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HomeMy WebLinkAbout005-417-006OOHO Ted Hayes DATE 1415 Guill; t�� contr:Pierce Plbg., Chico Permit #2716-80B,P,E,M(new duplex) 6C1c�1 G11� 1 r 11 1CID 11 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 1415 GUILL ST Owner: Permit No: B09-0093 APN: 005-417-006 WILLOUGHBY, JANE Issued Date: 02/05/2009 By TMP Permit type: MISCELLANEOUS 1545 ELM ST Subtype: Repair CHICO, CA 95928 Expiration Date: 02/05/2010 Description: FIRE DAMAGE REPAIR (530) 534-5415 Occupancy: Zoning: AR Contractor Applicant: Square Footage: WALTERS CRAIG S WALTERS CRAIG S Building Garage Remdl/Addn P O BOX 86 P O BOX 86 FOREST RANCH, CA 95942 FOREST RANCH, CA 95942 Other Porch/Patio Total (530) 345-4515 (530) 345-4515 FEE INFORMATION DBOMSC Splmntl PC 4+ Pre/Post $118.98 DBOMSC Supplemental Inspection $237.96 Total Charged: $356.94 Fees Paid: $356.94 Balance Due: $0.00 Receipt No: B9607 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for WALTERS CRAIG S C522418 / B / 01/31/2009 the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of UP Business and Professions Code, and my license applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions is in full force and ed. of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the X/JA-4�02/05/2009 alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the -applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do U all of of L) portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or Contrac s Sign 79re Date WORKERS' COMPENSATION DECLARATION. I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: improves the property, provided that the improvements are not intended or offered for sale. If, ❑I have and will maintain a certificate of consent to self -insure for workers' however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. 1, as owner of the property, am exclusively contracting with licensed Contractors to Elhave ❑ I and will maintain workers' compensation insurance, as required by Section 3700 construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to owner of property who builds or improves thereon, and who of the Labor Code, for the performance of the work for which this permit is issued. My workers' li contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). Cartier: Policy Number: Exp. Date: I am exempt from licensure under the Contractors' State License Law for the following lam{ I certify that, in the performance of the work for which this permit is issued, 1 shall not reason: LZSk employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' X 02/05/2009 compensati provisions of action 3700 of the Labor Code, I shall forthwith comply with Owners Signature Date PERMIT APPLICANT DECLARATION X - 02/05/2009 Signature U Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalf". AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information I have provided is ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN Correct. SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized CONSTRUCTION LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the performance ofthe work for which this permit is issued (Section 3097, Civil Code). \. 02/05/2009 Lender's Namea and Address 1 � a-���— � 1f� 1'1 Name of Permittee [SIGN] Print Date FILE COPY Lender's Name & Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. PBI oTj N # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. APPLICANT INFORMATION OWNER INFORMATION Last Name City 'Cti,�sT 1�.P'Nz�H First Name Mailing Address _ City �N�w City State ef__ Zip�ls Phone Phone Fax E-mail State License Number APPLICANT INFORMATION CONTRACTOR Name City 'Cti,�sT 1�.P'Nz�H Address 7 Zip _ Z City Fax City Statg „ � Zip959+2 Phone E-mail Fax State License Number E-mail L. _ Lic. # i5� Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City 'Cti,�sT 1�.P'Nz�H Address Zip _ Z City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name G42-och k Address,;;,,_ City 'Cti,�sT 1�.P'Nz�H Stag Zip _ Z Pho3D- Fax E-mail GS VJ Pr i'i . N PROJECT LOCATION AP# 00S t-7 00 Property Address City WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LjENDiNG AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: o t= 6 ov �= Sq FT- Living i3,), Garage Open Cov L3' Structure Built withi Wermits ❑ Proposed Change of Occupancy / (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax . www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municit)alcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B09-0093 Location: 1415 GUILL ST Parcel Number: 005-417-006 Owner Name: WILLOUGHBY, JANE Description: FIRE DAMAGE REPAIR Date: 01/23/2009 Phone: (530) 534-5415 Signature of Applicant: Date: 01/23/2009 FILE RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT .14.15 Guil l St . , Chico (location) BUILDING PERMIT NO. A.P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge�/�% Fdn. Walls Floors . N/A Walls R.11 Ceiling/Roof R19 Ducts Circulating Pipes APPROVED HEATER S - APPROVED WATER H TER GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. Cl e5 BACK DAMPERED FANS INTERMITTENT IGNITION bEVICES Qf5 CERT. APPPLIANCES� S, I DECLARE THAT ALL REQUIRED%ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name NI;CH.OLSON INSULATION INC. (please print) Signature of Insulation Applicator State Contractors License No. 212461 General Contractor/Owner Name 4/e,Q,C'e, (please print) Signature of ,G , General Contractor/Owner_ � Date 3 O State Contractor License No. ,;?