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HomeMy WebLinkAbout040-640-020i Butte County Department of Development Services oeurrFa Building Division 7 County Center Drive ecouNj+` Oroville, CA 94965 530.538.7541 Phone I www.buttecountv.net/dds 530.538.2140 Fax REFUND REQUEST APPLICATION Butte County Code 3-41(d) Refund Policy. The Building Official shall not authorize the refunding of any fee paid except upon written application filed by the person originally paying the fee. The Building Official shall deduct all Development Services Department costs prior to authorizing any refund and shall charge one hour at the building division standard hourly rate to process the refund application and recover costs related to application, file set-up, and file archiving fees. Refunds may be processed as follows: The Building Official may authorize the refunding of: (1) any fee paid which was erroneously paid or collected (Refund processing fee not required). (2) permit fees and the plan checking fee when the application for a permit is withdrawn or cancelled before any plan checking is done. (3) the permit fees paid prior to the expiration of the permit providing no work has been done pursuant to the permit. (4) the permit fees paid prior to the expiration of the permit application, if the permit requested is not issued, but not after 180 days from the date of fee payment. (5) The Building Official shall not authorize the refunding of any filing fees, nor any plan checking fees, for work plan checked. http://municipalcodes.lexisnexis.com/codes/butteco/ INSTRUCTIONS: Submit this application to' Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Development Services for a ment processing. CLAIMANT'S NAME: ,,, o7r ADDRESS (Include City/St/Zip) 5Y LIQ R o/z AL t A IV f A&ZAPis t of ( 530 ) 12 !_ - 802J (.530 2? PHONE(S): Cell % S, E-MAIL: ASSESSOR'S PARCEL NO.: ( rS O - D - O Z O [Please use one claim form per permit.] BLDG PERMIT NO.: - 19 1 Receipt No. 1 Receipt No. 2 Receipt No. 3 Q Z' c` Z RECEIPT NO.: RECEIPT DATE:. RECEIPT AMOUNT: 103 i 73G�- REASJO_N FOR -REFUND REQUEST: �l�lGl h : H SC�QC� 07 G✓Dif`L ��'� ��`` `td�'^^ r'Z i� 6.1 ii/ ee Note: This refund form is for fees paid and receipted at the time of applicationlissuance for a building permit. This may involve fees Development Services has collected for other departments such as Fire, Agriculture, Land Development and Environmental Health or collection of County Wide Impact Fees. In the event other department fees were paid along with building permit fees, Development Services will check with those departments to determine if any of the fees paid to them are refundable. This does not include fees paid directly to other departments, nor parks and recreation or school fees. If you paid other fi es and were issued receipts other than from Development Services, please check with them for refund information. (Building Plans for cancelled permits will be disposed of within 10 working days upon submission of a I Request for Refund. If you want the plans, you may pick them up prior to that time. Signature js required of tWindividual who K:/Forms/Refund Application 012608 t paid fees or authorized representative of the business that paid fees. D 180 day calculator f o i UE! WN 6-og. ' e is LV;4'6 e P �. BUTTE COUNTY [ENT OF DEVELOPMENT SERVICES DING PERMIT APPLICATION" �E #: (530) 538-7541 FAX #: (530) 538-2140 LL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # material, becomes subject to the California Public Records Act. All public information .)ection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Nam / f /!1� A �, n F t ,�a�e !� Mailing Address /� tZO,�j - L� k r, c®uge r P� City C � t (0 State CA i ZiplS—onl Phone �,� _ g63 G Fax E-mail CONTRACTOR NameSro let�'?�"J (9`" Address 5 S Lto P L D (Z /1 L - I L A W AC City AI A D I Sta�,A I zipqS Phone Q2 7 _ 2 c% 0 Fax �t rC E-mail -5©ti — Ltpim P SQL 6iL. Lic.# b/? Class PROJECT LOCATION AP# WC - 010 Property Address l'5-/©�1 C e City h j CC2 CI- 1112 WORKER'S COMPENSATION Policy Number 2- dc>06 0 -- O AL Carrier C> A Ir ic OA g D if hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name io ®� C r Address (� ARCHITECT/ NGINEER Name Flood Zone i Address I Yes 1 City Type Const. State 1 Zip Phone Fax i E-mail ' I State License Number PROJECT LOCATION AP# WC - 010 Property Address l'5-/©�1 C e City h j CC2 CI- 1112 WORKER'S COMPENSATION Policy Number 2- dc>06 0 -- O AL Carrier C> A Ir ic OA g D if hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name io ®� C r Address (� 1 APPLICA SIGNATURE f X i DESCRIPTION OR SCOPE OF WORK: A 53, z Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Flood Zone Address I Yes INo City Type Const. State I Zip Phone Fax i E-mail ' I 1 APPLICA SIGNATURE f X i DESCRIPTION OR SCOPE OF WORK: A 53, z Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes INo Occ. Type Const. Ohicrl uod Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds ANT DIRECTOR **PERMIT APPLICATION DATA SHEET** Reference Number: B08-0981 I Date: 05/29/2008 Location: 15 CAROL LEE CT By: KCG Parcel Number: 040-640-020 Sub Type: Remodel Owner Name: HANLON, JAMES IT III & KRISTA Phone: (530) 891-8630 Description: GARAGE CONVERT TO GAMEROOM (552) I PARKS & RECREATION DISTRICTS - The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS F1 Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ E] City of Chico, PO Box 3420,,41,1 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District1545 Vallombrosa, Chico CA 95926 - (530) 895-4711 E] Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 I Paradise Parks & Recreation, 6 626 Skyway, Paradise CA 95969 - (530) 872-6393 I SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 '6LI � Chico Unified School District, 11163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 E] Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 1 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 I Oroville Elementary School Di trict, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural ?Acknowledgment Statement- See Attached Instructions E] ❑ City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 ❑ Other: ❑ ❑ Other: "When filed, this application and all supe information related to this application is su access. Signature of Applicant: 1 material becomes subject to the California Public Records Act. All public to public inflection and will be posted on the County's website for electronic FILE Date: 05/29/2008 1 Butte County Department of Development Services o T TF0 TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR O O 7 County Center Drive O 0 Oroville, CA 95965 0 0 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. Asa reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan! Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line'at http://municiDalcodes.lexisnexis.com/codes/butteco/ I "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0981 Location: 15 CAROL LEE CT Parcel Number: 040-640-020 Owner Name: HANLON, JAMES T III & KRISTA GARAGE CONVERT TO GAMEROOIV (552) Signature of Applicant: FILE Date: 05/29/2008 Phone: (530) 891-8630 Date: 05/29/2008 County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Scott Lern1 1 Construction ADDRESS: 5540 Floral Lane CITY & STATE: Paradise, CA 95969 DATF OF CI AIM- 06/03/08 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION, OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attachedlcalculation sheet APN: 040-640-020 Permit No.: B08-0981 PAID RETAINED REFUND Develo ment Services I $ 1,024.83 $ 178.47 $ 846.36 EH-Buildin Review Fee! $ 78.90 $ - $ 78.90 SMIP $ - $ - $ - 1 SHR - $ - $ - $ - SRA $ - $ - $ - TOTAL $ 1,103.73 $ 178.47 $ 925.26 ..•r.,.•.•.... ::i! :•' '•'•' >B Q1 : x>:»CQUNA A ' Ui7 7r 101001 DVLPMNT SVC 440-001 4210500 $ 846.36 101001 EH Building Review Fee 0021 4614901 $ 78.90 '• d "`' ' 1011430 I SMIP 1001 280 $ - 1011811 I SRR 1800 280 $ - 101001 SRA 0100 4617240 $ - TOTAL $ 925.26 $ 925.26 i, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of 2008, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropliation or Specific Board Approval (Check one) for the same. Dated this day of 1 2008, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND WW 1\v1 W-5IG WGGWvv 1"I; LII\G-/1V1J11 VR J UJG VI\Li DEPT & SUB PROJ I SUB. OBJ 1 CLAIM NO. I INV NO. I INV. DATE I ENCUMB. GROSS AMT. iBUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES f BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 15 CAROL LEE CT Owner: Permit No: B08-1023 APN: 040-640-020 HANLON, JAMES T III & KRIS Issued Date: 06/03/2008 By KCG Permit type: MISCELLANEOUS 15 CAROL LEE CT Subtype: Water Heater C/O CHICO, CA 95928 Expiration Date: 06/03/2009 Description: REPLACE WATER HEATER, INST, (530) 891-8630 Occupancy: Zoning: Contractor Applicant: Square Footage: LEMM SCOTT MICHAEL LEMM SCOTT MICHAEL Building Garage Remdl/Addn P O BOX 8573 P O BOX 8573 CHICO, CA 95927 CHICO, CA 95927 Other Porch/Patio Total (530) 321-8844. (530) 321-8844 FEE INFORMATION DBMSC Window/Sldng GIs Dr -Rept $119.00 DBP Water Heater (qty)' $59.00 Total Charged: $178.00 Fees Paid: $178.00 Balance Due: $0.00 Receipt No: B7540 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License LEMM SCOTT MICHAEL C761747 / B / 04/30/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIR UNDER PENALTY OF PERJ Y that I am licensed under provisions of Chapter 9 (commencing w' Section 7000) of Division 3 e Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in full force d effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the i basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 06/03/2008 , the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Conti oes ignature ! 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I work himself or herself or through his or her own employees, provided that such improvements ❑the I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or perfo ce of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the STATE FUND 272-0000650 I 06/06/2009 Cartier. Policy Number: Exp. Date: Contractor's License Law.). (This section nee not a completed if the permit is or one dollars ($100) or less. ❑IAM EXEMPT under Section B. 8 P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ❑ X 06/03/2008 ISSUED, I shall not employ any person in ny manner so as to become subject to the Workers' Compensalio Laws of California, and a ee that if I should become subject to the workers' compensati provisions of Section 37 of the Labor Code, I shall forthwith comply with those Owners Signature Date provision I X I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building 106/03/2008 Signet re ' Da 1 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any ewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Coun to enter the abo mentioned property for inspection purposes. I hereby certify that I am the prop ow r or�Orized the property owner's behalf. C p L 06/03/2008 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ame of PerMittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner E Contractor OR: Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City State zip I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 =�' o A FEE WILL BE REQUIRED AT TIME OF APPLICATION (� .� Website: www.buttecounty.net/dds OV N� PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name // vJ / O fit • Firs e r l .I V Ah -;-v Mailing Address JS t�CilO Zee cen/,- CityC /_ o cc State Zip 15Y 5 Z Phone 0 _ g © Fax E-mail CONTRACTOR ARCHITECT/ENG/NEER Name Cd �elwwl City Address 5-5-"10 FC D/! AL GAA LE City P I)/( E StateA Zip S PhoneC�3o 32)- gpq Fax 822- 2866 E-mail f� . Y&640-6,11L. Fax lac. # 7/ 1 7 YL Class State License Number G km PERMIT NO. 'b0�. IO BIN # PROJECT LOCATION AP# OL..�O . 406 020 Property Address I S�— City 111e- WORKER'S 1iC WORKER'S COMPENSATION Policy Number .7 2— Cab 65-0 ®� Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY /C Name J _ L r Address tet/ APPLICANT INFORMATION ARCHITECT/ENG/NEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Nametl L/ e Address City State Zip Phone Fax E-mail ciGNATURE RE DESCRIPTION OR SCOPE OF WORK. i S Type Const. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (fA _MA- (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER YO `(2 L� v ZONING BUILDING PERMIT OWNER eJ TELEPHONE SO. FT. OCC. BUILDING VALUATION -OWNER'S MAILING ADDRESS � �) C"/ L ) C•/TrEL�HONE�� CONTRACTOfS ` JtJA� �O CONTRACTORS MAILING KESS ` P /O✓ CLl1C� SrS �� Ih CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS /rEnergy l (-, Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: t> 1 f�- � y ' &f /---c' 4-- Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service "AvOR',ss 23.00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is Il fullforceand effect. I License Class � Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO tOooA 46.00 NEW CONST. DW NG OCC OR ADDNS. ( 8 EWACC. BLD S. SO 3.50FT. CONST. MULTI.OUTLET 97,50 POWER APPARATUS a SINGLE 0LmEr CIR. JOR FOCTURES Ex. Occup.OUTLETBAL. 20 @ 1.00 @ .50 LISS Ex. Occup. oinrs (..16.) E, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 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 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' comp n pn insur ce carrier and policy number are: Carrier Policy Number - (The above sections need not be completed if the permif is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Lab r Code, I shall forthwith comply with those provisions. X 91,4 4- Date �� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demoliti or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. 0. FEES IMP FLOOD COf PARCEL PD HD ISSUE This permit is hereby issued under the Of the Butte County Code and/or indicated above for which fees have q By PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. Date Ls _)h � IDete Receipt No. WHITE-D.D.S.- .D. CANAR SSE OR PINK -I SPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT a -by 3�— ASSESSOR PARCEL NUMBER �� - wffigogwaO- D54-1 ZONING BUILDING PERMIT OWNER HANLON JIM & KRTDTTNE TELEPHONE SO, FT. OCC. BUILDING VALUATION Cont 20,9000 . OWNERS MAILING ADDRESS 15 WOU1EE 01. CHIC0, CA 95998 CONTRACTOR'S NAME BLUE HAVEN POOLS TELEPHONE 1899-8449 CONTRACTOR'S MAILING'ADDRESS 275 FAIRCHILD (;TF.- 100 A CHIM, CA 99971 CONSTRUCTION LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ y ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 216.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $00 BUILDING ADDRESS 15 CAROLE LEE CT. CHICO CA Energy Plan Checking Fee $ Watkins Subdivision $ PERMIT FEE S 9 - LOT NO. 4 PARCEL MAP SUBDNISION'SNAME 116-3/5 4-2/-89 1.24a4 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EY Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15-0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: NEW POOL 1v1ASTER 503-97 t Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S1 GI W1 @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force an effect. J C} 7/000n License Class CS f.--" S � Lic. No. • ! / � ` OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compeation insurance carrier and policy number are: Carrier k , Policy Number L yy (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply wP7� X j ) 0 Z Date I r Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so NEW CONST. DWEWNG OCCUP. SO DWE200ALLING CC OR ADONS. ( a ACC. BLDS. 3.5¢FT: NEW CONS .OUTLET MULTI - NON-RESID. 97.50 POWER APPARATUS a SINGLE OUTLET CIR. E7(, OCCU OUTLET OR FIXTURES BAL O .50 Ex. Occup. our��tcrs .=°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric 30.00 PERMIT FEE $ 50.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TO L FEE $ 44 0 HAZ. D. FEES IMP FLOOD --. CD PAR PD IVcompensation 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 aid. By f i Dote PERMIT EXPIRES 0N3 4 Oc3 Date ReceiptNo. 3 y3 y3337773 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I�Vee M/..' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ., 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER:t / ,W, +1�1" rJT /N� , //19 N/O/V ASSESSOR PARCEL NUMBER f Proposed Building Use: law Counter Technician: Date: r Items required in order to apply for per it. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans,.3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 1 ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed b the he en ig neer. Items required for initial plan review. If,checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ,\ Date Received By f' ❑ 8. Flood Elevation Certificate wet -stamped and signed, in duplicate ......................... ?...... ; ❑ 9. Plot plan andbustness heerise approval from the City of Biggs .......................... . t3�.F�,�,�_ ❑"{10. Letter of intent for non-residential buildin s...................................................k ..... i ❑ 11. Detached Accessory Building Form1filled out by the owner ..................................... x ❑ 12. Hazardous Material Form.............`................................................................. F` co Other I `' r t., Remaining items needed to issue the permit. (May require -additional plan review upon receipt of the following items.) ❑ 14:' -Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......I.................................................................: ❑ 18;, California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about I] Improvements, ❑ Drainage ............................... t ❑ 21. Encroachment Permit'for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information'°(,Number Name Style, Classification ❑ 24. Worker's Compensation Carrier an,, licy Number ............................................. ❑ 25. Owner -Builder Verification (❑ Givewto owner, ❑ Mailed to owner) ..................... El 26. Letter of Signature authorization...!............................V.............................. ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance...........:.;h:-:............................................. ❑' 29. Existing violations and/or expired permits.........`.