX OfTAMAUIECMMMWCMECCW LANCESAPPROVALSMOIw6TPK=IO� f"MTFE CMLLY RMTKUiED..®Y SWATHwr' PUP, CAPACITY SH00 V..- * CAnE +AusT HE EXE4Ct9t a. TD YNSTALL GO✓-.GINe1T AT PI,GPER OcsND1NENI OF: TME Women ETE STPt*CTuRE OSOME U97Yai Thes COMPONENT. GNC QP CBLI 1AXTERIALS 'REPE117O Tl,^171JTDTMlL�9.'..JDINTORTAIL y ' QMfRiH1 �@f X5 .1 _ J LFAAluIsiDII(TS RIGHT S1LE UP ANOPI10PSISTAR 04DI- READ iThEMSMNCN•rB LWrffiMOVEDMMOTW.-ATLOCALi3ALDIN6t�(MMKXXI& RESTITAMIL OF MTERAL BRACING AM %4ELTFdt DEFIWTKMOvx di ,"IMA D ' I* ND gs MelEONN.N1ND ofrA7>.:vfY DE5tGM A73SIfTANCE NIIDNCATED MEKM DO NOTTATETHO f js!a AOOMPOP64L BRACING FOR TME'OVEMLL PLATE LDCATK*t& POSTTQ/ PLATES S"& -FWE DESIGN MMD 7WE at, JOLT M MSER �GANG#WL;S►STEDAS. INC. om%csm NO COWtR04AND ACCEPTS WHEN TMS 01i41WING IS 9KNIED:AND SEALED.. OAPOGmY, SVSTBII6,. PC 15 ArPmOVIND SMUCTUME IS TO:IE.PNOWOED BY TWE oa- METRICALLY ABOUT JDINTS UNLESS .OTMER TOOLS 9RCrtRD AFE mrSk1w 0006'. . s ND RESPON67d7tlTYFOMTMCFA5MCkT"C#p AMDUM_O.}A[�IENTAND ONLY THE STMUCTTfttL REfigN OF 7W LWr SHOWN ON THE arao OF. DATA FFKNM® I" soemWA OF TfE CO11LETi STRgjCTURL C"MENMOIA3 ARE EM4'Y M. !EE :TCi6 STANTML ODWORIATT W" THE B . M6fALLATION Of GON1011E1lIS. TME CWTORAN MND Sr',Ow7►.'�.. 7}7� BRAVIIPIL... _ RESEARCH REPORT T92S i ,4 TFT31> EN1F LATEST MQYgNCN OF MOi.:ARC u8c _- -� PLATE COMPLIP11CM - AND TFL. _ IMPORTANT: READ AWN ar w n.ip s+►n..: 'NG: s SYSTEMS PLUS LUMBER CO. 1800 S. BARNEY ST. ANDERSON. CA. 96007 ,ANDERSON CA V, FS-011'A JT TYPEW LEN Y X (MEMBER) C H 0 R D S U E B S CONC LOAD CHOROS SIZE; LUMBER DESCRIPTION DESIGN CRITERIA- NEMBR FORCE HOP, DISP SLOPE/12 LOAD MEBBP. FORCE JT LBS CH. LL 16 PSF 1 HL01 GNA20 3.OX 4.7` FR-TO' (LBS) FT-IN-SX DEPTH IN (PLF)- FR-70 tLBS) 1- 4 2X 4> NO.2 D.F.L. TOP . DL= 7 PSF 1� 2 IN02 GNA20 4.PX 4.7' 1.60 3.00( 2-12) 1 ii5 4- 7 2X 4' NO.2 D.F.L. 3 IN02 ONA20 3.OX 3.9 1 2 746T 6- 1- S 5.000 46.0 2-12 IS32C` 7 115 7- 1' 2X 4 N0'a D.F.L. BOT CH. LL= 0 PSF 1 4 PK11 GNA20 4.0X DL= 4.? 2- 3 712C 5= S- 6 5.000. 