- ,?3 ell ,a THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. Z- 7 COUNTY OF BUTTEDEPARTMENT OF PUBLIC WORKS695.Oleander Avenue; Chico :— Phone 343-4211, Ext. 7 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 r � C CTION . NOTICE �BUILDIN R PROPERTY ADDRESS A routine Inspection indicattrs 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 n additional explanati , please contact s office immediately. "rte ��/ ., ) TV I n It Inter-Depnrtentgl:ziHeno®random FROM: JltiQti9-�• lJ^'� U�ROY1' �r`�l�lJ �I�QC`�V SUBJECT:. /, Ll DATE: C;? COUNTY ,OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211', Ext. 7Q 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 )—' CORRECTION NOTICE ' G OR PROPERTY ADDRESS A routine inspection InTicates 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 Dertainina to this c Irispectoh Date ~ Z� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS , 695 Oleander Avenue, Chico Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS 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 nytter, or need additional explanation,, please contact thisofficeimmediately. ' ;0/G /?'•%J��� �vl �� /� Jeri �9G �f-r ct�%.i•'_� _.v7 -���(/ S � /� GAG �v� r/�'� �ir l/ •Su/ �S ' /"`�l� /•�J`P /fr` �o't%S.,Vf � /� �s /��.�r � �e�// Eat i�.�// Inspector Date_ Q. OK X Not: Applicable r RESIN'NTIAL (SinqiD -and Duplizi,;x) (blank) Noy de,a1,f_..v,.ith :'y e*L Daz�! UN0ERFLO0_a,(P1an%0.1� ) pxep'. P's JL'A I is _. S, a Lh a c,;, S. astgbws Fi:el,all & Opening's 2 - �Ext- X-Ct.ack Gara,;�j­-Jt-j :;tcry, 2 t-ilt ils-r Rg. Depth 3. -SUM" 3, --fl -.,n- Lar�:.,g -Fire Protection Ilywrod on Rao: 4. -r-l'... ks­SoiM-aMZi,-+_ p__6 L I I �S_ V I. r, g; :I t 5, 61azir.g A.o.-Va3s ProtAtiriN Sci7 �,O --F tic Na;linu-euits irqr b ,7. 6Wr�.VFE;�-,K4yTs--Tas1-2 wa&Sjawer Test Gas Pipe: Size -Anchors iazer Pipa: Test -A de ectric; Undergro lenurrl, & Ducts; Clearance-'Aatsrlai-.Su.rapart-Ins. irle(s-Sills-Anchor Bolts-Joists-Vent3-~ripples DateCard -Ell Da Card -31 i3I Card,-Rf,C�7 Ou t 9 C&&b'U!C a r B I Daa &A-81 -ZA Date Date_ PLU.1,18ING (Permit) OX except Ws __jiF47Plater Mt.; Vant-Access-Corritustion Air—Mi Del-) FINAL _LP+.1­ns} OK ex -:!epi #'s &- 5 :zef -rc ,, a 11).5 Of St. Fu4r�c,.�' cul Ai - Dat t-irw! & T 124V &ataf Pipe: Pipe; & Anchors -Nail Fl-otLction D s & Anchors- Mai t Protection t (IA Shower Pan: Teat 'First 18. Test Tub Shcj,,,.,al. 2nd Floc,' -Tub Acre&-; Subp_AZ;. �71_lk •-_--ss .1 r1 L _& as Pipe; Size S. Aprtiors t t C=a, -91 Da, Card -Sl Kit zr, ?,.A Grnri. ce Card BI Date -BI Card Data Date ELE(.-'t:RICAL (Pen,11) C -K except 4's 67. -.7 rird wr Wv. Hi:r.; e Air-Coan�,ctcr-P.R.V­ -h. Pro-ection 7 Fq,i;p, Lis, --d fcr Lcc2Zion 7*4_-Frec. R��Uc az.; in Garage: (G.F.1.)-Rcmex Pro!3c. 72. I -C cooed ;n Attic- Y, 73, '�17 Mrj F 74. Fc�n. nts Cfa I icod-Earth Cl.,�arwv;n Looked une.er Floor NO' P:Q: 75. Follcviiig in'Mid.: Drive P -Kb Li y PUlWeVs 13Y., QJO, Cr.Ft,.-, L -1rul. Prch!�­), Li f: k!1;Po ------ 7V4�A.C. Urit; Siz-.11,15\1 78. Venis Abnvj rco'; Pik-Appliarc-a--F & Transformer Clearance -Ins. Protection 12- )A*> 2L,1tEjpc. Receptacies Spacing-Lig:its & Svjitchas at Do<.,s 2 S±za Boxes & No. of Conductors -Stapled C23 Romex Instailce, Close to Edc;) I of Studs & O.J. 10, - equip. Grcurd made up %v/.Mech. Fasteners --a tf,31 E - Rg�7d C & Appliance Circuits In Kitchsn & Conductor Size 26. Suble . ed Yhre Size /Y/ C,3. &5-er AI -T. 27. Range Circ. 46 / ga. 4_b-ef At -Oven Circ. ga, Cu or At. jnsulated Neutral Gq-fes Clmo vice -Riser Cond-A-115',, & Gtadnd-Main Di9conocc, Equip. 29. Equip. Cicarances; Panels-klotors-M.ech. Ecl-2i ' 3&__Gjgjb_-aX4oset Light -Shower Light Water Well; DtFZo;ir.ect, Electrical, 'un,f Card B-, Cate Card BI Data Card B-1 Date Card -81 Date hul n1111. nn Data ;,IECHANICAL(Permit) OK except s -&Ir-A-e-t�uM -Insulation & Supoorl I aCged'. Gas -E Itctric Plater & Sf-.,Aer C ro va I 31 Er?j�#�omp!iarxe Certificat,3-0ii.2r Cenilficatta% --- -7 i" C CT S 407 6 Exhaust abova Insulation , ,. 2nsMa Drain & Ovwflow; Si "zo & Glade C3;4� Fu, nice Vent; Access -Comb. Air-Return-V­er�,--1 15V outiat Platform it Furnish in Attic Card 01' -BI .- 4LrI:Bl 'a d-Ei I # f W-VIi a r J Dale Card -231 Data Card -31 Date Card .8 1 Data Card -BI Date _Eard-91 Dale ^., e_ F R A Y -M . G(Plans) OK e=<zept ii's Fl�: Prop -r �r Aricnars Comments at Final: n3. Studs -Nailing, Spacing&-61-11-7izr;7>'Plites--.Sp--,nd ove.Girriers.& Floor Nailino It-; (;31 proof) U, •I Stop in :'hits Swps: Furred Ceil i�L___S­ Lrs__CqLe_5_as_hTL__ Mder & & Bearing 4LU--Hangars-Pait Caps -Anchors -Connectors- Sy lng. Joist-,Llf:r. Ties-r,',- oof -44. Ti -Cs ci� Typa A F1-.,a-Fi,,Rp1.:.ce Throat 5.3 A,.,�Stcce3s: Size gE-A Prolectical v)indo..s or Exiting noors-sm Ho[.. & Oiw,�nsiois 3;' &q*aqajFirq Prof-ection Framing � d M ' , > 2.716-810B,1j,E,M :PERMIT NO. PERMIT EXPIRES Ci Ted Hayes OWNER 'oNTR. pierce Plbg.; Chico tC�LOCATION (A.P, 46-147-6 ) 1415 Guill St., Chico tt u • �y. y t ,t 1 Temp. Power Pole 5gPG&E Elec. Ser'v. Called PGIf &E Temp. Gas Serv. Cal.l.e PG&E C JOB 1 F,,INALED £; � (Da ( ignature) ti COUNTY -,OF BUTTE = DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING - BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg.' Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab _ Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Po Footings Prov. for phsically handica ed Conformance of ex. structure Appliances Gas Pi in & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final I-ootings I Footing I. ELECTRICAL FIRE SPRINKLERS I M inal Mean MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole • Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES - - - - - - - - - - - - - - - - - - Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATI! OWN - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N0, 21 .A . ASS, OR PARC WUM Rj ZONING Z BUILDING PERMIT OWN4CT,4v TELEPHONE SO. FT. OCC BUILDING VALUA,T^I/ON �v OWNER'S MAILING ADDRESS 14. �TCT R' L- M P! CP� j�.ljM�l g S=�l�73 C`G TRA AIDRA AIIE:, CONSTRUCTION LENDERUNKN_ oy,., !� Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ 2 S 9. OD ARCHITECT OR ENG ER - LICENSE NO. Plan Checking Fee $ �S-0 Penalty $ ARCHITECT OR E GINEER'S MAILING ADDRESS Permit fee $ Q 8. � BUIL 72,el?f ss vlL� �., ,�• /� �f /S PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 100 Repair drainage or vent piping 2.00 Water piping 2.00 LOT NO. SUBDIVISION NAME. PARCEL MAP Each qas water heater or vent 2.00 too Gas piping system 1 - 5 outlets ,co USE OF STRUCTURE SF ❑ Duplex tlobilehome❑ Other SPECIFY Building sewer ,. Lawn sprinkler system 2.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ .O C7 Contractor ELECTRICAL PERMIT Filing Fee 3.00. Main service jp0 AMP ORV OR LE LESS5.00 a Main service EA. ADD'L too AMP 2.50 NEW CONS. DWELING OR ADDNST ( ACCLBLDGO 20 sq ft 0 CONTRACTORS LICENSE LAW I declar under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. X3417 y ��/ �. .y�� License No.t� 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 CONSTRMULTI-OUTLET 2,50 ea NON.RESID. BRANCH CIRC ITS NEW CONSTR.POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 5AL@1 BAL�tOQ Ex. Occup.(OUT ETSFIXED P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ 2 _&0 Contractor MECHANICAL PERMIT Filing ee 3.00 WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ,❑ he 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: 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. Heating VA&L /* a- lbOW W. _00 3S 006 Cooling Hood 2.00 AGO Ventilation Permit Fee $ 00 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 against 'd County in consequ ce of the granting of this permit. X ate °' Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ •00 TOTAL PERMIT FEE $ �=P.GOUP TYPE 0 ONST. PAR L PD H ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC By PER PIKES Date_. the applicable provi- resolutions to do fees have been paid. WORKS Date I -> Receipt No. 0 / O d WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT RESIDENTIAL PLAN CHECKING GUIDE 4` A (S.F., DUPLEX, & MISC. ONLY) Bldg. Pe t # OWNER A. P. # Per 1 '7� A. GENERAL Zoning requirements (sideyards and parking). v2 --'-Valuation. `3! Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and.dimensions.• WSetbabkq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C_,_FL00P6- PLAN -�1. Complete to scale plan with dimensions. 2eeO'Rgquired windows for light and ventilation (Sec. 1405). Ue'Required windows for second exit (Sec. 1404). 4e"Allowable glazing for energy requirements (20% max. per.State law). .5- Human impact glass (Sec. 5406). 6O.'O"Required room sizes, ceiling heights (Sec. 1407). 7.e' G.F.C.I.'s in baths and exterior outlets•(Sec. 210-8). $.s Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 11 1 9. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. 191"' Garage firewall, door size, and closer (Sec. 503(d)(4))., 1L4- 1 - 3'0" exterior exit door (Sec. 3303d). 12! Fireplace location. 1� Smoke detectors (Sec. 1413)`. D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. 2e"`Floor construction details complete enough to construct building. 3/ evations and wall construction details complete enough to construct building. 4� Roof construction details complete enoughto construct building.' 5 Fireplace construction details and calcs if over one-story in height. 6./Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. CCX plywood on exposed locations and overhangs. 2/ Stairway details (Sec. 3305). 3;1`�'Guardrail details (Sec. 1716). 4/ Brick or stone veneer (Chapter 30).'• Exterior'"plaster - weep screeds (Sec. 4706 & 4708). 6.t- Proper roof pitch for roof covering (Chapter 32). 7/' Rafter ties or bearing ridge beam. 8/ Garage door or porch header sizes. 940'* -Adequate bracing.. 1Ar- Living area over garage - complete 1 -hour separation required including supporting walls.and posts, etc. 1' Two (2) exits on three-story dwellings (Sec. 3302). Owner: Jane Willoughby 1415 Guill St. Chico Ca. 95928 AP# 005 417 006 Duplex 1320 Sq. Ft....... 660Sq. Ft. each unit Fire Damage Scope of work: Remove all attic insulation Remove and replace six roof trusses Replace damaged roof sheathing Repair or replace damaged sheetrock Replace upper kitchen cabinet Inspect wiring and appliances for damage (repair or replace as needed) New roof New R-38 attic insulation Paint and cleanup PERMIT CENTER AGENDA, /3'0 c-1 LONGFELLow LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: CRAIG WALTERS Address: 1415 GUILL ST. C H I CO, CA 95928 AP#: i -CVC (h ev. JNJ) fll� �1 Job No: FIRE REPAIR ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc, P.O. Box 20455 Portland, OR 97220 (503) 254-0204 1 111(1,1111111 �. Symbols Numberings eneral Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. Q.�/16 r 2. Truss bracing must be tlesigned by on engineer. For T 1 2 3 TOP CHORDS C1-2 C2-3 wide truss spacing, individual lateral braces themselves may requbracing, ar alternative T, I, or Eliminator bracing shouireld be considered. 