^-:".......................................... DIP. ❑Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letterfrom Legal Owner, ❑ C eck to H.P.D. $ C7 31. Other: v When"issued Telephone z,r and hold for picku I have been informed of the above items and requirements for obtaining a building permit. 3r?~p s r Applicant: `;. Date: 1. Index permit application for the above items numbered: Gd Plan Check Letter ,e rMontractor, ional items required t 1., designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: _ �Z I' designer, owner, was advised the abo e d to by ❑ phone, ❑ mail, ❑ couPtef, by Date eSdy, . �M �� #j Date:Y 7 O Z Plans approved by: Date: �Z Structural reviewed by `Dates e: �*,.tvc�r:~r,Structural approved by: Date: Note transfer by: Date: Yellow: Building Division �1) t 4 le 71 J4L e- -Fe r G► A fl J Go vt1- r 4 y, EA. - SB. USE ONLY Plot Pian Attachod X008t=9an A c ad Sent to ®.D TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 02 ftZ AL 0&- 621LO-12Q Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well � Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 ©'4 D- ia'HO-D2b ki;= `LINTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541, PERMIT NO. 1.P:ev.12/96) APPLICATION AND PERMIT :_0_q ASSESSOR PARCEL NUMBER zG�_ BUILDING PERMIT OWNER <J7, n^ TELEPHONE SO. FT. OCC. BUILDING VALUATION J c k' 'OWNER'S MAILING CONTRACTOR'S NAM - ` 1 TELEPHONE By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROD•APPLICANT I 1r)„t. CONTRAC TQRS, MAIU ADDRESS ^� CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ` 1 Energy Plan Checking Fee $ — K) FAT V—) 3 $ PERMIT FEE $ LOT NO. SUBONISIONS NAME ' IG /-' jqI^-7' ^ PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE 112 - 1 -AC SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00! TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U61nstallation ❑ Oth Describe Work: (\J�J�tJ` Gas piping system t- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ ELECTRICAL PERMIT j Fling Feel 20.00 Main Service '..AoOR'E 200A R LEss ISS 23.00 i L� A V *PERMIT FEE PAID SRA SHERIFF O r, AM* WN T RECEIVED : � � ` * NVA TOHAZ. se Pir mwo c,o#pjm Main Service 200A TO 1000A 46.001NEW OR ADD NST. ( DWELLING rC. OiDC SUP. 3.5. ST. j _ NEW CONS . MULTI -OUTLET NO I. @7.50! _ POWFA APPARATUS 8 SINOIE OUTLET CIR. _ EX. Occup. OUTLET OR FOCTURES 20 @ 1'0 BAL �V .w I _ Ex. Occup. OFIX DS R ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20 .00, Misc. 23.00i._ I 6:� PERMIT FEE $ —� MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation — PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT L FEE L`� 0. FEES 1 P ^/ FLOOD OPp' i HO v This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROD•APPLICANT I 1r)„t. FAI We;1 4 4010C •• Z=77 7 -7 �D 70wO&I-t F4T. '440t 1.0.&1 $ pr �A eT due DPA AV HA ORNGS SHALL BE CLEAR OF ALL EAS I A SET BACK OF_ r_5 — FT. FROM THE Sm ' FT. FROM THE REAR CPROPEPILINE Si TY LIN r -ROM THE ROAD ENTER CI-E-AR OF STRUCTURES AND EQUIPMENT I FOR A 2 FT. SAVE OVERHANG- eLL do ctin•- 6?JTTE- COUNTY * 8U,ILDING DEPARTMENT APPROWD Environmental Health MAR - 12002 Chico, calitomi, P" 44DOIS01iP1 m dt ,a taw 44010JI i0ol -70 r4T. A"? L.O.&I u% AI PLANNING DIVISION -BUILDING PLANA ROVAL Use:—Old Date: LA .Parking- Landscapingt Other: Signature: — LP6, I i U L 2 - 9 icj-96 Ch.;co, Calitomia P" > a) o RESIDENTIAL _ 040-040-061 PERMIT096-1615 PAIVA, Dan & Michelle 1 15 Carol Lee Ct., Chico 1 New Single Family i t �v -- n OFFICE COPY Address 1 . F GAS Meter By Date 3� ELECTRIC Meter By Date t ( ELECTRIC / ' f Meter By Date n�(o JOB FINALED (Date) -- Signature 'i ' r c RESIDENTIAL _ 040-040-061 PERMIT096-1615 PAIVA, Dan & Michelle 1 15 Carol Lee Ct., Chico 1 New Single Family i t �v -- n OFFICE COPY Address 1 . F GAS Meter By Date 3� ELECTRIC Meter By Date t ( ELECTRIC / ' f Meter By Date n�(o JOB FINALED (Date) -- Signature V :,OK O = Not OK, - `=Nott ReadApply MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) ., .5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete , 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ /'L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 1 ' Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector - 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD ,approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r MISCELLANEOUS Date DEC", COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI ' 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 O O = Not OK = Not Applicable Not Ready RESIDENTIAL (E. ' = Date LINDF,RFLOOR (Plans) OK except N's o -Setbacks-Easements-Flood-Slope ' ' Ft in; Soils-Elec. Grnd.-/ /" Ftg. Depth 13,4g- Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wra pped 6a. Ho owns and Special Anchors ab; Ste rapped ad8. PieSserireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBILNG (Permit) OK except a's r Htr.: Vent -Access -Combustion Air -Baffle r Pipe:- st & Anchor -Nail Protection - - --- ------------ est -Fittings & Anchor -Nail Protection rer Pan: Test. First Floor -Tub Access ;l Tub & Shower. Second Floor -Tub Access ----------------------------------------------------------- - 2LeaT'Pipe: Size & Anchors Date�2�+-�� Card B-1 - Date Card B-1 --------- ------------------------- ------.._. . - - -- ----- --- --- - --- --------- -- ----------- ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except u's 22 -Fixture & Transformer Clearance -Ins. Protection -------- 1 ,Receptacles Spacing -Lights & Switches at Doors - ize Boxes & No. of Conductors -Stapled ----- ----- 2�omex Installed Close to Edge of Studs & C.J. -- 9G!Equip. Ground made up wrMech. Fastners-Bond Gas &Water ----------------------- Appliance Circuts in Kitchen & Conductor Size/GFI feed Wire Si�. Cu or AI-A.C. Wire Size 0 ga. or At ---------------------------- _ - �nge Circ. r ga. Cu or A Oven Circ. ga. Cu or Al. Insulated Neutral ❑ No ------- - --- - ---------------- .............. .. _46--6ervice-Riser Conductors & Ground -Main Disconnect - ------------------------ _ _............. ....... -44-Equip. Clearances Panels-Motors-Mech. Equip. ------------ -------------------- -------- ----------- ----._. ..-.._. ....... .. 32. Clothes Closet Light -Shower Light -Spa Light --- --------- f -- 313. Smoke Detector ------------------------------- - -- -----........_. ... ------------------ - ---------.... ....... .......... .. Date fi Card B-1 Date Card B-1 ---�Ti`. So ..----------- Date Card B-1 Date Card B-1 Date MECHA CAL.(Permit) OK except ra's C. Ducts Insulation & Support k ---- ----- -- - . ... .. _... .. 35 Vent Fan: Exhaust above insulation - - and nsate Dram &Overflow: Size &Grade 3 •�ce-Vent: Access -Comb. Au -Return Air Vent -t 15 outlet 3" lac Access & Platform it Furnance in Attic - Date _ t Date Card B -t .. Date Card B-1 Date Card B-1 Date FRAMI Plans) OK except la's per Material & Anchors 4 W Studs -Nailing. Spacing & Bracing-P(ates_Sound . .... .. F. Be g Walls over Girders & Floor Nailing top in Walls (rat proof) ._....i-:Heaed-er.s--&-.B-e-a-m--Si--ze--&-.B-e.a-ri.n.-g- ',ingle ....... ........ ..... I.... ops: Furred Ceilings -Stairs -Chases -Tub & Duplex) - Date FRAMING (Continued) 7^� Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin-root Bra Tru -Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance -- -- Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles - --- Windows or Exiting Doors -Sill Hgt. & Dimensions _ -.-Garage Fire Protection Framing/ Ll�ti�, 12C -- ---�Jt -Property Line Firewall & Openings _ Doors -One 3' -Check Garage -3rd Story, 2 Exits �y --_Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers iding_Nailing Veneer-- -- PSJS('JZI . Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 7. Glazing Area -Glass Protection -Skylights -Plastic Sia. Shear Walls: Nailing -Bolts 5 .-Insulation-Walls-Ceilings 60. Infiltration -Walls -Windows -------------------------------------------- Date ----------- ----------------------------Date Card B-1 Date- Card B-1 ------------------------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext_ Steps -Door & Sidelight Protection -Landings _ 62. Smoke Detector - 63 Furnace Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------------------------------------------- 64. ----------- ---------------------------64. Bedroom Exiting --------------------------------- 65. G.F.I.& Bath Fixtures & Tub Access -Spa ------------------------------ 66. Elec_ Trim -& Subpanel_Breaker Sizes & Labels 67. Stags & Rails ..... - 68. Fireplace or Stove: Clearances -Hearth ---------------------------------- 69 Elec. Outlets at Wood Panel: Int. & Ext. 70. Kit Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance _- - - - - ------------------------------- 71. Elec. Outlets & Receptacles at Kit. Counter .... ... .. _ ...._...------. ---------------------------- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.: Vents -Clearance -Comb Air-Connector-P.R.V. In Garage_: Above Floor -Meeh. Protection 75. Plb_ Elec. & Mech. Equip. Listed for Location-------------------------------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------------- 7,. Insulation -Foam -Looked in Attic ❑Yes -------------------------------------------- ----- 78. Guard Rails & Deck Construction -Post Caps . ..---------------------------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Followmg instl.cl Drive ❑ Yes --b-No: Walks ❑ Yes "O No: PI lers ❑ Yes ❑ No 2-�tucco: Brown -Finish -------- - - ------------------------------------- 82. A C. Unit: Disconnect. Electrical. Plumbing . --- --- ------------------------------------ -- ------ 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to . . . ...... Openings ------------- 84. Water Well: Disconnect. Electrical. Plumbing . ... .. .... ..... - -- --------------------------- --- - 85 Exterior Elec. Trim: G.F.I. Receptacle -Underground - - -- ----------------------------- 86 Ventilation Throughout House .. ... ... ----------- ------------------------------------- 87 Glass Protect on ---------------------- 88. Corrections from Previous Inspections ... ... .. ....... - - -- -- ------------- 89 Gas Test -Meters Tagged: Gas -Electric __--------- ------------------------------- 90. Water & Sewer Connected-CrO to Grade -HD Approval - ------------------------------- 91. Energy Compliance Certificate -Other Certificates ---- ---- ---------------------- Date Card B-1 Date Card B-1 - -- --- --------------------------------------------------- Date Card B-1 Date Card B_1 Date Card B-1 Date Card B-1 Comments. at Final: COUNTY OF BUTTE '; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES p_ r 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 .s CORRECTION NOTICE PgIVA OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at t the above addre s and should be corrected. Please notify this office when correction of work is completed. If y have any questions pertaining to this matter, or need additional explanation, conta thi office immediately. kl�; M Date 12 -(yi- 9 io Inspector ' REV 10/92 SIVA-DAN PAIVA - I5GE) 1'27 PIGGY MASE SPEC STEP [LEP TIIIS ONG PREPARED FROH COIIPUTER INPUT (LOADS 6 DINENS10,15) SUBMITTED BY TRUSS HFR .TOP CHORD 2x4 FL #1 :13 2x4 I'L #IAOet.: CONNECTOR PLATES MUST BE INSTALLED [II ACCORDAIICF MITA TIIE :14 2x6 FL #2: REQUIREMENI'S OF I.C.D.O. RI:SEAHCII REPORT 92949. BOT CHORD 2x4 FL 91 WEBS 2x4 Fl Standard :N15 2x6 FL 12: CONTRACTORS UARNHIG: :Lt Slider 2x6 I'L j2: BLOCK LCNGTII - 1.033' FMS TRUSS 15 DESIGI10) TO BEAR AIID/OR SUPPORI ADU(TIOIIAL LOADS AT SPECIFIC LOCATIOIIS. PARTICUI-AR CARE 15 ADVISED DURING INSTALLATION TO ENSURE THAI 11115 TRUSS IS ERECTED PROPERLY. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE N A 1'3'3' WAR 11111G: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTRENE CAUTIOII MUST BE EXERCISED III IIAIIDL1NG AIID (A) IX4 $3 IIEH-f IR OR BETTER CONTINUOUS LATERAL BRACING TO m INSTALLATION TO PREVENT DAIIAGE. REFER TO IIET-80 A IIIB-91 FOR BE EQUALLY SPACED. ATTACH WI111 (2) Bd NAILS. BRACING RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL MATERIAL TO BE SUPPLIED AND ATTACIIED AT BOTH ERDS TO A PROFESSIONAL EIIGIIIEER. ALSO SEE 'IIARIIIIIG' NOTE BELOW. (A m SUITABLE SUPPORT BY ERECTION CONTRACTOR. r (1i) THIS PORTION OF 8OTTOFI CIIORD MAY BE EXPOSED TO WIND NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN PRESSURE. TRUSS DESIGIIED IN ACCORDANCE WITH UBC-94ed. 3 ACCORDAIICE RITII TABLE 16 -0 -SPECIAL LOADS (1994 UDC). FOR 75 MPII, EXPOSURE It, 0 -III I5' ABOVE GROUIIO HEIGHT. 7' :D III LIEU Of RIGID SIIEAIIIIIIG: +Z TDP CHORD TO BE BRACH) BY PROPERLY ATTACHED PURLIIIS SPACED m 0 24.00' o.C. IN AODITIOII, A RIGID CEILING OR 2x4 13 II.F. 4 OR BETTER COIITINUOUS LATERAL BRACING SPACED 0 72.00` o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I (01 21-3-0 Z � 7X60 (0) THIS AREA OF TRUSS DESIGNED 5X4- 3X4- 6X8(R)14 TO SUPPORT 24' TOP CHORD T3 OUTLDOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO 6X60 -' 6 (K) EXCEED 10 PSF. REFER TO DRAWIIIG 3,021,999 FOR GABLE X6� FILL DETAILS it REQUIRED BRACING, 3X6 (A (A A) 6XE➢� (K) 2X4 FL #1 FULL BLOCK. ATTACH BLOCK TO THE 3X410 T4- v q TOP CHORD W1TII 2X4 ALPINE PLATES 0 24'oc. (A) THROUGHOUT PLUS HEEL PLATES AS SHOW11 3X4 (A) 2X6 (C5)- IJ15 4-13-4 3X4- 4X12- 3X6= 4X4- 1.5X411 -0-0 3X6(C5)- 1.5X4111 5 E9 1.SX419 4 4X12 4 411 a0 �E� G'a-. 12-7-7 20-6-15 9-3-10 I .. -: .'k•-:; j' 42-6-0 Over 3 Supportsio R-379 W=3.5" R-2321 I1-3.5' R-2512,1 PLT TYP. A]pjneI D-es1cm Criteria: 11BC 17.3v CA - ] - -/F Scale -.125" t. 0 o E:3 0 0 0 "IMPORTAur— AU'IH( ('t l-AfoPA00 C uc. WARNING'"I(S aE4YltE 1111:14 CAD( i� SIIALL 1(Or eE a13POb3IOLf TC L L ►oL ANT IN IOAOLINO. (4[(110" ANO QAO(E 16 . 0 PSF REF R427--86616 N(rlmcs. LEO" THIS CESIGH OG TIASI SPECIFICATIONS. N ANY Plltl"0. SEI 1110.91 DT t►I. 311 tills DESIGN W. C C3 m � Q 24121( TO lulto rim IaUS111-4 [Oc=G11WiCE WITH let 1`01 ADOITIOYAL SP(CIAL TC DL 10 6 PSF DATE 10/24/96 pIRNINIYI BN.ILIHO DE ���*" . C3 m M � AmnY cowimc91 AnE NAGE or 1414, GALL STEEL NEE. 1/0 ASTM Wlt[HLGIS. LEtISf OIIIUNI I( 14,'-)IUi[0, RE x BC DL Am CD61 ImPT Al NOTED. AP 5, 0 PSF DRU uCUSR421 96290011 [OAH(CTOAS 10 U!n fit( Of CIOID t94t[ tE LAIIEILIY 114((0 YI1H P4DP(l � U 1 M rAn33 Aho uY,E1f 0!a(a)6E IOCAr[0 C" Itlli OCSi,Y. r MIT10D LC ATrA(.Eo ►LYGo00 SHEArtIIA11. Gorton CY910 No.C43845 BC LL D. PSF 11C -ENG PBC C)!C F)•) L P I N E MCN(CT0l3 PEA DNAWIIICS 110.190 1 IIOA•f. 015161SgGGA/YIrN PAOPIDLT ATTACHED "1410 CEILIM4 •- ItE Em (N� UmA fcAfOtaP,APPLICANL( RDYIS1en 0► NOI 6 1►t. LW EICIG(It•S APIA! TECHNICAL UPDArE (1(1/91) TOE (OGPEG TOT. LO. 31.0 PSFSEAN 103002� ^ ^\ \ till DY 9.41 D"AYla6 W)([(1 10 TIIE COYPOn(Yr C(IICTEO G[Q G/TYAL APPl1G11OY, fUWIIH A COPY Of l0l: f�, CIUI` e J J`"rr--"11.."\\WWrr--��ff IN ozL-. PNo 6auL Ynr /E art uroY Lw AYr orn( NAT. ot1uN l4 In uoss MCrm" co"r1A:rDG. �rEQfiCl�tlt�����' Dl1R . FAC. 1.25 FROM E . 1). C� f.7 U ...VI - It01s RIrL 1ASrr14Ir. AC1 - 1111 NA11►'LL cram 1rlaticArlON roa aooD coazuu:non SI'AC I NG 24.0" COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT o. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-040-061 ZONING BUILDING PERMIT OWNER D891-014? TELEPHONE SO. FT. OCC. BUILDING VALUATION 2548 -7- 140,292 OWNERS MAILING ADDRESS 5389 ANITA RD, CHICO 99973 b84 _U_ 10,494 CONTRACTOR'S NAME U' OWN TELEPHONE J42 CD'V 4,446 CONTRACTORS MAILING ADDRESS Fireplace A 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 156,732 Filing Fee $ 20.00 LENDERS MAILING ADDRESS Permit Fee $ 839.00 ARCHITECT OR ENGINEER CA REALIAN LICENSE NO. 122907 Plan Checking Fee $ 545.35 Energy Plan Checking Fee $ 53.00 ARCHITECT OR ENGINEERS MAILING ADDRESS PO BOX 341 CHICO Penalty $ BUILDINGADDRESS is CAROT, TRE CT PERMITFEE $ 1,427.35 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 14 7.00 98.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF,;O Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 4 BR. - Mobile Home S G W @20.00 PERMITFEE $ 178.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 V OR LESS Main Service( 200A OR LESS ) 23.00 23.00 Main Service ( 200A TO ,000A ) 46.00 LICENSED CONTRACTOR'S 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 the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. • OWNER -BUILDER DECLARATION%ESI I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, asownerof theproperty, ormy employeeswith wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 10 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. ) Sa 3.52 FT 9.59 NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (s SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL 0 .SO Ex. Occup. I FIXEEDrs PLNS. R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the per.'ormance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee020.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ 84-90 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) t I certify that in the performance of the wofk for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of'section 3700 of the Labor Code, I shall forthwith comply with those Orions. Date J�Zt7indicated V-O ure of pp scant r ❑ Contractor. ❑ Ager6 An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories i height. flal P Mobile Home Installation Fee $ Energy Inspection Fee Is Occ CONST. TYPE OT FEE $ 1,88.4/4 HAZ. OPS ES IMP FLOOD CDF pARCE PD HD/ ISSUE This permit is hereby issued under the of the Butte County Code and/or above for which fees have By PERMITEXPIRESON I applicable provisions Resolutions to do work been paid.Sign `J� 4% D to t// / l ata Receipt No. 1011.od I a 06Se_ Q 4 ,ab fir] OA WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK-INSPECTO GOLDENROD -APPLICANT SECTION E CERTIFICATION This certiftoadon is to be 64gned by a land surveyor, engineer, or architect who Is authorized by stale or kcal law to certify elavation information when the a;evadon Information for Zones Al -A30, AE, AH, A (with BFE),V1-V30,VE, and V (with BFE) Is requi(ed, Community officials who are authorized by local law or ordinance to provide floodptaln mamg(,rniani 6k). mation, may also sign the ce.tficai)on. in the caro of 74rea A-0 Rid A (without a FEMA or community Issued SPE), a bulidirig official, a property owner, or an ownar'n re;pr•?Er.:.;r,!::s may also sign the certification. Referorxr.I 1W s! rA*q: FirT;b A. ? and 9 • D;etinguIANN Fuaiv & -i! ;he cdrtltio, Is unsble to Cartify to brsA w',Yay/non•breakaway watt, 9r1G 09ur0 9 Z>a, ;Ooa!i ,n of ecru>:inq equipment, area ure, wail openings, or unfinished area Feaiure(a), lhor. lis! the Feature(&) not inciAed In ftoe�tifk*tk 4" ur,4$r Comments Wow, The diagram number, Section C, Item 1, must stili be entered. 