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HomeMy WebLinkAbout040-170-140- , 40-17 - v Floyd Perr y 1 E/S Cummings Rd.,app.1000'N.of Durh*arr✓ 1 Oro Hwy, Durham ;- "• -contra Jerry Price, Chico ' Permit #312-77B;P,E,M(new single family) Permit, -#2083-778 •40-17-3tT� //ll (firepl'ace/SF) TGu am �r. �4- yamy'4 ADE, E LCNGS•:RD; DURHAM �' ' 9462 CUIMN TC�lolnt:,BATRD R0,01 rNG a ' _ ��v. J♦ 1, (` � ' " � :� 64-0,17 0 -146 , 44 fiw I I 06E)d 00000-000-000 dsc:co SOOZIT? avr kill ck I 06E)d 00000-000-000 dsc:co SOOZIT? avr PERMIT NO. 2083-77.B PERMIT EXPIRES I OWNER Floyd Perry CONTR. owner LOCATION (A.P. 40-17-30 port. _ E/S Cummings Rd., app.1000'N.of Durham -Oro Hwy, Durham t Temp. Power Pole Called PG&E Temp. Elea Serv. Called•PG&E /Toep.Gas Serv. Called PG&E / f FINALED ;7 (Date) (Signature) y t � r .. r " � �r • .- _ '" r' �. 1 � �� _ � ' `` " � �r • t 1 � �� � , � .. �� ,� w � . `,� . , COUNTY OF BUTTE - DEPARSMENT 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 StemwaII Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicaped Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing - ELECTRICAL Masonry Walls Throat '--�� Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing 57—//— .7 7 / Tact w�to. ►��. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatin 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 MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS f� do Vul (NOTE: An entry must be made on this form each time you visit the job site.) r• _< PERMIT NO. 312-77B,P,E,M P E a, M 'IMH UTIL. `PERMIT NO. .1z 1917 8 PERMIT EXPIRES 2/9/78 �. '-OWNER Floyd Perry ;CONTR. Jerry Price, Chico LOCATION (A.P. 40-17-30 Port. � g, E/S Cummings Rd., app. 10001N. of Durham -Oro ' Hwy.,Durham Temp. Powers Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. zCalled PG&E�� e JOB FINALED (Date) (Signature) t s .�/���� 7 ��5� THIS•IS.TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS. CALIFORNIA AOIIINISTRATIVE CODE, TITLE TS. STATE OF CALIFORNIA. IN THE BUILDING LOCATED AT: Comings Rd ree r. LotNumber Tract No. EXTERIOR WALLS glass Manufacturer J— M Thickness/Type3 ,"fi b e r R value 11 CEILINGS Batts: Manufacturer. J — Thickness R Value Blom: Manufacturer T -m Thickness, R'% No. Bags 34- Wt./Ba9_Z.�_ Sq. Ft. Covered_ 170.0 R Value 19 FLOORS Manufacturer I� ,SLAB ON GRADE Thickness/Type . R Value Manufacturer Thickness/Type R Value Width of Insulation Inches FOUNDATION WALLS ' Manutactu r ndhic�kness/Type R Value GENERAL CONTRACTOR V) ) LICENSE NUMBER ,all k(�z DATE V SU LA T I ON LICENSE NUMBER 212461 Owner DATE. 6/77 t COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD DATE i REM KS OR CORREC NS zt �r _ LJW BUILDING BUILDING (Cont'd) I PLUMBING Setback Z 7 Firewall Soil Piping !%/�lQGo2/ LOO Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings .� C,5"�- Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing % Water Piping —Z — Piers Roofing j Sewer Garage Fdn. Vents Fixtures Footings ;2--6T--77 J Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test o .....7_ % Temp. Gas Slab Final Sanitation �a�ie O FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough —7-,�?' Reinf. Steel Final Fixtures Bond Beam FIRE SPRIN ERS Motors Framin Test Water Htr. Stucco Final Subpanels Mesh r MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE i REM KS OR CORREC NS zt �r _ LJW COUNTY OF BUTTE- — DEPARTMENT OF PUBLIC WORKS w 7,County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT ao�3; 7 7 authorize representatives of the above-mentioned property for ins X $ignatd're oFPermitee gent ty of Butte to enter upon the In purposes. Date^� ?-77 Receipt No../ (a L Uy ::> White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Of_�UBLIC WORKS By�� Building permit expires Date BUILDING Owner Q ��� SQ. FT. OCC. BUILDING VALUATION Mailing AddressQ� TelepS a No O Fireplace 0 Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty • Telephone No. Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Almi G 190 Each Trap 1.50 1 Q Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 p A. P. N b� — 30 / }� Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W. Ion 'ireDe t. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans ParcelParcel Declaration Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Parcel Approval I Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ,� ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 y �600VOR Y !LESS r' C o ' /� 2-92 LE Main service 1000 AMP ORS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER e 25.00 100 AMP O OR LESS Main service EA. ADD -L. 100 AMP 1.00 NEW CONST. OR ADDNS. ( DWELING ACCLBLDGS,CCUP. &\ 22sgft NEW CONSTR. MULTI.OUTLET NON- (MULTI-OUTLET BRANCH CIRCUITS) 2.50ea - NEW CONSTFi. POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) 109 FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this ' ,. permit is issued_ I shall not employ any person in any manner so 8s to become subject to the Workmen's Compensation Laws of California. 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 PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ TOTAL PERMIT FEE $ authorize representatives of the above-mentioned property for ins X $ignatd're oFPermitee gent ty of Butte to enter upon the In purposes. Date^� ?-77 Receipt No../ (a L Uy ::> White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Of_�UBLIC WORKS By�� Building permit expires Date COONTY'OF BUTTE — -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Vroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the bove-mentioned ty for inspection purposes. X `� Dat \ �c �7 Signator of Permitee or Agent Receip No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO 0 PUBLIC WORKS BY Date wilding permit expires Date �'� BUILDING Owner �P_ SQ. FT. OCC. BUILDING VALUATION Mailing Address 2 - 6 s, (o 7 Telephone No. Fireplace Contractor -TE (_P_/ Total Valuation � c gs � Mailing Address` C� c) PT Permit Fee a — Plan Checking Fee&/or Penalty '1 ca(c o Tele hone No. Permit Fee $ •• 1.2 ZI— Building Address t PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 d C! ",7i n �c Each Trap o 1.50 — rowp N �� r 14 Repair drainage or vent piping 1.50 (onfrig Verificafion Water piping 1.50 Each gas water heater or vent 1.50 Sin A. P. No. O "' Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe W. . Sa n Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA I Parking Plans Parcel Declaration 60' R/W Improvements Lawn sprinkler system 2.00 Bldg. Recd A�+ rcel APProval PI s APProval Permit Fee $ i— NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 '— Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family Du lex Mobil Home 9 Y P ❑ ❑ Others ❑ Main service OVER 600V too AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 NEW CONST. OR ADDNS. ( ACCLBLDGLING OC U &) 2¢syft 141 NEW NON-RESID R. ( BRANCH CIRCUITS) 2.50ea NEW CONSTP- /POWER APPARATUS &) NON_RES,(SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style n Ie O `C Q.�`< �i �(�\C F Ex. Occup(OUTLETS OR FIXTURES) BAL@1 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 �2 License No. 3 N� )i \ 3 Classification )-�'� Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability r n's Compensation. placed on file with the County of Butte a certificate of ;�1'0,h��a,v�e omen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 .� Heating V^ Cooling Ventilation a' Hood 2.00 Permit Fee $ I py Sl $ I certify that I have read this application and state that the above information information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby <- 46't I) bob Fey- TOTAL PERMIT FE $ �S authorize representatives of the County of Butte to enter upon the bove-mentioned ty for inspection purposes. X `� Dat \ �c �7 Signator of Permitee or Agent Receip No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO 0 PUBLIC WORKS BY Date wilding permit expires Date �'� BUTTE C0 NT Y DEPARTMENT OF DEWLOPMEN7 SERVICES BUILDING'PERMIT 24 HOUR INSPECTION #: (530) 538-763V (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP041434 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of pedury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/19/2004 APN: 040-170-140-000 the Business and Professions Code, and my license is in full force and effect. /Q CLicense Number: (fJ Licen�t;� Site Address: Date: Contractor. Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: remove shake reroof w/comp (30) " Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: NADENE PERRY 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 State License Law (Chapter 9 commencing with Section 9462' CUMMINGS RD 7000). of Division 3 of the Business and Professions Code) or that lie or DURHAM, CA 95938 s she is exempt therefrom and the basis for the alleged. exemption. Any violation of Section 7031.5 by any applicant'for a 'perrnit .subjects the 530-891-1003 applicant to a civil penalty of not more than five hundred dollars ($500).):, a LlI, 'as owner of the property, or my employees with wages as their - d sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code" The `Contracto�s''State'License Law does nota I" to an - (Cant: NADENE PERRY---."!- °• - '• � • ''°' -- •••�� owner of property who builds or improves thereon, and who does such work himself or herself or'through.his or her own employees, provided that such improvement's are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of % proving that he or she did not build or improve for the purpose of sale.). O „I„.as owner .of,•the,,,.p.operty,•_am.,exclusively,contracting_..with,, licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does ... not apply to an owner of property who builds or. improves thereon, Contractor: BAIRD ROOFING CO ..and who contracts for such projects with.a contractor(s) licensed pursuant to the Contractors' State License Law.). 11025 MIDWAY ❑... I am Exempt under Article 3 of the Business and,Professions Code CHICO,: CA 95928 • 530-342-1631 Date:'*--- Owner: License #: 631460 " WORKERS' COMPENSATION DECLARATION' I hereby affirm under penalty of perjury one of the following declarations; ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700of the Labor Code, for the performance of the work for which this permit Architect:is issued. 'have' and' will'maintain `wolkers­ compensation insurance: as Engineer: required by Section 3700.the Labor Code, for the performance. of the work for which this permit is issued. My workers',compensation insurance carrier andpolicy number are,:: Carrier. Total Square Ft: 0 S. F. P°li°Y#:2 3➢% Valuation: ❑ I certify that in the performance of the work for which this permit is issued, I shall not .employ any person in any manner so as to C@nSUS Code - become subject to the workers' compensation laws of California, ` t% �— and agree that • if I should become subject to. the. workers' compensation provisions of Section 3700 of the Labor Code, I shall J/(/ forthwith comply with th se pro isions. L Date: S Applicant,, WARNING: Failure V. secure workers' compensation coverage is unlawful' and shall subject an employer to criminal penalties and one hundred thousand 'dollars ($100,000), in addition' to the cost of compensation, damages as provided for in Section 3706 of:the Labor code, interest, and attorney's fees. !