4 cz' WXZ 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. m O �� 33 � - 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate vb plates 0-'/ia' from outside o s' u () all other interested parties. edge of truss. g O a 5. Cut members to bear tightly against each other. ~ C7-8 Co-? cs c O BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the g 7 6 5 joint and mbeg fully. Kl b is and wane at joint required direction of slots in y ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 'Plate location details available in MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is anon -structural consideration and is the width measured perpendicular 4 x 4 responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR -1311, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing. BEARING or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but © 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an enginehr, reaction section Indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health 4r performance risks. Consult with project engineer beforh use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20. Design assumes monufpcture in accordance with Guide to Good Practice for Handling, PL?WER TO PERFORK ANSI/TPI 1 Quality Criteria, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev, 10-'08 1 111(1,1111111 �. MENIMMI L . ray _ III Job Truss Truss Type QtyT DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 829828783 WALT0121 Al FINK 6 1 Job Reference (oodonall LOngTeIIDW Lumber LA., inc., Gmco, t -a. aa`JZd-/434 f.UbU S Aug 0 LUut1 MI I eK industries. Inc. Wed Jan zi l i:i i:b4 zuuu rage i -2-1}0 i 5-10-15 -- i 11-0-0 I 16-1-1 F 22-0-0 24-0-0 2-0-0 510-15 5-1-1 5-1-1 5-10-15 2-0-0 S_b = 141.0 1 44 - 4 3.8 = 3x4 — 3" = 3. — M = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.09 6-8 >999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.23 2-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.06 6 n/a n/a BCDL 7.0 Code IBC2006/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 G BOT CHORD 2 X 4 DF No.1 G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 6=854/0-3-8,2=854/0-3-8 Max Horz2=40(LC 5) Max Uplift6=-223(LC 4), 2=-223(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1696/375, 3-4=1480/360, 4-5=1480/360, 5-6=-1696/375 BOT CHORD 2-10=-339/1556, 9-10=-204/1075, 8-9=-204/1075, 6-8=-309/1556 WEBS 3-10=-305/70, 4-10=132/444, 4-8=132/444, 5-8=305/71 PLATES GRIP MT20 220/195 Weight: 88 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psF, h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift atjoint(s) except Qt=lb) 6=223, 2=223. 7) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard �,(1 -C, 04 OF R. ;r;-, - - Liary 21,2009 ® WARNTNG V{ iJrt 1W9. P—ameterc ante READ NOTES ON THIS AND INCI,I77)FD bffTFX RFFF:RENC.E FAGS M11 747,1,-e- t0-'08 RF,FORF U&R — ' ' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Mi%k" 0 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 1--1. 1-- to �A.n..r.: fabrication, quality control, storage, delivery, erection and bracingg, consult ANSIITP11 Quality Cdteda, DSB-89 and SCSI Building Component 7777 Greenback Lane, Suite 109 SaMty Informa8a available from Truss Plate Institute, 281 N. Lee Reet, Suite 312. Alexandra, VA 22314. Citrus Heights, CA, 95610 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. _Practice for Refer to BCSI Guide to Good Handling, Installing, Restraining Bracing gof_ Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI-B3 Summary Sheet - Permanent Restraint/Bracing of Chords & Web Members for more information. All other permanent bracing design is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no estan marcados de ningun modo que dentifique la frecuencia o localization de restriccion lateral y arriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriccion y arriostre temporal de IDS trusses. Vea el folleto BCI Gua de Buena Practice i'n Arriostre de los era el Mango, Instalacidn Restrlcco Y R la Trac n ctados con Places de Metal Para ses de Madera Coe information mal detallada. Los dibujos de diseno de los trusses pueden especificar las localizaciones de restriccion lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen BCSI-B3 - Restriction/Arriostre Permanente de Cuerdas y Miembros Secundarios para mas information. EI resto de los disehos de arriostres permanentes son la responsabilidad del Disefiador del Edificio. QThe consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, levantamiento, instalacion, restriccion y arrisotre incorrecto puede ser la cauda de In estructura o auto peor, heridos o muertos. 1,±S Banding and truss plates have sharp edges. Wear --- --_ gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando -- Corte los empaques. HANDLING - MANE30 Avoid lateral bending. — Evite la flexion lateral. QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. EI contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES STEPS TO SETTING TRUSSES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES Q Warning! Don't overload the crane. ',, , , _ ,sr a Ur' r C. ) Sethist f 55 and attach 1 U beC S- ) St 12X' } iAdvertencial iNo sobrecarga la grunt ,,,, e �. - ,, ern uemp(ra, / la era + a'. Y is b -,. seam.:of d ort �i oral Never use banding alone to lift a bundle. ® xla ,,,c 's,e o ui,l) S, InsfaP ,:n ri r_mo oijne ;Tagorai braong 1c Mat0izc the first "ve t u,e_ Do not lift a group of individually banded bundles. , be s ,; Isea hottom C r w pc ar/ at a. esa7tand �agonal bracing (se b.,o.'). N nca use solo IDS empaques Para I v "tar un pa uete. _ 7J R r �occr coo u "F til iItrusses:1C 5_t - No levante un grupo de empaques individuales. c,�t Ce i-rrs I/ rn r _ „ale p er s y ate garam esti o f e ae r !Ds i� A ircll2 lift point may be e"ed for bandies Tierra. 3, . Sr._' los ,,r.,xmos c au trussc n ­,-stricci6n lateral te.-1 -> a! uE, rytemLro corto. Il with +ruses up to 4S'. Neat aiu 10 r. 4) IrS6,!e cl arriosr - b,agoital de .