1 ca ify that th+ intvrmAWn. In &eCGwts B and C or, this cert/fIcatn represents my bast o,'Yorts to integrel the data availaWo. i undersratid t: -W soy fa(,Ps stsfsment maybe punishable by Me or imprisonment under 18 U.S. Code, Section fool. CERTIFIER'$ tWYE UCEN6E NUMBER (a AMx Soil - ti 514)z-'+ uJ�s T _ 50 P2 t/&`Y/N 415_ _ Y(TLE COMPA NAME 54 37....LL14c)(�6c.it/c ��.}_ i4✓141) _ ..- - AODAEB9 "- CMY ....._..._........ ...-- -_.._ STATE ZIP . G X77Z53 ot? x.33 SGir _............ ..... _.. _ SIGN 1M .. _ DATE PHONE Copies should be m*o# of thIS C&niticate for; 1) community official, 2) Inauranw pgenticompany, and 3) (wilding owner, QQ W5 5ogp1v1SjoA1 o i U4N 5 60 9t cN s o �tJ 73 �Tr� ou�UTY Usf S _19k r M __. _ - 5-&T o N Z-67- .. _5��lvfFec N tU A -s r4 NA I c. �/AJ` 1AMI-MOT-- -. , ro t�16 BT' 4a T, GG &VATiaAj = Z o 8,15 - ON "As A V ZONES ZoNfis I� 1� ;-221 r; WrN 6A�fJlPJrt CM P1 e& elth9.-. +.-..OAOOcu " A V The diagrams above Ihus!tate the points at which the elevations should be measured in A zones and V zones. Elevations for all A zones should be measured at the top of the reference level floor. Elevatlorls for all V Zones should bo measured at the bottom of the lowest horizontal structura! member, Psgi 2 CERT 6 April 30, 1996 O.Kk. 40. 3047-00n ELEVATION CERTIFICATE EN*ft MW 3I' 1996 FEDERAL EMERQENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATT;r"ON: Use M thls c&T u%,e :foes not provide a waiver of the flood Insurance purchase requirement, This form to used only to provide elevation ir1to,mation r*cessduy to ensure ootrpllanoe with aWleable community floodplain management ordnanoes, to determine the pm.Ner Insurance premium rate, and/or to oupporl o requW for a Letter of Map Amendment or Revision (LOMA or LOMR), Inesruc0ons for completing this form can be found on the following pager.. SECTION A PROPERTY INFORMATION FOA INSURANCE OCUPANY USE OUI',bING OWNERS'NAM PWOY KfA88R ___... pi4 J A 4 ✓ Iq _ _ _ _ _ ___ _ _ _ BTREEr A JOREg8 (nrJuCl V Apt., Unto Suri arWor 840. � OP P.O. ROUTE AND DOX NUMBER _ MWANY NUC NUMPA �. 1kw ..._._�.M ._ �� OTMER CE�,r;1`011?JN (uot l. -I abak Numbwo. etc.) —O _6 �� 4a � l OITr STATE 23P OODtE SECTIONS FLOOD INSURANCE HATE MAP (FIRM) INFOAMAT1UN Provide the IcSo-mog tfc+m the proper FIRM (See Instructions): t.00MMU►-!T1' NUMC:R 1, PANEL NUMBER 0, SUFM +. DATE OP AAM INDEX S. RAW 2004E !. USE FLOOD ELGVA"ON -z D 6 O c) 17 U2o 5- Sr 17 i Z C'v 9 �._ o 2-4-% �» 600)zo 7,-5a 7. Ind"a the elevation datum system used on the FIRM for Base Flood Elevations (9FE): .. GVD '29 ❑Other (describe on back) 8. For Zones A or V, Wh6r9 no SFE Is provided on the FIRM, and the community has established a BFE for this building site, Indicate tate oommunitye SFE; L_L.L-L.J.0 feet NGVD (or other FIRM datum--ee Section 9, Item 7), BECTION C BUILDING ELEVATION INFORMATION 1. Using ttw, Elevatlon Cottificate instructions, Indicate the dia r m numbap-trom the diagrams found on Pages 5 and B that beat describes the subjoct buflding'a reference level I<*Ve o N�e-A 3 2(a). FIRM Zones Al -130, AE, AH, and A (whh SFE). The top of the referonco lovol fl w o -1% selected diagram Is at an elevation of l l l'LI-CD. - feet NGVD (of other FIRM datum -see Section B, ftem 7). (b)- FIRM Zones VI -V30, VE, and V (with 8FE). The bottom of the lowest horizontal structural member of the referenoe level from the Wooed dtaW#:n, Is at an elevation of Ll _ LL H .0 feet NGVD (or other FIRM datum -sec Section B, Item 7). (o). FIRM Zono A (without SFE). The floor used an the reference loyal from the selected diagram Is L.J. U feet above n or below ❑ (check one) the highest grade adjacent to the bullding. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is '-J-J. LJ feet above ❑ or below ❑ (check one) the hlgf!est grade adlaoem to the building. It no flood depth number Is available, Is the building's lowest floor (reference level) elevated in a000rdance with the community's floodplain managernerri ordinanoe? ❑ Yes 0 No ❑ Unknown 3. IrrdeAte the elevation 4i ttum system used In determining the abovo reference level elevations:% NOVO '29 ❑ Other (describe under Comments on Page 2). (NOTE; It the e/evet/on dslum usod In measuring the elevations Is diNe(ent than that vW on the FIRM ;seg Seaton 9 Item 7J, then convert the efevarions to the datum system uYed on the FIRM and show the conversion aquAbn under Comments on Page 2.) 4. Elevation WOrenoe mark used Appears on FIRM: ❑ Yes ONo (bee instruction on Page 4) d. The reforenoe !oval elevation Is based on: ❑ actual construction ❑ oon3tru0don drawings (WrE: Use of cor>struction drawings /s only valid It the budding dons not yet have the reference level floor In place, In which CAW this C4rdf MO I#* only be Wid for the bullding during the course of cOrrsfruc(fori. A post•constaelon Elevation CerffNcate will be rKalred onco 0V)#1rV0Wr1 is wmplvle.) 8. The elevation of the lowest grade Immedlately adjaoeni to the twliding Is: i -_t 1401�.0 feat NGVD (or otner FIRM datum•ses Seotion 0, tiem 7). SECTION D COMMUNITY INFORMATION t. If the community off iclal responsible for verifying building elevations speolfles that the reference level Indicated In section C, Item t Is not the "lowest floor" as deffned in the community's floodplain managemont ordinance, the elevation of th6 bullding's "lowest .floor" a$ defined by the oni►nanoe w, 111Li.L1 feet NGVD (or other FIRM datum -sae Section B, Item 7). 2, Date of the elan of oonstrucilon or substantial Improvement FEMA Foma 81.31. MAY e3 R£MAaS All PWAOUS EDMCNS , SEE REVERSE SU FOR CjDt.1TiNUADON COUNTY or BUILDING r),— OCT 2 4 1q.C41S CERT 6 April 30, 1996 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER JDA, J I it 1 G 4 ell-. PAI UA A. P. No. y®- o Yp 4 Q6 i Proposed Building Uses* 46R • New Building Inspector L_ Date % ry At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .............. t 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. -5. Hazardous Material Form. .......................... 6. Energy Design Compliance and supporting documentation . .................. �7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . .......................................... .......... 1. Impact fees as shown on attached schedule . .............................. P(2. California Department of Forestry plan approval/fees........................ . . Flood elevation letter (100 year flood) y4,Crfornia Engineer ................... 4. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. ......... . .. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for required. .. w s�ild 9 �sp�or (Date) 21. Contractor's license information. (No., NameyStyle, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) . . . . . . . . . . . . n /� 4 -Recorded copy of Agricultural Acknowledgement Statement . ................. . 6 25. Letter of signature authorization . ........................................ / V 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. . . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ........................... ................ . 33. 34. Wheq y,6u issue the 7d nit prces os as follows: Mail t owner. Mail to contractor. V Telephone � I y2- and hold for pickup at , -V 14/00 office. Deliver with inspector. Other _ Parcel Creation / Acreage Applican , ��`` Date 1�/ 0 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. _ Other Date By The following data must be -submitted prior to a mit is 1. Index permit for above items No. 4- 2. Additional items required: (Circle new item not checked above). V Contractor, designer, owner, was advised of above required data by . phone _ mail Counter by _ Date Contractor, designer, owner as dvised of above re wired data by _ phone _ atl Co ter by _ Date Plans checked by _ Date�_�_ Plans approved by _ ,7��% MDate ja- �9( Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Jr.'b IV TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Ankchad Floor Plan AnachW Smi to B.D. Cafz)) ka, ON - Owner Location AP# Plan Approved, for: Sewage Disposal L-� Water Supply: Public Private Well Clearance for *1 b4room auAgl"ome. Other Hold final for: Final clearance O.K. for: Specialist 8/912 Date SCHOOL DISTRICT FEES `(paid at District Office) SHERIFF FEES (paid at Building, Division) Y Residential. x amt. Commercial (sq.ft.). DIVISION '916) 538-75 "7 YFb f TE ti*il-7-",V%,-�7!-/"-i!',�z,-.'i-, zma /N_ URBAN AREA FEES �:"AS-­`F�g _'6 rU ge am_,_ M (paid at Building Division) `Y, Residential (per unit). x M _0 e � • .4, Commercial (sq.ft.).`. 'A;Iet sq. ft. a ;t b 'jot RECREATION DISTRICT FEES If, U."!, ,paid at District Office) § Z, _-THERmALITO DRAINAGE DISTRICT FEES i'fioif0 -00 (paid at Building Division)` .4if 'n. 04, t ��, - , , — -;-"..A , 6 9.. ,L,,!s:SRA ME INSPECTION AND PLAN Buil . I , . 1. '3Z MEN", $89 IV kg i% N42 .00 (paid at C=9 Division) 7. r -WATER TENDER 4 (BATTALION # [vision) (paid at Building D ti Ar 8. CSA 87 TRAFFIC FEE X 4 $2500.00 (paid at Building Division) gg� 7 9.• OTHER At time of permit application, I was advised the above fees are quired to be"paid prior to "issuance of the permit. /7 APPLICAJ'y DATE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -;-BUILDING 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE 1;!�In* �M*, V11"" OV VWER viq .4 1.1.1 PROPOSED BUILDING USE Ong A mng$ xeng SCHOOL DISTRICT FEES `(paid at District Office) SHERIFF FEES (paid at Building, Division) Y Residential. x amt. Commercial (sq.ft.). DIVISION '916) 538-75 "7 YFb f TE ti*il-7-",V%,-�7!-/"-i!',�z,-.'i-, zma /N_ URBAN AREA FEES �:"AS-­`F�g _'6 rU ge am_,_ M (paid at Building Division) `Y, Residential (per unit). x M _0 e � • .4, Commercial (sq.ft.).`. 'A;Iet sq. ft. a ;t b 'jot RECREATION DISTRICT FEES If, U."!, ,paid at District Office) § Z, _-THERmALITO DRAINAGE DISTRICT FEES i'fioif0 -00 (paid at Building Division)` .4if 'n. 04, t ��, - , , — -;-"..A , 6 9.. ,L,,!s:SRA ME INSPECTION AND PLAN Buil . I , . 1. '3Z MEN", $89 IV kg i% N42 .00 (paid at C=9 Division) 7. r -WATER TENDER 4 (BATTALION # [vision) (paid at Building D ti Ar 8. CSA 87 TRAFFIC FEE X 4 $2500.00 (paid at Building Division) gg� 7 9.• OTHER At time of permit application, I was advised the above fees are quired to be"paid prior to "issuance of the permit. /7 APPLICAJ'y DATE .r! 'F ,.... ...-.�...J..��.,y_.,�•�,.�,�, .-U'r•r .•:('^.,,�.'..�r,.y �'+"�"v^�"1'Y}V•K;,++:-.e—•ry:?"'"{..ti p,�:.r5�.^✓'r14���Ri�;,:a�:^, •'"�• .-,.,.�..r,.... �.r... �.. .. r'-•. ...; ,�ew1 tea^ -..l, � ` 1�r .. :- •• � ' 1 t BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM ; CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) �"�t� (��� - !S Property .Owner Project Location/Address ielt� ( Le e- Gr Subdivision -Lot Number(s) Reside tial Development: x( check one) — New Development Alteration/Addition ` _Mobilehome(s) Non-Resident-ial \ to Residential Total Number of Dwelling Units Q/J� Comment: b j 7// 71'7,6 '7,6 1• i ding Department Representative IDate S 7 �7k1k�Ck7k7k7kk�7k1kAC7k7k7k1k7klk7k%CAC1k1k7k7k1k7t��C7k7k1k7k7k7tkYtkkkk'k�kl�l�Irk�k�Ir�t7k�Ir7�CA�ICYrYrk�k7k7k�Ir7k7kA%f*X"KMC7k'�"k7k • Chico Area,Recreation and Park District(CARD) certifies that r -" V (Applicant Name) fH.A (Phone Number) (Street Address) r (City) (State) (Zip Code) has, comp?ied with the requirements of Butte Co.'Resolution No. 90-140 by payment for dwelling units@ $1,189 for total payment of $_ 9� CARD epresentd"ive Date PAID BY CHECK NO. REMARKS: BANK NO. 90 ­3 J PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park. fee ( form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 07/17/95 3:1FM 60104090 C4EX11Q5'.00 BUTTE COUNTY SCHOOLS IMPACT; FEE CERTIFICATION FORM (One Form Per wilding) t . LO School District CH/40 Building Department No. A.P. Number LIV - 010 - 041 Jurisdiction: 0 City County Property Owner PA i 0 /� ^^ Property Location/Address �,r t.,,r�R� C Cr Chi / e, -y Subdivison(�/� ' Lot No. Residential Development 0 No.of living MHI Addition Units Commercial/Industrial 0 New Addition (Floor Plans reviewed by School District Personnel) CQ L Sq. Footage 15,100 (Group R) Sq. Footage (Including Exterior Roofed Areas) t Date District Identification No. (%(:! School District certifies that CC i2 GZai!�Gt� (Applicant) (Street Address) (Phone Number) 1 (City) (State) (Zip Code) has complied with the requirements of Resolution No, l05%—�fV by payment of $ r,apresenting o��� square feet. School District Representative Paid by Check # ��/� s' Remarks: Bank Number / Paid by Cast' AB 2926 $ FULL MITIGATION $ t Date( If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. C White (applicant), Yellow (building department), Pink (school district) feeform.wkt (11l94)dmm v Return to: s Ge ICC RAI-STATENMNT OF AC '0VnZQGE3aNT COUNTY Or euTTE Building Division -Fog ItEMP NTrAT DEVELOPMENT BUILDING DEPT Section 265.1 of the Sumo County Code requires this U 2 4 1996 acknowledgement be mcorded prior to tsilI a of a building P1lit. 1 96-0276781 Rec Fee 9. 00 \ 77m property described herein is adjace= to land or included 1 RecCOP 2. 50 within an am zoned for agri utltual puzimm and residents Recorded I Cash 11.50 of this • pwpem may be subject to or O f f i c i a l Records I di.�f= arisingfiom the use of ch=iols' County o f I Including, but not lzmioed m be:biades, pesaan cides, d Butte $rttiizets: and from the pusuit of ag:iailotial opeadons Candace J. Grubbs i='ud;"g• but not bm,*md to culttvanoo' pig. spraying. Recorder I pruning, and harvesting which occasionally 1 m 11 : 31 a m 24 -Jul -96 I P U B L XX 2 duscstaoioe, noise. and odor. Butte Couary bas established aproductive agrieulu l zones which have as a priority use for produc ive agriculttual purposes and trsideats within said zones and on adjacent property should be prepared to accept such incoaw�ieac discomfort from normal. wry farm opeadoas. All. that real property simane iaihe Coaatyof.Bum Stare of Wf ria, described as follows: ASSeISa(- y p-0qD-0t91 LoLe—e- C+, •e,ktcai c v. 95� . l o-, C moss L Date: State of Califo ) County of &u ) Onaded.IKnalbefbre me, Y appeared . j n (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) *ar subscribed to the within instrument avid acknowledged to me that ! !they cu=uted the same ip>44ae!r/their authorize,- capacity(ies), and that by /their sij nature(s) -on the hui;trument, the P aCAL 01 f af which th:: Persons) acted, executed the instn meut.1 wiTNESS my baud and official seal. JUDY N. BROWNFIELDCOMM. # 977416 Z Z , _� o Notary Public — California D BUTTE COUNTY Ei atum Sear Z My Comm. Expires NOV 8. 1996 =_ ✓ 1/0 U 0 110 - abl 9 6 -0 19 19 ORDER NO. BU -151904 MC DESCRIPTION ALL HAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA.' COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL It LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WATKINS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 27, 1989, IN BOOK 116 OF MAPS,JAT PA5E(S) 3, 4, AND 5. CERTIFICATE OF CORRECTION TH8REUNDER RECORJED JAN►IARY 12, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-01698. PARCEL IIt EASEMENT FOR ROADS AND PUBLIC UTILITIES PURPOSES OVER CAROL LEE COURT, AS SHOWN] ON - THAT CERTAIN MAP ENTITLED, "WATKINS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 27, 1989, IN BOOK 116 OF MAPS, AT PAGE(S) 3, 4, AND 5. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. ENO OF DOCUMENT i : � iteturn co: Building Division JLGJ-A�4 *I I 113)a If F3 01 31 :a Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior tot - of a building pew"'* •, 96-0276781' 7 6 -02 76 78 I Rec Fee 9. 00 The property described herein is adjacent to land or included I COP 2.50 within an area zoned for agricultural Pmp�• and residents Recorded I Cash 1-1.50 F of this property may be subject to or , Official Records I discomfort arising from the use of agriculturalChemicals' including, but not limited to herbicides, pesticides, and, County of I 1 Butte I fardlizers; and Brom the pursuit of ' agiicultuai operations Candace J. Grubbs 1 including, but not limited to cultivation, plowing, spaying, Recorder I pruning, and harvesting 'which' occasionally generate 11:31am 24-Ju1-96 I PUBL XX 2 st.m noise. noise, and odor. Butte County lies established du agricultural zones which have as a priority use for productive ~ agriculu=1 purposes and residents within said zones and on adjacent property should be prepared to =sept such inconv=i=ce o, discomfort from normal, mcessary farm opeadons. Al,' that real property situate in the' County'. -of Butte, State of Cakifiornia, described as follows: j} SS eSSO C 01(-C e I Z ac Fe-- � n k � rove C( t o v L �b � (\ l o -�-, �. � � � C Foss . 1 P � Date: I �4 State of Califo County of &u On INA pim/omgy appeared (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) 4/are subscribed to the within instrument acid acknowledged to me fhat tt they executed the same i er/their authorized cipacity(ies), and that by /their signature(s) on the instrument, the person s) -L o e f which the person(s) acted, executed the instrument. ! WITNESS my hand and official seal. JUDY N. BROWNFIELD •COMM. # 977416 Z Z`� .' Notary Public — California D BUTTE COUNTY Signature (�ySte. My Comm. Expires NOV 8. 1996 a.P. a v yD v 0 j^ o.61 DESCRIPTION 96-01919 ?, ORDER NO. BU -151904 MC &LL -THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL IL - LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WATKINS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 27, 1989, IN BOOK 116 OF MAPS,:AT PAGE(S) 3, 4, AND 5. CERTIFICATE OF CORRECTION THEREUNDER RECORDED JANTIARY 12, 1990, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 90-01698. PARCEL IIt I EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER CAROL LEE ' COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "WATKINS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 27, 1989, IN KOOK 116 OF MAPS,IAT PAGE(S) 3, 4, AND 5. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. END OF DOCUMENT i ONGIFELLOW I COo I o Quality Truss Design o Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: '*DA J ?k I ✓A 8 9/- D I y Z Job No: PA r ✓A Address: Alpine Engineered Pro'q Christian Chappel N 8351 Rovana CirclU.,� CO 7Y , 1 Sacramento, CA 958 25 p2i (916) 387-0116VED (o — AP#: q0-040-0Gl 0 0 0 Timber Products Inspection, Inc. P.O. Box 20455. Portland, OR 97220 V(503) 254-0204 LN Rt - o D 'P) STEP Gf i . - 14 --7L,N T-il -- - pp .-- - r. -Z7 - -- - �, ` - 3a U �? • w r ' ` .I l -3 y - 4 T- 3.5' _ TYP. NOTCH @ 24" O.C. 3.511 Max. 1.5" Max. SYM ABOUT (P1) ��.H __ (N) _L — p(S—) II (S1) 12" Min: 24" Max. trongback r✓q, nail to ledger {a 12" O.CJ A35 OUTLOOKER Ledger CRITERIA (nail to vert. w/2 -10d nails) _Gable DETAIL 'A' (T) Max. y Outlooke Gable End (S 1) (M) M . 2X4 HF $2 or BTR (G)' Strongback brace R Varies 1Ma0:C'�•I I (N) I ILedger I I I I * 6 • lod coma" NAILS -- - 3-10A F NAILS ®t tlLooc EAaI nn DETAIL 'B' Roof Materia 011tlooker -`II (C) ble J { Gaend - ✓'a..� 1 011109 Detail "DNI (0) Option to web plating: -use (3)-211 BRACING DETAIL wire staples (0.072 Dia./15 GA..) toe - nailed thru,chord into web & thru web into chord on one face for a total of 6 staples. (P1), (Sl), & (ill) must be plated. (T) Refer to Simpson Catalog C -94H-1 for product attachment specification (attach 1•li A35 in F1 direction). CONTINUOUS SUPPORT NOTE: This detail may be used for (P1) Peak plate to match common trusses. Y (S1) Splice plate to match common trusses. trusses with pitched B.C. also. (111) Heel plate to match common trusses. (K) Spacing for 114 = 56.011 o.c. Span to match common trusses NOTE: CHORDS TO BE 2X4 FIR-LARCII 112 MIN. 1X3* //5 F2x6 F•1,112 better (G) Gable end design based on 75 MP11 Detail "A"Ir — o o — 0 0 wind load, exposure Hull at 0-25 Ft. C==3ATRUSS O 1 (M) mean height. C= FAILURE TO BUILD IHE IRUSS 111 COINFOnNAHCE 1111n OSIBB BY IPI FOR ADOIIIOIIAL SPECIAL PERNAIIE111 OnACIIIG RE 1 ALPIINE COIFiECIORS APE MADE OF 20GA GALV. STEEL NEEIING ASTM OUIREMENIS. ULESS OIIIERMISE IIDICAIED, IOP 2X Ledger — ; AAA6 GR A EXCEPT AS 140110. APPLY COINECIORS 10 EACH FACE OF CIIORO SHALL BE LATERALLY BRACED M1111 PnOPER (C) 1X4 continuous lateral bracing for IRUSS AID UNLESS OTHERWISE LOCAIEO ON IVIS DESIGN. POSITION ---� 0CGIVNECIORSPER brace (strongback) member longer than co/NFonm M/APPLICABLE POOVISIONS OF IDS C IPI. AN ENGINEER'S ALPINE TECINICAL UPUAIE IF/1/011 FOR PHOPERoOO 72". Attach at midpoint of each brace SEAL 011 IIIIS DnAM IIro APPLIES 10 INE [OMnONiE1N1 DEPICTED IERE ORYMALL APPLICATION. f1m11511 A COPY OF 11115 C= C=3 C= O [� C= W/2 -8d common nails. DESIGII 10 11 NE InuSS EnECII011 COIIIIIACion, bark Stroll baFk _ Strong SPECIFICATION FOn Moon CGIISIIXNrI I➢1 COPIM at 55" O.C. TRUSSES (0) Option to web plating: -use (3)-211 BRACING DETAIL wire staples (0.072 Dia./15 GA..) toe - nailed thru,chord into web & thru web into chord on one face for a total of 6 staples. (P1), (Sl), & (ill) must be plated. (T) Refer to Simpson Catalog C -94H-1 for product attachment specification (attach 1•li A35 in F1 direction). CONTINUOUS SUPPORT NOTE: This detail may be used for (P1) Peak plate to match common trusses. Y (S1) Splice plate to match common trusses. trusses with pitched B.C. also. (111) Heel plate to match common trusses. (K) Spacing for 114 = 56.011 o.c. Span to match common trusses NOTE: CHORDS TO BE 2X4 FIR-LARCII 112 MIN. 1X3* 2-8-0 2X4* SEON-- 50006 3X4* 13-6-0 — o o — 0 0 ALPINE E1DIREERED PnODUCIS, INC. x)(I MPOR T A N T H aE SHALL 1001 BE RESPONSIBLE FOR ANY TRUSSES REOUInE EXTREME CAPE WARNING C==3ATRUSS O OEVIAIION FROM 1141S OE91G11 OR MESE SPECIFICATI015. OR ANY IN WHILING. EnECIIOU AND BRACING. SEE 1116-81 BY IPI. SEE IIIIS DESIGII C=) C= FAILURE TO BUILD IHE IRUSS 111 COINFOnNAHCE 1111n OSIBB BY IPI FOR ADOIIIOIIAL SPECIAL PERNAIIE111 OnACIIIG RE OO ALPIINE COIFiECIORS APE MADE OF 20GA GALV. STEEL NEEIING ASTM OUIREMENIS. ULESS OIIIERMISE IIDICAIED, IOP Op AAA6 GR A EXCEPT AS 140110. APPLY COINECIORS 10 EACH FACE OF CIIORO SHALL BE LATERALLY BRACED M1111 PnOPER 4 IRUSS AID UNLESS OTHERWISE LOCAIEO ON IVIS DESIGN. POSITION LY ATTACHED PLYM000 SHEAINING, 8011 IT CI inno 0CGIVNECIORSPER OnAMINGS 170. 150 C I6OA-F. DESIGII STANDARDS MITI PROPERLY AITACIIED RIGID CEILING. -- SEE co/NFonm M/APPLICABLE POOVISIONS OF IDS C IPI. AN ENGINEER'S ALPINE TECINICAL UPUAIE IF/1/011 FOR PHOPERoOO SEAL 011 IIIIS DnAM IIro APPLIES 10 INE [OMnONiE1N1 DEPICTED IERE ORYMALL APPLICATION. f1m11511 A COPY OF 11115 C= C=3 C= O [� C= 111 OILY. AID SIIALL 1401 OE RELIED UPON II AIN OU¢R MAY. - DESIGII 10 11 NE InuSS EnECII011 COIIIIIACion, 4 --IPI - TRUSS PLATE I"S11TUIE. IDS - 1991 NATIONAL DESIGN SPECIFICATION FOn Moon CGIISIIXNrI I➢1 I piate Max. Web Length 1X3* 2-8-0 2X4* 8-1-0 3X4* 13-6-0 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length W/strongback brace (S) STANDARD 5-I1-0 11-10-0 111 7-9-0 15-6-0 Ill & Better 7-9-N X15-6 -01 ���� REV 15.6-.5'••.,. SCALE QROFES DESIGN CRIT: _0trT;EFpk_4,0ay3H2rR02 TC LL 30.0 PSF GATE 05/06/92 yr, C OL 15 .0 PSF OI1WG CD 109 nRl/� r I OL. (U) 5 , 0 PSF CA -ENG FM .IL_ 140- C043845 F- 9 T.LO. 50 .0 PSF O/A LEN. VAIJIES 1t IEIp. 63p91 JR. FAC. 1.15 PITCH VARIES \ter CIVIL -a�P SPACING -- - - - - TYPE�aBl_E END PIGGY BACK CAP CONVECTION DETAIL (1) t CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITIIER 3X0 TRLILOX NAIL PLATES OR 4"x0" 1/2"CDX PLYWOOD GUSSETS ON BOTH FACES OF TRUSS, LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUMBER SIZES, GRADES & REQUIRED JOINT PLATING. 0 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS), ATTACH USING.2-161) NAILS. BRACING MATERIAL TO OE SUPPLIED & ATTACIIED AT BOTFI ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (A) CAP 1-111ISS * 2x4 141111.111S TYP. / (A) PASE TRUSS , 4T 6--�p 3,0,15,010 NLJMOER OF:(N)=NAILS REQ'D,OS =STAPLES REQ'D TRIILOX 4-6D REQUIRED ON EACH FACE 1/2" CDX 4-61) REQUIRED ON EACII PACE 1/2" CDX.- 5-2" 1§_GL. STAPLES REQ'D 014 EACII FACE P"TE TYPE 11 ©'EILEHu RED (A). 3UTTE via I _24" OC MAX "1`��+ ✓'� ���}�3��' �'+-+vA�LTCRNATE SIIOIII.DER DETAIL A P/6s-y H rr �� FURINISI) A COPY OF TIHS DESIGN TO EIIECTION CONTRACTOR 1L1I IMPORTANT SHALL 1101 OE PESPOISIBLOE fon AIY NARNING.I�ulp�tG. fflECI10mf 11 CM10 17* DEYIA1104 (11114 11113 DESI01 00 IIESE SPEC If I CA11a15, all AIIY D11AC111. SEE 1110-91 BY IPI. SEE 11115 OESICIIN P. fAILUnE 10 OU ILD IIE MUSS IN COIEOI11A11E 111111 05100 OY IPI. fun A0a111011AL 61-CCIAL PEPIW1Elll UnACIIIG PE �\� At III, Cold C1003 AIIE NAOE Of 206A GALY. 31EIL NEE1111G AS1N DUMIENIS. UILESS 011EIDIISE II EI1CAIfO. 101 AIRS on O ENCEPI A3 110110. APPLY CWUECIGAS 10 (ACII (ACE Of 01110 SUALL 011 LAMIALLY OnACEU Ni 111 l'lwPEl IBUS3 Al0 UIILESS 011EPNISE LOCA19U UN 11113 OESICIL POS11Ia1 LV AIIACIEO PLYNDOO BIEA111111G, 001101 CMD 110, 0043845 C0IEECIOn3 PIn OIIANI"GS 130. 130 S IOOA•f. Or31a1 31AWAIIDS 51111 PHOVERY AIIACICQ 111610 C(IU116 -- SEL * Rte, 63091 COIfORI M/APPLICAOLE PIIOV1310813 Of 1A13 S IP1. 111 EIIGIIEEII'S ALPIIE IECIHICAL MUM IM/O$) full P1101'fn SEAL 011 IVIS OPANIII APPLIES ID IIIE COIO'a Ell, OIPICIEO 11111E OnYNALL API-LICAI1011. MUM A C01'Y 0! 11113 .,fIV K* IN 01A -Y. AIG Still 111 Of PEl Ito UI'OII IN AIIY 011110 NAY. OCilcll 10 1111 IIWif [PfL11 al roll.,1AL lull, .--IPI - 1"Iff f1AlE IIISIIIUIr. IAIS - 1991 IA110iuL Or3i611 SI-fclflcA110N fm 116011 Ca1sn■Ieitoll If OF C^0d _HLF: 12OG4 _DATE: 1/21/93 AM, 3,045,010A _CNG:_FPI�11� _fI/A_LEN:_YAH 1 ES PITCI:VAR IES 1'YI'F: 141-A 11. OES1G.N&©IT. TC U.: 50 PSF tii TC DL: 15 PSF AC DL: 10 PSF * TOT.A-61-1- 75_.CSF_ l2�INA_FAQ_15 !4_ _ SPACING 2!-0`0r _HLF: 12OG4 _DATE: 1/21/93 AM, 3,045,010A _CNG:_FPI�11� _fI/A_LEN:_YAH 1 ES PITCI:VAR IES 1'YI'F: 141-A 11. u -Detail for fabrication of bottom chord filler to be used to roduce•a flat bottom chord of variable length. Refer to appropriate design for lumber, plates, and otber data not shown here. (A) 1X4 continuous lateral bracing @ 6'-0" O.C. Imax.l. Attacb with 2-8d nails. Furnish copy of this drawing to erection contractor so he will know of Lhis requirement. ' (A) (2) 3X4 2x4 V2 Fir -Larch 8-7-0 NAX. _ OPEN PANEL CD106 (A) 2X4 / V 2X4 FURNISH A COPY OF TH18 DESIGN TO ERECTIONCONTRACTOR m rtATE TYPH ALPITIE ` WARH Q: TRUSSES REOUIRe W S)D�r DESIGN CRIT. -UBC 5736 Q f( IMPORTANT: MM NE f—LEERED PnODUCTS. MO. 0) E14ALL NOT BE EXTREME C ME HANDUNO. ERECTIONAND 1RU96E110. SEE .157 /DRACINO OD I Cyy� TC LL: PSf 7/1JESV9 SPEC?cAnaNS oR Amy EVu1K1N fIVJl/ lib OESIm ORANY FAAUnt TO /RAID THE TRUSS IN CONF011UANCe WITH THe 5- COUJAENTMY AHD RECOLINEN- OAT10N3—'TPg8EE1NISDES10NFOI1AD01• TIONAL STeVAL PERMANENT SMGNa = ` T„ y TC DU P$p � ti �;0 ^ (�1-pUAITry Cp>tEROI LUHUAV By IM %tp" COWACTORSARE LIAHVI" OON D FnOfA 70 0AlfGE OwI YANIZEO 31 CEl UIItES9 REOUInEm9#ff&UMA3SOTHERVnSE511DWK TOP CHORD EMAIL SE LATEFMILY BRJICEO P$F FH BC DL• 5.0 IID• On1E1TNISE SITOWN. MEETING REOUInJUCHTS OF ASTM MZS toeme As a110 m- BEARNO VMIHS ME T' HOMWAL WITHPROPEAITATTACHICPLYWOOD3NEM Timm eOTTom CHORD'MIN PJO D CERINm OESIOTI DO X95 AM I PSpOpADEA.APPLYCoWneranSTOSOIHFACISAIEACIIJOW —ANO ,k IJP- TOT LO•����� UKESS OTHEnmsE 311OWK DESIGN SIANOARDS CONFORM • TRUSS PLATE INSTITUTE; NDS- HANGRAL DESIGNSPECIFICATION OR BRACING AS SPECMO ON NorTHEAETMI0 FLOHVATHFIRERETAROANTfl�rF`�0�OUR FORW000CONSTRICTION. --xWIn1APPttCASEEPRW610H90F•tA5•I6ANOTPI-FSORPCi•60. SPACING 24.0" O.C. TYPE: DETA FAC' 1TH� vAluETPI I PAIVA-DAN PARA - rSG TOP CHORD 2x4 FL #1 001 CHORD 2x4 FL #1 WEBS 2x4 FL Standard -1 DTC/SGE) THIS DWG PREPARED FROM C014PUTER INPUT (LOADS b D[MEIISIONS) SUBMITTED BY TRUSS MFR. W2, 413 2x4 FL 11: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDs -91 TABLE 7.3.3. (K) 2x4 FL #1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLAIES @ 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. III LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' a.c. IN ADDITION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 - '**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR'' CONNECTOR PLATES 14UST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMERFS OF I.C.B.O. RESEARCH REPORT #2949. ROTE: UC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). ROTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND SIDING LOAD NOT TO EXCEED 10 PSF TO ORE FACE OF TRUSS ONLY, (0) 20 FIR -LARCH STANDARD LET -IN VERTICALS (TYP) 0 16" O.C. WITH 1.5X3 PLATES (TYP). C. JA't— - C.. JA`R•— I _ 11-8-0 J— 11-8-0 J 23-4-0 Over 2 Supports R-219 PLF I1-7-9-8 R-219 PLF W-7-9-8 Note: All Plates Are 1.5X4 Except As Shown. RT TYP. AlDine ueS1 n criteria: ulsu LI.JVJ C3 Q Q O C= Q * *IMPORT ANT ** ALPIHE EHGIHISAEO PROWS. INC. WARN I TIG nOSSfS REGUIRC ETTREHC CARE TC LL 16.0 PSF C3 m C3 M SHALL HOT OE RISMStRLE FOR ANY CET IATI/N r10N iP15 Ee3I01 ON THESE SPEWICUICNS. OR AV, IN HAVOLths. IRECTIOH ARO ONAGA12. SEC HIO.93 OF TPE. SEE THIS CL91GN Q Q d Q to FAILOIC TO Naito THL W IN COIRORHARfi VITN TPI. rat MITIOHAL SPIUM. PENH eff eWLIIG RE m Q 1= Q ALPINE CGIEL PIECT021 ARE K= OF FOGA SALT. STEPIITENG ASTM OOIt(AtMS• DNUSS OtI ame r mCCtTm. TOP E1 Q Q Q Q MOS 6131 EICIPr AS IOTec. APPLY CORM MS t0 EARN FACE Of CLOUT 3PALL BE LAT1U►Lr eRKEO VIM FROM N9 O O TIOSS ARI DIILISS OTHIMM LOCATED ON THIS CRIEGN. POSITION LT ATTACHED PLYNOOD SIQATMIrx. eOifCR CHOto V L P I N E E:3 CCaatCTOls PER AIANTfLTS LM, i50 0 1WA-f. CLf LGN ST/MOARDS 90 O TPI. All EROINEEMS YITN PROPERLY A1TlCNEO RIGID C[ILUG •- 5[C ALPIJP TCCHHICAL MATE I= PROPEL a t�G�B45 Q UTRUS «vORN IIAPPLICABLE MUSIOHS OF (1161921 1 ESP 6 TEALON THIS 011LIR6 APPLIES TO THE COpSONr OfPICTEO HEAL OIT/ALL OPPUCAlION. RMISH A CBPP OF THIS * SIIT GILT. ANO SV1LL *Sr BE M., OPON IN AHF OTHER VAT. OESION f0 THE TSUI$ IRECTtOt1 CONTRACTC2. ^�nI` �l')t „4„ .. uli" •• •iPl • itOSl PIAN fISTI TOTE. NDS - 1911 MIONAL 01SICI SPECIFICATION 1Dt KCO COISTRUCTIOH (ED 0-0 m r Co U 3 H m Z H H Z 0 Scale(„—,x.'25" Ft. TC LL 16.0 PSF REF R427--60968 DATE 07/26/96 TC DL 10.0 PSF Lo DRW CAUSR427 96208001 ' BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF r\) CA -ENG PBC CNC/FM SEAN - 24971 DUR.FAC. 1.25 FROM E. D. SPACING 24.0" PAIVA-DAN PAIVA PGE' T-2 B TOP CHORD 2x4 FL B1 :T3 2x6 FL #2: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard -FTC]) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED 1N ACCORDANCE WITH 711E REQUIREI.1£NTS OF I.C.B.O. RESEARCH REPORT ,w2949. CONTRACTORS NARNIIIG: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24' TOP CHORD OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. REFER TO DRAWING 3.027,999 FOR GABLE FILL DETAILS 6 REQUIRED BRACING. 1• (0) 25-10-0 6X120 2.5X4e- 2.5X4 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -91 TABLE 7.3.3. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** NOTE: UC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -11 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD 70 BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8(81)= `'JAY - 0A1 — 111'1 3X6�5X6-- 3X6(AI)- 2 -0 -or 25-5-0 !% • L_ 14.9-0 -1- 8-0-8 0•F-8 _ 14-9-0 _1 ile 37-6-0 Over 3 Supports R-1184 W-3.5' R-666 PLF W-4-9-0 R-292 PIF Note: All Plates Are I.5X4 Except As Shown. +B-0-0 W=4-3-8 C7-- JJ BUTTE COLt7,4Ty vLD r N In LO En PLT TYP,Alpine estan Cr teria: UBC 17.3u6 CA 1 - - - F Scale -.125"/Ft. M 1--3 C3 CIF M M *k1MPORTAIIT** '"'HE ENQINEEtcUrACDUCTS. INC. WARNING TRUSSISAMAE ESTRENE CARE TC LL 16.0 PSF REF R427--60974 0 Cm I= PIO.L NOT R[ RES/ONIIOLE ►0R ANT omAt1GT rm mis OESIoN ax rPE]E sPECIrIL nos. OR ANT IN NAND: ITIS. ERECTION AND SWUM. SEE HIB.91 0T In. SEC THIS OEfICN TC DL 10.0 PSF DATE 07125/96 rAIL:IAt TO BUILD M TRUSS IA CCNrONNANCE YIIN TPR TNT NOIOITIONAL SPECIAL piptu :AT IAALINO RE l ]U• C y , O _ C] O n E] ALPIYE COMMONS AAE BADE O) MAI CALIF. SRR MEETING ASiN )453 Of? EYCEPT AS NOTED. AcIFLY E QUIPEPENTS. UNLESS DTNIRYISI ENOICATED. TOP 9 $HALL BE NPROPER itg(q WITH �p c A� BC DL 5.0 PSF DRW CAUSR427 96207006 O O E3 ]ROSS MO UNLESS OfHERNISE LOCATED, Q THIS OESION. POSITION ATTACHED PL DRStM4 LI 1. fi¢IS- BUTTON CHORD �~ BC LL 0.0 PSF CA -ENG PBC/CWC /FM O ALPINE\ O CORNN_•ETC.q PER DUMB03 130. 110 E ISOA•r. D,ISION STANDARDS (ONrOUS VEAPPLICALEE PRollslOri Cr NRS A T1I. AN ENGINEER -s YI1H PROPEALT ATTACHED NJm0 CEILLNO •• SEE ALOUE TECNHICAL OPDAtE ving11 r0N PROPER V`(�I1$QS �' TOT. L0. 31.0 PSF SE0N - 92632 E4TRUSS `l'�J\\�1}CZ) SEAL Ol EHIS DRANRA9 APPLIES E0 THE COMPONENT DEPICTED HERE Di1VJEL AVLPUCATION. FUV IN A COPT or THIS - 61057 1f * IDU R . FAC. 1.25 FROM E.D. IH OCT. CM SMALL NOT BE R1lfED, NI/Ot 1N AW OTHER WAY. OES[lif TO THE TRUSS ERICTI N CMTRACTON. : —29f - TAMPART[ IMSTIMIE. NDf - 11 E1 NAT IOM$ OESILY SPED flUT1ON f0i v+v COS7TRUCi10N SPACING 24 .0" C3 I d © AP%AA1. CI ..tO�� i PAIVA-DAN PA1VA - T-3 l TOP CHORD 2x4 FL #1 80T CHORD 2x4 FL 41 WEBS 2x4 FL Standard 'FTCI) THIS DIfG PREPARED FROA COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, CONVECTOR PLAFES UESIGNL•D 1'011 GREEN LUMBER PER IIUS-91 IAIILE 7.3.3. CON1RACrORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATiONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE IMT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS SOLID TO BEARING. 7X6* 2.5X40 3X6 1.SX4� 6 N(A) (A1)= 2.5X4= 4X4= 4X4= 3X6= 7X6f (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTUR PLAKS MUST BE INSTALLED IN ACCOROANCE Willi 111E REQUIREMENTS Of I.C.O.O. RESEARCH REPORT V2949. MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ;2. 5X4 3X6s It(A) 6 1.5X4/ 4X4= 2.5X4= 3X6 (A 2.0-0, - 23-2-4 _1 -2-0-0 1: —16-;9--0— -- - _I_4 a=oJ_ ----16.9_0 -- J--- 37-6-0 Over 3 Supports R-723 W-3.5' R-1430 Wa3.5" R-380 W-3.5' -+8-0-0 C7D-3 71 (V Q1 l0- D, PLT T P AIDine esign Criteria: U8C 17.3u6 CA/ -111-/-/-/F Scale -.125" Ft. C:3 C2 M M d I] m 0 d EM C3 0 C3 (] Q Q M Q Q (] ALPINEP I N E I3 I] IEARUSS O O O Q C3 "*IMPORTANT** ALPINE ENOINEECLD PLOOOTFS, fR. SMALL NOT BE ttSPONSISLI $01 Alit DEV30INV FROM THIS OCSIGM 01 RCSE SPECIFICATIONS, W AYr rAimm TO BUILD THE TROSS IN COSr06NANCE wiTR TP3 ALPINI CCMECTOPS me PIOE Or ICDA CALI. STEEL MrLTSYS LSTII A/63 AISI EXCEPT AS NOTED. APRT CONNECTORS TO EATA AAAI Ci 19USS 9W UNLESS O111110SE LOCATED AN THIS RESIGN. POSIrICR CONIOIm viAPPLICABIE PBQCI51 4 or NRS AFTPJ. LNNES%IHCt R'S SEAL OM THIS IRIAA11C APPLIES TO IBE CONFORL1T DEVICT40 ACRE IM DNI N. 10-0 SHALL NOT BE R[UEO UPON ]t ANT OTNE11lf. WARNING TRUSSES REQUIRE IIIICF-C CARE IM HANDLING, IAKROH AAO QRLCING. SCE MI3•91 BT TPI. SEE TMS% cfSIGN FCA ADDITIONAL SPECIAL PERMANENT OILTIAr. RE WIREPEMTS. IJ%hC%S OTMERHISC 3RDIC&MO. TOP CATIRO SHALL If LATFIULLT CED BRA1011 PROPER LT ATTACHED OLTK'ta SHEATHING. torcm CWRD API ER TECHNICAL, MTER(T/7/93)IMI PROPER ORTVALL'APPUCQIax. rIHUIISH A tw OF THIS DESIGN 10 THE TA,SS tlRCT10N CDNtRLETpI. \�,w.y� *^ " V C438� No. E0. 00-91 0. ; >k ►- Cl�l`.eC\��`� TC LL 16.0 PSF TC DL 10.0 PSF 8C OL 5.0 PSF BC LL 0.0 PSF TOT.LO. 31.0 PSF REF R427--60976 DATE 0 7 2 5 96 DRN CAUSR427 96207007 CA -ENG POC C4lC /FM SEAN - 92567 DUR .FAC . 1.25 FROM E. 0 . SPACING 24.0 ` •..TOL . YWCA OAATF tK%11TnYF_ Hns " 1991 Name OFitLR s9FrlflrmY rim RM1H rnRrn am I (PAIVA-DAN PAIVA - TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 NEMS 2x4 fl Standard CONVECTOR PLATES DESIG14ED fOR GREEN LUMBER FIER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO GEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CAPE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIM ALL SUPPORTS SOLID TO BEARING. 5X6= 3X60 1.5X4' THIS DNG PREPARED FROM COMPUTER INPUT (LOADS E DIMERSIONS) SUBMITTED BY TRUSS MFR. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO PLT TYP. AlDine BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 17.3u6 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A - - SUITABLE SUPPORT BY ERECTION CONTRACTOR. Scale CONNECTOR PLATES AIUST BE INSTALLED IN ACCORDANCE WITH THE W REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. m NOTE: OC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN 0) ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). REF R427 --60978 DATE 07/25/96 DRII CAUSR427 96207008 CA -ENG PBC / CWC / FI`I SEON - 92555 D UR . FAC . 