- I �� CONSTRUCTION LENDING. AGENCY This permit is hereby issued under the applicable provisions of the Butte County Codeand/or I hereby affirm that there is a construction lending agency for the Resolutions,to do work indicated above for which fees have been paid. Performance of the work for which this permit is issued (Sec 3097 Civ.).B ✓ ��` .�// 9/a (� Name: Y Date: PE IT XPIRES ON: Address: ate ❑ '• 1 hereby certify that the use of this facility shall comply wifK'96clions 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials, ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to co ly with all county and state laws relating to building construction. 1 acknowledge itis unlawful to alter the substance of an official form or document of Butte Count"\ her authorize representatives of Butte County to enter uponthe above mentioned property for inspection purposes. �/� Print Name: ( Signature: Dater 0 Owner 0 Contractor ❑ Agent for OwnerAgent for Contractor 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 PERMIT NO. BP041434 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/19/2004 APN: 040-170-140-000 the Business and Professions Code, and my license is in full force and effect. License Cla s(: License Number: (/��J� Site Address: Date: 5 �7 Q Contractor: tna5L Map Index: Description: remove shake reroof w/comp (30) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: NADENE PERRY to its issuance, also requires the applicant for such permit to file°a^ i signed statement that he or she is licensed pursuant to -the. provisions of; the'Contractor's state License Law (Chapter 9'commencing with'section `9462' CWMINGS RD r 7000) of -Division 3 of•theBusiness and Professions Code) or that he or DURHAM, CA 95938 she is exempt therefrom and the basis for the alleged; exemption. Any- ny violation of Sectiori 7031.5 by any applicant'for�a'permit .subjecfs the t ­­891: 530-891=F003' ' '` a lica t to a civi:,I'p­q'nq!ty of not more than five hundred dollars $500 -2 ❑ I, 'as owner••of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions, """"'Code The Contractor"s''Stafe`License'L'aw does"riot'apFyy'fo an` --—Applicant: "NADEN E'PERRY-­'�`��--� '°°� •°•""��-- ` owner, of property who builds or improves thereon, and. who does _ such .work himself.or herself or•through.his _or.hei own employees, provided that such )mprovements, are' not intended or offered for sale. if however, the building or improvemenis-are'sold within one year of completion, the owner -builder will have the burden of proving that he or she. did not build or imp'r'ove for, the. purpose of sale.). O.wwl„.as owner,.of the,,property,_am, exclusdYejya,contracting,,with,,. licensed contractors to construct the project (Sec. 7044, Business and Professions Code.. The Contractors State License Law.does not apply to an owner o_f.property who builds of improves thereon, Contractor: BAIRD ROOFING CO :and who.contracts for such projects.wifh,a.contractor(s)._licensed pursuant to the Contractors' State License Law.). 11025 MIDWAY O , Pam Exempt under Article:3 of the Business and• ProfessionstCode� ^:CHICO;:CA 95928 530-342-1631 Date. Owner: i s License #: 631460 WORKERS'.COMPENSATION.DECLARATION I hereby affirm under penalty of perjury one of the following deGarations:. ❑''” I; have and,will maintain a certificate of consent to self -insure for' r w......., :... ,.., .,. ,. , :,�. •.W workers' compensation, as provided for by Section 3700 of. the - Labor Code, for the performance of the work for which this permit Architect: is issued. - - . 4 .,;• . V'have' and'will Ynaintain:'workers"'cmnpensation'insurance; as Engineer:" required bySection 3700,the Labor Code,•for the performance, of the work for which this permit -is issued. -My workers'•compensation insurance aa carrier nddppolicy number are: `. ( Carrier: 1J (G Total Square Ft: 0 S. F. Polioy Valuation: $0.00 O' I certify that in the performance of the work for which this permit is Census Code: .,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 I should become subject to, the,. workers' Y compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with th/s%e pro isions. Date: S V ' APPlieantr - •. i WARNING: - Failure o secure workers' coriipensation'coverage is i unliwfur•.and shall subject an employer to criminal penalties and one '8olla'rs f�S l 3 q,,.. „..... hundred thousand ($100,000), in addition' to the cost of compensation, damiges•as.provided for in Section 3706 of;the Labor code, interest; and attorney's fees. - 0 CONSTRUCTION LENDING;AGENCY ` r: ;=•• - This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for'We, ` performance of the work for which this permit is issued (Sec 3097 Civ.) Resolution to do work indicated above for which fees have been paid. L `�/� y ` .� Q By:� Date: Name: ' ' PE IT XPIRES ON: 5II9�D S _. .. Address: ate "D """thereby certify thit the use of this facility shallcomply wilts Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of.hazardous materials. ❑ Notifications in accordance with Section 19827.5 of'California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. 1 hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to corpplywith all county and state laws relating to building, construction._):acknowledge,it is unlawful to alter the substance of an .official form or document of Butte County. he authorise representatives of Butte County to..enter upon the'above" mentioned property for inspection purposes. ' � Print Name: / . I (/4— ]1,4-016l 5 ' Signature: ^Date:. h 0 Owner ❑ Contractor ❑ Agent for Owner i Agent for Contractor •f BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION i For office u e only: CONTRACTOR Name Name Address l 1 Address I Yes State City Phone State Zip Phone"-/n'Fax Map Book State License Number Lot # E-mail Lic. # Cla& (321 i For office u e only: ARCHITECT/ENGINEER Name Address l 1 City I Yes State Zip Phone J Fax E-mail Map Book State License Number i For office u e only: APPLICANT NAME Name Address l 1 City I Yes State Zip Phone J Fax G E-mail Map Book i For office u e only: Zoning Flood Zone SRA I Yes No Ox. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. bBI' �Ly BIN # LOCATION AP# 6 L^u � C) Property Address n Cross Street WORKER'S COMPENSATION Policy Number Carrier C rt If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Aqoog0ge ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 1 of 2 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receipt #: LP IfD1 1 3 Amount: SRA j Sheriff SMIP 6___.9ther Total REV 4-30-04 ,J SUBMITTAL REQUIREMENTS •;. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). D 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. .Mobile, Manufactured, or Modular homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 +, OI x-4'1 e 3 n 130-L l I I I A 4%. DO k g9Pose 4°4° SL —(ob� ole: tee.®eer�r�!Z ►,� LANDINGS AT DMPLY WI H SHALL C0 cJECT10NS 2007 CBC 1009.4 & 1 OOB.1 .5, 1 O 1 0.6 Lr --La ,r ` " C ->^i r 42 �dST .� 1 MSil�zg " '!moi'=:•'� fi-.- C-"�.. .. — `� ��<<... -. .'. +/ 1® i I L. %A I I � PkpZr5ias 3 I. AA py y WITH CALIFORNIA CO 7C -r ICAL CODE' ART. 2 10.8 GROUND FAUN - 0 T PROTECTION E REQUIRED IN ALL BATHROOMS' SHALL LAUNDRY, UTILITY & WET BAR KITCHEN, ',CEPTACLE9 ANp EXTERIOR R 2,5 taa. FR'LT" 14o's o 0 w/ Ate_ its EYP COMPLY WITH CALIFORNIA ELECTRICAL CODE- FOR WIRING METHODS- SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEC FOR THE SPECIFIC METHOD 'I COMPLY WITH CALIFORNIA OF WIRING ELECTRICAL CODE- ARTICLE 250 REQUIREMENTS FOR GROUNDING AND BONDING 0 4� TYP wJ w66A Y� GR6F 0 Ito -ON.T '3ZII �V>y1.31�gR1Nb . PROVIDE READILY ETO IC RCU TESS IBLE BREAKERISI• CAPABILITY FUST BREA cHIESI pISCONNECT(S)• RIES AS AND THEIR ACCESS D DEFINED IN REQUIRED AN CODE CALIFORNIA ELECTRICAL •I Ali Truss Truss Type Qty Ply PERRY830926604 f 473 r A8 HIP 2 2 Job Moss Lumber, Redding, Ca 7.140 s Oct 12009 MITek Industries, Inc. Wed Oct 28 10:44:24 2009 Page 1 7.11-11 14A-0 20-0-5 1 28-0.4. 7-91-79 I 7-11-11 6-0-5 &0.5 4x10 — 4x70 3.8 4.00 12 2 10 11 72 3 13 14 15 1 4 ILII yy R N i 5 A 00 .... d.. 4x10= B 7 24 25 B 28 .4x10= d z7 20 i 17 16 15 20 21 22 23 3x1011 Nailed LUS24 4x4= Nailed Nailed 7x8 Nailed Nailed Nai1ed4x4 LUS24 Wiled Nalled Nailed Nailed 3x10 It Nailed III 8-0-0 14-0-0 I 20-0 0 6-D-0 6-0 0 26$0 I 28-0-0 643-0 1-6-0 1.6 0 &6 0 Plate Offsets (`-Y) I1 0 2 14 0-0 141 f 1.0 0 12 2 0-41,15 0 0 12 2 0 4J, j5 0-2-14.0-0-101,17,0-4-0.0-4-81 LOADING s (pso _ SPACING 2 -00 CSI F in loc I/deft. L/d DEFL ( ) PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.94 Vert(LL)-0.29 7 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC 0.97 Vert(TL) -0.70 7 >476 180 TCDL 7.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.14 5 n/a n/a BCLL 0.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) ` 0.15 7 >999 240 Weight: 266 lb D 10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &BV G TOP CHORD Sheathed or 3-1-0 oc pudins. BOT CHORD 2 x 6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No.1 &BV G WEDGE Left: 2 x 6 DF SS, Right: 2 x 6 DF SS - - -11 - 0 8 min.01 - 62!0-3-8 (min. 5 2947/ 3 REACTIONS Ib/size 1 28 ( ) -- 5 5=-261 LC 5 MaxU Uplift 238 LC ) P ( ( Max Grav 1=3058(LC 11), 5=3129(LC 11) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - 4/758 11-12=-79841758 TOP CHORD 1-2=-8329/774,2-9=-79841758,9-10=-79841758, 10 11-798 _ 3-t2 79841758,3 -13=-8268/846,13-14=-8268/846,14-15=-8268/846;15-16=-8268/846; 4-16=-82681846,4-5=-8625/866 c '^ BOT CHORD 1-17=-70217819,17-18=-70217819,18-19=-702/7819,8-19=-70217819, 8-20=1156/10433, 20-21=-1156/10433, 21-22=-1156/10433, 7-22=-1156/10433, - 7-23=-1156/10433, 23-24=-1 1 5611 043 3, 24-25=-1156/10433, 6-25=-1156/10433, r.. 6-26=-794/8115,26-27=794/8115,27-28=-794/8115,5 -28=-794/8115 c WEBS 2 -8=-68/1865,3-8=-2900/474,3-7=0/553,3-6=-2533/380,4-6=-28/1721 4 l NOTES a „ 1 2- I truss to be connected to ether with 10d 0.131 x3 na11s as follows. P Y 9 ( ) i Top chords connected as follows: 2 x 4 - 1 row at 0-9-0 oc. rows at 0 9 -0 oc. a follows: 2 x 6- 2 r Bottom chords connected s Webs connected as follows: 2 x 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3 Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C -C Interior(1); cantilever left and right L=1.00 - D L=1.00 - 0 late n DO ht exposed; Lumber DOL 1.0 exposed ;end vertical left and ng p P grip P - - oo Lu 50 0 S R 0 Q yi! - t- 1 - -- snow); Category IP Ex B' Partial! Exp.; C 4 TCLL: ASCE 7-05• Pf-20.0 sf flat roof sn g ry p Y P far this design. 5 ) Unbalanced snow loads have been considered 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <7 8) `This truss has been designed for live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 0 Q will fit between the bottom chord and any other members. Ill C7 Cri applied f or the green lumber members. 