� weroa superior = r a abap— _, srale arriostre Tno lift noir is rna'y be used for bundles with + ci'.agona. ,. a_ a 'los planes do os mi2mbr•:is s_u. Via.:. -s ou!-a astable los primers orc, trusses tr issc=s, up to 50'. �[ Warning! Do not over load supporting .. r �:: a at; aj ,, + !y I cstre Clacl x 1 Sara -' ru I is lir mor -,. I s,a a re'trir,,;l la��.rwl :e'r G -,a' Use rt asst 3 lift 'Joint, for bundles with structure with truss bundle. rvea aba;jos I) Repira este pro ed r ,ento en gr -upon ce cuatro trusses hasta que todos los trusses Ira •s beater than 60'. iAdvertencial No sobrecargue la estructura s 6n n. falados. P u d- user un solo ogar de I varnar para apoyada con el paquete de trusses. Q Refer to BCSI-B2 Summer Sheet _.Truss InstaINAlon & TemooraryRestraint bating more pdqu t C;tl a seS hasta 4 I its. Pia r u aur d c s tabu Fc r,cn. Information. Puede r r ear os pur us r /3ntar para Pu uaq dc us, s n u pos r un Vea el resumen BCSI-B2 -instalacion de Trusses y Arriostre Temporal para mayor paquel.c,., mas de au quos. ,t ,ctes _ astable, information, Use por to menos trey punto' de levantar para paque;tes rues de 60 pies. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. INSTALLATION OF SINGLE TRUSSES BY HAND 2 h r. sr rain' & Cracing method is of all trus, s except 3x2 and 4x2 parallel -riord trusses, INSTALACION FOR LA MANO DE TRUSSES INDIVIDUALES - - F n .. ar r , . a todo r T a c to ,1 � .,a �c L � r. d a � { -. ral._I ,_ ,,t2 veto o d re_tnc_ o / art los.re � Cora tod s-ru_.s. , _xi p trusses de cu._rda ��-��-� Trusses30'or �• Trusses 0' -- 1 3x2y4x2 or le,,s rup- less,,, support at f 1) TOP CHORD — CUERDA SUPERIOR I port at peak, quarter points. Levante Leva€lte de del plco 10 los Cttartos has s der or, tramp los - 20 (Iso f"u"se c 3o Trusses u to 30' E- Trusses up to 20' -> E P i m nos. Trusses hasta 20 pies ,les 0 In ',. Trusses haste 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALS'. W1!fold rhtrx po ihor rothfhr rertlol quipment.uru sDchor mporary oi.e a restrwil I, nsraued u d irc it u,,, fastened to th.::, ned n g points n.>t rya Cada truss .er anslcion con equipo do, grua hasty, qu is rest Ic m ,tei;J11 t=:n poral de la QUse special care in Utilice cuidado cc-rda st.lpN, r este in,talado y ei ,r..,, ,tut -sego ado en I)- s,u,�ortes. windy weather or especial en dias Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' D.C. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. near power lines ventosos o cerca de r y it for Ir'J Lf, opUr r - and airports. cables electricos o de �,r Warning! Using a single pickpointat the peak 1 P .e <.�lB2v alasecoiCelCTR aeropuertos. can damage the ass.- iAdvertencial EI use de un solo lugar paraRefer to BCSI-B3 Sum levantar en el pito puede racer Call al truss. !±S mare Sheet - Permanent�- Restraint Bracing of Chords-' ((� Do not store No almacene �Y unbraced bundles verticalmente los upright. trusses sueltos. Sr le . t u„ set fm,lr guartro 1 howon- tuhni-ntr n,ngrhl,({urarvl 1 7,o), I nto' dotew, dr- hi 'lla I, r, 1"".Ir r„ gl-r Idndrr, prir .t . ,un,no ubra Ir pry ;r r- aurri =rues dr-hunm clad he ro pc rrr uta veoti- Ij, A,i til frlleto UCA(,-I, 1h, to PtOrUL,- vawi ollMalmo, ItItAli lir_ N jtmtl61i yA.- I I(;"',T di" lo" 11 n r]r_ M r r rcl unr t rrlg_,. LIJHH1 is MoWJ pma ullurnlr inn mets deinllnrla _,Ute 6 Ilww-lo y )hr ,r =nm,de les tlu ; ori am,r de trabajo. Do not store on No almacene en /(� rra desi ual. L.i+ n round. t e uneven g g HOISTING RECOMMENDATIONS FOR SINGLE / `L - TRUSSES % 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES �I Toe=i. T� oe-in Spreader bar 1/2 to —� 2/3 truss length Tagline TRUSSES UP TO 60' "rRU`.SES HASTA 61) PIE" j Approx. 1/2 _I truss length Tagline- TRU SSE it' T=) 313 E � V' 1:YU SSr_S HAS I Attach Locate Spreader bar 1•'` 10' O.C. aboveor stiffback max. 7 mid -height 1 —I Spreader bar 2/3 to truss length Tagline . 'SSES UP to, NO Ov, R. ,i, TR'USS__rIA isY SOIRF b4 l—S TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to BCSI-B2 Summary Sheet.- Truss. Installation & Temporal Restraint Bracin for Top Chord Temporary more information. Lateral Restraint f" s (TCTLR) Vea el resumen BCSI B2 - Restrica6ril 2x4 min. Arriostre Temporal ,i Instalacion de Ios- n 'e, Trusses para mas information. ger n i rises for first trued IecCly in LGI„ Ilse vai[ir all r,!r,A r„ tap C.Lord tt.mparary I„t r (m,thaiul (, r but In rile nexr-colurnn)_ X90° rUq U(J r i ra), 0 prim,t no"', cr it d r r n ce,,Ia l a 1(- Brace first truss hf.., di, r,i,,um , nn Iut,a,ad t-rnmr i I dr• I:a securely before I =rda ,up,� or (vea la len 1=r p 6/inra erection of additional +alumna;. trusses. ®Do not walk on unbraced trusses. 4 No camine en trusses sueltos. & Web Members for Gable End Frame restraint/bracing/ reinforcement information. Para informaci on score 5 r r restriccion/arriostre/refuerzo Cara armazon de hastial vea el resumen BCSI-B3= Re- striccion Arriostre_ Ground bracing not shown for clarity. Permanente de Cuerdas -)L � Miembros Secundarios. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT ' 11 & DIAGONAL BRACING Web Members �r ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! Q10'-15' max. Same spacing as RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES �'. LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Refer to BCSI-B7 Diagonal Bracing Spreader bar 10' or 15'rRepeat Diagonal Bracing __TempCrary _& Per for truss manent -Restraint Bracin for Parallel a_ 14.6' Chord Trusses for' 1" 16.T O O 1-118" 18.8' lr nd 1, ,frog Ir /rrlt rr r. 11 r Enna t vertical webs at end of ((� Do not store No almacene �Y unbraced bundles verticalmente los upright. trusses sueltos. Sr le . t u„ set fm,lr guartro 1 howon- tuhni-ntr n,ngrhl,({urarvl 1 7,o), I nto' dotew, dr- hi 'lla I, r, 1"".Ir r„ gl-r Idndrr, prir .t . ,un,no ubra Ir pry ;r r- aurri =rues dr-hunm clad he ro pc rrr uta veoti- Ij, A,i til frlleto UCA(,-I, 1h, to PtOrUL,- vawi ollMalmo, ItItAli lir_ N jtmtl61i yA.