1.25 FROM E.D. m IN LIEU OF RIGID SHEATHING: SPACING MON TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. 3 OR BETTER CONTINUOUS LATERAL GRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H 4 H z rI .5X4 z 3X6$ 6 17 N .5X4# 9 (A1)= 2.5X4-- 4X4= 3X6- 04m 2.5X4= 3X6(A1)6 2-0.0 23-2-4 L 18-9-0 _I_ 18-9-0 fdQ 37-6-0 Over 3 Supports R-720 W-3.5" R-1439 N=3.5" R-374 W-3.5" +G-0-0 SUS_ C CCS' QTY �Uf (F•�►a. • V11Z PLT TYP. AlDine Desi`, n Criteria: UBC 17.3u6 CA - - - F Scale =.125"/Ft. 0 (] E� I] Cl C3 C1 C7 0 0 Q 0 o M o Q 0 C] C3 n Q ALPINE E3 RU S S UT SM 1= o t3 C3 o o "IMPORTANT" ILPINE ENSIkECRED KODPCTS. IDC. SxAll DOT 6E R[SPONS76lt FCA INT DEY[ATEC/Y FROM THISDESIGN OR TNESE SDCCIFfCAT10SS. CA MY FAILU11 TO BUILD I -C TRUSS IN COMTOLNAC;E VITA TPI ALPINE CChRECTDCS CIC FADE OF ZOGA GALL_ STEEL NIETIRO ASTM A653 GRIP [KEPT AS WED. APPLY CONNECTORS TO Wm FACE Of TRUSS AW LnM ODE44fS[ LOCATED ON INIS NESLSI. PCSI1I00 C0RIECICIS PER ~W.3 110.150 6 1601-F. BESISY STARDAROS CORFOIA WAIPLTCASA PROIESLOBS Or NDS 1 TPI. AN IRIREER•S SEAL 01 FKS ORANII6 IFPLIES TO TDE CWCNENT DIPI41CO FERE IN 011 Iy. ANO SNAL1 NOT BE RELIED UPON IN ART DINER, VAY. YIARttI NG WS CS REQUIRE EITRENE CARE EN NARLlrNO. NEC IICR AND BRAWS. SEE H15•11 IIT TPI. SEC THIS OES16N FOR AD1111014 SPECERL PLRNANEW BRACINQ At QWREXEOS. OILSSS MI NISL 7.•MCATED. TDP CNOAD SVALL SE ' AUACLLY BRAQO VETIL FROPE.N LC AIRACMSO PLNFDOI 90EATN1106, 6DrroN ERo(D HIM PE5DIAL1 ANIA;WO, RIGID CIELING •• SEL ALPINE QCNNICAL WOME (1/31971 rat PROPER DRTIIALt A►PIIIAFIrAm. IIOUIISN A CCPI Of THIS DES76N 11 IME FRUST ERECTION COWRACTOR. n'B• y� 6P� Ai0 y w s E� t*.C43845 E�• 6*91 � s CIY« %/►- 1nQ� TC LL TC OL BC OL 8C , LL MILD. I6 . 0 PSF 10.D PSF 5.0 PSF 0.0 PSF 31.0 PSF REF R427 --60978 DATE 07/25/96 DRII CAUSR427 96207008 CA -ENG PBC / CWC / FI`I SEON - 92555 D UR . FAC . 1.25 FROM E.D. •••V[ TRUSS PQ CTE INSTITUTE. 1&S • ]911 A1T10011 O[Slii YC[tfttllitftY FON YDOD [OYSI11UCilON SPACING MON I P LVA -DAN PAIVA - T-5 TOP CHORD 2x4 FC #I BOT CHORD 2x4 FL gI WEBS 2x4 FL Standard stubed 14'2"1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBAITTED BY TRUSS MFR. (A) 1X4 #3 11EM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH W1TH.(2) 8d HAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATLS DESIGNED FOR GREEN LUMBER 11111 IIDS-91 TABLE CONNECTOR PLATES MUST BE INSTALLED IR ACCORDANCE WITH iIIE 7.3.3. REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. DATE 07/991q6 NOTE: SC CHECKED FOR 10 I'SF ADDITIONAL LIVE LOAD IN RIGHT ENO VERTICAL HAY HOT BE EXPOSED TO HORI2. WIND PRESSURE. ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (199.1 UBC). q,{ SPACING . 0° E.9 , •••fFI " TRUSS PLATE INSTITUTE. ROS " 1DP7 M0IORAL DESIGN IN LIEU Of RIGID SHEATHING: 4X4 TOP CHORD TO BE BRACED DT PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. III ADDITION, A RIGID CEILING OR 2x4 J3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. � 6 1.5X40 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X40 3X40 It1 1.5X4$ 6 1-5-3 2.5X4= 3X4 4X4 3X4(AL)m 2.5X� L'.2 • o -O-J L 18-9-0 _1_ 4-7-0 _S 23-4-0 Over 2 Supports R-842 W-3.5' R=108 W-3.5" PLT TYP. Alvine Desi n Cr terfa: UBC 17.3u6 CA/ -/l/ -/-/-]F Scale —,25"/Ft. C:3 C:I E--3 O CZ) C3 m Q E� M CD Q Q Q Q [7 o CM //A L P I N E T R U S SM M C3 C3 C3 d "IMPORTANT" A'PFSEENG IHEERI0FAOYXIS, IRC. SHALL ROT BE RESPOISIILE FCR AMY DIVICIIOM FROM THIS DESIGN UR DESC SPECIr1Ca ms. OR ART ►ATiUTE TO BUILD THE TRUSS )R t9bFGRNARCE 0111M TPI ALPIA: CONNECTOR$ ARE MADE Or F.^GA GALT. STEL MIETIBO A31H A651 4GA31 EXCEPT 93 NOTED. APPY CCRRECTORS 90 ELM FACE Or TRUSS APM UNLESS DIMERNISE LOCRICO ON THIS DFSIG\. POSITION CORMEXICRS PER OLAILRGS L30. ISS A IGOA-r. DEST" STARDAROS C...O>t V,APP.CA.LE PROVISIONS CR BIS R TFI. AN 11MIRIER'S h APPLIES 90 Tt3 EORPORRT rN!A*IPIAT HIRE SNL V TRC$ SHALL IN D'4f, AMD SiMLL NOT BE ![Llti U'CR IR ARF OfITIA VAT. WARN IIII; TRUSSTSREWIRE ESTRLRLC4CE IN NAC:RIRTI. ERICTIOI A.17 BR cm. SEE HIB -91 Sr TDF. SEE THIS DISI" FOR ADOITIONAL SPECE4! PERMANENT BRACIMS RE OUJIVOTS. UNLESS OIML11VISE INDICATED, ttV CROIA SSULLL RE LATEMW BRACED WIN PAOP411 LT OrAC12D KYMODD reATrJRG. BOTTOM CNoto MTM PROPERLY ATTACREO RIGID CEILING •- SLE ALPIM TECHNICAL UPDAtE 4711(91) FOR DE.OFCR O THE TRUSS F'ARISR it COPY OF . D[SlGiA TO THE TRUSS ERRRCII CONTRACTOR. VISION _ �.' y� h A� W S °C No•C43845 Or ETp• 613"' * 4r IA.. C1�1`.C�Q'�\ TC LL 16.0 PSF TC OL 10. 0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT. LO . 31.0 PSF REF R427--60980 DATE 07/991q6 DRW CAUSR4Y7 96207009 C' "CA -ENG PBC CVIC FM SEQN - 92573 OUR. FAC. 1.25 FROM E . D . q,{ SPACING . 0° E.9 , •••fFI " TRUSS PLATE INSTITUTE. ROS " 1DP7 M0IORAL DESIGN W"fFICATIOM FOX %= COMSiRUCTIDM V 0 - VA - T-6 MONO/GIRD (1-PLYI) THIS DVG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 ft #I BOT CHORD 2x8 FL SS WEBS 2x4 FL Standard :K3 2x4 FL #l: 'CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. BEARING BLOCKS: NAIL TYPE: 8d-box_nalls BRG X -LOC #BLOCKS LERGTH/BLK #NAILSJBLK 0 0.000' 1 12' 20 1 14.167, 1 12' 10 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 0139. BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED e 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 J3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ciTHIS GIRDER IS DESIGNED TO SUPPORT (FROM LEFT TO RIGHT) 2-0-0 TC/BC SPLIT FOR 1-6-0. REMAINDER OF TRUSS 30-10-0 SPANS FRAMING TO THE BOTTOM CHORD. CONCENTRATED LOAD CREATED BY DRAWING o(96211006. .r -"RECOMMENDED CONNECTION FOR TRUSS #96231006 AND 30-10-0 COMMON TRUSSE AT 24' O.C. BEHIND FRAMING TO THE BOTTOM CHORD: SIMPSON HUS26. M SEE CATALOG C-PT9511-1 FOR NAILING SPECIFICATIONS. (UNLESS ID OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER U)ADD MINIMUM NEEL HEIGHT OF SUPPORTING GIRDER.] 3X8 0 Q cr ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** SPECIAL LOADS TC - From 52 PLF at 0.00 to 52 PLF at 14.46 BC - From 30 PLF at 0.00 to 10 PLF at 1.50 BC - From 503 PLF at 1.50 to 503 PLF at 14.46 BC - 1227 LB Concentrated Load at 0.50 (A) 114 $3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH KITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 1.5X411 ex 1210 S � 5X8 S (A) 74-15 (A) W3 (A) (A3)= +.B- O- 0 3xl4iu N 3X8 (A3) - 1Dx1D-= `'i..; R-4588 W-3.5' �T R-3924 W-3 :S' -� r ,i ide 14-5-8 Over 2 Support 1227 rLI lr. . AIDIne es Lrlcerla: unu 1/. Ub GA - - r C3 C3 [7 O C] [a 1 **IMPORTANT** E"n�TNO°°Cn' EK' $ AM POT OE RESPRaRlta Tat ART WARNING m-'sR=lwEIERErEAU N MOLIM. MUnU Aa Ess>a TC LL 16.0 PSF O [3 C3 0 0 DEVIATION SIGN THIS DESIGN a PRISE SPECIFICATJM. N =I r"u U To t1 w THE Tams Y OO ="= Aon DI NAGE. SEE Ntt•*I aT Tn. sm T*Es usira f t ADDITIONAL, SPECIAL FERNMERIEIF NACEIR RE �� ff. ?C DL 10.0 PSF �Z3 J� (] a] � MPTK LTGNiECIakS TRE BOE r zRaA iILY. MEL NELTI6 ISPs NIREIEIRR. tRtl'tS titaREff INDICATED. TRF A g �' BC DL 5.0 PSF Im � Q 0 0 0 Mil SAW EXCEPT AS NRTFD. APPLY UNUM n TO 1131 MCE 0 >� RAW ORBS onmusE LOCATED N TN1s 1X1109. POSITION CIORD THaL IE LATILILT *RACED Alla Race" LT ATTACHED PLYWOO 9rATI16. IOflrt CHORD w r No.C43645 BC LL 0.0 PSF LPINE o ' i MTRUS ERS b MA113IO IID. ISD * I.*A.,_ a5l" 311"Dows CWORA *JM 08LE PItTISIONS DE � A n1. AN EAsllm'S SEAL DR ras OU17 fi AFSUES TO THE COM ENT aEPICETD Har to QALY. AND SHUL R/r IE RUJm lion IN AIR *13431 IGT. HRH MUM ATTACHED RIGID CLILIN& .. >a ALFEN TEaInCAL WME (rnnll FOL ruFo EMMA, AMICATION. FWM= A carr r Ins auto TI TARE TO— EREMOR oTNTeACTaa. 63M * f� Cl �. 4Jiror TOT . LD. 31.0 PSF DUR . FAC . 1.25 H C1 M CI o C 3 ...Trt _ most it -ATE INSTITTDE. Nos - 3991 aATtNIL Iota W=trICATIGN Tv banD CDMTNNC►1O* CAt�O SPACING 24.0 - REF 8427--61724 DATE 07/29/96 DRH CAUSR427 96211007 CA -ENG PBC/CHC SEON - 93190 FROM E.D. PAIVA-DALE PAIVA - fSGE1 T-1 DTC SGE 1 -PLY THIS ONG PREPARED FROM COMPUTER INPU7 (LOADS R D€NENSIDRS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 FL #1 "YIRLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*"t BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES MST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14ENTS OF I.C.O.O. RESEARCH REPORT #2949. CONNECTOR PLATES DESiGNf.O fOR GREEN LUMBER PER 1:05-91 TABLE (K) 2x4 FL #1 FULL BLOCK. ATfACII BLOCK TO THE FOP CHORD Rj m 7.3.3. WITH 2X4 ALPINE PLATES @ 24'oc. TUROUGHOUT PLUS IIL•EL PLATES AS SHOWN. NOTE; THIS TRUSS 1S UESIGNED TO SUPPORT 24" OUTLOOKERS AND m SIDING LOAD 1107 10 EXCEED 10 PSF TO ORE FACE OF IN LIEU OF RIGID SHEATHING: TRUSS ONLY. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLIIIS SPACED m I+ @ 24.00" o.c. IN AODIT)ON, A RIGID CEILING OR 2x4 #3 H.F. (0) 2x4 FIR-LARCII STANDARD LET -111 VERTICALS (TYP) @ 16' O.C. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. KITH 1.5X3 PLATES (TYP). RUST BE PROPERLY ATTACHED TO TIIE BOTTOM CHORD. 3 M 4 G) 4X4= T N En Z (K) 6 5 (K n 3X4ft 3X 49D (0) in ri in 2X414 l� 16U7TF- 4-6-0 _I_ 4-6.0 � %t -� 1)4AA f. , y 9-0-0 Over 2 Supports R-581 W=3.5" R-580 W-3.5' A Op tfote: All Plates Are 1.5X4 Except As Shown. PLT TYP. AlDine Oesf n Criterfa: U3C 17.30 CA - 1 - - F Scale -.5" t. [� C3 O Ca C3 M **IMPORTANT** ALPINE EMIArERED Pt9ONtrs. INC. WARN ItfG TRUSSES SEOUIIE LAMPE CARE TC LL 16.0 PSF REF R427--6098:3 SHALL HOT BE RESPONSIBLE FCR AST IN HANDLING. EAEc1EDN AND C=3 CD d = 0 111ATID9 EACH IRIS 0!3ECR OR THESE SPLCEFICATIONS. CR ANY &MIN1. SEE 019.91 BY TPI. SEE T4I3 DESIGN TC 0L 10.0 PSF DATE 07126/91 © 0 Q C7 IAILUtE TO BUILD PR MW IN COMFORNAV;E VETH TPT IDE ALCITIONAI SPECIAL PERMANENT NACM RE �1 n p ' Q Q [� (] LtPINE C090:CTOPS C11 RADE OF FOGA GREY. STEEL NELIIHG ASTR O'AIREIINr1. UNLESS OTHER9ISE 311DICATEG. TOP n' ` AA�C/ BC DL 5.0 PSF DRIB CAUSs427 96200002 Am Gt3T E(CEPI AS %TC0- APDLI COIMU.IORS TO Eat FACE Or tA1070 SPALL 9E LATERALLY BRACED VIE" PROM 5 � O c �Ecre►s PtesoOTIMMM tv:sim��isTo�iON Hrs ntsiGClHi srniRos i1ITHIPACERLTLATIACHEDYWOOD ER GIOG[E1L6W W. C45 r" 8 C L L 0.0 PSF CA -ENG PBC CWC / F M ALPINEC^STORN FIOPLICAM F0011SIONS OF NO$ ITP[. AN tRSIAEER't Att'I"E TECHMICAL UPDATE (111191) Edi PROPLR TOT. L0. 31.0 PSF SEON - 24973 E=l�r�� SEAL HR Ints ORARItt VPk IE3 TO THE COVIOHENT OEPICIEO ME OLrVALL APPLICATION. FURNISH A COAT Or THIS E39. 6p9� TR USS S� IN OMLf, Aa3 SNAIL H7H !E MILD UPON IN ANY OTREt VAT. 9ISICH TO THE TRUSS ERECTION CONTAKTOR. : * p ry D UR .FAC . 1.25 t /� FR OFf E.D. M 0 EZI 0 Q L ..•TPI - rMLSS PLAFI my Emit. IDS - t991 NAFECML OESTS9 SPECIr ICATION FOR ROOD CONSTIO:EION �j�h Cf r,�����\� SPACING PAI A-DAiI PAIVA - T-8 70P CHORD 2x4 FL X11 BOT CHORD 2x4 FL #I 4EDS 2x4 FL Stoddard CONVECTOR PLATES UESIGIIED FOR GREEN LUKBER PER NDS -91 TABLE 7.3.3. 4x4= THIS DNS PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. CONVECTOR PLATES MUST DE INSTALLED 10 ACCORDANCE WITH THE REQUIREMENTS OF i.C.B.O. RESEARCII REPORT #2949. III LIE!1 OF RIGID SIIF:ATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.t. IN ADDITION. A RIGID CEILING Olt 2x4 #3 II.F. OR BETTER CONTINUOUS LATERAL GRACING SPACED 0 72.00" O.C. MUST DE PROPERLY ATTACHED TO THE OOITDM CIIORD. L--2 - 0 - 0----�J L---2 - 0 - 0--j 1 4-6-0 I 4-6-0 J 9-0-0 Over 2 Supports — 'I R-383 W-3.5" R-383 Wm3.5" PLT TYP. Ai ine Uesi n criteria: un 0 0 0 0 0 0 ""IPJPORTAfIT** ALPINREKE CARE SHALLIPDTSSE RESVON�SINLE CO ANT ANT 111 INUSSES HAHDL1NOUll[ �CTIOON AIM 0 IZ3 C3 m OEVIATIM (EDT T115 O:SIOH OR THESE YKP[CATIONS. co ANY BACIZ. SEE RIR•9L BY TPI. SK THIS DESIGN C3 EM 0 M 'AILUL[ TO BUILD TaE TRUSS IN CONEO1110(f WTH TPI FOL ACOEYICIAL SPECIAL FEW1114T 00ACJR6 RL Q [___3 - C 3 M ALPINE COIMECTORS L40E IT HOF 200A BEY. STEEL REITEAIA ASTN OUMPERFS. UNLESS ITHERNISE INDICATED. TOP O Q Q A553 BSI EXCEPT AS 13190. APPLY CONNLCfCRS TO EACH PACE Of CHOW SWILL BE LATERALLY KWO VIVO PROPER O TROSS A43 1ALE33 OIHFJWI3C LOCATED ON Till, MICH. PMf[OH LY AFf1AKO PLYNOOD SHEATRIN6. HOTf4H CHORD o A L P I N E o NDS CONNECTOIS PCE DRAIIRSS 110. ISO 6 16044. CESIGH SFL+VAROS HIM PSCPIRLY ATTACHED RIGID LCILIRC •• SEL CONFORM V11PPLLCAEIE PAOIIIIONS OF i TPI. AN EVIKER'S ALPINE TECHNICAL OPIATE 11N1JII1 YON PROPER TRUSS SIu ON 1 hO OwtNP r etIIs TO THE N go AERT DEP3OTHER V D HIRE DES161 O THE THIS$ RECTION L CCO OP THIS IN ONLY. 140 SPAM RDF NI RELIED WON q AM OTNCR Va. OCS1bN 70 THE TRESS [CECf1P9 CCA'IPKTOR. m � 0 A I] C-13...rn .1.035 PL4fI LASIITUTE. NOS -_1991 RAI[CML DE516H SPICIFICATION FOR 9000 CDRSIOUCTION T -D +B-0-0 U6 LR - 1 - - - r TC LL 16.0 PSF TC 'DL 10.0 PSF BC DL 5.0 PSF .ems BC LL 0.0 PSF tio.ce TOT.LD. 31.0 PSF EV, b>D91 �` DUR . FAC . 1.25 CkY SPACING 24.OD Scale s.5 /FL. REF R427--60982 F m LO En H Z 6) DATE 07/25/96 b DR W CAUSR427 96207010 CA -ERG PBC/CWC/FM LD SEON - 92689 FROM E.D. TOP CHORD 2x4 FL #I SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABIE 7.3.3. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24- TOP CHORD OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. REFER TO DRAWING 3,Ot7.999 FOR GABLE FILL DETAILS & REQUIRED BRACING. (0) 5-6-0 --------- I.SX4111 2. 5X4 (Al) - 2. SX4- 4X40 THIS DVG PREPARED FROM COMPUTER INPUT ILOADS & OWERSIONS) CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 111E REQUIREMENTS OF I.C.O.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAO IN ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). sunmimn nv Tmmz mrD 10 LIEU OF RIGID SHEATHING: TOP CIIGRO TO BE BRACED BY PROPERLY ATTACIIED PURLINS SPACED 0 24.00" a.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 12.001 o.c. MUST BE PROPERLY ATTACHED TO TtIE BOTTOM CHORD. i (0 6-0 1. 5X411 Z. bA 4�3 2. 5X4 (A I )- La - o - O.J t<z - 0 - oJ 10-0-0 10-0-0 9S 20-0-0 Over 2 Supports R-125 PLF W-5-9-8 R-125 PLF W-5-9-8 rLi i7p. Amne Deslqn Criteria: UBC C3 M M Im (::3 m 6 E141BEEILIV PRODUCTS- W. "IMPORTANT" wl Ell T114SICS REQUIAl MOSHE CARE WAR Ii I NG r-3 r-3 m =1 [MILL a? 11ISMS11111 103 JAY It IN BANKING. ERECTION AND (=3 C3 CM I= OMinCbr FROM THIS DES344 0% r:ESc SPLcIfIC01911S. CR My fAILU3f TO BUILD THE TkUSS IN C trot"llcr 01thaRb. SEE HT11-21 BY TPI. = 1115 IES3611 M =3 (=) EM VITO TPI ALPS-- COt"ECTOSS ARE di*E cr 240 64M Slift KEEFEING XSTII VON &ODMORAL SPECIAL PUMEW 111AC315 BE INJUIRENINt. UNLESS OTHERVIlle 11,01CATED. TOP C3 E3 c=l M mo i9j) excEPT AS Norto. PPPLT comaums To tacH rAct or CHM ML BE LATERALLY AMC* VITII P&OVElt C3 m TRUSS, NBC UNLESS OTHEWU WATED ON M CCS141. POSITION LT ATTACKO FORM MAMAS. BOTTDII 0MO, MRS PER OlklIMS M. 152 1 CES2614 STAIMMAM HIM PACIPERLY MACM 416111 ClIL3" -- US ULPINE CONIM 141APPLICABLE VAOILISIM Of 108 1 TV(. iq WIRM-11 ALF&M TEcHxICAL uppre (111111) go% pAmst = tm =1 SELL CA rflJS DMIAL APPLIES T4 TOL COYMENT WICTED HERE GtFV4LL OPPLICATION. Maw A COPF car Imll TRU S IN My. Alto S%lt AlOr BE AWEO UPON [A )BY WEB RAT. DMdk TO THE TRUSS cArmob comemyco. C3 C3 E-71 cm m 1= ..."I - TAU&$ FLATE I&STIlUlf. WA - 1991 PINTIOMAL br%§&V IPPEIFICATIaN Yak MM enhTla—Mm ft C43845 '—I;' 1* 63091 /* -Fq A-0-0 7- E-RA17TE APP,rsl,ov ED TC LL TC DL BC DL BC LL TOT.LD. 16.0 10.0 5.0 0.0 31.0 F PSF PSF PSF PSF PSF Scale -.25"IFt. REF R427--86578 DATE 10/24196 DRI-) HCUSR427 96290005 HC-ENG_PBC/CWC/FN_, SEON - 102900 OUR.FAC. 1.25 FROM E.O. SPACING 24.0.1 VA - T-10 SCISS TOP CHORO 2x4 FL 11 OOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED III ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCII REPORT 02949. CALCULATED HORIZONTAL MOVEMENT OF 0.15 ' DUE TO LIVE LOAD AND 0.13 ' DUE TO DEAD LOAD. CONNECTOR PLATES DESIGNEO FOR GREEK LUI4DER PER IIDS-91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLIIIS SPACED @ 24.00' O.C. III ADDITION. A RIGID CEILING OR 20 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" c.c. tiUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X4—M f— Le2.0-0-j �2 0 DIJ 20-0-0 10-0- 20-0-0 Over 2 Supports R-724 W-3.5' R-724 W=3.5" C3 C3 E3 O C3 C=j k*IMPORTANT** ALPINE u"'1m"RED PaODOCTS. SNC. LIAR III NIG 11103ES REQUIRE CITRIN[ CARE SPALL NDT It 0200 31SLE SDE AIF IF WADLINC, ERECTION AND CEIIATION VAON MIS DESIGN OR THESE SPECIFECLTIT ONS. Olt AV BRACING. SEE 14E11-91 11 TPI. SEE TBI$ OES16N m C3 E= I= FAILURE TO 60110 THE TRUSS IN CONOOVIAM VIfN TPI FOR AODIrEO.YLL SPECIAL PERNANENT BRACING EE Q [] C] C3 ALPINE COHNUT03 AM NAOC OF 2074 GALT. STCEL RET$Y7 ASM 6UfREHINI'S. LNLESS OTHERNISE INDICATED. TOP Q E2 Q O 4661 0131 IIUPT AS A*TCD. AMC CM&ECTCRS TO GAIN FAZE OF CPORO SPALL Of LATERALLY INACIO RITE PROPEt m 111:33 AND U9lTS1 OTNEOVISE LOCATED 01 tH7Z CES [GV. POSITION LT ATTACHED PLT1000 SO(ATNINO. NOTION 0011) o ALPINN CWACCURS Pit CRAM -31 130. IOD A 36,A -P. O(UGI SFA�IDAAOS VETE MIZOLT MAC 21610 CEILINO • • SIL ICOTCIB PJAPPIICABU PROIIS304S OF WS 9 TPI. AN ENSIMER'S WINE T'E0211CAL CPOATE must) TON PROP[t !CAL 01 TNTS 011VINS APPLIES TO M: EO�CATaf r*PICFEO HERE ORTOAt1 Am Corp. ►OINISBACOPT NF TOES TR U SIN CNLT. AND S:ILLL MT BE RW ED M1 W AM piPZP VAT_ RESIGN TO TK TRUSS ERECTION CONTRACTOR. m O 1=1 C3 O [7 ,-.TPN " IRULS PLAFE INSTITUTL_ wt - 1921 NATIML CESION SPFUFICATION FOR 9000 CONSTRUCTION (z ) 13U1.1 1.1 DkA" E Lr•F r.. U6 CA - 1 - - F Sca. e 25" Ft. �� �• �c tit. C4354 Eq, 61D91 CIV .t.�� TC LL 16.0 PSF TC OL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT. L0. 31.0 PSF REF R427--60985 DATE 07/25/96 DRW CAUSR427 96207011 CA -ENG PBC/CWC/FM SEON - 92703 OUR. FAC. 1.25 FROM E.D. SPACING 24.0" ", A D r b n fPAIVA-DAN PAIVA - T-11 SCISS) TOP CHORD 2x4 �t1 BOT CHORD 2x4 FL #1 WEBS 2x4 Ft Standard :RL S)lder 2x4 FL Standard: BLOCK LENGTH -- 3.237' CONNECTOR PLATES OESIGIIED FOR GREEN LUKBER PER IIDS-9I TABLE 7.3.3. I1115 UN5 PKtrAKtU MUM (,UPIPUILK JTIPUI (LVA" 0 UUStn.11V11J) JV0XJIItV III Ixub5 nrx. CONNECTOR PLATES 14UST BE INSTALLED IH ACCORDANCE WITH THE REQUIREMENTS OF I.C.D.O. RESEARCH REPORT 02949. IN LIEU OF RIGID SHEAT11ING: top CHORD 'f0 HE BRACED UV PROPLRLY A1(AC11ED PURLIRS SPACER @ 24.00" O.C. III ADDITION, A RIGID CEILING OR 2x4 #3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO TIIE BOTT014 CHORD. 