46.0 2-1:1 2S2T TOTAL LOAD= 3- PSF S IN02 GNA20 3.OX 3.9 3- 4 S4SC S- 5- '6 5.000 46.0 3-11 38C ALL WEBS 2X 4 STANDARD D.F.L. 6 IN02 GNA20 4.OX 4.7 I-SO 4- S 54SC S- S- 6 -5.000 46.0 3-10 231C. 7 HL01 GNA20r 3.OX 4.7 S- 6 IOT S- 4-14 -5.000 46.0' 4-10 1697 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN C/C 8 INTI GNA20 2.OX 3.1 6- 7 826T 6- 1-12 -5.000` 46.0 S-10 223T' LOADS AS DETERMINED BY OTHERS AND SHOWN ON 9 IN02 GNA20 4.'OX 4.7 1.50 ?- 8' 763C 6- .1-12 0., 20.0 5 9 701t INPUT LISTING. VERIFICATION OF LOADING. INPUT DEFL. LG240 10 IN03 GNA20 3.OX 7.8 8- 9 763C 2- 8 4 0. 20.0 6- 9 1042T DEFLECTION LIMITATIONS. FRAMING METHODS, II IN02 GNA20 3.OX 3.9' 9-10 336T 0- 2- 0 0 20.0; 6- a 1299C WIND BRACING OR OTHER LATERAL BRACING THAT INCREASES(PER CENT) 12 IN11 GNA20 3.0X 3.'1 30-11- 6767 R3- 2-• 0` 0. _ 20.0 IS ALWAYS REQUIRED. 15 THE RESPONSIBILITY LUMBER= 25 NAIL= 0' 11-12' 474T 5- 8- 4 0. 20.6 OF THE PROJECT ARCHITECT OR ENGINEER. 7CH:LS=15 BCH LS 0 {{{ =SPLICES 12- 1 689C 3- 1-12 0.. 20.0 2- 3-SP1O GNA20 3.OX 4.7 NAIL VALUES(PSI).NET S- 6 SP1D GNP.2O 3.0X•4.7 CHORDS WEBS 9-16 SPIO 6NA20 3.OX 4.7 MAX. PURLLN SPACE= S.0 FT. MAX'. UNBRACED BOTCH. LEN'.= 6.2 FT. MAX MIN MAX riIN SNA20 163 142 163 142 :DESIGN SPECS. ACCORDING TO UNIFORM, NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS `BUILDTNG CDDE. 19RR ARE REQUIRED TO RFDEIEF REECKI_TNG I;FNr.TH OF MFMRFR. AND SH[EE1k:0 _(_EFT' .':ANTI{_EVFR = 3 FABRICATION INSFFCTION TO BE PROVIDED BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. `RIGHT CANTILEVER= 6 O� 0 lAW SECTION 25.1739CA) UBC STANDARD 25-17 PROVISIONS MUST BE _BADE AT ENDS OR SPECIFIED INTERVALS- LEFT 'OVERHANG = 2- 6- 0 TO,RESTRAIN'OR.ANCHOR LATERAL BRACING. BY OTHERS...- RIGHT OVERHANG= 2- 6- 0 I - CE 28843 T^ _ oc - _ 1?- 0- 0 17- o 0 Q CA 3 _,j F21 _ -S-0 12 5r5 -GROSS BRG F1_2 Fl 11 Flol- J7 REACT 3N-SX 12 1087 3- 9 8 1387 3 '8 3000'30 0 CAMBER= 0-1/8 KEEL 3/16Li _ 34-'0- 0 �$ Mis el8a��o;as H w�r't 1"em mmues c@wwrsia xw*w ll* lmmbw i�SEtdi q MX*90 OF COMFONEWS SMALL NOT BE PERIMTLEO. TMS DATA SHED ANO. THE WORrATICM MUt[OR. IS THE poorom OF E ALL I.ATiRAL MACM SPECIFrtD IS x011. lUrefR WX7 I1<AR A iaRACE MI£3T _ } •: 00NNEf.70R PLIVT� Am IIUlN7f/1CftA1fD „ - TE60K. Y ATo rasRar T epm►cMM3 FOR MOLDINQ COftrONB1T SYSTBO we AND I=' woT To NE coP>Eo_Iw.rCWD dt IM .rxAr: t>tt ut a rOR eRAcr3 STALLSML vr�a AND ea ACCORDAtcOsTMTT+1, rA1ec f11or AN ArrRovEa tJ:Iion» Fi�w FIE 1 . MIItLYWipMMf 1!106 FUNWAP4PORI�Kr**LATERALFORMSMALLSEDESKP*DNO WNJTH MNO E%FL01TAT70"OF Tl4RdiDISCt.OSF�' MfA"JTf. Clt%r4AMOTHStMMY ';OIIJSl 6S I1K1'ALL[C.. - .: PLATES WJ3T � HKTALI= Olr...MOTH NW%CTIOM �U1K MIO::YUST OWALLM tt QTF!