- I I(;"',T di" lo" 11 n r]r_ M r r rcl unr t rrlg_,. LIJHH1 is MoWJ pma ullurnlr inn mets deinllnrla _,Ute 6 Ilww-lo y )hr ,r =nm,de les tlu ; ori am,r de trabajo. Do not store on No almacene en /(� rra desi ual. L.i+ n round. t e uneven g g HOISTING RECOMMENDATIONS FOR SINGLE / `L - TRUSSES % 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES �I Toe=i. T� oe-in Spreader bar 1/2 to —� 2/3 truss length Tagline TRUSSES UP TO 60' "rRU`.SES HASTA 61) PIE" j Approx. 1/2 _I truss length Tagline- TRU SSE it' T=) 313 E � V' 1:YU SSr_S HAS I Attach Locate Spreader bar 1•'` 10' O.C. aboveor stiffback max. 7 mid -height 1 —I Spreader bar 2/3 to truss length Tagline . 'SSES UP to, NO Ov, R. ,i, TR'USS__rIA isY SOIRF b4 l—S TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL QRefer to BCSI-B2 Summary Sheet.- Truss. Installation & Temporal Restraint Bracin for Top Chord Temporary more information. Lateral Restraint f" s (TCTLR) Vea el resumen BCSI B2 - Restrica6ril 2x4 min. Arriostre Temporal ,i Instalacion de Ios- n 'e, Trusses para mas information. ger n i rises for first trued IecCly in LGI„ Ilse vai[ir all r,!r,A r„ tap C.Lord tt.mparary I„t r (m,thaiul (, r but In rile nexr-colurnn)_ X90° rUq U(J r i ra), 0 prim,t no"', cr it d r r n ce,,Ia l a 1(- Brace first truss hf.., di, r,i,,um , nn Iut,a,ad t-rnmr i I dr• I:a securely before I =rda ,up,� or (vea la len 1=r p 6/inra erection of additional +alumna;. trusses. ®Do not walk on unbraced trusses. 4 No camine en trusses sueltos. & Web Members for Gable End Frame restraint/bracing/ reinforcement information. Para informaci on score 5 r r restriccion/arriostre/refuerzo Cara armazon de hastial vea el resumen BCSI-B3= Re- striccion Arriostre_ Ground bracing not shown for clarity. Permanente de Cuerdas -)L � Miembros Secundarios. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS LATERAL RESTRAINT ' 11 & DIAGONAL BRACING Web Members �r ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! Q10'-15' max. Same spacing as RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES �'. LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Refer to BCSI-B7 Diagonal Bracing Summary Sheet 10' or 15'rRepeat Diagonal Bracing __TempCrary _& Per LiT_� every 15 truss spaces (30') manent -Restraint Bracin for Parallel a_ 14.6' Chord Trusses for' 1" 16.T tion. more information. 1-118" 18.8' Vea el resumen Apply Diagonal Brace to r / BCSI-B7 - Restric vertical webs at end of 1-3/8" cion y Arriostre cantilever and at bearing All Lateral Restraints 1-1/2" Tem orate d at least two trusses. ovations. lapped 1-3/4" Permanente de 2" ?E' Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shall be Paralelas para mas 10' o.c. max. for 3x2 chords and 15' o.c. for 42 chords. information. INSTALLING - INSTALACIONtrPtff=, 10 Tole r e_ of J t of ran=, Tolelanas Cara F .r r, de -Plano. Max. Bow Length —► / Max Bow Length —� Max. Bow ----- ----- i a--- Length 0 ` Plumb O 2 { Inie ancc for i 'Or/ bob 0 r ct-P:umb. oc.a is aCara D/50 max ) u _ra de Por �4a. 1 'ig1}t,�gf 110*: Max. Bow Truss Length DI50 D (ft.) 3/4” 12.5' Concrete Block 7/8" 14.6' 1l2" 2' 1" 16.T 3/4" 3' 1-118" 18.8' 1" 4' 1-1/4" 20.8' 1-3/8" 22.9' 1-1/2" 6' 1-1/2" 25.0' 1-3/4" 7' 1-3/4" 29.2' 2" ?E' 2" >333' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construccion hasta que todas las restric- ciones laterales y los arriostres esten colocado; en forma apropiada y segura. ®Do not exceed maximum stack heights. Refer to BCSI_B4 Summary Sheet -Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea of resumen 5C5I-B4 Carga de Construction para mayor information. Qerial Height V��t Board 12" or OSB 16" hingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high Repeat d(agonai yacet, +or e ad- set of 4 s, Rcorta !o r r sutr.s ® Do not overload small groups or single trusses. c ovals ,)aa cada No sobrecargue pequenos grupos o trusses individuales. grupo de- 4 -rses. Never stack materials near a peak. Nunca amontone material cerca del pito. C`7( place oads ave many f sjs r le iagonal 1�' ! Coley e ,s ca aa, sc brs tar 01iSSES sza pc s ble. Bracing I PoStuon oads overr Icad ,eating v 1 ; ' Coloque las ca .las Notre leis ,a ears cpx.a ,tes. Truss bracing not ALTERATIONS — ALTERACIONES — - shown for clarity. Refer to BCSI-B5 Summary. Sheet - Truss Damage 7obsite Modifications & Installation Errors. Vea el resumen BCSI-BS_ Danos de -trusses Modificaciones en la_Obra y Errores de Instalaaon. Chords Diagonal Braces every 10 truss spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. <' c, Bottom chords771, i t 10'-15' max. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. Do not cut, alter, or drill any structural member of a truss unless T.. specifically permitted by the Truss Design Drawing. No Corte, altere o perfore ningun miembro estructura) de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construccion o han sido alterados sin una autorizacion previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, Installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor Its not intended that these recommendations be interpreted as not preclude the trusses and does o superior to the Building Designer's design spa ficabon for handling, installing,-restrari ng and bracing p use of other equivalent methods for resin0ring/bracing and providing stability for the walls, columns, floors, roofs and all the interrelated structural building components as determined by the contractor. Thus, WTCA and TPI expressly disclaim any responsibility for damages arising from the use, appliccaatio��wn, or reliance on the recommendations and information contained herein. '1ER TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 608/274-4849 • www.sbcindustry.com 703/683-1010 •—tpinst.org B1wARN11x17 20061115 IIS WEST F1_T:.VA1TON F-ikS s A-Sv 11 Y 1 4 � -; •# �£fn. ;"J\-:'.. Y t T �': .... ., i:: � tr :34i J.