9) A plate rating reduction of 20% has beeng t 10) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ( ) 11) Use Simpson Strong -Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 15-10-8 oc max. starting at 6-0-12 from the left end to 21-11-4 to conned truss(es) J6 (1 ply 2 x 4 DF) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 1 13) "Nailed" indicates 3-1 Old or 3-12d common wire toe -nails. For more details refer to MiTek's ST -TOENAIL Detail O Continued on page 2 October 28,2009 f t � — I i 3: Moss Lumber, Redding, Ca 7.140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:24 2009 Page 2 NOTES 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 Ib down and 51 Ib up at 8-0-0, 211 Ib down and 51 Ib up at 10-0-12, 211 Ib down and 51 Ib up at 12-0-12, 421 Ib down and 103 Ib up at 14-0-0, 421 Ib down and 103 Ib up at 16-0-12, and 421 Ib down and 1031b up at 18-0-12, and 258 lb down and 51 lb up at 20-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (P � _ -4=-5 4-5=-54 1-5=-20 Vert:1-2 54 2 4 Concentrated Loads b Vert: 7=-58(F) 3=-365 9=-202 10=-183 12=-183 13=-365 15=-365 16=-202 17=-25(F)18=-116(F)19=-604(F)20=-58(F)21=-58(F)22=-58(F)23=-58(B)24=58(B) 25=-58(B) 26=504(F)27= -116(F) 28=-25(F) i F I. b 9 r 4 i •'.Pari daEr n wanavtms arzat R.F.6D �7TsS 4N7YfIS 8N13INCL UQ5C3 kit"•7TiR 'i�FGRENCB�P,dG£bffi9'473 ruts, 20•Y78 es£Q£it;C R iY6.RNTNU l'+J '! B <: t Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and Is for an Individual building component. A Applicability of design paromenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Rai p p is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the �ti ek' pp Y P N 9 .ow�a ro rcaroaM I erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and brocin , consult ANSI/TPII Quality Criteria, DSO -89 and BCSI Building Componenf 7777 Greenback Lane, Suite 109 g Safety Informailon available from Truss Plate Institute, 281 N. Lee Street, Svife 312, Alexandria, VA 22314. Citrus Heights, CA, 96610 Job Truss Truss Type Qty Ply PERRY IJ2473 830926604 A8 HIP 2 °1 o e erence o do al Job Truss Truss Type Qty Ply PERRY R30926602 J2473 A10 HIP 2 1 2 6 7 140 ob efer ce fo al O t 1 2009 MiTek Industries Inc Wed Oct 28 10:44:19 2009 Page 1 Moss Lumber, Redding, Ca s c 5-r1-0 4-t 1-11 4-0.5 4A-5 4 11 11 S.I. = 1:47.2 Sx65 Sx6C 4x4 = 3 4 5 4.00 12 1.5x4 2 6 4xa 96 axe 11... axe 11 3x8=. 5x10= 402 MT20H I I 4x12MT20H ate sets -0 •O-0-8 - - 5 -0 d e •0-0-8 1-4-151. 0- - - -01 [8-0-5:0.0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loo) I/deft L/d PLATES GRIP MT20 220/195 TCLL 20.0 (Roof Snow=20.0) Plates Increase 1.15 < TC 0.97 BC 0.61 Vert(LL) -0.16 8-9 >999 360 Vert(Q -0.53 8-9 >622 180 MT20H 165/146 TCDL 7.0 Lumber Increase 1.15 Rep Stress lncr NO WB 0.19 Horz(TL) 0.13 7 n/a n/a BCLL 0.0 Code IBC2006fTP12002 (Matrix) Wind(LL) 0.08 8-9 >999 240 Weight: 1241b BCD10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &BtrG TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD 2 x 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No.1 &Btr G Tek recommends that Stabilizers and required cross bracing WEDGE installed during truss erection, [be in accordance with Stabilizer Left: 2 x 8 DF No.2, Right: 2 x 8 DF No.2 stallation uide. REACTIONS (Ib/size) 1=1025/0-3-8 (min. 0-1-8),7=102510-3-8 (min. 0-1-8) Max Uplift 1=-77(LC 5),7=77([_C 5) Max Grav 1=1205(LC 11), 7=1205(LC 11) FORCES (lb) -Max, Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD ' 1-2=-2937/239, 2-3=-2370/184, 3-4=-2274/184, 4-5=-2264/185, 5-6=-2373/183, 6-7=-2939/238 ' BOT CHORD 1-9=199/2731, 8-9=-176/2634, 7-8=-199/2732 3-9=0/467, 4-9=-430/70, 4-8=-440/69, 5-8=0/467, 6-8=-611/85 WEBS 2-9=-617/85, NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; enclosed; C -C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI L FESS/O/V LOAD CASE(S) Standard '9 7J N�, 2 43 � 0.r October 28,2009 WARMAIG • Verify doeayn P -u -t- ..d READ NQTBS ONTHIS AM INCLUDED jarEK REFERENVE PAGB 391,7473 r-1. 10,'08 BEFORE USS. ®� Lai Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. design and proper incorporation of component s responsibility of building designer- not truss designer. Bracing shown �iya Applicability of paramenters Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibiility, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - eowrR iQllpcgFRo, aM, 7777 Greenback Lane, Suite 109 fabrication, quality control, storage, delivery, erection and brocing, consult ANSI/TPII Quality CrBeda, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314, Citrus Heights, CA, 95610 !Job Truss Truss Type Qty Ply PERRY R30926603 ,12473 Al2 CAL HIP 2 1 .. ob ere (optional) Moss Lumber, Redding, Ca 7.140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:20 2009 Page 1 :a SE -0-151-11.1 6-0-5 6-i ' -5- 8- 0-0 5.6-7 5-6-7 -10-12 4-0-10 -10.12. 5-6-7 5E-7 Scale: i/4".1' 4x10% 4.12 MT20HI 4 6 12 4.00 F12.. 1.5X4 1.5X4 5 3 6 Y g axms 11 2 7410a 1c [] 4x4-= '10 9 4X10 = :4X4 5X8 = 8-0-0 I 26E-0 184, 1 0 7 12 4X4 3x10 = 19 I tE-0 8-1 7 9 8 6 B-1-12 1.6-0 Plate Offsets (K)0i1 0 2 14 Edcel 11 0 3 11 0 2 0], [4,0 4 4 0 701, [8.1 8-4 Edge], f8.0 3 11 0-1-8] [9.0-3-12 0-3-4] LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC " 0.53 Vert(LL) -0.19 9-10 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC ' 0.60 Vert(TL) -0.47 9-10 >704 180 MT20H 165/146 TCDL - 7.0 Rep Stress incr NO WB 0.24 Horz(TL) 0.13 8 n/a n/a BCLL 0.0 Code IBC2006ITP12002 (Matrix) WmcI(LL) 0.07 9-10 >999 240 Weight: 123 Ib BCDL 10.0 LUMBER BRACING TOP CHORD 2 x 4 OF No.1 &Btr G TOP CHORD Sheathed or 3-4-15 oc purlins. BOT CHORD '2 x 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 OF No:1&Btr G WEBS 1 Row at midpt 4-9 SLIDER Left 2 x 6 DF SS -G 2-4-8, Right 2 x 6 DF SS -G 2-4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer - Installation uide. REACTIONS (Ib/size) 1=1025/0-3-8 (min. 0-1-8),8=1025/0-3-8 (min. 0-1-8) Max Uplift I =-72(LC 5), 8=-72(LC 5) Max Grav 1=1349(LC 11), 8=1344(LC 11) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3358/218, 2-11=3289/226, 3-11=-3238/231, 3-4=-2634/162, 4-5=-2245/186, 5-12=2484/163, 6-12=-2631/155, 6-7=-3257/228, 7-8=-3326/215 BOTCHORD 1-10=-189/3134, 9-10=-101/2175, 8-9=-187/3102 WEBS 3-10=-781/113, 4-10=0/539,4-9=-185/309, 5-9=0/467, 6-9=-745/106 NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C-C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . 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 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) This truss is designed in accordance with the 2006 International Building Code section 2306,1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 71, �`. C 0 - 3 jj ct y, 1' �.* V1-C October 28,2009 WARNING VeHfy d—i9n,pcarnrrur—and PEAAD NOTES ONT7TT.SAM TNCLLtlilsDWTFP'r RPFERP.N EpAG bIIf-7473 ree,, 10-'08WP0RR1JRE. -° Design valid for use only with MTek 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 MiTekf is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the respombi pity of the building designer. For general guidance regarding 1 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component .awrR ro rrnroRHr 7777 Greenback Lane, Suite 109 t Safety Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314. :.Citrus Heights, CA, 95610 I i IJ, Jobe Truss Truss Type Qty Ply PERRY 830926601 � J2473 A COMMON 4 1 er ce (optional) Moss Lumber, Redding, Ca 7:140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:172009 Page 1 80 40 280 7-8-0 8-4-0 8-0-0 4x5 = 7-8-0 S.I. - 1'481 ' 3 4.00 12 1 5x4 11 8 5 7.5x4 y _ 4 5 ] 4.5 [� 4x5 3x10 It 7 - io 11 8 3.8 II 4x4 = 5.8 = -A 3x8 11 3x10 11 J.. 0 2 8-0-0 7 11 15 8-44 Plate OffsetE (X )%H,1211 -5-2.0-2-M.[1;0-0-0 1-3-151, [1 D-0-11 22:Q -21-t-5-0- "-.2-0-2 ] f5 0 0 0 1 3 15] [5 0-5-2 0-2-0] [6 0-4 0 0-3-01 LLl 1- 0 -LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.21 1-7 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -0.73 1-7 >453 180 TCDL 7.0 Rep Stress1ncr NO WB 0.10 Horz(TL) 0.11 5 n/a n/a BCLL 0.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.09 1-7 >999 240 Weight: 113 lb B DL 10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.t&Btr G TOP CHORD Sheathed or 3-8-13 oc purlins. BOT CHORD 2 x 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2 x 8 DF No.2, Right: 2 x 8 DF No.2 Installation guide. REACTIONS (Ib/size) 1=1051/0-3-8 (min. 0-1-8),5=1051/0-3-8 (min. 0-1-8) Max Uplift l=-66(LC 5), 5=-66(LC 5) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2517/192, 2-8=-2222/147, 3-8=-2162/162, 3-9=2162/162, 4-9=-2222/147, 4-5=-2517/192 BOT CHORD' 1-7=-144/2340. 7-10=-61/1603, 10-11=-61/1603, 6-11=-61/1603, 5-6=-144/2340 WEBS 3.6=-t0/748, 4-6=-477/112, 3-7=-10/748, 2-7=-4771112 NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C -C Interior(1); cantilever left and right _ exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �9?,OFESS P, S• "• ��> 46433 October 28,2009 WARNM V.Hfg design. pa -r -f rs and READ NOTES ONTHIS AND INCLUDED hftTE RSF EREMCE PAGE MI. 7473 rr4u, 10•'0 E TOPE USE. � x I 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 ;. 11A't7°als' : fabrication, quallry contto6 storage, aenvery, erecnon ana cnuun , wn.,�n ..,....�„,. �.,.....,.r ��••-..-, --- -• .._ ___. __.._. .a _ .� .----- .... _. _ ___-. _. _ Safety Information available from Truss Plate Institute, 281 N. Lee S reef, Svite 312, Alexandna, VA 22314.. - - Citrus Heights, CA, 95610 Job Truss Truss Type Qty Ply PERRY R3a9zsso5 J2473 J - MONO TRUSS 14 1 Job Reference /ootionail Moss Lumber, Redding, Ca 7.140 s Oct 1 2009 MiTek Industries, Inc. Wed Oct 28 10:44:24 2009 Page 1 711- 0 7-11-11 Scale =1:21.5 2 4M 12 dl 2x4 = S US 11 110 0.(12 4 84 Plate Offsets (X Y)� [170 -2 -14.0 -Q_ -10j 11.0-0-12 1-7-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.17 1-3 >544 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase 1.15 BC 0.53 Vert(rL) -0.52 1-3 >181 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a SCLL 0.