4X4(R)EI E-1 :6(F3)1--- L--2 -0 -0-- 18-5-8 Over 2 Supports 1r �17U . ;. R=693 M=3.5° R-556 4I-3.,5' AppROVE C7 C7 E:3 O 1:3 C7 * J NPORTAtIT k* ALPINE 4A/SIAEEHEO POWA13. INC. WARN f PIG 110511 SfOJI94 EtHUEKE CARE D SNAII N3C DE RE3PCA mu POR AIR 18 HAN7:Tm. ERECf1Ot ANO V fl C3 M MIIATI BR ►108 THIs Cf31CM OR THESE SPECLPICAV d. ON ART 4AACEAG. SEC 810 -SI 61 TPI. SEC THIS LESION -1 C3 C3 C 3 M FAILGRC TO 09110 TK TRUSS IN CONTORNARCE NIT" TPI FCR A➢DITTORAL SAECIAS FEOPAh%Wr BRACING RE 0 C1 O U O ALPINE CORRECT411 ARE HAVE Or 20SA OA. STEEL MEETING ASTM OUIRENENTS. UNLESS OTPE2VISE MEWED. TOP 0 = Q C3 A593 ORS? EIC1Pr 13 NOTED. APPLN 9-04ECTM TO EACH FACE Of CPORO SHALL BE LATEDALLT BRACED 4178 PROPER O n iROSS All 021131 0110VISf LOCATEO ON THIS DESIGN. POSITION LT ATTACHED PL91*Q0 SAEATKINO. BOTTOM CHORD %t02NCCTORS "it MAMINCS in. ISO A 160A•F. DESIGN STANDARDS TEEN PROPERLr Amain RimCEILING •- SEE U ALPIN E mcaBraRN 11AMICARLE PROVISIONS Or KOS S TPI. AN ENGINEER'S ALPINE TECHRIM CPOATE (M/91) FOR KOM R U S C:3SEAL 04 THIS MEWING APPLIES PO WE COMPONENT DEPICTED 14AE DRYWALL APAUCATION. ►OMISB A COPT Or THIS IR ONLY, AN) SMALL NOT BE RELEEO UPON IN ANT OTHER MAT. DESIGN CO M TRUSS ERECTION CONTRACTOR. It3 (Z3 CZ) C3 O CZ] ...TPI • TAUSS PLATE TNIrfTUfE. IDS - 1491 NATIONAL CESIGH SPECIPIC.LTLON TOR FOOD CORSTLUtTIO2 No. C43B45 It EAtL 63097 � F.A/-/L/-/-/-Ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.D PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF DUR.FAC. 1.Z5 SPACING 24.0" Scale —.375"/Ft. REF R427--61247 DATE 07/26/96 DRUM CAUSR427 96208009 CA -ENG PBC/CWC/FI SEQN - 92756 FROM E.D. 11 PAIVA-DAN PAIVA - T- 46 CHORD 2X4 FL #1 BOT CRORO 2x4 FL #1 IIEIIS 2x4 FL SLandard ICOIIIIECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS DVG PREPARED FROM COMPUTER INPUT (LOADS & UlrltnalUNa) aunnlIICU oT OKU.a 61+1-11. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEA111ING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. 10 ADDITION. A RIGID CEILING OR 2x4 #3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4=` au�t C�,�T•w 10-0- 3�e 6-5-8� (,j_��: 16-5-8 Over 2 Supports 5 . �' R=632 W=3.5' R=493 W-3. >9 � PLT TYP. ineDesf Criteria: UBC 17.3u6' CA - 1 - - - F Scale —.375 Ft. 0 0 0 0 0 o "IMPORTANT'" 49IAt [1GIN[EREO PRODUCTS. IRC. Sam AOT Rt RtSPDxS)e E Utt ANY WARN I NG TRUSSES REoulm "TREPC CARE En FAM IAS. Wm EsEca AIRI TC LL 16.0 PSF REF R427--62302 0 Q � OEIIATIQT PROM THIS DESIGN 0R 14 SPCCI►[CATIONS. oL MY RRACIAL. SEI NIR -9) Of TP). SEE TRIS CE31GR 4�OfE W. C �.f. j C DL X 0.0 PSF DATE 07/30196 C] T3 0 TAILOtE TO CHILD TVE TRUSS IN LD9TOTRCAYE VIYH TPI rat ADRIT)ORAL SPACIAL PUN►RENT RIACIIIY RE ORLE$$ OTDEIRISE 11104ATLa. TCP E'f AA = p DC DL 5.0 PSF DRW CAUSR427 96212005 Q Q C.] 1=ALPINE CORtECTORS an NAM Of 2064 6LLf. SKIL RESTING ASTR OOIRENENTS. C7 Q p "m 6131 WEPT AS 1OTW. APPLY CORHCCfOLS TO EACH ►ACE n CR1B0 SHALL RE LATERALLY RRACEO 2170 PLOlE0. ILI f"' BC LL 0.0 PSF CA ENG PBC C YI C a O ON LOSEO fAe C.> f— A LPIN��ca3e45 COwORTORSOPit CR3N14W.9 13010CATED; 30 1 1(Ou1 it DESIE.V STANDARDS EON19iR.I,PPLEECBLE ►AoftsRov a< NDS.TPI.AN EAncRtcRs4018[ VITaTTACHEO PROPERLYLYNOOD ATTACHED 8911610 CEILINGN TECPPICAL OPOATf 1)IIf91j FOB PROPER * Tp.041*TOT.LO. 31.0 PSF SEON - 92760 �ARUSW S[AL 03 TPIS DIAYEHO APPLIES t0 THE COHPOHENT Dill", I. t[Ut0 Open In ANY OTH R Yu_ pteYLLl APPLICATION. ►[lAAISN A CCPV OT TH)S o[slin,n [Ice T1033 EBECtIOR CONTRACTCR. �'j'}ty ClYit DU R . FAC . 1.25 FROM E. D. IH ONLY. AND SR4L ROT tE /� SPA1/ . 11I, � 24.0" O "" 0 C:3C Q ••-TPI -TOOSS nAYE INSTITUTT. 103 - 1991 NATIONAL OESILN SPECIIECATItdt ►OA YODD CORStAOC►IC6' FAIVA-Ig'AN PAI -VA T-13 TOP CHORD 2x4 TL #1 r, BOT CHORD 2x4 FL $1 NESS 2x4 FL Standard 0 U Q In (D Z: H Z M H Ci E a. N V m ONNECTOR PLAIES DESIGNED FOR GREEN LUBBER PER NDS -91 TABLE .3.3. THIS ONG PREPARED FROR COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS HFR. CONNECTOR PLATES MUST BE INSTALLED 111 ACCORDANCE WITH SIZE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SIIEATIIING: TOP CHORD TO BE BRACED IIY PROPERLY AlTACIILD PURLINS SPACID @ 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 Ii -F. OR BETTER COIITINUOUS LATERAL GRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO TIIE BOTT014 CHORD. 4X4= 4-2-0-0- 10-0-0 ul 15-3-8 .Over 2 Supports R=596 41x3.5' R-456 14-3.5' m DLT TYP. 1 e Desi n Criteria: UBC to C3 [� [� o o ** [MPORTAttT** � NOT PA SPONSIB�If0A`AA; WARNING tK IlMin.RE [UMC S No (V —i [� G] 0 CEIlATt010 iROR THIS DESIGN 0R t1[SE 6ptpFICAT10Rf, oL ARr DRAC[I0. SEE RIS 1L IPJ. SEL THIS DESIGN O O 0 C3 FAILURE To BUILD TRt 11.DSS to CORORRAIKL RITN fPi rot ACOITIOIAL /PFCIA- PERNAY;D7 IRApI6 RE p Q ALOIRt COMCTCIS ARE RAD[ OF SCCA 0111. STEEL PiCTIRO ASTR OUtAMffrS. UNLESS OrKRRISE INDICATED. SDP O Q Axl 6p7 LICEPT AS ROT[D. /A,Ll C1= -*,LCT= 70 IRCR /uE 01 CROLD VML It LATEtA1L/ 6RACEo VrTR P"M TAV1/ A11 ORl SS OTKRRIS[ LOCATED DY DdS DE"&% POSITION LY ATTACHED WOODS SRTATAIRO. $STOP CROtD 0 O CONY:CiOlS PIX. OLAVIRGS 130. ISO O 160,14. =101 SCROO►ROS NIfH OROJ[SlT ATT►CRC° LTG10 CER[ti6 '• SEE o A L P I N E � COXTDIR IJAPPLIE&KIL PR01tSI0t5 ROS O 'Pt. AN UIS[/EER'S uPIR[ TEC1/V1(AL UPDATE 1711/91) fQi PROPER O SUL 0R TRIS ot►R11S AHII[! i0 iR[ CORPOSEM DEPIC7E0 IaR[ URTYALL APPi1CATtCR. ►OISt IN A COPS OF THIS `= TR U S [R ORIF. ARO (0111 807 K RELI[D UPON in AYP OTR[R RAY. oisrGR TO THE Tit ES[CTIO.V CORTIACcgI. E3 M C3 © •••tPI - iR035 IUTt 11Sfi Mf ROS • 3RD RATIORAI oESS6Y S!lCI/I CAilOV iCt 1000 111%lllucf1OV c CA - 1 - - F Scale =.375' Ft TC LL 16.0 PSF REF 8427--61249 W. TC DL 10.0 PSF DATE 07/26196 y BC OL 5.0 PSF DRW CAUSR427 96208011 M6 C43845 BC LL 0.0 PSF CA -ENG PBC CW1 FM E)a6*97 * TOT.LD. 31.0 PSF SEQN - 92763 2 FROM E.D. Of eA1i��`�\� SPACING 240° IT to 0. 4 IVA - T - TOP CH6#D-2x4 FL. #1 BOT CHORD 20 k1 #1 1IEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.001-o.t. IN ADDITION, A RIGID CEILING OR 2x4 OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6-2-3 2.5 THIS ORS PREPARED FROM COMPUTER INPUT (LOADS a OINENSI SUBMITTED BY TRUSS MFR. (A) 2X4 #3 HE" -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Rd NAILS. BRACING MATERIAL TO BE SUPPLIED AHD ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MOST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UBC). END VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. PIGGYBACK ABOVE (E3 3X40 2.5X4- 3X4 2X46 1. 5X41 -AAO- swq— 2.5X4= 9-4-3 -O-O BU► I p Lr 6-11-13 _f_ 12-7-11 _13U ~ 7%1 fE 19-7-8 Over 2 Supports R-608 W-3.51 R=608 61=3.PP K PLT TYP, Alpine Desf n Criteria: UBC 17.3u6 CA - 1 - - F Scale -.25" Ft. C3 C7 0 M C3 C:1 �[7 G7 C3 M JQ 0 0 1] � C3 E3 C= M Q C3 C7 1� q ALPINE o M -TRU S S IC3 C= C7 C7 C3 C3 **IHPORTANT** ALP711 EA4I®EO IfmK75, 11c. nxLL 10T BE EEsrwalsu no AI17 1I I"901 ssml WS sESOU OR =59 SPECIFICATIONS, R AXP FAILM TO WILD M TEESO W CMOAXMCE Ian M Amisr Om1ED:mss us am w »u AALP. smi. Bann all MU CUT EXCEPT AS WED. AFPLI u1NGt1 OS TO EKY FACE OF TRws AND UNLESS OTIEAMSE LOCATED s1 ms OrS116N. PBSMO1 COINECTORS PEs ORUTHS ISO. Asa s ima-r. Balm stlID1s01 eOEFOEN 1JAP:LLCASLE su0TSSIDNS 4r MS A TFI. m 11111 -s SEN m na WME NS MM n TO UE Cavam 1vFau 1M IN GILT. OW 9ULL NOT OE EEuu 1P4R I1 AN MM "T. WARNING TRIPS= REWIRE ESFAENE UK in DANDLING. UMFOR A V s1u11s. SEE xis -ss a n1. SM Alas Drslar no ADDITIONAL SPECIAL PEBwjmff "MIND O[ s emirs. uacss ansamst INSTCAED. Ts► CHORD S1NUL EE LATEIALLT NACID MTN Merut Lr ArrACED PLTIUUO FIIEKIi11r. BUriXM CHORD VITO 01OPERLT ATTA01ta 11610 CEILING; -- SEE AL11R TECORCAL UPDATE (7Fl/BIT FIEPAOPEITOT.LD. CR11WL APPLICArIw. MOISH A COPT 4r rnls 1ESIAD TO TRE TRUSS EIECXl01 t011wACT:. �ES �4. .o C� g o` �" V r A `� MyC43645 CIYIt �.� � CAL�4 TC LL TC DL 8C DL BC LL DUR . FAC. SPACING 16.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 31.0 PSF 1.25 24.0' REF R427--61728 DATE 07 29 96 DRW CAUSR427 96211009 CA -ENG PBC CWC SEAN - 92978 FROM E.D. •--nt - TRlss PLATE V STIT11TE. IDs - IPPA RLTIMU DESt11 SPICIFICATIa1 FOB RE1Y o�TNAI1rIM (PAIYA-DAN PAIYA - T-16 P TOP CHORD' 2x4 R #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LU14BER PER 4DS-91 TABLE 7.3-3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARMING' NOTE BELOW. m m m m 6-2-3 PIGGYBACK ABOVE 3X40 3X414 3X4= 3X4- THIS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) IX4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d MAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I_C.B.O. RESEARCH REPORT #2949. LEFT END VERTICAL HAY NOT BE EXPOSED TO RORIZ. HIND PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F_ OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD., a L 6-11-13 _1 13-8-6 ! 10-1-13 I 30-10-0 Over 2 Supports R-956 W=3.5' - R-956 W-2' m PLT TYP AlDine Desi n Criteria. UBC 17 1 4-7-3 -0-0 SwrE ccAPpji0'vF�� Ty V A -A ♦_ 16 A_ A_ 1 _ Ar r_ -i_ _ :e» i =3 C3 q C3 o o � � � O C3 M J� C7 C� C 3 Q Q r3 E7 0 �A L P I N E C3 o U Q T V $ b D 13 "IMPORTANT" � � � INC. OETIATIEII RC/ nts QGS1ilt ♦0 TriSE SPECIFIunONS. Ml ANY FAILURE TO VIED IN 18090 IS COtTOONARCE TIM TPI ALPIOE w�EtNas An AWE w IDEA HLF. sTaL sunef. AsM 4003 DR37 EXCEPT AS 101130. APFLT 001010/23 TO E19N FACE OF LASS AND UNLESS ORE7WISE 94"m GN TRIS 0010. fOSTFIOA 0OME"IM M 080nM 170. ISO 2 IMA -r- 02016E STAAOAOOS Corm VIAMICAOLE FRORSI01IS OF rias 1 T►1. Y OKIRiR'S SEA GN WS MANIAS APPLIES TO TIE COVORE" UVILTO 3001E IN CRY. Alit SHAIA WIF K RELIED UPOR ER ARI OnIER VAT. WARN I NG III Omni � C� 0AC1110. UK 144 -Vi U m. SEF To$ C6EY1 rM ADDITIONAL SPECIAL PRN4ENT MApQ TE wino QS. UREu mwww I0 rom. Td CRMO STUAL E thROIILLT RAM NST$ PROPER LT ATTACHED 0.TN000 SNEATIQOR. *On" CIORO VITV PIAPOLT ATTACHED 21910 CEILING -- SEE IILPIE TEYL1tlL We= (III/$)) FOR PAOPEA OA1iLLL APPLICJRION. 01"ISM A an Or L16 01161 TD TE 1143 MECTIGN CONTRACTOR. �pIESSIp s i0 y adi r Ac tp,C43645 ed. * W` 6�u5� � MIX � C U 1.5X41 REF R427--61727 N Li a L 6-11-13 _1 13-8-6 ! 10-1-13 I 30-10-0 Over 2 Supports R-956 W=3.5' - R-956 W-2' m PLT TYP AlDine Desi n Criteria. UBC 17 1 4-7-3 -0-0 SwrE ccAPpji0'vF�� Ty V A -A ♦_ 16 A_ A_ 1 _ Ar r_ -i_ _ :e» i =3 C3 q C3 o o � � � O C3 M J� C7 C� C 3 Q Q r3 E7 0 �A L P I N E C3 o U Q T V $ b D 13 "IMPORTANT" � � � INC. OETIATIEII RC/ nts QGS1ilt ♦0 TriSE SPECIFIunONS. Ml ANY FAILURE TO VIED IN 18090 IS COtTOONARCE TIM TPI ALPIOE w�EtNas An AWE w IDEA HLF. sTaL sunef. AsM 4003 DR37 EXCEPT AS 101130. APFLT 001010/23 TO E19N FACE OF LASS AND UNLESS ORE7WISE 94"m GN TRIS 0010. fOSTFIOA 0OME"IM M 080nM 170. ISO 2 IMA -r- 02016E STAAOAOOS Corm VIAMICAOLE FRORSI01IS OF rias 1 T►1. Y OKIRiR'S SEA GN WS MANIAS APPLIES TO TIE COVORE" UVILTO 3001E IN CRY. Alit SHAIA WIF K RELIED UPOR ER ARI OnIER VAT. WARN I NG III Omni � C� 0AC1110. UK 144 -Vi U m. SEF To$ C6EY1 rM ADDITIONAL SPECIAL PRN4ENT MApQ TE wino QS. UREu mwww I0 rom. Td CRMO STUAL E thROIILLT RAM NST$ PROPER LT ATTACHED 0.TN000 SNEATIQOR. *On" CIORO VITV PIAPOLT ATTACHED 21910 CEILING -- SEE IILPIE TEYL1tlL We= (III/$)) FOR PAOPEA OA1iLLL APPLICJRION. 01"ISM A an Or L16 01161 TD TE 1143 MECTIGN CONTRACTOR. �pIESSIp s i0 y adi r Ac tp,C43645 ed. * W` 6�u5� � MIX � C TC LL 16.0 PSF TC DL 10.0 PSF /� BC DL 5.0 PSF BC LL 0.0 PSF TOT . LD . 31.0 PSF REF R427--61727 DATE 07/29/96 DRW CAUSA427 96211008 CA -ENG PBC CWC SEAN - 92962 DUR . FAC . 1.25 FROM E _ D _ _-TPI - TRUSS PLATE INSTITUTE. 103 - 1911 NATIONAL DESIGN SACIFTCATIDA FOR MM CONITROCTION SPACING 24.0 A m a. r-(PAIIFA-DAN PAIVA - T-1; TOP CHORD 2x4 *L #1 BOT CHORD ZX4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS DVG PREPARED FROM COMPUTER INPUT ADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTORPLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN IN LIEU OF RIGID SHEATHING: ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED W 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72.00' o.c. AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PIGGYBACK ABOVE E3 3X40 2.5X4- 3x4= 3X4* 3X440 6 r- 1.5X419 T 3X60 1-1�0-3 rf 5X4- 2.5X4 - 3X&' 3X8 - (A) (A) 3X4 - (A) 3XB= 3X6- 6 3X4#* 6X4#* 4-7-3 -0-0 5X4- 2X43 T N L 15-7-13 _1_ 13-8-6 I_ 10-1-13 _I �� � 39-6-0 Over 2 Supports Y, TTE C'"J'' 'Fl ide YTY R-1225 N-3.5' R=1225 V-2" •�i .r J R~ f V LA V Ho Vf:r) m PLT TYP. AlDine esion Criteria: UBC 17.3u6 CA/ -/11-/-/-/F Scale -.1875'/Ft. 0 0 0 o v C:) "IMPORTANT" 's'D'x "11F°t0a ramm- YK. )EARNING nums w rz mma cw Q�p4ESSlp TC LL 16.0 PSF REF R427--61726 ND C7 C7 O SIVL.L Wr no SF9ilarne FN ANT 19 HANYSI16. EZMW AN V Br1WOff FROM THIS m1m 04 nm mcir news. a mr SrACIN. sE9 Erg -r1 IT TF1. SEE IMS AEsial ��. ��y0 TC DL 10.0 PSF DATE 07/29/96 �C 3 C3 C3 C7 rwumm r0 noun THF mm 1S cw zmun NETNI TFT FN ANITIOAL "MAL mum" =IRE O E3 C3 I] A rImE Tm , mrs An mm a Is , say. STEEL. TRYING Aft. OlEer m . aans GT9Pwit[ USICATED. "r h � [^ BC DL 5.0 PSF DRW CAUSR427 96211006 p p M3 nor Fear AS 90rm. WU a WAVOU TO FAO FAM OF CHORD TFIILL It IATOA LV MUM 9RA PROPER, D Q TIM ANY IYaS 01IIUMISE UTATO N CWS GES10E, TVSITIGR Lr ATTACUM FLT19N SMTxiN. MUM CHO[D °G ta.c4�5 SC !L 0.0 PSF CA -ENG PBC CWC ALPINE ��r_3 �ECTDRS PEE Rut 110 ISR. ISA A ENAa T . AO numESTANDARDS METH PSOPFHNI AL UPDATE AIAII J) I= •• SEE [0[FGIM V/{PDL1CYtE PIDTESIEli6 OF Imb i Ili. M FNTRDI•s ar1rE iEURacu wwT¢ pnn11 Fw waPtE * TOT,LD. 31.0 P$F SEQM - 92960 �.A SEAL GH THIS wAH1HG WCIES TO THE f91ibQT S0ICTED N M NINAUL AFFLUCTIw. FURNISH A CWF N THIS l civ `DUR. FAC. 1.25 FROM E.D. .N4`JIN COLT. - ND IMSSENUrcrNawI7WC. EP NON 10 ART WINER 11ty. ARs l RS HAVI 4L OESISM mE[IESISIN nlnilm rm Nam [e[sn 0 ' O 0 0 o Q o o Eorc��'� SPACING 24.00 v CU a. TOP CHORD 2x4 ft #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS 1S ERECTED PROPERLY. WARNING: THE CONFIGURATION/LERGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 I RIB -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE "WARNING" NOTE BELOW. PIGGYBACK ABOVE 3X40 3X4- 3X4- MR* THIS 090 PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) 1114 #3 HEMI -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACK WITH (2) Bd HAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED 14 ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O- RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 ASF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8-4X6m 2.5X4= L --5-6-0-3°-D In— 41-6-0 - -- --- -5=6=0 -�.— � F f6 47-0-0 Over 2 Supports l jI.►I�Y R=2241 W-3.5" R-1777 W=3.5" A A r�3 D P. Al ine Desi Criteria: UBC 7.3u6 CA - 1 - - - Scale —.125*/Ft.. ' o 010 Cl O C3 o C-3 **IMPORTANT** Jum"Num'EE"'�0C1i MARL EST OE BE-Caslllt TO! ABT WARNING 1'sEs 1EN11EESTmctAlsE It BNDLn6, ES T;4a TC LL 16.0 PSF REF 8427--61725 CU C3 [� [� O O DETIRri 1 fm 11115 otsm Y =39 $MCNICAIIDl6. K AYT ratLUBE Tb I1wn Ile Taa� n clre.mlra vtn m VUX71= MO •AC11r. SIE Clt•21 R TFI. IM ISts KOM TT: AMITIMM IMIAL MIRA"ET TC DL 10.0 PSF DATE 07/29/96 [a O C� mano cm rtm Lu woe DF Tara mv. s1m aEETno an NWFA a olmmr . aaEEs annisc 110ICRm. tar ,`� y es► a" r" BC DL 5.0 PSF DRN CAUSR427 96211018 ?L7 Q Cl I] fl C 3 AM 00 RCEPT As Jago. 09ty CMIMMS TO CAto FACE OF teas All UXIM GIMMSE LOTATO u TOS RSIs. rOEMWI ONO =K& N UVERALT NAM VrrK PYDVEa LY AT1ACM ILM09 OEA1111M. Barra[ CHa1D Ac Nb.C43�s BC LL 0.0 PSF CA -ENG PBC CWC ALPIN��r-3 Ie>�aa rat .IA1111105 IW to A 1r0A F. 0010 STA In"M ca11PT1A11gA"UCAUX MWISIMS s IOL 1 M. AAI m1111VA'S NTH PNMOLY ATTuMD a16u a1LIUS -- LEE "111. TEMICAL tft&TC (Till) FM VWU � 63091 * TOT. L D . 31.0 PSF SEQN - 92958 0 ^ . • w IUI`JI1 scu D1r Tots Daum A►PL.RS ra im CDPMX R WPlcelt /QC OUT. ARD SHALL 101' BE BELIED 0M IY ME DTWE wT. OIWALL AMICa11a. MINN A CO" or tills onto TD Tm TMm aDICTIa1 COMifwm. ` CIYDUR.FAC. ��'of C.(�' lA 1.25 FROZE E. 0. ...trl - falls ALAYC IKTINT[ m - lost UMML DESIM Sru1rIcAnom ra fpm COMAUcn01 SPACING 24.0" r I t` O_ m L0 L4 N F 0000o TOP CHOkD Zx4 FL #1 807 CHORD 2x4 FL 01 HESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ARD/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NARKING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO NET -80 8 HIB -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE 'WARNING' NOTE BELOW. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) 1X4 $3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH KITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O_ RESEARCH REPORT J2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.C. IN ADDITION. A RIGID CEILING DR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PIGGYBACK ABOVE 6 6 3X 14'* 4X60 4X640 (A A) A) 1.5X41 A) 5X8-= 3X8(Bl)- 1.5X46 4X�3X8-- 3XSMUGm 2.5X4- 2.5X410 3X6(A1)= zzzb 4-0-0 1-:5-6-D-� O �E 18-7-13 _I_ 13-$-6 _I_ 15-7-13�= 1 42-6-0 'I 5-6-0') 1 UTTF 48-0-0 Over 2 Supports all V R-1389 Ws3.5' R=1795 W-3.5' APS D X11 Note: All Plates Are 3X4 Except As Shown. PIT TVP_ Alnina nocinn rritori, IIRr 17 Qui 0 0 0 0 o n E:3 C3 p p a o n o C3 M Q C3 C 3 LM C3 Q p o ALPINE C7 TRU $ E3 [7 O [3 C� C7 =*l19PORTANT** so" ror a SLE F riT EEslOEalIRAWQ muT1a no nls swirl RR TREsE smineman- as urr FAIWK IN ONTO TEE TOs1 IN COWNIANCE nfl TPI AVO[ emom s Ae mu r Iatau,ELLT. am N9ETEER am / OUPT AS 1003. AMY CNiN:CIGAS Ta CUM I'M IF ASW W 0 11 16661,■LESS oleoulsc UTATO a 111113 aalal. ArasITION COMECTOGS, PEP. ORAN'Llu ISR. 1010 4 IAfA•f. ala STAIGA IMS cOMDNN R)APPLICAILE PROTISIANS a IGS a TPI. AS EMKIM•S SEAL RR THIS REARING APPLIES T9 ME. COMMENT DEPIC113M Nair IE Dnr, AND tXN1 GDT RS RELIE6 uFD10110 AAT mlaA var. WARMING :IIONiSKOIEE EXTREIE cARr in Raftim. ERECTION A aA619G. sm HIR -Es a m. = THIS antes NINE AOITIGIAL SPECIAL MROMa3T 10EAc1Na RE awnimn. aaEss nuumix 11[00. mr 101 CH049 S10RAM K LATERAILT AM Un KO'd Lr ATTAaEs PLUMaxolllNc, E10TTw ®10 YEAH PEDPEILT AITAW[O 01439 CEILING; -- SIX AVHn TFTMRICAL 6"hn 0111631 FOR PRRPn OEIWt1 APP 1001. ALYISH A COPT OF AIS trsHa Ta tnE TRnRs E1ERra� cwnuTGA. �p(ES Py � � N.r - � w -die N� 11o`C43E43 * �l CIM �.A` lJji Q f CA� TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD _ 31.0 PSF REF R427--61730 DATE 07/29/96 DRW CAUSR427 96211011 CA -ENG PBC CWC SEON - 93049 DUR .FAC . 