�t.,.. . n. :,:t� .S,: t �. .t•': .f.:h 4 � ni` -d}.�.�,F1�R 11 tt !! ■ �t� .. t � .... _ _. ,..::- t•t ,.y 7:. xt, ..ri, .<. ,'.:.:' ...Y.. S..r C. '� nn. 2 J: �-, .. ..: wh.: .�✓" ., -� x. � 'kG.l".. ,� 5�:` .� i' f t. o J C•T � f h/r ..-:. ...�... .:i C....., .:.. , . i - ..,. ., '.f: ..... ...r. . w.. < i ,. .....: ,� - ..,t..n :., ».. ,.{.�„ r .! s . r: . iS" - f :..�:� "fx`E y i ,�.c� '�;,,+ ,• ;), .-... .,... .....: :.. ., . _., ., -r iar.. r. ....� y ..^t t 'h 1`• .G s. -� -_. rM., 3......,. fii 1 s w< ' G i :v .a : 'r.. G'.�: a`'�'`s. ki e L.x '4 J r. . .., . .... �x -" .. ,..:.. •t a � 3 +.- v- e. :..:, ..r� --wY.-.r �., sora J,. s,; '�hv '� z _.k.:.:*c., 3'c :r iii■ ■ ■ ■ Fk It 1 ■ < ■ I•��I• i � �■i■ — � ■� .�I.i...i. � � , ■ NUR.TIa 1:LlrVATNDN Owner: Jane Willoughby 1415 Guill St. Chico Ca. 95928 AP# 005 417 006 Duplex 1320 Sq. Ft....... 660Sq. Ft. each unit Fire Damage Scope of work: Remove all attic insulation Remove and- replace six roof trusses (matcUr existrng)" Replace damaged. -roof -sheathing Repair or replace damaged sheetrock Replace upper kitchen cabinet Inspect wiring and appfiances for damage (repair or replace as needed) New roof New R-38 attic insulation Paint and cleaniup 2(>C> �-- P1_(- r,i --A Ln — in D W 0o Q N � :T m a o 5' O cn 0 �`oXpc < co a— J FReplace Six Damaged Trusses I Provide SMOKE DETECTORS/ALARMS As required by 2007 CBS 907.2.10.1.2 APPROVE4 PLANS AND PERMIT SMALL BE ON SITE FOR 44LL INSPECTK)NS i 0 6 i N � � O C m C D gm �ci toy m o m^ row VI ^ Ul Ln Fence Parking Guill Street 1_-o T -S,, I.' -t' x \1 Lo' EXISTING PORTION OF STRUCTURE NOT PLAN CHECKED EM ------� I°U o© oo �°1u 10 Ep Unit B 4� Unit A L., LP D * Sr0 51tit31�R±? L _i, Rccm RGLr S uta A Nom` BUILDING ��� O�9' PERMIT# GPG ASSESSOWSC)®S _ 0O,6 07 GOG� �AC,�pRN1A PARCEL# THE ZOr147 S005pARpS AS 1G1�1 GEG, ER,G.i STp JU¢215T � EN D 0,-e� i11 PR®JE • ;. r sem, i . PMSG®p Y Tp TH15 ■i■ ■ ■;■ice ■ iii■ ■ ■ ■ ■ ■ ■ ■ I•��I• i � �■i■ — � ■� .�I.i...i. � � , ■ mr ■��� ill��ill�ilii��■s�ii 0101■IE ■ ■ ■ ■ ■ ■�■�■I■■�■ �I .I■I■ ■I■I --A Ln — in D W 0o Q N � :T m a o 5' O cn 0 �`oXpc < co a— J FReplace Six Damaged Trusses I Provide SMOKE DETECTORS/ALARMS As required by 2007 CBS 907.2.10.1.2 APPROVE4 PLANS AND PERMIT SMALL BE ON SITE FOR 44LL INSPECTK)NS i 0 6 i N � � O C m C D gm �ci toy m o m^ row VI ^ Ul Ln Fence Parking Guill Street 1_-o T -S,, I.' -t' x \1 Lo' EXISTING PORTION OF STRUCTURE NOT PLAN CHECKED EM ------� I°U o© oo �°1u 10 Ep Unit B 4� Unit A L., LP D * Sr0 51tit31�R±? L _i, Rccm RGLr S uta A Nom` BUILDING ��� O�9' PERMIT# GPG ASSESSOWSC)®S _ 0O,6 07 GOG� �AC,�pRN1A PARCEL# THE ZOr147 S005pARpS AS 1G1�1 GEG, ER,G.i STp JU¢215T � EN D 0,-e� i11 PR®JE • ;. r sem, i . PMSG®p Y Tp TH15 APNE44a�l��� - eP#✓ OO7:_,3 s s w OR : 1 �! Ili. i �i 7 IIt I� 1�.l I�%, i1(II�fiIllillil llllli:i1,Ijl,1{iii IliiIlIICillf1;!( �x�i�,�t'lief►SII.CII�!►�rll,tfh�'i�li"il' r'N'cHE� 1 Il .oh, d mod ,.. r� t �'�_"; y�]gtyp�PW$yi}"1L�Ey�}_iY.k�iraai�1'" I�`e +M'*K�f �11 b•`,c ,.�,' �l�, ti���i�w �'N��s'�1�,l .? L 44 V4 x F alt a- s� a ;. . '^,.� t«�..,►-a rt:�r..o.,+-.........-....«..«....-...r......-«-..------------ - �J�. SYS�'�MS� PLUS L.INBR, J.D. ADAMS 'COflPANT £► i'INEERINta " ANDERSON, CALIFORNIA '960017 .. •. • ur two. =�• `�' � � , y E y � 4 2276 `Q' A Ctt O V44 tMIL *0° �y j y CA►,1 a .I 4.60/12 Y, _---_ R-' _------------«----------------------------------------------------------------- --- ------------ F'OR.hS AN 43 0 OR LE99 MINIMUM LUMBER TOP CHORD2X 6 DOUG FIR -LAR 01 BOTTOM CHORD 2X 6 DOUG FIR -LAR 01 JOINT. A- 3�9X 7.2'JOIb1T Al -1.3X 1.8 JOINT Be4.5X 36 ALL WEBS 2X 4'DOUG FIR LAR SLD JOINT'C2ig4� 3.d. BRACED WEBS C2-9 i JQINI` D -4.5X3.0 JOINT -E -4.3X 3.L THE _lIIHYMUM-BEARING- 3.5 I4CMES' FOR' SPAN 42'- 2' OR LESS MINIMUM 'LUMBER TOP CHORD02X'6 U,k)o FIR -LAR 01 BOTTOM CHORD02X 6 DOUO FIR LAR 0: 1r Li JOI"T An 3.VX 7.2'JO2NT A1+1.3X 1.8 JOINT Bs4.5X 3.4) ALL WEBS -2X 4 DOUG FIR -LAR ^,TD { JOI�iT C2a4v"3X 3.6 NO BRACED WEDS JOINT D -4.5X 3.6 JOINT E&4.5X 3,6 THE MINIMUM DEARING- 3.5 INCHES .f ,---._--_..-- --------------------------------------__-_------_-___-_--_____�---�._______________�-___-__-____--,,._.,__ FOR SPAN 39'- 4' CIA LESS MINIMUM LUMBER TOP CHORD -2X 6 DOUG FIR -LAR 01 BOTTOM CHORD -2X 6 DOUG FSR -LAR 01' v J!''NT A■ 3.2X 7.2 JOINT A101 -3X 1.6 JOINT 9-4.5X 3'r6 ALL WEDS -2X 4 DOUG FIR -LAR STD JOINT C2 -2,,6X 5-41 NO BRACED WEDS {F JOINT D04 -SX 31.6 JOINT E■4.5X 3.6 THE 'MINIMUM BEARINOw 3.5 INCHES ---------------..,.., _ -- ..._----�*_-__-^----------__�------------------�-�__-_-,...,.-^.._-...._---.._--""__-_---_0000---^----^ > FOR SPAN 36'- 4' OR LESS _MINIMUM LUMBER TOP C80RDM2X 4 DOUG FIR -LAR SS BOTTOM CHORD -2X 6 DOUG FIR -LAR 01 JOANT Am 3.9X 3.4 JOINT Al -1.3X 1.8' .JOINT 8-3.2X 3.6 ALL WEDS -2X' 4 DOUG FIR -LAP SID JOINT C2 -3,2X 3.4 NO BRACED WEBS y, JOINT D -4.5X 3.6 JOINT E -3.2X 3.6 THE MINIMUM BEARING■ 3.5 INCHES ------------ -------'------ -------------------------------------------------------'--_ i• 'FOR SPAN 361- 0' OR LESS MINIMUM LUMBER TOP'CHORD-2X 4 DOUG FIR -LAR SS BOTTOM CHORD -2!X 4 DOUG FIR -LAR ;1 s rY JOINT A- 3'.9X 5,4 JOINT A1 -1.3X 71.0 JOINT Bm3.2X 3.6 ALL WEBS -2X 4 DOUG FIR -LAR STD f JOINT C2.3.2X 3.6 NO BRACED WEBS JOINT Dw3 2X 3.6- JOINT E -3.2X 3.6 THE MINIM DrARING- 3.5 INCHES -_-•---------------�---------.