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.00 1 ---240 Weight: 25 lb CDL 0.0 LUMBER BRACING TOP CHORD '2 x 4 DF No.1&BtrG TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 x 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2 x 6 DF SS be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=207/0-3-8 (min. 0-1-8), 3=78/Mechanical, 1=285/0-3-8 (min. 0-1-8) Max Horz 1=61(LC 5) Max Uplift 2=67([-C 5), 1=-13(LC 5) Max Grav 2=237(LC 2), 3=156(LC 4), 1=292(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown: . NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp B; enclosed; C -C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category ll; Exp B; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 5) ` 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 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. - 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Q1,OFESS/ Q LIJ C04 Mx .r EXP ® ber 28,2009 Job Truss Truss Type Qty Ply PERRY R3a9zsso5 J2473 J - MONO TRUSS 14 1 Job Reference /ootionail WARN M - 9erg4y dasigx prxnnnef— ..d READ N0778 4N 171fS ARID INCLUDED hffTEKREFERENCE PAGE 1917473 roe, 1WOR BEFORE USE. - Design valid for use only with Welk 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 �rqtp ,y Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the ig ek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding - fabrication, quality control, storage; delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 Job Truss Truss Type Qty Ply 7JobReference 830926606 J2473 J2 MONO TRUSS - 4 (optional) Moss Lumber, Redding, Ca 7.140 s Oct 1 2009 MiTek Industries, 1a0-1e }lois Inc. Wed Oct 28 10:44:25 2009 Page 1 srai. a r 1s.r 4.00 12 2 2-f6D 2x4 = 4 g - 90-0 3 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) _ I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.06 3-4 >999 360 MT20 220/195 (Roof Snow=20,0) Lumber Increase 1.15 BC 0.28 Vert(TL) ' -0.16 3-4 >460 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.03 2 n/a n/a BCLL 0.0 Code IBC2006ITP12002 (Matrix) Wind(LL) -0.04 3-4 >999 240 Weight: 14 lb BCDL LUMBER BRACING i TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD Sheathed or 1-10-15 oc purlins. P I BOT CHORD 2 x 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=45/Mechanical, 4=165/0-3-8 (min. 0-1-8), 2=51/Mechanical Max Horz 4=16(LC 3) Max Uplift4=-43(LC 3), 2=-17(LC 3) Max Grav 3=114(LC 2), 4=217(LC 2), 2=51 (LC 1) FORCES (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; C-C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TOLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct= 1 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 1-0-0 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) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard I s, r� ` G c 04 3 .r z OF Lk� ctober 28,2009 AWAR-NG Parity design Par ¢nmLars sari RErTD NCi7ES 4N Tf77S dNI2 INCLUDSU ltiliTiK AEPERENCS P3GE aVT 7473 rav, 10.V 8 BEFORE USE. " 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 responsibility of the �yi �Te A\� WTI erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding row.ea+D vearo,.n.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component. 7777 Greenback Lane, Suite 109 Safety information available from Truss Plate Institute, 281 N. Lee Street, Suite 312. Alexandria, VA 22314. Citrus Heights, CA, 95610 Moss Lumber, Redding, Ca 7,140 s Jun 24 2009 MiTek Industries, Inc. Wed Oct 28 12:44:32 2009 Page t 3-91-19 Scale = 1:15.2. 4x4 2 4.00 12 1-2 1 Ll 1-3 2x4 = 4 4x4 = 3x8 I 3 8-0-0 1-6-0 0_ -1 6-4.4 Plate Offsets (X,Y): I1:0-2-14,0-0-101 11:0-0-12,1-7-41 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.16 Vert(LL) (Roof Snow=20.0) 0.17 1-4 >544 360 MT20 220/195 TCDL 7,0 Lumber Increase 1,15 BC 0.57 Vert(TL) -0.52 1-4 >181 180 BCLL 0.0 Rep Stress Ina NO WB 0.15 Horz(TL) 0.01 4 n/a n/a CDL 10.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.00 1 ""* 240 Weight: 26 lb LUMBER BRACING TOP CHORD 2 x 4 DF No.t&Btr G TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 x 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 OF No.1 &Btr G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2 x 6 DF SS Installation uide REACTIONS ' (Ib/size) 4=222/Mechanical, 1=348/0-3-8 Max Horz 1=29(LC 3) 6 Max Uplift 1=-18(LC 3) Max Grav 4=246(LC 2), 1=348(LC 1) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-555/77 BOT CHORD 1-4=83/499, 3-4=0/0 1 WEBS 2-4=-518/86 9 NOTES s 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; C-C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 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 1-0-0 wide i t between o will fi tw the bottom chord and an other members. Y I ' 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. ,g,OF SS/, 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 Ib uplift at joint 1. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. �Q 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 Ib down and 21 Ib up at 4-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LU rn LOAD CASE(S) Standard f 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 �f FC Continued on page 2 / tober 28,2009 WARNPNO • Verify design, paramas — and REALI NOTES ONT117SANP dNCLUDED MiTEKRFF&REN EPAGE Aff1.7473 rear. 10-'08 EEFOR6 USP 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 paromenters 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 MiTek° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracingg, consult ANSI/11`11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 281 N. Lee Streef, Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 T Job:.. Truss Truss Type Qty Pry PERRv - 830926607 J2473 J4 MONO TRUSS - 4 9 Job Reference (optional) Moss Lumber, Redding, Ca 7,140 s Jun 24 2009 MiTek Industries, Inc. Wed Oct 28 12:44:32 2009 Page t 3-91-19 Scale = 1:15.2. 4x4 2 4.00 12 1-2 1 Ll 1-3 2x4 = 4 4x4 = 3x8 I 3 8-0-0 1-6-0 0_ -1 6-4.4 Plate Offsets (X,Y): I1:0-2-14,0-0-101 11:0-0-12,1-7-41 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.16 Vert(LL) (Roof Snow=20.0) 0.17 1-4 >544 360 MT20 220/195 TCDL 7,0 Lumber Increase 1,15 BC 0.57 Vert(TL) -0.52 1-4 >181 180 BCLL 0.0 Rep Stress Ina NO WB 0.15 Horz(TL) 0.01 4 n/a n/a CDL 10.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.00 1 ""* 240 Weight: 26 lb LUMBER BRACING TOP CHORD 2 x 4 DF No.t&Btr G TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 x 4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 OF No.1 &Btr G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2 x 6 DF SS Installation uide REACTIONS ' (Ib/size) 4=222/Mechanical, 1=348/0-3-8 Max Horz 1=29(LC 3) 6 Max Uplift 1=-18(LC 3) Max Grav 4=246(LC 2), 1=348(LC 1) FORCES (lb) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-555/77 BOT CHORD 1-4=83/499, 3-4=0/0 1 WEBS 2-4=-518/86 9 NOTES s 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; C-C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 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 1-0-0 wide i t between o will fi tw the bottom chord and an other members. Y I ' 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. ,g,OF SS/, 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 Ib uplift at joint 1. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. �Q 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 Ib down and 21 Ib up at 4-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LU rn LOAD CASE(S) Standard f 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 �f FC Continued on page 2 / tober 28,2009 WARNPNO • Verify design, paramas — and REALI NOTES ONT117SANP dNCLUDED MiTEKRFF&REN EPAGE Aff1.7473 rear. 10-'08 EEFOR6 USP 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 paromenters 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 MiTek° erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracingg, consult ANSI/11`11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 281 N. Lee Streef, Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 T Job:.. Truss Truss Type Qty Pry PERRv - 830926607 J2473 J4 MONO TRUSS - 4 9 Job Reference (optional) Job Truss Truss Type Qty PIY PERRY J2473 J4 MONO TRUSS 4 1 R30926607 Moss Lumber, Redding, Ca Jab Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Wed Oct 28 12:44:33 2009 Page 2 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 2=-225(F) 1. II i I i I I I j I i I i I j l l I i y` c I W.dRId7W • Fm-Ifsr chary- par aematcrs ursd PEW NOTES ON 7711S AAM INCi,UDE'D AffTErPXFELENCE PAGE AYTf.7473 rm+. 30•,09 BEFOR& US& �� Design valid for use only with M(Tek'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 fruss designer. Bracing shown ■■■ Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of thej erector. Additional permanent bracing of the overall structure is the responsibility of the build rTe k*p In Crit ner. F _ti g g or generalguidance regarding fabrication, quality controh storage, delivery, erection and lxacinyg. consultANSI/TPII (7ualNy Criteria, DSB-89 and SCSI 8uflding Component 77ack lane, Sude 109 Safety Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 III iI F ob russ Truss Type J2473 J6 tY Ply PERRY - MONO TRUSS 4 830926608 Moss Lumber, Redding, Ca 1 Job Reference 0 tional 7.140 s Jun 24 2009 MRek Industries, Inc. Wed Oct 28 12:49:32 2009 Page 1 5-11-11 5-11-11 g_0_0 8- 12 2-0.5 3x6 a Scale =1.150 .I 2 i ti 1. 4,00112 i 6 I t 1-2 2-5 -4 i I 13 I 44 = I 5 r4 1.5x4 it 3x8 II:. 3. , 4x4 = 1--1 1-6-0 p_ _1 5- -11 Plate Offsets X Y : 12 1-7-4 1:0-2-14 Ede 2:0-3-10 0.0-9 4:0.1 4 0-2-0 4-3-15 LOADING (psf) 2 0 5 TCLL 20.0 SPACING 2-0-0 CSI (Roof Snow=20.0) Plates Increase 1.15 DEFL in (loc) I/deft Ud PLATES TC 0.44 Vert(LL) 0.03 1-5 >999 360 GRIP TCDL 7,0 Lumber Increase 1.15 BC 0.27 MT20 220/195 BCLL 0.0 Rep Stress Incr NO Vert(TL) 0.09 1-5 >997 180 BCDL Code IBC2006/TPI2002 WB 0.16 Horz(TL) , 0.01 4 n/a n/a 10.0 (Matrx) Wind(LL) 0.01 5 >999 240 LUMBER Weight: 28 lb TOP CHORD 2 x 4 DF No.t&Btr G BRACING BOT CHORD 2 x 4 OF No.t&Btr G TOP CHORD Sheathed or -5-1 1-11 oc purlins. WEBS 2 x 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j WEDGE Fbe k recommends that Stabilizers and required cross bracing Left: 2 x 6 DF SS stalled during truss erection; in accordance with Stabilizer REACTIONS (Ib/size) 4=719/Mechanical, 1=487/0-3-8 Insllatio 'de. Max Horz 1=45(LC 5) Max Uplift 4=-50(LC 5), 1=-36(LC 5) Max Grav 4=728(LC 2), 1=493(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD ;1-6=-930/38, 2-6=-874/44 BOT CHORD 1-5=-59/841, 4-5=-59/841, 3-4=0/0WEBS 2-4=-1105/77, a s'� 2-5=0/216 "e' r NOTES 1) Wind: ASCE 7-05; 85mph TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. exposed ; end vertical left and right exposed; Lumber DOL=1.0II; Exp B; enclosed; C -C Interior(1); cantilever left and right Fy 0 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1w Lr b ® e $) Unbalanced snow loads have been considered for this design. �" �� ' r 4" 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. � 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. ()F ss/� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 4 and 36 Ib uplift at joint 1.