1.2 5 FROM E.D. ...IPI - mss Pun INSTE30TE N61 - 3143 rAnaalL oESMA10 ""IfICATIDN FOR am MRaS1101KTION SPA[ I NG • 24.0" to LO 01 PAIVA - T-21 PIGGY STEMOMIy) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 f; #I BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7-3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 A HIB -91 FOR RECOM14ENDATIOMS. WE RECOMMEND SEEKIOG ADVISE BY LOCAL PROFESSIOMAL ENGINEER. ALSO SEE 'WARNING' NOTE BELOW. 3X (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH PITH (2) 8d HAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST 8E INSTALLED IN ACCORDANCE KITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 - NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). SHIM ALL SUPPORTS SOLID TO BEARING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' o.c. MST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PIGGYBACK ABOVE 6 r A 3X64X6$(A (A A)6(Al)-4X4- 6 1.5X4 3X6(41) 5X62.5X4■ 4X�3X8= 3X8^4X6� =. 0 T -0-0 �-10-5-12--� 1--5 - 6 - 0- 09-018-7-13 _I, 13-8b _I_ 15-7-13 f3j"TT8-0-0 Over 3 Supports [)4' ,C'R-319 W-3.5' R-1410 W-3_5' R-1455 W-3.5' p a , 0 D Mote: Ail Plates Are 3X4 Except As Shown.DIT TYD Alnino Y►n..i.... r. 4 *e..: �. alar 17 -2..e r A . _ Al . _ . A.r r_ _ � srn ..-.. C] C7 C3 Q O C7 E� C3 C� C3 C3 C 3 C3 C3 C 3 [� O C7 M C3 Q *kIMPORTAAT** ALP"2Duna..P",K"."'c- SNAIL NO aE VZSPaa$o<E FM Ear o¢tiAnWl rYal YIDf asst" a"m sma"CAT[m. aR ART rAIaaRE tD wAm TA[ wlsz IN aN IRUM will m Avan c0ma[mRs ERE mm aF TDea wo. mm rQT11O "'m A03 fill? EXCEPT u MEED. ADPL► CMECTD0.S TI uCi FAQ OF TOBS AND VILE$. DTERRISE LDc4rED DB 11115 DESEEL manor cD`Ec'"sm nowilos IID. Iso 1 1504-P. DMrA STAWMM cONI'm frNmicAmi PAOrISIC" or No$ a IPI. AN nUNEIR'S ' on} QAM S WLp"T BBIOmIn WON I Any ne OT41EN AT SERI WARNING Tws"s""'mrugm" E all "uwum. 131=el EAm am=. � Nis -Sl 0.r Pa. SIE TMIS BQIp FDR ao no=& SMUL fagot" BRACIGT. REjM m11RF/®ITS. Sans simmi E INDiEATED. TIP OM 96A L BE LArERMAY MAC60 RITE MOPE0.W� U AFTADED PLYV® SNEAlono. Barran CM: VM MVIALV AFTALIED GIGID CEILING -- IEE EVINE T corm UPOUTE 04119nWMTOT.LD. IngoUw�.EXECTION A mmuem. is pfESSIp �yTC cc No.*,13645 ��C�R�O�� Of CAS TC LL 16-0 PSF DL 10.0 PSF BC DL 5.0 PSF BC LL O.O PSF 31.0 PSF REF R427--61729 DATE 07 29 96 DRW CAUSR427 96211010 CA -ENG PBC CtJC SEAN - 93047 DUR.FAC. 1.25 FROM E.D. ...nl - TRass run IA6ftTIRT Ers - ue,1 NArraYAL OE:IGII tPEanFATIwI rYe NaOD mASTRucnoe SPACING 24.0' a_ Cc - T-22 PIGGY STEP/CONN) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS NFR. TOP CHORD -2x4 FL 01 BOT CHORD 2X4 FL• j1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREER LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. WARNING: THE CONFIGURATTON/LENGTH OF THIS TRUSS 15 SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO BET -80 3 RID -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE 'WARNING' NOTE BELOW. (A I )D 4X4 - (A) 1X4 #3 HEM -FIR DR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BE CHECKED FOR 30 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 U8C)_ SHIM ALL SUPPORTS SOLID TO BEARING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED e 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 J3 H.F. OR DETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' O.C. MUST BE.PROPERLY ATTACHED TO THE BOTTOM CHORD. PIGGYBACK ABOVE 3X10 �� 1.5X4ti 2X411 L -e-12 - 5 -12 S. L-5 - 6 -0-32 18-7-13 _I_ 13-8-6 _I_ 15-7-151 42-6-0 _II 5-6-0 511 8-0-0 Over 3 Supports I R-393 W-3-5" R=1397 W-3.5' Note: All Plates Are 3X4 Except As Shown. R-1394 W=3.5' 3X6 (Al) - -AL 14r- 0 r�- Cry /iPPROVEFD Un PLT TYP. AI ine eslan Lr t:eria: uuc 1i.3u6 LAI -111 -1 -1 -IV Scale —.iz5- rL. I C3 C� o 0 0 0 **IMPORTANT** IMPORTANT 7 "'E�""�'ED"""' "6' T7A71L AR BE NETaa7s1t1[ rUR AW WARNING rausE:RERILRE'3fmmaac 19 xAN9LLRS. eN¢naA m TC LL 16.0 PSF REF R427--61732 � fu C3 C 3 C' C 3 C 3 Q O DEVIATION Pon ms efs)te Bt TOM SLELIFICATIOILS. BO UW $MUM. SIX WIN -51 aT TPI. SEE txLS OMAN �oOIE� TC DL 10.0 PSF DATE 07/29/96 'jC� o v 7 FAILIItE TO Batu TNL nut IN COWDSMAM MW TPI MR wmLN0. SPWAL rf 9WIFr BRACM RE T,RI�...o 'Oen 8C DL 5.0 PSF ORW CAUSR427 ammi CNtAC[fONT Aea NADi ar LW LILT. sTmL tlff)Ti ASIA RI¢RE>nas. Aaess NT)mnate TRP p 96211012 C7 C 3 C 3 C� �) =v) itmF AS INUM. NPAT CDNAELRT TO LOA FACE OF CHORD SI IL If LAIMMU BOOM UTTH MPEN W ac r 8C LL 0. o PSF CA -ENG WICK C� E o [�G7 C� / A /LT 1 O L P I N E S CI C� 0 O a � C� Taus AM Urns o MISE LOCUED ON T= tLSLBN. FORMS oaRTRA TVANrLIatlt LmIt1BOE Cr A9s t T►T. ar ErRII78ER•s `" "'� "� aR'tli7� L>.. 7=, B )SDA -F.... n.ARARD)1" Sm m THIS RRurlac AMTEs Tr TIM COMFO, r RvtcT>n xoc IA rLT. AM SML NOr u REun WON a uT Dluol AAT. a QTACIED PLINt9a SLrAM116. wTTTr auo P TICHNI I SPOW 9.01 muNR .. m ATstNe TfLAaca tvoATc oitLsl) LOA LTNra UB7aru AWRATTON. FURIUSM A ew ar TMS Bc:Lol TO M YNA& Ural a oonncTtA IaD.G3f61S � E* 6"97 CIYI\ �F�OF CILt��� �L TOT. L D . DUR . FAC SPAC I NG 31.0 . 1.25 24.0' PSF SEAN - 93054 FROM E.D. ,.,TPI - TRUES PLATE 7esIIILM. NNS - 1901 e1TMIAL NESIYI SMIFIanal 10 S9RD CNISFUMMOA PAF ASE SPEC TOP CHORD 2x4 Ft. $1 BOT CHdkO 2x4 FL 01 WEBS 2x4 FL Standard :11115 2x4 TL it: CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO RET -80 & 1110-91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE 'WARNING' NOTE BELOW. (IJ) THIS PORTION OF BOTTOM CHORD HAY BE EXPOSED TO WIFID PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UDC-94ed. FOR 75 MPI1. EXPOSURE B. 0 TO I5- ABOVE GROUND HEIGHT. THIS DWG PREPARED FROM COKPUTER INPUT (LOADS d DJMENSIONS) SUBMITTED BY TRUSS J•WR CONNECTOR PLATES DESIGNED FOR GREEN Li114BER PER NDS -91 TABLE 7.3.3. (A) 1X4 13 HEM -FIR OR OFTTT.R CONTINUOUS LATFRAL BRACING TO BE EQUALLY SPACED. AIIACH WIIN (2) 6d HAILS. BRACING MATERIAL TO BE SUPPLIED AND AT7ACIIED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD 1N ACCORDANCE WITH TABLE I6 -8 -SPECIAL LOADS (1994 U8C). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IR ADDITION. A RIGID CEILING OR 2x4 ¢3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CIIORD. 7x6r* 3X6 (A 1)e 1 . JAY. 4X4e 1.5X40 JX11)= 2X411 6 (Al) - 1 +8-0-0 �— 12-11-3 5(11) O2-0-0 18-7-13 3-8-6 -7-13 13-0-15 18-5-15 3.7.8 12-9-10 48-0-0 Over 3 Support R-450 W=3.5" R-1336 W-3.5" Notes All Plates Are 3X4 Except As Shown. vest 11n Lrl a la: un Q E:3 m C3 E:3 O * " I MPORTA IIT * * ALPIAE CMOIREXX PRD'l.Ts. tffc. WARNING TRUSSIS REQUIRE EXTREME Call 0 GJSMALL Aar HE RESPONILgmS_E FCa ANY 1I SIRO. ERECTION A23 C� = RmArIo ru/ Tett orsm DR 1xtrA15! SPECIrICAY1m. CR my BRACING. SEE HIB -91 or TPI. SEE TBI$ OES)i1 rAutut To 12119 I>R TRUSS 12 COC%CRMCE mum rpt FOR ADDITIONAL SPECIAL PELNT IRAC1Ni AC C� [� C� C� ALPINE CCIRECTOtt AAE NAGE DF "It My. SL MerIOG ASTH DUIREMENTS. UNLESS WMIrfSE INDICATED, TOP O Q M AOOS GA11 EXCEPT AS BOTEO. APPLF C'AKCTOK f0 fACH FACE Or CHORD /HALL BE LATERALLY BRACED R1TN PtoPIA p TRUSS LRB UNLESS OfKRNISE LOCAIZO CII THIS oISIGN. POSITION LY AITACNED PLYWOOD MATN164. IOTTON 0490 O A N IL�E��2cj ►p1CoNNECTCes PER OIWIISS 150, TBO A mA•r, visum srAROARos N1TH PRDPERLY 4T94(190,4T94(190,RIGID CEILING •-WATE CDNN VIAPPUCLILE PROVISIONS Cf ROS / TPN. AV EsrAbica'S ALPINE TECHNIM UMTE EIJr(91) rot FLUAG S S SEAL O 1215 DL4VIAr. APPL11S 13 nE COHPONIAIE OEPICrCD HERE OATRALL APPLICATION. TURBID A COPT or fp)5 T R U IH GMT. AI/ SRQL 1101 OF Aft IfD LOCH I2 ANP OTKA S7P, OESIGH TO TUE NAUSS ERECTION LOB1tACT04. C3 C= C3 C3 CD ---TPI - 1CUSS PLAIF 1Nttlralr_ Net R-1397 H-3.5" No. 043845 ' * TTP. 63097 123 '3UT-T COUNTY App"��OVED 61%1-r 1I -I -I - Ir TC LL 16,0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF DUR.F AC. 1.25 SPACIRG 24.0- - » K -. REF R427--86808 DATE 10/24/96 D R W HCUSR427 96298011 HC -ENG PBC/CWC /FM SEON - 103070 FROM E.D. A Lo m CS) A LO U 3 H F 4 0 Z 0 -DAN PAIVA - TOP CHORD Zx4 FL 01 'BOT CHORD 2x4 FL J1 WEBS 2x4 FL Standard CONNECTOR PLATES DESiGHED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. CONTRACTORS WARNING: !THIS TRUSS IS OESIGNN£0 TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCII THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND IINSTALL.ATION TO PREVE11T DAMAGE. REFER TO HET -60 E 1118-91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE "WARNING' NOTE BELOW - 3X6(A1)- A.UAvm 3X6 t-11-1-12—iJ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR (A) 1X4 µ3 HEM -FIN OR OETIER CoNrimuous LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE:'BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CIIORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILIIIG OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL. BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. A.PAW Y 3X10M 4X4AP 1.5X410 18-7-13 13-8-6 0-1-13 L 11-3-8 22-3-6 8-11-2 fE 42-6-0 Over 3 Supports R-382 W-3.5- R-1410 W-3.5' R-947 W=3.5' Note: All Plates are 3X4 Except As Shown. PIT TVP Alntna T 4-7-3 *N3-0-0 t A PP D 0 0 0 o a a *"I14PORTANT*" .IP"" [41""EREO PRODOt's. """ sUAtt ;ZrEE MESPONSIILC Aot A11T -1 ... ", WARN I11G 'tun's AWA'm EXTREME GRE AI.JYJ to - 1 TC LL - - - 16.0 PSF Scale -.1250IFt, Q IN HLO-M. EMICTION ARD QAOf REF R427--86615 Ca O O C3 EETIAnBY aoN r11Is Dtslor OR INTst svfcr►IGTIoti. OA RNr 11LOLT IO MOIIC THE TQjIIS IM CWeRYNICE WITH rPC LACI. six Ysa•91 Br Tot. SEE THss otsscM N W. �* C Fy TC DL 14.0 PSF GATE 10/24196 I= MN= E3 ALPINE <i.TcCTCRi ARE IStg eF Mt Ou/. STEEL 14trim AsTI1 FOM ADOITIONLL SPCCIAL PERMANENT MRACIRS ME CIrOEMCMrt. DRESS OIKRY IS[ 7MD1C1913, TOP S� .0 (,1 A �� BC DL 5.0 PSF N3 M Q Q ANSI :111 EICEPT As 113 E0. APPy COMAEc10Rs rD twm ELLE Cr CE010 SMALL N LATERALLY BRACtO WI -.A PAOPEA LU ORVi HCUSR427 96298016 h+ p O ALPINE TLMSS Ab* LOLESS OTUtMNTSE LOCartO ON THIS DESIGN, rostrres CPMRTCMS PCM ORAYII&S W. ISO M 1EMA•►. ema stmems LT ATTACMTDxTNCCDSRLTYlY6, wrratAarp MITI rROPEBa ATTACHED YIRID V RO.C43845 BC LL 0.0 PSF HC -ENG PBC/CWC/FM a CI cOccRM v),PPucAMLEPROTIstm1 UTLpCS - SEE Em 63091 A or Hos E ft. A" cMOIMttM s ALnBE ritXUCAL UPDATE nnlRn rm roam TOT. L0. 31.0 PSFI SEAN - 102965StIl r TRU S SJR --s N CMLT.TAND IS suuL%sr BEI#Jt IEDto IHF o !I IA"UtAlf Abtr oratt n&T.M�E `rl1lE. CNYIt DUR FAC 1.25 C7 O p Ca [7 WIEN ;0 IncCTHUS$ IRECTtO9 carRACTOR. Uf CAL1`� . . FROM E.D. .,.rPI - uusS At Aft IMSurwE. 001 - 119t NA110NAt OLS140 SPI41►ICATION rot PDOO canSIBOCIIOM SPACING 24.0" V CA CL - T-25 PIGGY STEP) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS I(FR. TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (A) 1X4 #3 HEH-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 8E EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. CONTRACTORS WARNING: NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00- O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. SHIN ALL SUPPORTS SOLID TO BEARING. IN LIEU DF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 ¢3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PIGGYBACK ABOVE 3X8 - cr --11-1-12—� t 18-7-13 J _ 13-8-6 ._L 10-1-13 1 Ln E 11-3-8 'I` 31-2-8 '1 42-6-0 Over 3 Supports Cr R-400 Id -3.5' R-1328 IN3.5' R-1011 W-3.5* uQ1i Note: All Plates Are 3X4 Except As Shown. PLT TYP. AIDIne esi n Criteria: UBC 17.3u6 1 T 3-1-3 6-0 -0-0 ES A,7 P A r_ rT r_ r_ r_ rc C--"% C3 C3 0 M M C:I n Q O Q O I] O �E3 C3 C3 C3 n E7 E3 i3 p C=) ALPINE U T V s Sm 0 O 0 O "IMPORTANT"* AT1itpCTAEERmF9000CIS.'mC. WALL SOFT 09 AESPOOSIILE FOR A7 DETIATI0r1 FFIN TVIS 00161 Ie TIM 31FECIFICATEO6. W ANY FA7LU17 ID BDILD THE TRUS IS C011FORIO CK VITO TFI sum consumRs M7 mm FF n" coir. sum mEE7lms aTs Liss 017 EICEPT AS mm. Mitt to P, U ENK rICE W mac MD MUSS 01311AMSE LOCATED OO nut =11111. I'MIT/a 0O' == a C11"ll" IID. IGD A 160bF. BMW sy m1m Corium O/MFU4�" ll003104 OF IDI I TR. YI L=HM'S SEX an TUTS 01=110G.~0 TO nc C m Kill' amc m IQE 711 OLT. A3M flWL Wr BE OCL117 ISM Im AIF OTHER VAT. TISiSia11]R0113CCrIS SCARE WARNING U KAMURS. tKalm N0 asc1e0. IEE mo -I1 v TPJ. IEE Tm't CFilm FOA AOOITIOYL S"mil PE100EOT muftis SE aDImmorS. umuss ommasL XMIC41D. TTr CWW SPALL FE LAIXUALLT (RACED MTN MM V OTACIM OLTI000 ShEaff 1. IOTTM Com 1lm ream" mTm m 21610 C01129 -- SEE AVIK WC11MCK WWW (7/1(911 FOR Tam& 0ET11ILL AMICATIM. nml= A CWT OF This Sala TO TINE Td1S O w9a OMTOKIW. w`ESSTC ��.w ASO �' �Tir A y Aa r p as Hp. CA 5 * '+P CiV1� i�C D@ s LL 16.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF BC LL 6.0 PSF TOT. LD . 31.0 PSF REF 8427--61733 DATE 07/29/96 DRW CAUSR427 96211013 CA -ENG PBC CWC SEAN - 93085 p UR .FAC . 1.25 FROM E.D. .--IFI - TNSS PLATE i0TITFFE. Of - 1001 0ATIOFAL 0603611 3PECIFICATJM FOR ROOD COmSTIO[TII• SPACING 24.0" - fSGEI T27 PIGGY BASE SPEC STEP DEP) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 OIME`lSiOYS) SUBMITTED BY TRUSS HFR TOP CHORD 2x4 Ft #1 :13 2x4 I'L #180et.: `:T4 2x6 FL ¢2: GOT CHORD 2x4 FL 11 WEBS 2x4 Fl Standard :UIS 2x6 FL /2: :Lt Sltder 2x6 FL /2: BLOCK LENGTH - 1.033' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (A) 1X4 03�NEH-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE HITII TABLE 16 -8 -SPECIAL LOADS (1994 UDC). III LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.t. IR ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO TIIE BOTTOM CHORD. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24- TOP CHORD OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. REFER TO DRAWING 3,027,999 FOR GABLE FILL DETAILS S REQUIRED BRACING. 3X60 (K) 2X4 FL #1 FULL BLOCK. ATTACH BLOCK TO THE 3X4 -0"R - TOP CHORD WITH 2X3 ALPINE PLATES 0 24'oc. 3X40 THROUGHOUT PLUS HEEL PLATES AS SHOWN 2X6 (C5)E 5x4111 3X6(C5)- 1. CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCF WITH THE RERUIRFMEHF5 OF I.C,B.O. RESEAHCUI REPORT Q2949. CONTRACTORS UARNING: FHIS TRUSS IS DESIGNED TO BEAR ANTIDR SUPPORT ADBITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAI THIS TRUSS IS ERECTED PROPERLY. WARNING: THE CONFIGURATIONILENGTH OF THIS TRUSS 1S SUCH THAT EXTRE14E CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO IIET-80 A HIB -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIORAL ENGINEER. ALSO SEE 'IfARIIIIIG- (TOTE BELOW. (W) THIS PORTION OF BOTTOM CHORD MAY BE EXPOSED TO U114D PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-94ed. FOR 75 MPH, EXPOSURE B. 0 '10 IS' ABOVE GROUND HEIGHT, L. (w)12 -5-11—f v - v 1 - b 12-7-7 20-6-15 CE 42-6-0 Over 3 Support B-379 W=3.5" R-2321 W-3.5" R-25`19 (01 T27 esian imeria,' ulie U 7X60 21-3-0 1 F 5X4- T3 3X4- M(R)R C3 C3 C3 E3 C3 C--) 6X6 *" IMPORTANT*x AIrIHr tYs(IIEEREo v9GGHns. IxC. SHALL Gar EE EESPOUIOLF rot ABT 6 (K) TC TC LL 16.0 x 64 REF R427--86616 C3 C� A) 6 310, BRACING. SEE HIB•91 BY ir1. SEI nl[S MICH TOR ABOITIOUt SPECIAL P(RHLHIYJ BaWn RE 4(A(A T4(A)(A) 10.0 PSF GATE 10/24/96 C7 T C1 TM ALPIB[ COHYKrm A9E GAGE or r*m GALT. STEEL HEE7110'. ASIF ADItl33G1G0 OOIREBENTS. DRESS OTHEANISE UWtCATED. TPP 1(15 4-3-4 3X4- 4XLx4w 1.5X4 8 0-0 O Q 1.5X41U 4 4X12 4),4111 L. (w)12 -5-11—f v - v 1 - b 12-7-7 20-6-15 CE 42-6-0 Over 3 Support B-379 W=3.5" R-2321 W-3.5" R-25`19 s A 0) • esian imeria,' ulie 17 3V3 CA - 1 - - F Scale /=1 [� C3 C3 C3 E3 C3 C--) C1 E=3 *" IMPORTANT*x AIrIHr tYs(IIEEREo v9GGHns. IxC. SHALL Gar EE EESPOUIOLF rot ABT WARN] NG mas" MOIRE El"M cAn w KQWLIHO. UKrEON AN TC TC LL 16.0 PSF REF R427--86616 C3 C� 0 GmalcN ►tBN wts msIGN OR TIKSE SPECEFftATIUS, m AST rA1401 TO sulto TIC um "I (OA=Camce WIT" TPI BRACING. SEE HIB•91 BY ir1. SEI nl[S MICH TOR ABOITIOUt SPECIAL P(RHLHIYJ BaWn RE !*tti W C Py TC OL 10.0 PSF GATE 10/24/96 C7 Cm C 3 O C1 TM ALPIB[ COHYKrm A9E GAGE or r*m GALT. STEEL HEE7110'. ASIF ADItl33G1G0 OOIREBENTS. DRESS OTHEANISE UWtCATED. TPP �1 A C ,o � BC DL 5.0 PSF DR 4I HCUSR42F 96298017 O Q FACE Or oR.ES3 aTBgG)SE LOWC CN THIS OESM FUITIRR 91100 "fu BERALU ~ AI C RO. PINE . fl0OtC10YS FEB 04GIIILS 130. ISo t 160A -i. 9961 9" STAEBAgf LY ArrAl-90 FLYYOOOiftl SNEAmiur, Y01Tall CYOI(0 YIM 1AOFtRLY ATTACHED E(6[0 tEiLINO •• S[f C43845 BC LL 0.0 PSF HC -ENG PBC/CWC/FM (CUOLH P;AwUCAOU PLOYISI&S * Ela 6A41 o Or HOS A TPI. LYEKIBE[t'S SEAL 04 naS wAGJGL WALIES TO THE COYP011rl1r WICTED U44 AIPI�R TECHNICAL UP04A (111/9u ►oEfGCPEG OFTVALL APPucATTR1, ' TOT. LO. 31.0 PSF SEAN - 103002 OUR .FAC . 1.25 FROM E.D. C3 TRUSS— C3 C=J C 3 r3 �^ m IO 0'11-- A m SimiYOr HC an 110 UPOY IN AYr *Ina GAY. r4mrrSH A cGPr of rGls OtStGlr TO THE Wss WCTfOH CONTtI:TGR. J' CIl!� �! Q� arC��no . Ins Pc me 1Nsttmr. Acs - 199I uLI0YA4 USION srtelncam rom Gam con uu nam SPACING 24.0" s A 0) - 3' FLAT PLGGT 713P CDORQ,2x4 FL iL BOY CHOR0'2x4 FL #1 WEBS Zx4 FL Standard ICOIINECTOR PLATES OES]G11ED FOR GREEN LUMBER PER LIDS -91 TABLE 7.3.3. IFOR PIGGYBACK DETAILS, REFER TO DRAWINGS 634,016, A625.376. OR 847,045. 2X4 1111b VNG PKEPAREU FROM COMPUTER IRPUT (LOADS S U1Hf.HS[ORS) 31.1811ITTEO BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED 1N ACCORDAIICL WITH 111E REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 112949. [N LIEU OF RIGID SIIEAIHIIIG: 1011 C11ORD 10 BE BRACIII IIT PROPLRCY AIIAC1110 PURLINS SPACLO Q 24.00' o.c. 10 ADDITION, A RIGID CEILING OR 2x4 13 H.F. OR BETTER CONTINUOUS I.AIERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 414 7X610 3X4, 1)a +B-0-0 TRUSS BELOW 0-3-10 _ 0-3-10 t_ 5-0-9 -1- 3-0-0 _ _1_- 5-0-9 _1 13-1-2,Over 2 Supports R-422 W-3.5' R-422 41-3.5' r a T moi"=iFR s�yry, t� IV 40 FLI IYP. AI 1 e uesl n criceriia: uric 1/.3v3 CA - 1 - F Scale -.375u/Ft. Z7 0 0 0 0 o **IMPORTANT#* ALPINEMI'EIREDPAUTS.I"- %IARIIIIIGT"ESREPJIREE:tREHECAGB TC LL 16.0 PSF REF R427--81049 Q Q 0 0 0 Q Q SUTAIL MDT C RESPONSIlke FOR ANY ITmon fim TPn cmcm DR THESE so nrlcAnm. as uT AN ISMIN1, ERECTION AVD 1RACTRI. sEE NIe•sl sv TPI. SEE tbts Dcs11v QgOf �� W. �' TC DL 10.0 PSF DATE'10/25196 -FAILURE Ti WILD TPE TV= IN CONTOCMME KITH M FOR ADDITIOMAL SPECIAL PEEIO.OIT OP.ACIND M .`\4` A �� � C� 0 0 0 C3 ALPIAE C09NEcros mm NAGE OF EON w -w. STEEL AIeTOL ASTR RDICERurs. ORLESS OTHERRESE IbOICATED. TOP '0. y� BC DL 5.0 PSF DMI HCUSR427 96299001 0 © 0 =] avx ORTI tfIEOT A NOTED. AMT COW4MCRS TO EACH FACE R► 24111S AND DV14n OMERNISE LOWID ON MIS KU M. M1110R CRORD SHALL 1E LM LLLY 119M MITA PROPEL LT ATTACIEO *LYNDOO SNEATHW5. 00170 Via" U v '� r BC LL 0. 0 PSF HC -ENG PSC CIVC FM ED ft ALPINE p WI TORS PEl CIaE PS ISO, ISO R Dz A I. An SF/Am-3CAROS RJAPSCICCEIE PROTISIOUK OC NDS 1 TPI. AN EM.[DEER'f RITR PROPLtNI ATflUGOWORT RIM CCILIM4 .