%& NO LOADS ARE TO BE APPLIED TO THE COM- 09MOSD OR USM Kilt UTJwSMNQ OWCO 1ATTOlt TO O DW& 1RZt SRACSS. kN�OIER ATO M1E TO SE NE OF 1HE::SM AND SPECIES ::FACES OF`TME Ltmamw YRTH TEETH PLILLY _ - ,• r -... - :FDItetLtltfTlL.A�Zr11 ALLJ11AGtN6 AND FASTEkIMOS ARCtbLlLETL ..•Tf7l L=oFT1If O0A1P! weir vALlE gFfna BKiNl.4 OFTIKCOMILE:I :: soIiALLY-FACiOJILGOK3 v►®.I.ECgTM. rppEpi,. : llOwItAMD 60tit1TO QtlETTDI �` RT RO.TIMESMALt:L^AW GREATER THAN DE5*M LOADS BEAFPLIM :STIMICTUIIL - :CHOAO ma4mmAftAswjwEOTO LE LAT- PLATEs must w of im 3izL a^ucK Am T w THE QRAOE SPEOFIM DATE' TDiTEcomopmr.- - OWTANALLMOCODWrCOOECOMPUANC. L^-P 1 NA" M PaTMUGTIOmmwwTHE ERMAY RESYRARM ST SHEATMINIX P.SR- - 'CAPACITY SNOYM >�T CASE MUST NE MUNICtUD TO INSTALL. COMPONEW AT'FROMIN DElKi1810F THEOONIlLETE ST7IUCTLOE BEFOPM LaNC3TM6-COVAPONEHT. Uft CRCEKjgUATEIMAL.& fiE3:••EA TOTME7PAACITRM1y JOWDETAIL •CHAMIM "Emom •M.1 - §EfAm rOIKiS:RIC.l1TS1DE: UI AND PROFgFLY:SRACM REAZI AM IFTTIEDESMCRR&MA LWEDASOW DOM ISO WKT LOCAL :RETRAWT. OF LATERAL WWQNQ AND' SKEET FOR OoMYTY' OFicocTTl3AM7 MOM Ht31EON AM O ffAft AM DESIGN ASSISTANCE INOICATEX MB m po wr tm TfcYt310N i. AMT KW&U.:MRACMIS MR TME: -OVERALL `. PLATE .LOCATCHL Pt �fTrm FLA7ES :2"& : TTIE Cit.. IMO -7m: � : - :. tMNG-MAIL SYSTEWL 1W_ EXMpSFS NO CONTROL:AN�-At:cErT3 VRIa-TMrs OTt9WMG IS SIDNED APC SEMI ED., f V4G-?M& Tffn9l H,:111G IS ^-PP CVM :.ST WICTUREI_ TO BE: FRDYIOE ST TME DLA , LATWUCALLY *MIT-XXIM. UNLESS at"M TWA" 01" �'�.... =r! M -St1L COOS •A� IICI!IOPOMC%SYFORTHEFARP=TMN.MM/OLHIG.9MlrltlB .":OILYTMESTRUCT:AW.TeIBMOFTMEbMTSMONMC1MTiESRMOF DKTA P"OVOW l7 :SOP" OF Tf�'ct�Mrl.ETi SifIUCTtURE. - D]l/EIISiONB ASE zKoAv_ SIFE tCso STMRVi GONFORMT/ VITTMTNE - UBC. �own � � ! � �'• SETM.LATTON.OF 00MPCIPfa 5. - THE ctosTOWER ANO 51101Rt 0Pt TMS ORARR'1Q-. FEMAR04 FWKMT 13M t N m ft, 70-TS t rtd, IATW REVTSWN OF �Na ATTC - - FOR PLATE COMPLIANCES: NOTAL .i IMPORT! NTa READ ALL NQS: ON TKU DRAWING! } x ANDERSON . SYSTEMS PLUS LUMBER