� 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, \`t' 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads 748 Ib do Qom` 5-9-6 on top chord. The design/selection of such connection device(s) is the responsibility of others, down and 69 Ib up at y� UU 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). IX C 0 M LOAD CASE(S) Standard e 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 I I q a Continued on page 2 �PC I' .October 28,2009 iYAh'.NINf} . Vm-ejy dosryn par anwI ms and I:.t%dU NOTES ON 9YIIS AND INCLUDRD AffTEKPRPERENCE PAGE hSTl-7473 rve. 30.'08.IIEF0,R6 CP$& � Design valid for use only with MITek connectors. This design is based on u Applicability of design paromenfers and proper incorporation of component 4 rresponsibillity of building shown, and idesig der an signer truss deividual signeromp ne shown 1 Is for lateral support of individual web members only. Additional temporary bracing fo insure stability during construction is the goer. Bracin of the I erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidancrespo e regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iPlt Qualify criteria, OSB -89 and BCSI Building Component �`1l�17Lanegufte Safety Information available from Truss Plate Institute, 281 N. Lee Street, sulte 312, Alexandria, VA 22314. w 7777 GreCitrus Hei i I F I Job Truss Truss Type Qty Ply PERRY Raos26so6 J2473 - J6 MONO TRUSS 4 1 j Job Reference optional) Moss Lumber, Redding, Ca 7.140 s Jun 24 2009 MITek Industries, Inc. Wed Oct 28 12:49:32 2009 Page 2 I i LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (Ib) Vert: 2=-748(F) i r. �I I i I i I I I j i I I I f v moommommm Wd RMN4 - Sa. `fy d—igre gar<anmf— and R.EdD NOTES ONTITIS AND INCLUDED MTEK PXPFJWNCH PAGi AITi•7473 rxu, 16-'08 BEFORA USE. I Design valid for use only with Wei, connectors, This design is based only upon parameters shown, and is for an individual building component. Applicability of design poramenters and proper incorporation of component Is responsibility of building designer- not I— 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 11� OW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding j fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component :.7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 281 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Citrus Heights CA, 95610 i Moss Lumber, Redding, Ca ; 7.140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:26 2009 Page 1 2-7-2 � 11-3-12 72 6cele=7:224 6 Nailed 2.63 12 4 Nailed B 3 Nalled pp Nalled q .3x6 1... 6 2 4x4 = 6. 7 Plate Offsets (X Y)_(2�0-1-10 0-0-8� LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.01 6 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase >1.15 BC 0.05 Vert(TL) 0.02 6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.04 5 n/a n/a BCLL 0.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) -0.01 ' 6 >999 240 Weight: 201b B DL 10,0 LUMBER BRACING TOP CHORD. 2 x 4 DF No.1 &Btr G TOP CHORD Sheathed or 2-7-2 oc puriins BOT CHORD 2 x 4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No.t&Btr G FMiTelommends recthat Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation guide. REACTIONS All bearings 0-1-8 except Qt=length) 5=0-0-12, 7=0-5-11. (lb) - Max Horz 7=64(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) 5 except 7=-176(LC 5), 3=-133(LC 5), 4=-354(LC 5) Max Grav All reactions 250 Ib or less at joint(s) 5, 3 except 7=377(LC 1), 4=768(LC 2) FORCES (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=348/145 NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; C -C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category Il; Exp B; Partially Exp.; Ct= 4 3)Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5, 3, 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 3, 4. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 10) "Nailed" indicates 3-1 Od or 2-12d common wire toe -nails. For more details refer to MITek'S ST -TOENAIL Detail. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FESS/ 1) Snow: Lumber lncrease=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 1-6=-20 Concentrated Loads (lb) Vert: 3=-114(B=32) 4=-567(6=-53) 8=-65(F=3, B=-68) 17 sw r,a W C 0 643' e� � •FAQ f4 :� 4 o V >F tOber 28,2009 Job Truss Truss Type Qty Ply 1 PERRY 830926609 J2473 JC MONO TRUSS 4 Job Reference o do Moss Lumber, Redding, Ca ; 7.140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:26 2009 Page 1 2-7-2 � 11-3-12 72 6cele=7:224 6 Nailed 2.63 12 4 Nailed B 3 Nalled pp Nalled q .3x6 1... 6 2 4x4 = 6. 7 Plate Offsets (X Y)_(2�0-1-10 0-0-8� LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.01 6 >999 360 MT20 220/195 (Roof Snow=20.0) Lumber Increase >1.15 BC 0.05 Vert(TL) 0.02 6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.04 5 n/a n/a BCLL 0.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) -0.01 ' 6 >999 240 Weight: 201b B DL 10,0 LUMBER BRACING TOP CHORD. 2 x 4 DF No.1 &Btr G TOP CHORD Sheathed or 2-7-2 oc puriins BOT CHORD 2 x 4 DF NoA&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No.t&Btr G FMiTelommends recthat Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation guide. REACTIONS All bearings 0-1-8 except Qt=length) 5=0-0-12, 7=0-5-11. (lb) - Max Horz 7=64(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) 5 except 7=-176(LC 5), 3=-133(LC 5), 4=-354(LC 5) Max Grav All reactions 250 Ib or less at joint(s) 5, 3 except 7=377(LC 1), 4=768(LC 2) FORCES (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=348/145 NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; C -C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category Il; Exp B; Partially Exp.; Ct= 4 3)Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' 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 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 5, 3, 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 3, 4. 9) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1, 10) "Nailed" indicates 3-1 Od or 2-12d common wire toe -nails. For more details refer to MITek'S ST -TOENAIL Detail. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FESS/ 1) Snow: Lumber lncrease=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-54, 1-6=-20 Concentrated Loads (lb) Vert: 3=-114(B=32) 4=-567(6=-53) 8=-65(F=3, B=-68) 17 sw r,a W C 0 643' e� � •FAQ f4 :� 4 o V >F tOber 28,2009 Job Truss Truss Type Qty Ply 1 PERRY 830926609 J2473 JC MONO TRUSS 4 Job Reference IJob Truss Truss Type 'Qty Ply PERRY J2473 S2 JACK 4 1 830926610 Job e. c la.. "Moss Lumber, Redding, Ca .7.140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:26 2009 Page 1 9.11-11 4.00 iz 2 CONNECT FOR HORIZ, 198 LBWS. BY OTHERS /Y f — D m I "a CONNECT FOR HORIZ. 198 LBS. BY OTHERS 3 4 LOADING (psf) TCLL f) SPACING 2-0-0 CSI DEFIL in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.08 Vert(LL) 0.00 4 >999 360 MT20 220/195 TCDL 7,0 lumber Increase 1.15 BC 0.04 Vert(TL) 0.00 3 >999 180 BCLL 0.0 Rep Stress Incr NO W3 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2006/TP12002 (Matrix) Wind(LL) -0.00 4 >999 240 Weight: 6 lb LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD Sheathed or 1 -11 -11 ocurims. BOT CHORD 2 x 4 DF No.t &Btr G p BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing { be installed during truss erection, in accordance with Stabilizer Installation guide. F REACTIONS (Ib/size) 4=24/0-3-8 (min. 0-1-8), 2=122/Mechanical Max Horz 4=-198(LC 1), 2=198(LC 1) Max Uplift4=-21(LC 3), 2=-55(LC 3) Max Grav 4=49(LC 2), 2=122(LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; C -C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 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 1-0-0 wide will fit between the bottom chord and any other members. j 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. 7) Non Standard bearing condition. Review required. j 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard I i r s ?,OFESS/Gip M � r � a n dLIJC 04fj lrl s EX (' r ��A O ber 28,2009 Zi 11111m WARNING • V mijy des{_qn p-.nanf and R.F,d➢ NOTES ON THIS dND INCLUDED N TEK REFF&RENCE PAGE bffh7473' r -es. 3 @•'77" USK �Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building componentApplicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing sh h for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the i�C' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding vice�aa,... fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-99 and SCSI Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria, VA 22314.... CiWs Heights, CA, 95610 SII _.- Job Truss Truss Type Qty Ply PERRY J2473 S4 JACK 4 1 830926611 Moss Lumber, Redding, Ca b feren do al - T 40 s Oct 1 2009 MiTek Industnes, Inc. Wed Oct 28 10:44:27 2009 Page 1 sple = 1:13.8 2 4.00 111 _o 54 3 i 4 198 1 - ate Ofteta LOADING (psf) TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP (Roof Snow=20.0) Plates Increase 1.15 TC 0.66 Vert(LL) 0.04 3 >702 Lumber Increase 360 MT20 se 2 I TCDL 7.0 1.15 BC 0.66. Vert(TL) 0.09 3 >313 180 20/195 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.13 2 n/a n/a -BQDL Code IBC2006/TPI2002 (Matrix) Wind(LL) -0.04 3 >689 240 Weight: 91b LUMBER , TOP CHORD 2 x 4 DF No.1&Btr G BRACING BOT CHORD 2 x 4 DF No.1&Btr G TOP CHORD Sheathed or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (Ib/size) 2=19/Mechanical, 4=234/0-3-8 (min. 0-1-8) Installation guide. Max Horz 4=32(LC 5) Max Uplift2=-15(LC 4), 4=-105(LC 5) Max Grav 2=22(LC 2), 4=235(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 85mph; TCDL 4 2psf BCDL=4.2psf; h=25ft; Cat. ll; Exp B; enclosed; C -C Interior 1 ; exposed cantilever sed •end O. left and vertical right P cal left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf= 20.0 psf (flat roof snow); Category g II, Ex B• Partially - ry II E 3) Unbalanced snow loads have been considered for this design. P � y xp., Ct- 1 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` 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 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members, rs. 7) Refer to girder(s) for .truss to truss connections. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard .rLU m { M ctober 28,2009 Citn�s Heights, CA, 95690 - _-_ r- - TI - _a Moss Lumber, Redding, Ca 7.140 s Oct 12009 MiTek Industries, Inc. Wed Oct 28 10:44:27 2009 Page 1 2-0 0 5-11-11 r 2-0-0 3-11-11. ' swie=1.181 3 j 4.00 12 'I s I ry 2 I 1 : 4 - s 3x6 II 'r 198 i 5-11-11 - Plate Offsets (X_Y): 15:0-3-8.0-1-8) LOADING (psf) � /defl 'Ud PLATES GRIP TCLL 20.0 SPACING 2-0-0 CSI DEFL in (loc) I (Roof Snow=20.0) Plates Increase 1.15 TC 0.19 Vert(LL) 0.00 4 >999 360 MT20 220/195 TCDL 7,0 Lumber Increase 1.15 BC 0.03 Vert(TL) 0.01 4 >999 180 TCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.01 3 n/a n/a L 0'0 Code IBC2006/TP12002 (Matrix) Wind(LL) -0.00 4 >999 240 ' Weight: 12 lb BCDLUMBER BRACING TOP CHORD' 2x 4 DF No.1 &Btr G TOP CHORD Sheathed or 2-0-0 oc pudins. BOT CHORD 2 x 4 DF NoA&BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 x 4 DF No. t&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=93/Mechanical, 5=268/0-3-8 (min. 0-1-8) Max Horz 5=48(LC 5) Max Uplift3=-30(LC 5), 5=-106(LC 5) Max Grav 3=107(LC 2), 5=272(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ` NOTES 1) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; C -C Interior(1); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.00 plate grip DOL=1.00 2) TCLL: ASCE 7-05; Pf=20.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct= 1 3) Unbalanced show loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . 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 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard oFESS/pN f C 0 643 0F'C tuber 28,2009 Job Truss Truss Type Qty Ply PERRY 830926612 J2473 S6 JACK 4 1 ob of re 'onal � I U:S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency Important: Read the instructions on pages 1-9. National Flood Insurance Program ecr-rinKil e - PRnPFRTY INFORMATION R�� Policy ivumper Al. Building Owner's Name FLYOD AND NADINE PERRY Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. A2. Building Street Address (including Apt., Company NAIL Number 9462 CUMMINGS ROAD City DURHAM State CA ZIP Code 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-170-140 (5 © - A4. , Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) GARAGE ADDITION Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A5. Latitude/Longitude: Lat. N39.6438 Long. W121.7817 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1B. Ag, For a building with an attached garage: A8. For a building with a crawlspace or enclosure(s): sq ft a) Square footage of attached garage 775 sq ft a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the attached garage b) No. of permanent flood openings in the crawlspace or within 1.0 foot above adjacent grade 3_ enclosure(s) within 1.0 foot above adjacent grade i sq n c) :Total net area of flood openings in A8.b c) Total net area of flood openings in A9.b 972 No in d) Engineered flood openings? 171 Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. CountyName B3. State B1. NFIP Community Name &Community Number BUTTE CA BUTTE COUNTY CA AND INCORPORATED AREAS B8, Flood B9. Base Flood Elevabon(s) (Zone B7. FIRM Panel AO, use base flood depth) 64. Map/Panel Number. B5. Suffix 66. FDaM Index Zone(s) 06007CO520 C Effective/RevisedNE8,199 Date AE' 161.0 � JUNE 8, 1998 �- B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ibe Descr ❑ FIS Profile ®FIRM ❑Community Determined ❑ Other (Describe) i 4 B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 E] Other (Describe) wise B12. is the building located in a Coastal Barrier Resources System C CBRSea or Oth❑e OPAprotected Area (OPA)? Yes No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Building Under Construction*❑ Finished Construction � I n Drawings* ❑ 9 i . Cl. Building elevations are based on. ®Constructio 9 *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/Al -A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE Q .•., _ Benchmark Utilized RM 63 Vertical Datum NGVD 192 vul y Conversion/Comments Check the meas en u e CO ! r feet etue two R��ri 4 a) Top of bottom floor (including basement, crawlspace, or enclosure floor)A [I � � feet ❑ meters (Puerto Rl�co� only) b) Top of the next higher floor ❑ feet ❑ meeer r c) Bottom of the lowest horizontal structural member N Zones only) 158.6 ® feet tenet s P? rto i� ly) d) Attached garage (top of slab) ~ building ®feet [ el Ml idoly) e) Lowest elevation of machinery or equipment servicing the bu g (Describe type of equipment and location in Comments) 157.7 ® feet ❑ meters (Puerto Rico only) f) Lowest adjacent (finished) grade next to building (LAG) 158.0 ® feet ❑ meters (Puerto Rico only) rade next to building (HAG) Highest adjacent (finished) g feet ❑meters (Puerto Rico only) 9 h) , Lowest adjacent grade at lowest elevation of deck or stairs, including structural support SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Ili This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by Jaw to certify elevation l information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001, ® Check here if comments are provided on baric of form- Were latitude and longitude in Section A provided by a �`'� siao3 Coke ®� licensed land surveyor? ® Yes Certifies Name LESLIE W. COKE License Number PLS 5712 N®.5712 �. Title LAND SURVEYOR Company Name PRECISION SURVEYING State CA ZIP Code 95963 �fi OiF Address 1165 HUFF WAY, STE 204 City ORLAND F Date DEC 8, 2009 Telephone 530-865-4194 Signature ` See reverse side for continuation. previous - - - Replaces all edition. FEMA Form 81-31, Mar 09 ��{ IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. policy Number 9462 CUMMINGS ROAD City DURHAMState CA ZIP Code 95938 Company NAIC Number, . I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SITE BENCH MARK IS A PK NAIL NEAR THE EDGE OF PAVEMENT JUST EAST OF THE GARAGE LOCATION ELEVATION = 157.9 L a Signature Date DE 8,2009 ® Check here if attachments SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) �. For Zones AO and A (without BFE), complete Items E1 -E5. if the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, i' and C. for Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. EL Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. ` Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5, Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) j or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code i' Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2_ ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued j. G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments j ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions — �dr, W , O �. ,.�. ..... � t t A � •, _ - ., Fp ._ r A .'., ,. � ,: � : l,. d 'd , t , p .- A'', k, � "fes t �® < 's x y r s: to r} t ,,. r...... f t - x, l .>e.,. , ..., ... x. , . .,, .� ':+ „ , , . t F +, k [r .., P. �1 ,Jp, GENERAL NOTES NOTA S GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ningun modo que the frequency or location of temporary lateral identifique la frecuencia o localization de restriction lateral restraint and diagonal bracing. Follow the y arriostre diagonal temporales. Use las recomendaciones recommendations for handling, installing and de manejo, instalacion, restriccion y arriostre temporal de temporary restraining and bracing of trusses. los trusses. Vea el folleto BCSI Guia de Buena Practica Refer to BCSI Guide to Good Practice for para el Manejo Instalac!on Restriction y Arriostre de los Handling, Installing. Restraining & Bracing of Trusses de Madera Conectados con Placas de Metal*** Metal Plate Connected Wood Trusses*** for para informacion mos detallada. more detailed information. Los dibujos de diseno de los trusses pueden especificar las Truss Design Drawings may specify locations of localizaciones de restriccion lateral permanente o refuerzo permanent lateral restraint or reinforcement for en IDS miembrosindividualesdel truss, Vea lahojaresumen individual truss members. Refer to the BCSI- BCSI-B3 - Restriccion/Arriostre Permanente de Coerces B3 Summary Sheet - Permanent Restraint/ y Miembros secundarios*** para mos informacion. EI Bracing of Chords & Web Members*** for more resto de los disenos de arriostres permanentes son la information. All other permanent bracing design responsabilidad del Disenador del Edificio. is the responsibility of the Building Designer. The consequences of improper handling, erect- Ing, installing, restraining and bracing can result ixAvehaplaia in a collapse of the structure, or worse, serious personal injury or death. EI resultado de un manejo, levantarriento, instalacion, restriccion y arrisotre incorrecto puede ser la condo de la estructura o a6n peor, heridos o r a , < muertos. Banding and truss plates have sharp edges. Wear r -- I� gloves when handling and sa e'y glasses when cutting banding. Empaques y placas de metal tlenen bordes i afilados. Lleve guantes y lentes protectores cuando Corte los empaques. HANDLING - MANEJO A Avoid lateral bending. — Evite la flexion lateral. /.R. The contractor is responsible for properly o receiving, unloading and storing the trusses at the Iobsite. EI contratlsta tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. T � .If trisses are to be stored honzont '! lace � GR blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Flandli_na Installing Pest a.ring_& B.a king.. of Metal Plate Connected Wood Trusses**,: for more detailed Information pertaining to handling and jobsite storage of trusses. Use special care in Utilice cuidado windy weather or especial en Bias near power lines ventosos o cerci de and airports. cables electricos o de 30' to 45' aeropuertos. lacion. 8 pies maximo yr' Spreader bar 45 a 60 pies a+ G — , ,>n for truss 4' D.C. max. * & nostre de los Trussess de Madera Conectados Con Plaras c c Metal*** para informacion mos para Armazones Hastiales . re , >r " ,¢ detahada sobre el rnanejo y almacenado de vea el resumen BCSI-B3 14.6' Use proper rig- Use equipo apropiado ging and hoisting pare levar:tar e equipment. Imps ovisar. J{^et Do not store No almacene 1� unbraced bundles verticalmente los upright. trusses suettos. Si los trusses estaran guardados horizon talmente, ponce bl jqFLa ueando de altura „^ 1, suficiente detras de la de los trusses a 8 pasta 10 pies an el centro. Do not store on No almacene en Para trusses guardados nor mos de una uneven ground. tlerra desigual. semana cubra los paquetes pace prevenfir 10' o.c. max. Rasta 30 pies aunnento de humedad Dere permverb- 30' to 45' 8' D.C. max. lacion. 8 pies maximo yr' Vea el folleto BCSI l la de Buena Praotic7_ 45 a 60 pies a+ G — , ,>n p a F1 Mane n Int lac on iccion v Ar. 4' D.C. max. * & nostre de los Trussess de Madera Conectados Con Plaras c c Metal*** para informacion mos para Armazones Hastiales . re , >r " ,¢ detahada sobre el rnanejo y almacenado de vea el resumen BCSI-B3 14.6' los trusses an area de trabaio. - Restriccion/Arriostre Ground bracing not shown for clarity. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES STEPS TO SETTING TRUSSES RESTRAINT ,& BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Warnino! Don't overload the crane. I Refer to BCSI=B7 Diagonal Bracing I . gr I 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 Summary She:.fit 10' or 15'* S Ropeat Diagonal Bracing iAdvertencia. INo sobrecargue la _ Cruel 9 0 trusses with short member temporary latera! restraint (see below). 4) Install top chord diagonal Temporary & _t - Never use bandingalone to Ii;', a bund'e. ,l I n L )� /every 15 truss spaces (30 ) tinting (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses Permanent Restraint ft a roup of individual: banded bundles. )' P Do not g y (see below). 6, Iw). bottom chord temporary lateral restraint and diagonal bracing (see below). BraGn for Restraint/ I. „ T *** - !\unca use so.o los em a ues ora levantar un a uete. r „""`^�G..., 7) Repeat process on groups of four trusses until all trusses are set, Chord Trusses— No pq P Pq ; N van e un ru o de paquetes em a ueandos , 'x - } o e t g p p q p q n for more Information. , 7 M 1) Instale Ins arrlas_t, s de terra. 2) Instale el primero truss y ate seguramente al a rioctre de individualmentes , , I f � - tlerra. 3 Instale los roximos 4 trusses con restrlcclon latera. temporal de mlemb p conte (vea Vea el resumen SCSI J P P ( �f A single lift point may be Used for bundles with trusses up to 45. Two fin: points may be used for bundles with Warning! Do not over load supporting trusses up to 60'. structure with truss bundle. Use at least 3 lift points for bundles with iAdvertencial No sobrecargue la @structura trusses greater than 60'. apoyada con el paquete de truss@s. Puede tsar un solo lugar de levantar para paquetes de trusses haste 45 pies. ✓ Place truss bundles in stable position. Puede user dos puntos de levantar para Puse paquetes de trusses e1 una position paquetes Testa 60 pies. estable. Use per to menos tres puntos de levantar para paquetes mos de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION DE TRUSSES INDIVIDUALES POR LA MANO _, Trusses 20 f r � Trusses 30' or or less, sup- less, support at r port at peak. f quarter points. Soporte P�w Soporte de del pica los los cuartos trusses de Jde tr,mo los 20 pies o F Trusses up to 20' -p.