----...__,. _000.0-- ------------------------ ---------- 0000 '- ' - 01 BOTTOM CHORD -2X 4 -DOUG FIR -LAR '01 FOR SPAN 35 1 OR LESS MINIMUM LUMBER TOP CHORD -2X 4 DODO FIR -LAR JOINT An' 3.9X 3.4 JOINT' Al 1.3X 1.8 JOINT B -3.2X 3.6 ALL WEBS -2X. A DOUG FIR -LAR STD Jjovir OINT C2 -3.2X 3.6 NO BRACED WEBS " D -3.2X 3.6 JOINT E■3,2 3.6 THE MINIMUM BEARING- 3.6 INCHES ri-_--'----------------.---------------^--------------------_-,.---------------------------- ---------_---------- i FOR SPAN' 33'- 1' OR LESS 'MINIMUM LUMBER TOP CHORD02X'4 DOUG FIR -LAR 01' BOTTOM CHORD -2X 4 DOUG FIR -LAR 01 JOINT A■ 3.9X 5,,4 JOINT A1 -1.3X 1,8 JOINT 8-3.2X 3.6 ALL WEDS -2X A DOUG FIR^LAR STI1 ? y• JOI+0T C2 3.2X 3.6 NO BRACED WCBS JOINT D■3.2X 3.6 JOINT E03.2X 3.6 THE MINIMUM DEARING- 3.5 INCHES .....-----._....------.._..:.-_-....:.------,_-....-_,...__....-....----------..--------------------�:_-..,:-.«.,----00000000---__-,_-_-..,.»-..-,„ FOR SPAN 31'- AN OR LESS MINIMUM LUMBER TOP CHORDw2X 4 DOUG FSR -LAR 01 BOTTOM CHORD -2X 4 DOUG FIR -LAR 41 JOINT A- 3.2X 3.4 JUINT Al-�•3X 1.8 JOINT 0-3.2X 3.6 ALL WEDS -2X 4 DOUG FIR -LAR STD JOINT C2 -2.6X 3.6 NO BRACED WEBS JOINT D&3.2X 3.6 JOINT E•3.2X 3.6 THE MINIMUM BEARING- 3.5 INCHES 0 --.._. .^-----------------�--------_--------------:------------------------------------- -`-------------------w,-.-- FOR -SPAN 31l- 1' OR LESS MINIMUM LUMBER TOP CHORD42X 4 DOUG FIR -LAR 01 BOTTOM CHORD -2X 4 DOUG FIR -LAR 11 JOINT A-. 3.2X 5.4 JOINT Al -1.3X 1.8 ..jINT B■3.2X 3.6 ALL WEBS -2X 4 DOUG FIR -LAR $1'1) JOINT tBS JOINT 0■3.2XX3,6a JOINT E -3.2X 3,6, THE MINIMUMNO BRACED UBEARING- 3.5 INCHLt -_.---....----.._---------^--------_...,.------------.-------------^-------00 -^-------..-_--_.-- FOR SPAt� 29"-` s R LESS MINIMUM LUMDER TOP.CHORD-2X 4 DOUG FIR -LAR 81 BOTTOM CHORD -2k A DOUG FIR -LAR 41 JOINT C2 2.bX.3 6 3.6 ALL WEBS -2X 4 DOUG FIR -LAR STD JpIrT A 3, 4"JOINT AI 1.3X 1.8 JDINT 83.2X - NO -BRACED WEBS JOINT D -3.2X 3+6 JOINT £-3'.2X 3.6 THE MINIMUM BEARING- 3,5 INCHES _0-------------------- ^------------- ---,. ,.-- -------------------_--. _----..-'----. r THE BEST RESULTS IN -TRUSS FABRICATION ARE -OBTAINED WITH A MECHANICAL JIG YtAT ELIMINATES HA(.MFUL STRESSES CAUSED BY HANDLINoo LACKING SUCH A JIG. GREATER CARE MUST BE FXERCISED IN HANDLING THE TRUSS OR.LARGER CONNECTOR PLATES SHOULD BE SUBSTITUTED. J.D.ADAMS CO, BEARS NO RESPONSIAILITY FOR TNF. ERECTION OF TRUSSES. PERSONS UGINO TRUUSES ;r ARE; C^UTIONED TO SEEK PROFESSIONAL ADVICE IN REGARD TO ERECTION BRACING AND PERMANENT BRACINO. ALL JOINTS MUST BE ACCURATELY CUT AND FIT, DIMENSIONS MUST BE VERIFIED. ALL PLA -"S CENTERED UNLESS SHOWN OTHERWISE. PLATES ARE MINIMUM BASED ON :STRESSES, FABRICATOR MAY FIND FROM EXPERIENCE TRAT SOME ,JOINTS MIGHT REQUIRE LARGER PLATES FOR HANDLING. ALL CONTINUOUS BRACING ON WEBS AND CHORDS TO BE ANCHORED AT DOTH ENDO TO A SUITABLE SUPPORT. (AL•L,BRACING TO PC SUPPLIED BY OTHERS.) ALL WEDS 2X4 UNLESS OTHERWISE"SPECIFIED. ''MULTI0IKE -(BY J.D. ADAMS CO,)SHALL BE t4ADE OF 20 GAGE STEEL AND PRESSED INTO 10TH FACES OF JOINTS, _ -«�--«L-...,-«e_--_-,. • ._:..,:,c ..-_--=-^---=-- ==-::...-_,:-a.._...., --.0..000`-•.---c f, MULIIPLY SPAN by FACTORS'DELOW FOR STRESSES I TRUSS LOADING ROOF '1 `a 4•M AeA1, 78.33(0) Al D 69.20(C1.A-C2 74#30(T) C2 -C A - ■ - 1-'D0.24(T) 1 LL- 16.00 PSF M Al -0- 12.01(C) C2 -B- 22.06(T) i PL'm' 4.00 PSF FOR A ALLXIN�H REAR r � ��` ��� I CEILING FOR 111-L BRACED NE1�Sr USE A 1X4 CONTINUOUS BRACE .-�^""•-� ,p"��^^yy '�" i LLQ 0.00 PSF ; INS GREATER THAN 3 1/2' BUT'NoR#'k EEDI.�lO 4 / U N�y�I"YJ� �l DL- 10.00 PSF i i•� k . � MPA (1 V 1 1.; 6 PAGE 110R STL-15 ADD ONE REARING ALOCK 1'NCPEASE F ACQUIRED MAIL$ ON REARING BLOCK■ MIN.BRO. S --PACE-- ^ -O.C. . 3 ' � SPACED AT .4 a�------_-.---_-------- L -e_-.--.. -__-_---- ...----.+,.,.. ---------- t , r. I� I 1 A y ` rpt Nth u Z: , , 14' D 41 A) F ij C MR049t HAN"'ONGH !j 77`7� 7, '7`1, 77;,,,, 7"" o I ilk ARM1,1 ­ "It - 0. 0- 7, AV - 1 777,17 .......... /Z 14,A SO for Opprova to pri, r t 44 18LAXMX ye. 'A j5A 0,2 7 C) W-4 44,4 , Pg A �,��'hormninjmijrn STATE RESIDENTIAL ENERGY REPUIREMk-NTS fdr this building ....... -sq. ft.,.Aj ... Degree Days, iin f., ..... .... d Dmig n. Tornp. are:. ons 'on: 7YPt 6 U 4. 0 r, �M, k , A uldi Glazing: Sing 10 -allowed; $5, Slab ed(je - R_ 7 R Fdn. Walls ft. - Floors - - sq, 4� V Walls sq, ft. Ceiling/Roof - r R_ Plarrier not re�uirod A AVY0 Circulating pipes - - - Mfg. Wd & Drs. Cot. labeled Dudt5Z 66_!-0.D_U,M.C..-----$W44)g11 Htg. & A.0 Exhaqst Pads ba k:dampe ed Type Gas pilots Wertniffetit k on BTU Max, All Appilian4es cart ified Wfr. H Other: fr.. 1Y P *Fil OA/ 7 T, 4 -A �ev M,4 t-4�e t4om 1 44 ce k PR IDEAPPROVED VENT W. H- '71 AND' I iEQUATE COMBUSTION 1 HEATER. &/Ok ....... .. f Intidll smoka:defector r too, -4 MUST be NOTE.—All Mterials WoAmanshl' Shall Be in P Thk set of 0ans and sp"ift PVA4 Accordance with 111.6cognized Good 1practics and kepf on 4110 j06 of C-9 times and it it unlawfetl to ify prescribed for ffie Specified u:q in tho of a quall I r�ake any chcjnqes or o4oraf itortz on sarne, without Uniform Building, Plumbing & Mechanical Codes and from the bapavtment of Pulaftt; written pormistion Work, County of Buff e. +he National Electrical Codei. TV (ZVA': L4 UY 4 4, NG 'OEPAMSN P4 a ILI 4 + 777777" 4: LZ MEMO