CO. 1800 S. BARNES' ST. ANDERSON, CA. 96007 CA 1 F3 -011A JT' TYPE U LENY' X (MEMBER) C H 0 R: 0 S' W E B S CONC `LOAD - CHORDS- SIZE LUMBER DESCRIPTION' • ;DESIGN CRITERIA MEMBR FORCE HOR DISP SLOPE/12 LOAD MEMBR FORCE JT LBS= .: .1 HLO1 GNA20 3.OX 4.7 FR -TO (LBS) FT -IN -SX DEPTH IN (PLF) FR -TO (LBS) 1- 4 2X 4 e10.'2 O.F.L. TOP CH. LL= 16 PSF 2 IN02; aNA20 3.OX 4.7' 2.75 2-121 1 115 4- 7' 2X 4 NO.2 D.F.L. DL= 7 PSF 3 IN02.)NA20 3.0X 3.9' 1- 2` 772T 6- 1- S 5.000' 4620 2-12 1319C' 7' LIS 7- 1 2X 4 NO.2 O.F.L. 'BOT CH. LL= 0 PSF _ 4 PKIL GNA20 4.OX 4.7 2- 3 45SC S- 5- 6 5.000 46.3 2-11 449T' - DL= 5 INO2 GNA20 3.OX 3.9' 3- 4 4690 5- S- 6 5.000 46.0 3-11 204C ALL WEBS 2X'4 STANDARD D.F.L. TOTAL LOAD S3 PSF 6 IN02 GNA20 4.OX 4.7 1.50 4- S 469C S_ S- 6 -5.000 46.0 3-10 118C' - 7 HL0:1 GNA20 3.OX 4.7 S- 6 46T 5- 4-14 -5.000 46.0` 4-10 110T THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL SPACING= 24 IN. C/C B IN11 GNA20 2.OX 3.-1 6- 7' 826T 6- 1-12 -5.000 46.0 5-10 198T LOADS AS DETERMINED BY OTHERS AND SHOWN ON 1: 9 IN02 GNA20 3.OX 4.7 1.So(-S- 9) 7 8 763C 6- 1-12' 0. 20.0 5- 9 665C INPUT LISTING. VERIFICATION OF LOADING. INPUT'DEFL. L/240 I 10 It:03 GNA20 3.OX ?:'8 8- 9` 763C ?- 8- 4- 0'. 20.0 6 9 996T DEFLECTION LIMITATIONS. 'FRAMING METHODS. 11 IN02 SNA20 3.OX 3.9 9-10 28ST - 2- 0 0. 20.0 6- 8 12SS- WIND BRACING OR OTHER LATERAL BRACING THAT 'INCREASES(PER CENT) 12 IN1I GNA20 2.0X 3`.9 10-11 5217 2- 0 0 20.0 :IS ALWAYS REQUIRED. IS. THE RESPONSIBILITY LUMBER= 25 NAIL= 0, 11-12 937 4- 8- 0. 20.0 OF THE PROJECT ARCHITECT -OR ENGINEER. TCH LS=1S BCH LS= 0 SPLICES 12 1 713C 4- 1-12 0. '20.0 2- 3 SP10 ONA20 '',OX 4.7 NAIL 'VALUES (PSI_).NET S- 6 SP10 GNA20 3.6X 4.7 CHORDS WEBS 9-10 SP10 SNA20 3.OX 4.7 MAX. PURLIN SPACE= 5.0 FT. v MAX.'UNBRACED BOTCH. LEN.= 6.2 FT. a MAX MIN MAX MIN GNA20 '163 142 163 142 DESIGN SPECS. ACCORDING TO UNIFORM. NOTE: LATERAL BRACES AND PURLINS INDICATED FGR TRUSS MEMBERS BUILQiNri COGS. 1982 ARE RE011TREn TO RFDUCE RUCKLINa LFNrTH OF MFMRFR. ANQ SHOULD t_EFT CANTII EVFR = 4- 't - 11 FABRICATION•1NSPECTION TO BE.PROVIDED BE NAILED TO TRUSS MEM&ERS WITH MINIMUM OF 2-18D NAILS. RIGHT CANTILEVER 6- 0-.0 I"AW SECTION 2!..1739(A); UBC STANDARD 25-17 PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED 'INTERVALS! LEFT 'OVERHANG = 2- 6- 0 TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. RIGHT OVERHANG= I2- 6 0 �o QgpFF �- q CE 28$43' # I? 0' 0 - - l?