- trusses de 30 F Trusses up to 30' menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALESI Hold each truss In position with the erection equipment until top chord temporary lateral restraint is Irsfa'ied and the truss is fastened to the bearing points. Sea' nga cada truss an possicken con equipo de gr6a hasra que la restricdon lateral temporal de la cuerda superior este instalado y el truss estA asegurado en los sopotes. Warning! Using a single pick -point at the peak can damage the truss. iAdvertencia! EI use de un solo lugar en el pito para levantar puede hater dano al truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES so° or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Approxi.112 Tagline .� truss length _ � TRUSS:'_L,9 T{730' _ readerl_ TRU5 xr.s HASTA 30 PIES Toe ln� a,a...,�..a. T n Attach n Locate Spreader bar I Spreader, pre de ba 1/2 to above or atifiback max. 2/3 truss length —� mid -height Tagline T SC- ,-UP TO 60' Tata_ 3 H4_TA 6e n:rss Spreader bar 2/3 to t- 3/4 truss length � TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIE$ TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Refer to BCSI-B2 Summary Sheet =Truss C Installation & Temporary Restraint/Bracing*** Top ChOrq Temporary for more information. Restraint on, (TCTLR) Vea el resumen BCSI-92 - Instalacion de `' - ^�,., 2x4 min. Trusses y Restriccion/Arriostre Temporal*** x ., para mos informacion. Locate ground braces for first truss d rectly in Ilse with all rows o:f top chord temporary lat- eral restraint (see table in the next column). =9no Coloque !os a'rloscres de tlerra para el primer truss directamente en linea con cada Una de Brace first truss la filas de restriccion lateral temporal de la s p f— securely bE?fore cuerda supe=rior (vea la tabic en la proxima erection of additional columna). trusses. Do not walk on unbraced trusses. Q No camine en trusses sueltos. abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre B7 - Restriccion/ Apply Diagonal Brace to diagonal para nos pianos de los miembros secundarios pang estabilice los primeros cinco trusses Arriostre Temporal vertical webs at end of (vea abajo). 6) Instale la restriccion latera' temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedlmiento en grupos de cuatro trusses hasta que todos los trusses ester instalados. Refer to BCSI-62 Summary Sheet - Truss Installation & Temporal Resta-ntLBr-acing*** for more information. Vea el resumen BCSI-B2 - Instalacion de Trusses y Restriccion/Arriostre Temporal*** para mos informacion. RESTRAINT,( BRACING FOR ALL PLANES OF TRUSSES RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES This rc,.ralnt & braong method is for all trusses except 3x2 and 4M2 parallcl chord trusses. Este mestodo de restriccion y arriostre es para todo trusses excepto trusses de cuerdas parale!as 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chard Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Rasta 30 pies 10 pies maximo 30' to 45' 8' D.C. max. 30 a 45 pies 8 pies maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' D.C. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. Consulte a un Ingeniero Profesional para trusses mos de 60 pies. See SCSI B2*** for TCTLR options. r✓ %` Vea el BCSI B2*** para las opciones de TCTLR Refer to BCSI-B3 Sum- : mary Sheet - Permanent 16" Restraint/Bracing of Chords & � Web Members*** for Gable End Frame restraint/bracing/ 4w reinforcement information. w : ° Para informacion sobre Max. Bow i t restriccion/arriostre/refuerzo Out of Plumb 3/4” para Armazones Hastiales -�F Length �I Max. Bow ----_ fl L L vea el resumen BCSI-B3 14.6' Max Bow Max. Bow - Restriccion/Arriostre Ground bracing not shown for clarity. Permanente de Cuerdas y Miembros Secundarios.*** Len th4 9>. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS I. 20.8' LATERAL REST6'*MIT ea DIAGONAL BRACING � Web Members r ARC ��E'1Y I P3P ANT 22.9' Tolerances for Out -of -Plumb. ob 1-1/2" 6' 1-1/2" iLA RESTRIca6m 25.0' r ) LATEnAL Y EL 7' 1-3/4" 2" >_33.3' ARR!OSTRE Sc"J VUY y Permanente para- cantilever and at bearing All Lateral Restraints Height ®Do not exceed maximum stack heights. Refer to BCSI-B4 Sum- Trusses de Cuerdas locations lapped at least two trusses. 16" mary Sheet -Construction Lci for more information. Paralelas*** para mos informacion. *Top chord Temporary Lateral Restraint 10' o.c. max. for 3x2 chords and 15' spacing shall be o.c. for 4x2 chords. INSTALLING - INSTALACI®N w : ° Out of Plane Max. Bow Truss Length Tolerances for Out -of -Plane. Tolerancias para Fuera-de-Plano, Out of Plumb 3/4” 12.5' -�F Length �I Max. Bow ----_ fl Di D (ft.) 1/4" 1' 7/8" 14.6' Max Bow Max. Bow 1/2" 2' 3/4" 3' 1" 16.7' 18.8' Len th4 9>. 1-1/4" 20.8' Ir umb 1-1/4" 5'1-3/8" 22.9' Tolerances for Out -of -Plumb. ob 1-1/2" 6' 1-1/2" 25.0' 29.2' Tolerancias para D/50 max1-3/4" 7' 1-3/4" 2" >_33.3' Fuera-de-Plomada. 2 as 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 construction hasta que todas las restric- c!ones laterales y los arriostres esten coloca los en forma apropiada y segura. Repeat cilagonal braces for each set of 4 trusses. Repita los arrisotres diagonales para cada cgrucc, ea 4 trusses. Chords IMpORTANTESi Diagonal Braces every 10 truss ® 10'-15' max. Same spacing as 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 4 Bottom chords SO' -15' max. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. Maximum Stack Height for Material on Trusses Material Height ®Do not exceed maximum stack heights. Refer to BCSI-B4 Sum- 12" Plywood or CSB 16" mary Sheet -Construction Lci for more information. 2 bundles Concrete Block 8" Clay Tile w : ° No exceda las alturas maximas de menton. Vea el resumen BCSI B4 Ca-rga de C_onstrucci6ri para mos informacion. Repeat cilagonal braces for each set of 4 trusses. Repita los arrisotres diagonales para cada cgrucc, ea 4 trusses. Chords IMpORTANTESi Diagonal Braces every 10 truss ® 10'-15' max. Same spacing as 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 4 Bottom chords SO' -15' max. Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. Maximum Stack Height for Material on Trusses Material Height Gypsum Board 12" Plywood or CSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high t ®Do not overload small groups or single trusses. No sobrecargue pequerios grupos o trusses- indivlduales. ®Never stack materials near a peak. Nunca amontone los materiales cerca de un pito. j Place loads over as many trusses as possible. ,(,1 Coloque las cargas sobre barites trusses Como sea posible. I r, I, r �f Position loads over load bearing walls. LY 1 Coloque las cargas sobre las paredes soportantes. I Truss bracing not ALTERATIONS — ALTERACION ES shown for clarity. Refer to BCSI-B5 Summary Sheet - Truss Damage Jobsite Modifications & Installation Errors.*** r� Vea el resumen BCSI-BS Danes de Trusses Modificaciones en la Obra y Erreres de Instalacion.*** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de un truss, a menos que este especificamente permitido en el Dibujo del Diseno del Truss. Trusses that have been overloaded during construction or altered without the Truss lvlanufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se ban sobrecargad0 durante la construction o ban sido alterados sin Is autorizacion previa del Fabricante de Trusses, pueden hater nulo y sin efecto la garantia limitada del Fabricante de Trusses. **Contact the Component Manufacturer for more information or consult a Professional Engineer for assistance. To view a non -printing PDF of this document, visit www.sbcfndustry.com/bl. and Truss Designer rel on the presumption that the Contractor and crane operator f applicable) are NOTE: The Truss Manufacturer 9 P P P professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes eves 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 loading 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. It is not intended that these recommendations be interpreted as fi i tion for handling, installing, restraining and bracing trusses and it does not preclude the superior to the Building Designer's design ec c P 9 9 9 P di it 9 9 use of other equivalent methods for restraining/bracing and proved -ng 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, application, or reliance on the recommendations and information contained herein. 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 • ww..tpinst.org a a� ,. � -:: , sst 'v f ;t A a„a,. l x, .., Il F_.., 1 '.�- _. 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BUILDING PERFAIT# ASSESSOR'S PARCEL# 17 2-(qL01 r7l "31' " -z 5' Gry P -A 6 i—: —4Lo,40 C) • I GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. THE HOMEOWNER SHALL BE NOTIFIED IN WRITING OF ANY DISCRIEPANCIES. 2, THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME COMPLETE RESPONSIBITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; AND THAT CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD DAVID M. SATRE HARMLESS FROM ANY AND ALL LIABILITY. 3. THE CONTRACTOR AGREES THAT HE/SHE SHALL NOT DEVIATE FROM THESE DRAWINGS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE DESIGNER. 4. IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE THE; SAME AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN OR CALLED OUT ON TETE; DRAWINGS OR SPECIFICATIONS OR AS DIRECTED BY LOCAL CODES AND/OR ORDINANCES. 5. ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE 2007 EDITION OF THE "CALIFORNIA BUILDING CODE" (CBC). 6. IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OIF ALL EXISTING UNDERGROUND UTILITIES BEFORE STARTING EXCAVATION. 7. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. FOUNDATION 1. BOTTOM FOOTINGS SHALL BE AT LEAST 12" BELOW LOWEST ADJACENT FINISH GRADE. U.O.N. 2. THE FINISH EXCAVATION FOR THE FOUNDATIONS SHALL BE NEAT AND TRUE TO THE LINE WITH ALL LOOSE MATERIALS AND STANDING WATER REMOVED BEFORE CONCRETE IS PLACED. 3. ALLOWABLE SOIL BEARING PRESSURE USED FOR FOUNDATION DESIGN SHALL BE 1,000 PSF. REINFORCING STEEL i. BAR REINFORCING SHALL CONFORM TO ASTM A615, INCLUDING SUPPLEMENT SI. ALL REINFORCING STEEL MAY BE GRADE 40 (40 KSI). 2. DETAILS FOR REINFORCING SHALL CONFORM TO CHAPTER 7 OF THE AMERICAN CONCRETE INSTITUTE PUBLICATION 318-89, UNLESS OTHERWISE NOTED. 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE CLASS A OR B CONFORMING TO CHAPTER 12 OF THE LASTEST EDITION OF THE AMERCIAN CONCRE"T"E INSTITUTE 319. 4. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 6. LAPS IN WELDED WIRE FABRIC AT SPLICES SHALL NOT BE LESS THAN 8 INCHES. 7. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARDI PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 8. ALL REINFORCING SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING CONCRVTE. REINFORCING CONCRETE 1. A. THE M NIMUN 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE: STEM WALLS AND FOOTINGS 2500 PSI SPREAD FOOTINGS 2500 PSI B. THE MAX. SLUMP SHALL BE 4" C. THE MIN. CEMENT CONTENT SHALL BE 500LBS/CY. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR U. 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 4. ADMIXTURES USED TO INCREASE WORKABITLY OF THE CONCRETE SHALL NOT BI; CONSIDERED TO REDUCE THE SPECIFIED MINUMUN CEMENT CONTENT. S. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS, WOOD NOTES 1. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH FIR, S4S, AND SHALL E3E GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (CBC). 2. WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS, LIGHT FRAMING (2" TO 4" THICK & 2" TO 4" WIDE) NO.2 JOISTS & HEADERS (2" TO 4" THICK, 6" & WIDER) NO. 2. BEAMS & STRINGERS (6X & LARGER) NO. 1. POSTS & TIMBERS (6X & LARGER) NO. 1. 3. PLYWOOD SHALL BE APA RATED SHEATHING AND CONFORM TO THE REQUIREMENTS CONTAINED IN CHAPTER 23 OF 2007 CBC AND SHALL BE OF THICKNESS AND GRADE AS SHOWN ON THE DRAWINGS, AND BE STAMPED WITH THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOC. 4. FRAMING ANCHORS, STRAPS, JOIST HANGERS, ETC. SHALL BE AS MANUFACTURED BY THE-SIMPSON COMPANY" OR AN CBC APPROVED EQUAL. 5. NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE OR SINKER NAILS AND CONFORM TO THE CBC. 6. DIAPHRAGM NAILING SHALL CONFORM TO THE CBC WITH NOMENCLATURE DEFINED AS FOLLOWS: BN = BOUNTRY NAILING AT DIAPHRAGM BOUNDRIES, CONTINUOUS PANEL EDGES. EN = EDGE NAILING, PANEL EDGES. FN = FIELD NAILING, INTERMEDIATE SUPPORTS 7. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN CONTACT WITH THE EARTH, SHALL BE OF PRESSURE -TREATED DOUGLAS FIR WINDOW U -VALUES SHALL BE VERIFIED AS PER TITLE 24 CALCULATIONS BEFORE CERTIFACATE OF OCCUPANCY CAN BE ISSUED, HOMES MUST MEET CALIFORNIA'S 2007 TITLE 24 ENERGY CODE. THE BUILDER WILL PROVIDE HOMEOWNER WITH FORMS CF -1R, MF -IR. CF -61z, AND CF4R FROM HERS RATER. 25"X31' G -A -R -AGE A lr.�.,OA7G • sT7?Q�P TK" It 1 (( S I i SEE ATTA C H tE: D FLOOD ELEVATION CERTIFICATE P -OR REQUIREMENTS 6 -MIL lU'p0�') a E MINIMUM R RETARDER PR LF yLENE \/APDFLOOR SLAB UNDER THG WIT CRHE RN 1 9 1'3 0 V i— CBC SECTIO I i 9 _ s Z-4 2At2GatdJ__- �fo , i �az5'?aC_tS%i_?�r,S2� - 7�ftat..1 t�1iLS f I �4:34l� I I 1 : I - - ,: 551 14 5/� �, k�►.T 5:5-T i., I- 3nt)0 OAT A 'cPoor 404`1 C L I 4x4 0c- Potr I o A 4xA ter- :-vx,.L\3,_AfZ10 6 I I 4 J Z-5 , ALL CONSTRUCTION MATERIALS BELOW THE BASE FLOOD ELEVATION (BFE) MUST BE CLASS 4 OR 5 FLOOD -RESISTANT MATERIALS PER FEMA TECHNICAL BULLETIN TB2-93. THE BFE FOR THIS ATTACHED GARAGE WILL BE 2.4' ABOVE THE TOP OF SLAB PER THE ATTACHED FLOOD ELEVATION CERTIFICATE. A "FINISHED CONSTRUCTION" FLOOD Z ELEVATION CERTIFICATE MUST BE PROVIDED AND APPROVED BY THE BUTTE COUNTY BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. 1 Na -a ��x<�_:_�1� . �.�1_E3L.•.is`'�R�°4_k�..21a_..1-ka''.�? +�-•.__.__ _ Am, COMPLY WITH CAL/Fl ELt ,ciECT RICAL CODE- ARTICLE 25L7 RECD UIREMENTS FOR GROLINDING AND BONDING; COMPLY WITH CALIFORNIA ELECTRICAL C00E• FOR WIRING, METHODS- SECURE CONDUCTORS AND CONDUIT PER ALL APPLICABLE REQUIREMENTS AS REQUIRED BY THE 2007 CEO FOR THE SPECIFIC METHOD OF WIRING oP�Apz 5)M3 > NA2wvi 4ycGcrposr -4kALL 1�'I; gmzlo N,C C LZ 9 I _3Z�► �l 3zII �k.L1.�1zAs'�as�d7 LANDINGS AT DOORS SHALL COMPLY WITH 2007 CBC SECTIONS 1008.1.5, 1009,4 & 1010,6 m -3aAA& COMPLY WITH CALIFORNIA ELECTRICAL CODE- ART. 270.8 GROUND FAULT PROTECTION SHALL, BE REQUIRED IN ALL BATHROOMS, KITCHB_N, LAUNDRY, UTILITY & WET BAR SINKS, AND EXTERIOR RECEPTACLES , . I -r P, ZL,0 i xl�) b )Z Ll F A., Cc, Na . ! v-AP_,30 TTR 4eV�-Fac,..; _��a�— ------------ EXTERIOR PLASTER EFFENCINCY LIGHTING (PERM. INSTALLED LUMINARIES): SECTION STUCCO 150 KITCHEN- HIGH EFFICACY DR UP TO rj Oo/ COMPLY WITH 2007 CBC EFFICACY. ALL HIGH EFFICACY AND ° OF TOTAL WATTAGE CANCHAPTER G 1�CCI�IIJIREI�EN T 8 SEPARATELY 6E LOW LOW EFFICACY LIGHTING MUST BE SWITCHED BATHROOM_ HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR GARAGE- HIGH EFFICACY OR MANUq L -ON OCCUPANCY SENSOR LAUNDRY ROOM- HIGH EFFICACY OR MANUAL -ON UTILITY ROOM- OCCUPANCY SENSOR HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR HIGH EFFICACY ALL OTHER INTERIOR ROOMS (EXCEPT CLOSETS < 70SgR. FT) OR MANUAL -ON OCCUPANCY SENSOR OR DIMMER OUTDOOR LIGHTING ATTACHED TO BUILDING - HIGH OR CONTROLLED BY MOTION SENSOR W/MANUALEFFICACY - ON/AUTOMATIC OFF SWITCH AND PHOTO CONTROL iZ Cs. h .Ft D_ f2 f6c'i r'. 01- y trY, _ -� VEN'TS _Ma u1 �:u.._Z�?''�., •. -- S"L�At.� ISE-- NO Ti4AA N%3L�.�2 .�2�=.6."�..,�.�.�a�,:,..:�.1:�•','.�e� � �a:�:Ja-_1�.._._u..-a�:�'�z'�_'�(�1,�:5�� C, j'� � j� �' y� ,,' If I1 r c12sr-�% 13w, o -ov r p PROVID CAP y ToDlLY A A 6ILITCCESSIELE C OIS CIRCU(7 ONNECT(S), FUSE(S)REAKER(S), I SV REQUlREpR ACCESSORIES AS ITCHES) CALIFORNI AND DEFINED !N A ELECTRICAL CODE 3 "xZ5' GPPu; GsI 3 -COAT [� 7,44- 1,• e s�A� QR41WO' 13 pA\t0 54T,RE ,4 Sq I Glp. l4 0f.LA-1 o CSI. �. vr= 53o-8&5 -79 6 .. . �. •SG'R`c�?C� e A EXTERIOR PLASTER EFFENCINCY LIGHTING (PERM. INSTALLED LUMINARIES): SECTION STUCCO 150 KITCHEN- HIGH EFFICACY DR UP TO rj Oo/ COMPLY WITH 2007 CBC EFFICACY. ALL HIGH EFFICACY AND ° OF TOTAL WATTAGE CANCHAPTER G 1�CCI�IIJIREI�EN T 8 SEPARATELY 6E LOW LOW EFFICACY LIGHTING MUST BE SWITCHED BATHROOM_ HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR GARAGE- HIGH EFFICACY OR MANUq L -ON OCCUPANCY SENSOR LAUNDRY ROOM- HIGH EFFICACY OR MANUAL -ON UTILITY ROOM- OCCUPANCY SENSOR HIGH EFFICACY OR MANUAL -ON OCCUPANCY SENSOR HIGH EFFICACY ALL OTHER INTERIOR ROOMS (EXCEPT CLOSETS < 70SgR. FT) OR MANUAL -ON OCCUPANCY SENSOR OR DIMMER OUTDOOR LIGHTING ATTACHED TO BUILDING - HIGH OR CONTROLLED BY MOTION SENSOR W/MANUALEFFICACY - ON/AUTOMATIC OFF SWITCH AND PHOTO CONTROL iZ Cs. h .Ft D_ f2 f6c'i r'. 01- y trY, _ -� VEN'TS _Ma u1 �:u.._Z�?''�., •. -- S"L�At.� ISE-- NO Ti4AA N%3L�.�2 .�2�=.6."�..,�.�.�a�,:,..:�.1:�•','.�e� � �a:�:Ja-_1�.._._u..-a�:�'�z'�_'�(�1,�:5�� C, j'� � j� �' y� ,,' If I1 r c12sr-�% 13w, o -ov r p PROVID CAP y ToDlLY A A 6ILITCCESSIELE C OIS CIRCU(7 ONNECT(S), FUSE(S)REAKER(S), I SV REQUlREpR ACCESSORIES AS ITCHES) CALIFORNI AND DEFINED !N A ELECTRICAL CODE 3 "xZ5' GPPu; GsI -41/4 o 1QFt V L q P'� [� 7,44- 1,• e s�A� QR41WO' 13 pA\t0 54T,RE ,4 Sq I Glp. l4 0f.LA-1 o CSI. �. vr= 53o-8&5 -79 6 i - — GENERAL NOTE; THIS DRAWRIG BY DAVID SATRE - DRAFTSMAN HAS BEEN PROVIDED TO THE OWNER AS PER THE CALIF. BLDG AND PROFESSAL CODE. DAVID SATRP IS NOT AN ARCHITECT OR ENGINEER AND NO WAY REPRESENTS HIMSELF AS SUCH. ALL ENGINEERING NEEDED FOR THIS a QJiRx?=Y�_ STK PROJECT SHALL BE DETERMINED BY THE LOCAL BLDG. DEPT. DAVID SATR$ IS NOT RESPONSIBLE FOR ANYBODIES INTERPRETATION OF THE PLANS. ORGINAL DRAWINGS ARE THE PROPERTY OF DAVID SATRE. 3`1k _ 7,21--- 6'.O,C , C'd yes. - I Z"Cr,C. �,eti=1C) STANDARDNOTES: l..l•C�,r:a, —._._- ♦ sBFv _j� s� ca1S2i4 i�� 1C 7`PHASES OF THE WORK SHALL CONFORM TO THE 1 OF T THE LATEST EDITION OF THE 0077 CALIFORNIA BUILDINGMINIMUM ARDS DE. 2. AS'CM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS 7�. - �V•J2�_ _?L 0 .� t.t" n�/� <i�in,n2. �v�•N aw afJTS �� N�ar�, 1 ZMt+.� . ' � � "������ � /� _ SHALL BE OF THE LATEST REVISION. rz,1 _ � f 8 ,�. M+a. _z S_yc�,�--- - -- ��-�li�' �.!°�1�_ v CONCRETE: V1 o�c , • ----- -- I. POMAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE II OF II- LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C 33, AND GRADE A PER THE UNIFORM BUILDING CODE. v .o,aa • 2. M RMUM ULTIMATE COMPRESSIVE STRENGHT SHALL BE 2500 PSI @ 28 DAYS (MINIMUM DM 55 SACK F CEMENT PER CUBIC YARD) UNLESS OTHERWISE NOTED ON }J � S , p �•. dJ ,`� . p �- 1-t-- NIS, REINFORCING STEEL: 1. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFOCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED). A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH—3" !_S1 t f B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER # 6 BAR OR LARGER-- 2" #5 BAR OR SMALLER-----1-1/2" C. FORMED CONCRETE NOT MENTIONED ABOVE--3/4" F 2. ALL REINFORCING BAR BENDS SHALL BE MADE COLD AND NO WELDING a t 9[ OF REINFORCING IS PERMITTED. 2n�i,X p,z t/ya " ._._Cot ..•_rJt-tea - FRAMING LUMBER: 1. ALL FRAMING SHALL BE DOUGLAS FIR /LARCH TYP. U.O.N. #2 UNLESS OTHERWISE lip p NOTED AND BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD. µ�} �rUa,c^a '" • # _ -�' _. % • _/, �,a 2. PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARDS. STAGGERED SHEETS 4'-0" AND APPLY WITH FACE GRAIN PERPENDICULAR __— � � TOt SUPPORTS. _ C-45 s t.Zia4xiS e 1 L L A. ROOF SHEATHING SHALL BE 15/32" APA RATED SHEATHING. SEE DRAWINGS FOR REQUIRED NAILING. ell B. SHEAR PANEL SHEATHING SHALL BE AS NOTED ON THE DRAWINGS. 7v .Sa2,r?� ��q(���r,.� - y.ni-t= ? to '. `-9b-(-`t'`,�„4-LV_ t��, I t Bar i _ . -- ? _ 1,, UO 4 LF SL sl ` 4' � ='^ 'Q' ` A1. v • (� S 3. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY _ OR EQUIVALENT. 4, NAILING SHALL CONFORM TO THE 2007 CBC BUILDING CODE UNLESS OTHERWISE t NG)TED. ALL NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED. ZX�nn )ra_ta...-.__..____ _ 5. ANCHOR BOLTS TO BE AS NOTED ON DRAWINGS. ALSO ANCHOR BOLTS SHALL BE PLACED WITHIN 12" OF END AND NOT LESS THAN 4". 2- BOLTS PER PIECE. 6—'' i1_ �.11� U-4Z"<" ? t i rl 1.la, �-oL'ic ,-1-'"�.".%na8�.�!"Mm?_a�sisrza~ �,���� - ----- M..—._.... "1i2r'_•�"'t"'t Irt•- _�a,?Lh ___,��u.S.�.,_4�---- !�%._,� ------ �ba,s� u,o<r.�_•_ __ _.____- _��__. � Qom, � y A�� pry _ it ». -• � ��,� tn�ca r.7✓-Ita../7�,�,�,�sl�� r,.� --- �- ,�: -- --'-,: _— - 1L�_,CIt�._`3t'h __.___ -�5,_. La a���alFac a.1C3.• ._. _. 1lv'4_� _ �RJ3M,rJtQ M J G . �ctyEl l)AiOI!_' s'*2ZAlt._....._ z-X..J1.�'__.rsCcica�kLPCaM la?�� f.1tJ5elk 1 �l_tpli?.tCat7l,TCt'7I)1=1°Q-1°i�� Ota(xT1Ftt'tt�Vl' d 2.-SroFa.Yt�'! rr -• t- - ,>' -- .���....�'k�t.�.11.tt�ATtC��7 � `''R0-4T�V�-�- t b•c . 1 F'/1oL u �vx - - _. ''7 -4±'f Z, 5 F?� -_ !L✓ �t A�` f'� ata lh,' Y oar Q!�±,� Z_ F3'tF� Nr `0 � ^2x-A yv l� , 1-st tare t2 -» 2 2o$Lbr��l►ae� W.f'��-L7Dr�1rJCQ - vv V-3 o A�' E� I/p . . �.•�1#ry - :: .. . , �a Vii, :►i�_V �'�# 1.._� RICO P) �..`z�-��_ .r d CC �1 111 S �Snntis.s��. wis, ci,°`V' � 13laJ11N�`v._�•1f'� r" . ���� F-.__°�? �7 _.,:t�%r-� ___ � -�.� � ._� ...._._ _._ Zx %t��Pd�-�>JSra._ Ta¢�PL.l-i-r-�----- .. �"C� ,_..._-..C'�!�taY'�.S�2L.i�..� d��.�LsLtS2 ►'i.t2{ ,����..f_1._ �n.?�.1_�..(3Cu..?Q.._- ...... _.... �' F^ e 5 n �' I t ,q FILM COPY OWNED APNO 40<' 0 Ilk I} 4 �i' �;�'J. I1�iC1`1��'C10I'i1 .��'I��I Ti vi. If I if I it f If if 'it j J, 1 'I T11 fi L -7777777'7'�_ I1I$for f1tfe, ps, 0� 6r, ftt17 ffftIfTT tII I ji, III ftIttf1Iff17 ttfIffttitttIfIfjf I tIfftfIlI�Jlj, 11., I�5 , 1 1 1 1 1 ! ; 11, 1 1, lit It if f If I' f: if If