- 0- ,D c�.�� 1 OF' CA1�4® 4 F aw - 12'< 12 ' S r' � '-1 S • y • _ - - g g. - .. GROSS BREa _ - - - �. 1,.1 _ FT _0 ®9 7€ ► �. J- ':REACT IN -SX ' 12 1133 3- 8 8 1341 3 8 3000' 3000 loft WAY& `-- CAMBER= ' 0-1/8 HEEL- 3/16 �e f 34- 0 0 A p LIP, 1 -4. fa 10!/lam %M Orming N@n t war! Lown6w 4 e.Ni� Silr�sl�Ti�m'' pLMUAcru+W LUMN6l MUST NEAR A DRAW i.. CAPIETdE63 lNINDL.M190FCOMPbNf9(TS SIRAI.YOT 9i PERMTTEz7i iMS.DATA SHEET AND THE INFORMATION IfEAlgO1a- m THE PROP@ITY OF 6AMU-MAR A4 UiTERAI. MAC7wfi 9rECiF31Q0 13 FM TTEMPORAN7 AND FORMA ENT BRACING FOR HOLDING COMPONENT SYSTd6• HNC-•. AND IS MOT TO BE COPIED IN WHOLE OR IN ►Mf, , OR WED FOR OMCMq MNOW.CUM_ WES MNIERS ARD ACCORDANCE WaM TPL ENrtlrllF MARK PJ10M AN APPROVSOr: "4ws Lkdm My..ftAm N -E. gosogS. 'i. -z'., ' ZPCIlINt AM01[MRIE.ETIM6lAi ACF011CfS3MALL8EDE31(iVEDAM4 UM�U7T1pRIZ�.EX/Ld7ATi01!hbf TOE nVMS W94.OWD MENEM. L71 M /RST anim NAY MUST E JWT LLM MdECT1L11� /JIRAU'.AND MST _ -. _ ... s- INSTALLED BY OrMff : NO LOAM ARE TC) BE APPLIED TO THE CONN Dean= an URW FOR�PUA.I WING IWORMATION.To aniem WED BRACER. MINIM RIOLWO aA ARK TO E PL ATPS IiJST NE H6TALLEO ON NOT/:. , ACES OF 7ME LLME R; -TRIM 71EM FULLY' E OF THE SIZE MD 'JECJES" _. <, -r `• 7 � •_-- +PONEMT UltXAF _--.A.LMACIJNG AND FAJT"M4OS ARE COMPLETE-. THE USE OFTHIS COMPOW.P CSMMI BESKCIFIED SY THE DESIf r-M0FTWCOMPLETE EQUALLY SPAM ALONG WEN LENOTK 7!IOww �NOEWM.TOQfETfE11. - a1TM0770GE91N11}'_G.C"fi1FElRE1fYi:AND .K LOADS BE APPLIED 9TtW1C:U0lg. CMORDMEMIMMAREAS&JUVOTOSEUR - FLATE7.>�„ OF THE SIM YMWAND. THMw THE MADE SFECiFlm_ - DATE. T. -' ATO TIE CCAiPOME1lC O�TAM ALLlls�ARY CODECOIAPLIAJICmLAPIROVALS/NND IM6TTIUCTON6 FROM THE awLT RESTmw4im im wom THIM.'S. RNN- � NN3NN13L ,• CANE'iMJST. ,IEE:ElICt3�T0--RISTAiL.'CpiPONE)(T"AT PfiCIE�t DElIONE/I OF Tf1E:COMPLETE 81��"^MtE BEFORE U3INCLTf66 CD�IPONEIR` tSaS O11 C[iUIO-MtTHIMLS� PWMRTOTFE-AuTpTIRJCB.-.JONTOIETAR � " FS. I ..` _a• z ;VEARM/6 PONT&MIGHT SIDE UP AM PROPERLY BRACED. 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