• SIE�fCQ ILPIHL T[CHHICAL UPJAtE FOR PR01`tL p)p C43845 * Tp.>ITOT LD. J1.0 PSF JELCNA - 103098 UTRUS XLL Ob 1X13 0-L42•Ib9 APPLIES TO MY COVCbEHT DEMUG HERE (T/7/4)1 ORTRALL APPLICATION. fURNISH x CCPY OF THISCIIII� . O S LTJ�\jL—�jtaVCHN IN CALY. AHO SHILL K01 BE RELIED UPON IN MY OTHI'+ Y4Y. OESICR TD TIE TRUSS 1REC110x ccNTRACTOR. \Q %l� r t �\\ C Or OUR.FAC. 1,25 FROI'1 E,D. L 7 t O O =I '-•IPI - IMM FL 411 INSII IUIIE, HJT - 1931 NAI1C+lJL OESIcH SPECIFICATION 1OL \VOD (OSSrwicTION CA`,`O Pr,C l LIG SPACING' 24.0" -UAN PAIVA - V TOP CHORD 2x4 FL #1 80T CHORD 2x4 Fl #3 KB%'2x4 FL Standard :Rt Silder 2x4 FL Standard. BLOCK LENGTH — 1.500' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. FOR PIGGYBAJCK DETAILS, REFER TO DRAWINGS 634,016, A625.376, OR 847,045. 2X4(Al)- Kfm 'tYF03 1815 ONG PREPARED FROM COR.PUTER INPUT (LOADS & DIMENSIONS.) SUBHITTEO BY TRUSS MFR CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 111E REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. IN LIEU OF RIGID SHEAINING: TOP CRORO TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 41 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 y3 H.F. OR BETTER CONTINUOUS LATERAL. BRACING SPACED ® 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM C11ORD. I} l 3 3X4® � 6 3X4 T 0-8w11 3X4 +8-0-00-0 7X6 (E4)3 to 01 N 0 °-im TRUSS BELOW s I, 3-0-9 -I- 7-0-0_ 12-4-1 Over 2 Supports 13(jl% 7^ R-408 9-3.5" R-373 14-3.5" PLT TYP, Alpine Design Crteria: UBC 17.30 CA/ -/I/ -/-/-IF cal Ft C7 C3 O CZI Ca O **IMPORTANT*" 4►1RE rNG1aI4REG Paoaucls. tNc. HARNING TAUues 11401 REIIla[NI CARE EQjE TC LL 16.0 PSF REF R427- -86609 5041 VDT 1E RESPOHSIOLE Fal Mr IN NAAGLlHO. EIECTIOH AND p O 0 KATION SROM rN15 0[f361 OR tali[ fPEt[f[GAilO1S, as A". BRACING. SEE BIP01 8T i►I. GEE TRI a[SfGH W. W. 1"y TC DL 10.0 PSF DATE 10/24/96 ►ASILGE TO 001(0 tat TLOSS 11 CORFORIARIR WITH TPI FOR AOO1TJOVAL STYYIAL PERNANEAIr IRKING BE r9� (.P 'D C3 Q7 (] M AL►[1S CaNNEMAS ARE RADE 41 2014 SALT. STEEL NUT391 ASTM OUfR[H I'S. Umftm OTKRHISE IXIICATCo. TOP b A S� BC DL 5.0 PSF DRW 11CUSR427 96298012 (A Q 0 Q 0 4613 GROW [IEpF AS ROTLO. A►►LT CDRREC[MS TO EACH F4TE CF [H04D p1ALL /E UITEAALLT BRACIO WITH ►RO►ER V • ['C p m I&= AND UNLESS ObERH1SE 11E4111 01 FRIS 015140. POSITION LT ATTACHED PLW= SKATHING. 0orriaL CHORD ft, C43845 BC LL 0.0 PSF HC -ENG PBC CWC F N 6) I -- C:3 �A L P I N E� m �CTONS PER 0491.1 GS 111.150 4 ADS4•E. I. AN STAhIffiS WITH E TfC LF ATUPM RIGID onutL(jr rce •. 5E[ * E2a 63091 . AG6 E`J�\\�—_E ��1 RµPpuC/At[ PRonsloss 4F Nos a TPI. AN ERSUITIB-S ALPINE TFUgi41E UPOA2E (2p/PSI ►CR PROPER TOT , l.D . 31.0 PSF SEQN - 103072 TRUSS III FAti.Em SM 05 TANO S I ll NOTHIS DIAVIRG ►NEIIII [0 uIS 13 ro IN Al17RT 1H[ICYIF.- OESIGY 10 i1gCf11>1S CRECT101 lG4Ir1KTORTWs d'� CIY1L Q�� DOR ,FAC . 1.25 FROM E. D. C7 M 3 [� O � •- 171 - IRYSs PLAIF 1NS11201F. ws - l9sl RA3Gava DrsIGR SrEanculCa FOR WOOD EommuciloH �8f CAI�j� SPACING 24 .0" (PAIVA-DEAN PAIYA - H-2 TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 K.F. OR BETTER CONTIGUOUS LATERAL BRACING SPACED D 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X4 (A: THIS ONG PREPARED FROM COMPUTER INPUT A OIMENSIORS) SUBMITTEO BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REODIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD 1N ACCORDANCE VITH TABLE I6 -11 -SPECIAL LOADS (1994 UBC). FOR PIGGYBACK DETAILS, REFER TO DRAWINGS 634,016, A625.316. OR 847,045. 4X4 t (A1)- Qq 0-1-8 —¢- -- -- - -- -- NI —1— 6.6.E M - 13-0-14 Over 2 Supports Bpi R-412 W-3.5" R-412 W3.5' Un- PLI TYP. Amine Uesj n criteria: UBG If. sub (;Al -ll I O O E=) M O C3 ** IMPORTAnT** "dP1'1 "mm"EmD mmD`rs- 1"t:. SHMA. MR ME �CATISIIS. WARN I NG TWKSES K IK Krum CANE rTTPPS. DOCS OtES TC LL (gym Q Q DEVIATION FUN THIS 4010 TISK SPRCIFIQ ART MKI"0. III£ "FSN0IOOr BMW �OQ� y� TC DL � 0 � M FATIwE n fOILN 1E TRW 10 C9aFM1tOCE N111 RI FOR Ari1TICAUL SPECIAL PERNiAi]Q 0RK[A6 E y AT" y^ C:3 C] CJ ALFrAE CORRFCr'OAS ARE AIDE tw IOTA GLV. sim NEEnw. ASSN mitu E m. imm= ormEmast EIDICATED. TTI► BC DL 0 Q Q C3 653 H1! QQ)F AS MIEO. APPLY COmKTOOS TO EACH FACE OF CN00D MULL K LATOAILY SRKED WITH PROM ILl CIIOND AR: }�.C.'a�B4s BC LL O © 71IISf AAS IKLif MUNISE LOCATED 06 THIS DESIGN. POSITION LY ATTACM SIAIAI"1"S. 001905, I= ALPINE r]��f PER MARICABLE f IIS. 1fO r 95 R T F. AN IR0Af06 OfIF:1M vIAPPLt4il[ PROrIs10Ms at :Os f TPF. B OfuCEY'S / AiCA0100IMMAI 11110 CEI FOR R SEE lFrIl"Z E TEC MPIIE TECRIQCAL tiYT[ p/1!111 ►q FEVPLI Ar � 6]�qI * TOT. LT 1 U m 'c mUAL ON TMS DEWING AA1L[Fx TO TAE COCFOAM OVICTED IlM OIIrCALL APPLICATION. FM13N A CAP► OF THIS ,� CIYR f�lEa DUR FAC ,�6 RU 16 OSLV. AND SHALL IDT K RELim UPON IN ART Nile WAY. Gain r0 THE TRUSS EAMfIM COITRA m. . ED C] M M Q C:31 CI.I'6��� P ---TDI - VMS$ PLATE UdTITUM. ATAS - ISSI 4TIPCLL O1SIW 9ECIFICATIOO ran now CIDISYAamm SPACING -e-0-0 A PP Vk-D F Scale —.5"l t. 16.0 PSF REF R427--61741 10.0 PSF DATE 07/29/96 5.0 PSF DRW CAUSR427 96211016 0.0 PSF CA -ENG PSC CWC 31.0 PSF SEON - 93196 1.25 FROM E.D. 24.0• (PAIVA-DAN PAIVA - T-2' TOP CHORD 2x4 F&A, 81 BOT CHORD 2)c4 FL #1 WEBS 2x4 FL Standard COIIIECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING" MOTE BELOW. %* 00 NOT TURN TRUSS END FOR END. ** 4x4 (R) III n.c nnrnAOrn rnnW rnMDIMI? 1BOI1T CInanC A nl NF8SIQ8S) SURMITiEO BY TRUSS MFR. (A) 1X4 $3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. COHNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TIIE REQUIREMENTS OF i.C.0.0. RESEARCII REPORT #2949. MOTE: BC CHECKED FOR 10 PSF AUDITIO14AL LIVE LOAD III ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UDC). SHIM ALL SUPPORTS SOLID TO BEARING. 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 g3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTT01'1 CHORD. 4X 639 4X6 2-0-0 2•c��13-5-12—� -" _-I 21-3-0 1 21-3-0 l 42-6-0 Over 3 Supports j R-358 W-3.5' R-1542 W-3.5' R=943 11-3.5' ER *B-0-0 PLT T P. Alnine esiqn C tterla- UBC 17.3u6 CA - 1 - - - F Scale -.11.25"/Ft. 0 0 0 o Q a **IMPORTAIIT** ALPINE061At:CREOPR99NLtS.IHL. ��ARIIING1lullup[Co1REILIUM CARE TC LL 16.0 PSF" REF R427--61252 C3 C3 0 C7 SHALL Hot 6E AESPCOSIPIE 1% ANT uYlAt)aN reDN Tlo[ 6Es[GN t1 rx[sE sPEcls)ur[9tls. at ANT 1N iLLb;[A:S. LRCCRCv IAO Na1ClNc. SEE NT6.93 6Y at. eEE THIS aEtTGIT FOR AODITIG11l SPECIAL PIANAVEKr BRACH AI \ \l Y!, �. ` y TC DL 10.0 PSF DATE 07/26/96 C 3 M L Q EAILUlt NO NU1LO THE IAVSS EN CONrORN►RCE KITN TPI Itl)[CATCD. TOP 'A BC DL 5. 0 PSF DRW CAUSR421 96208014 0 E3 Q Q anal CONLCTORS ARE AADI Of ICOR QALY. STEEL 7EETING IMS W[PEPENIS. UNLESS DiHERYISE V O Q ASIS GlS7 FCCtFi A4 NOTED. APPI/ <OAR[CTOR$ TO EINN FACE 0► C"%) SNAIL 8C LATERALLY RIACCO WITH PROPER W C, � L' m BC LL 0.0 PSF CA -ENG PBC CMC F14 o TLOSS AAD ON.ESS OTHERNISE LOCATV a& tmig DISKO. POSITION Lf ATTACULO ILMO0 SHEATHING, AOTTON --0 NaC43845 0 E Q COPIELFUS PER M -(INGS 150.160 R 7[044. DESIGN S'"ARDS <Otlfoltl VAIPPLICAnt PAOCISIOHS Of KDS 6 [P[. AR ENR7RCER'S N)TH ItOPCItf ArtACHEO11010 CRUM -- SEI AMOK TECNNICIS WMTC Of Its 1) r01 PROM S} TOT.LD. 31.0 PSF SEAN - 92780 EARLPI�! SEAL ON THIS ONAYINS 1PPl[ES TO THC CDNPDNIKt OEPICt[O NONE O1TNµL 1PfUCAT14Y. fU1H[SH A COPi CP THIS COe1RA ".� I)UR.rAL..1.25 fRTI E.�. U S S IV ONLY. AAO SHALL Not Sf RELIED UPON IN ANY OTHER RAY. DESIGN TO THC TRUSS t1EalON �Or CAL`TOQ SPAC I NG � O •..TPI • fpUSS ►lAi[ INSf11UTt. NOS 1993 KUIONAL OESIGV SPEC141CATION FOR POD O L?RSTRUCT)ON IrALYA'UnIY - r -nay -TOP CHORD. 2X4 fh,fl BOT CHORD 2x4 FL ill WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS 1S ERECTED PROPERLY. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION Of TRUSSES. SEE 'WARMING' NOTE BELOW. *' DO NOT TURN TRUSS END FOR END. ** 4X4(R)91 3X60 3X6 3X4,06 (A 3X6 (A1)v 1.5X419 THIS ONG PREPARED FROM COMPUltit Will (LUAUS a Ulncn33UnJI 4VDNAIFcv U. -'- (A) ACIRG (A)BEXEQUALLYMSPACED. BETTER ATTACHCONTINUOUS 8dLATERAL NAILS.BRO GRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. MOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -6 -SPECIAL LOADS (1994 UDC). SHIM ALL SUPPORTS SOLID TO BEARING. 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACIIED PURLINS SPACED ® 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2X4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00' D.C. 14UST BE PROPERLY ATTACHED TO THE BDTTOM CHORD. 5X4AZr 3X6 6 1.5X4' IS 5X4- 4X6- 3X4- ALX 4X6 -2.5X4 3X6(AI)- 2-D�._11-4 - I2----� 21-3-0 I 21-3-0 J 42-6-0 Over 3 Supports —J R-295 W-3.5" R=1554 W-3.5" 11-994 W-3.5' (ED _.T.B- 0 - 0 PLT TYP. Alpipe Desi n Criteria: UBC 17.3u6 CAI -/11-/-/-/F Scale =.125° Ft. D p p C� C3 M O "IMPORTANT" AuINE ENCIxttR1D PROOU.TS. I,x. WARHI NG tRUSSES RIGUIIL EIIAEHI CAIf M\``y TC LL 16.0 PSF REF R427--61251 =3 MJ SNltl RVr OI RESPONSIBLE FOA WF HYIATION FROM THIS OTIICII 01 TBISS 1PICIFICATIORS. DR AYV IN RMOLIRO, MANTON StACU1G. SEE ICS -ALL BT TPI. SEE THIS DES16R a, W.C T C D L 1 0. 0 PSF DATE O 7 / 2 6 9 6 C7 0 C3 FAILURE TO BUILD THE IIVLI IR CORIOISINCE RITU TPI CF 700& RAIf. STEEL MEETING ASIR POA AWRIOMAL SPMSAL PERNANENT BRACING RE GU1lEIPJ.TS. UNLESS OTNER&tSE INDICATED, TOP S� A yGt y W p BC DL 5.0 PSF ORi� CAUSR427 46208013 M �] M C3 ALPIaE CC&NICMRS UE BID. A&SS GIST EICEPr AS NOTED. L°PLT CONNECWRS TO EACR FACE Or CHORD SHALL u UTEUttf /RECCO ULTH, FRCPCR � of irn ^ � BC LL 0.0 PSF CA -ENG PBC CWC FM O Q Q 00 TNIS DESIGN, FOSITIOR LY ATTAD1f.0 PLYR000 SHEATtatz. DCITM CMLTO %IO 043845 O ALPINE n TRUSS ANO VRLESS OiHCRRISE LOtiLna COMEEr0R5 PE1 DRAv1NG: 170, Is, t IIOA•F. OESI011 STABDAROS vITX PRDPLtt7 ATTACHED (1619 (fIL1As -- S'.E ALPINE TECN111CIL LPOATE 17/11071 /P1 PwD: EE * E1y 61(]91 )!f TOT. L D . 31.0 P S F SEAN - 92778 o CpM01W RIAPPLICA,L1 PROVISIONS W ASS I TPI. 10 SA;IPYfR'S OLTYALL APPLICOMON. FURNISH A COPE OF TNI, dJ DUR FAC. 1.25 FROM E.D. C] CZI IEAL CM THIS DRW1R, ,pLjCS To TNI CVFONINT 0LP1C1t0IIt1I U►DR IN WT OTHER NAF. DFS1SN TO THE TV ERECTION EOHTRACTDR. C1YI1 �. 'lfOF . TRU S IM DALY. TAO SHALL HOT RE RELIED CAUS\ SPACING 24.01 © cz] 0 C:3 0 — _,,c " Ism PUTE ]NSIIMC, ND, - 1991 RATIONAL O(i16N S11C I/lC&T10N 100 VOD CONSTRUCTION (VALVA-VAi6 rAIVA - I -Ji TOP CHORD 2x4 Fa, 01 OOT CHORD 2x4 FL -furl WEDS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -9I TABLE 7.3.3. NOTE: SPECIAL HAIIDLIRG CARE SHOULD BE TAKEN DURING SNIPPING AND ERECTION OF TRUSSES. SEE 'YARNING' 1107E BELOW. 4X46 2.5X0 3X60 1.5X4% 6 2.5X4 4X4» 3X8(B1)� 4X66 THIS OHG PREPARED FROM COMPUTER 1NPUI (LOAV5 a U1KtWb9V"bj JUDnlIILU Of Inua.> MR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIRE14ENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: DC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16-5-SPCCIAL LOADS (1994 UBC.). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' 0.c. IN ADDITION. A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.5X4 3X6@ 6 1.5X44' 8-D-0 4X4- 2..5X46 3XB(81)6 4X66 24D�o ?' 0-0 21-3-0 I 21-3-0 J lie 42-6-0. Over 2 Supports R-1421 W-3.5' R-1421 14-3.5' PLT TYP. Al ine Desi n Criteria: UBC 17.3U6 CAI -/I/ --/-/-/F Scale —.125"/Ft. C� C7 C7 C� O C� **IMPORTANT** ALPINE MINIM* Plooecrs, INc. WARIfI14G TRI.SSCS REQUIRE ELMAE CARE TC LL 16.0 PSF REF R427--61250 1] C PALL NOT SE AESFCATI6LM FGH ANY [N NIISLING. [RECTID9 ANY m ammoB Ts6R TIUs Bum CIL ISMS[ SPECIFIMIM. CIL ANY 6UCIMS. SEE N»•91 6f TPI. = THIS DISIAV C3 MA ADDITIONAL SPECK FERIARMT BRACING AE tl W. C TC OL 10.0 PSF DATE 07/26/96 C3 C7 M FAILURE TO BUILD TNM CLUSS IN CMfCRNANCE NI94 FPI INDICATED. TBP � 'O,o BC DL 5.0 PSF DRVI CAUSR427 96206012 0 [� Q 1 C3 4PINE CONNECTOAS An RAGE a IDSA GALT. STEEL NEETINS ASTM OFIAENCNTS. UNLESS DIRIAVIR 'CA 0 [3 0 A655 057 EXCEPT AS NOTED. A>PL• CAVAMCfORS TO EACH rACC 9F CBSID SMLLL BE LATIRAIIT IAKEO WITH PROPER LT ATFACWD PLTNOOD SHEATHINS. 6019« CHORD CC V m ND. C4384s BC LL 0. 0 PSF -ENG P8 C CtilC/FM C=1 T1OSS A" LILLCSS DErE1ME LOCATED OV THIS DMSION. POSITION ALPINE COS1[Cfon PCR DRAVIADS IID. 150 S INA -11. UESION 6TANDAADS 61110 MOKULT ATTACHED 0I610 GELLING -• SEC cO"'. APALICABLE PROVISIONS OF NOS A TPI, AX ENGINIEA'S 10.111E TECMICAL UPDATE 1T/11971 FDS FACPER * ETp 63047 It TOT. LD. 31.0 PSF SEON - 92774 2A Is DAARIH6 APPLIES TO THE CONPDNENr DEPICTED HERE GGIMAM APAucIrICR. fumsH A COP! 91 THIS WON IN ANT ODEA WAY. 0031611 TO WE TRLtiS EACCTION CONTAACT01. �j• C1Y11. � Of D UR .FAC . 1.25 FROM E.D. IN ONLY. AND HULL NOT BE RELIED f(]F CALIE O� SPACING CZ3 CZ) CM C7 C3 C 3 ..-TPI - T1OSS FLATS INSFITUFE. ROS . 1R91 MAfF°9AL cesm SIICIFIcATIOR rot vx* CONSTRUCTION PAIYA DAN PAIVA - I -JI purr/ TOP CIIORd;2x4 FL,.0l N BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard :H7 2x4 FL #1: CONNECTOR PLATES DESIGNEU FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITiORAL LIVE LOAD III ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). ROTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW. 6X60 3X60 3XB(B1)= onA� 6X12 4X4(R)81 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBXITTED BY TRUSS MFR. 4X6e (A)BEXEQUALLYREM-FIR SPACED. BETTER ATTACHCONTINUOUS 8dLATERAL BRACING AILS.BRACING MATERIAL TO DE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERF•.CT90N CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITII THE REQUIREMENTS OF I.C.B.O. RESFARCII RETORT #2949. 1N LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00` O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1-3- 0 21- -0 3 4 -QV -OL- 9-8-0 l O J 27-6-0 42-6-0 Over 2 Supports --� R=1422 W-3.5' Q1 PLT TYP. Ai 1ne De n C iteria: UBC N =I G] m Cm ED C3 **I1IPORTAIIT''* ALPS'" f`"�L0 P1C0m'E'S' INC. 4JARNING TLJTTE3 RECUIRE [INNER[ CARE sNALt NOT r. RESP=IKE rot ANY 1N NANULtaS. [RECTION AND C� C� 0 [3 p(YIAr[ar rBON iRli D151G OR iH[SE SPEttI(UTImIt. OR Am eBAnAa SC[ HlB•RI BY M. SEE IBIS I[S]SN jO C� a L7 mwLE ro WILD TIE TIOSS 1N CONrtaNAN[t VM TPC rOR ADITIGRAL SPECIAL PEtMQERr [RACING BE ti 1=1 C=) C3 C3 ALPINE 4ONRECTQU ABC WADE Cr JOGA QALY. STETS aIEFEND Atilt OUIRERINTS, LXCSS OTHCRRISE CIVICATED. TOP CZ3 O O M AAS, 037 EICtti'f AT NOTED. APPLY CCHNECTOBS TO [Atli FACE CO' O'ABO to" RE LATERALLY BRAUN nth FIRM Cm CLAS AND UNLESS CIl¢RrISE Lo(A1ED Cr THIS DESIGN. POSUBON ti ATTACMID PLnVrO 3KATNINO. BOTT(.Y C60AP MALPINE CoMICfOB PER DRARINOI 130. ISO A )40A DESIGN STANDARDS IIITH PROPEELYACrA:"RIGID C[ILINO •- IEE COHTOIH V/APPLICABLE TP 1U011S10NS W SYS A . AN ENGINEER'S ALPIAE TECHNICAL LOOX ()IL/RI) 1`04 PUwI0SEAL oN THIS CRANING LPAIES TO TRE COV MNT rEPICTED BEREDRYWALLAPPLICATION. IU)MISIL A COPY D) AUSTRUS lH OtA.T. AVS 7Nlll N01 SE B[LIED UPON )R JAY OTHER NAY. IDES] IN i0 THE TtUSS EREUICCC CONTRACTOR. [_I =1 0 m (] ...NI YA9S1 PLATE 1NIf ITO7E. NOS - 1PP1 NATICRAL CE71CM SPECIFICATION r0R NODD COWTNUCTIOB R-1422 W-3:5' NCLC43845 6D. rIZ97 +-0-0 GAl-III-I-1-1r TC LL 16.0 PSF TC OL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF OUR.FAC. 1.25 SPACING 24.0" C�0� � _I kjVED Scale-.12S"/Ft. REF R427--61253 DATE 07/26/96 O RW CAUSR427 96208015 CA -ENG PBC/Cl-IC/FM S£ON - 92788 FROM E.D. PAIVA-1)AN PAIIA - 1-32 1011 W-1'cant 76P CHORd.2x4 fL J1 :T4 2x4 FL #16Bet.; BOT CIIORD'2X4 W -JI :06 2x4 fL #13Bet.: MEDS 2x4 FL Standard Cn :Rt Slider 2x6 FL $2: BLOCK LEIIGTII — 1.893' m N :011NECTOR PLATES DESIGNED TOR GREEN LUMBER PER IIDS-91 TABLE 1.3.3. IOTE: BC H D IN ACCORDANCEWITH TABLE 7 E16PBFADDITIONAL IVE A SPECIALLOADS(1994UBC). IN LIEU Of RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. 1N ADDITION. A RIGID CEILING DR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X 4X4 (R) III TIIIS OIlG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. GRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TD A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES 149ST BE INSTALLED 1N ACCORDANCE 111111 THE REQUIREMENTS OF 1.C.0.0. RESEARCH REPDRT #2949. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AHD/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS AD'iISED DURING INSTALLATION TO ENSURE THAT TRIS TRUSS IS ERECTED PROPERLY. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "40 MNG° NOTE BELOW. 6X121" 4X6v 3X4a 3X6(A1)-D-O 1-0200-0 2-0-0 21-3-0 1-3-0 3-4-o'.01.0 9-8-0 1 00 27-6-0 J 42-6-0 Over 2 Supports I R-1392 W=3.5' R-1451 Wm3.5' 1 bir. mlyllic E� E� m m E� L7 k* tMPORTAIIT** SHALLE NOT FIA AC. WAR iiI HG TRu5AE5 REG, (IMEXICAPE UP SHALL BDT SE tL19n1[BlE PfLI Ar<f IN HA011lbi, LiCtfIQ9 17� E3 pEy1 L710H I= THIS DSSEC:C CR THESE TPECI►1CAt1OSl. Dl CCI BAUM. SCE EMIL 1M TPI. SEE THIS DESIOII \ 11 �• C C3 E3 E7 CI FAILURE TO BUILD TIE TGVSS CM COYTOL>vpa PITO TPI PCR ADDITIONAL SPECIAL PERMANENT BRACING U D Q Q 13 IAPINE CONNECTORS ARE HAVE V IGGA SALT. STEEL MEETING ASSN OJIRE►ENTS. UNLESS OTHIAYESE INDICATED. TOP 0 O Q O LSSI 0517 ECCE°i Af NOTm. A°X/ [OMYEC/Cs1 TO IACs IACE OF CbOl7 SH/ll BE lAl[RAl1Y DRACED Y1TH PROPER © TRUSS AW DYLESS DIMMISE LOCAHO ON THIS CCSIC2. POSITION LT ATTACPID PLTYDOJ SNEAtHIAi. BOTTOM CX4RD No. 0438/5 ALPINE ��c3 CONYECTD05 PER OIAYtNOS 110.150 R 164A•F. "SIGN STAWAROS MITI PLOAE9lY ATTAO" 21610 (Ett(A3 -- SCC * Elgt 61D97 CON/ORM MJAPPLI CABLE PP01 [S IDMS Of ACS 1 CPI. Al EH:W[E2-3 AlP1Yt TECiLYt<Al UPDATE (TI//01) POE PIWER SCAL ON THIS ORAYINL APR CES TO Txt (GMPONCXi 011,30fa HERE OMTNAIL APPLICLTIOY. FLUNISH A COPY N SHIS CIVIL Rt! S (A OBIT. AND SNAIL YD7 lE RELICO UPON IR AMT OTHER MAY. CESIGR TO THE 11155 FRICTION COHTRACTDR. f'• Of CEAL1(O��\P EZ1 C_Z3 (] E] E] C3 I.--T►1 - IRlbi PIATC INSTIIUR- MSS 1991 bAiIOMAL DESILV MCIFICATION FOR YO30 CONSTRUCTION 45k/�� n f,t. w GA! -1117!-!-!r TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale —.125"/Ft._ REF R427--61254 DATE 07/26/46 M1CAUSR421 96200016 CA -ENG PBC/CWC SEQN - 92797 FROM E.D. i PALINAL- Aft PALINAL - T-33 COFF W-2'6"cant THIS DRG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. CHORD �x4 FL- E1 (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO N TOP CCHORD 2x4 FL ¢1 BE EQUALLY SPACED. ATTACH MITA (2) 8d NAILS. BRACING -180T MATERIAL TO BE SUPPLIED AHD ATTACHED AT BOTH ENDS TO A m WEDS 2x4 FL Standard SUITABLE SUPPORT DY ERFCTION CONTRACTOR. CONOECTOR PLATES MUST BE INSIALLF:D IN ACCORDANCE WITH TIIL• CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF [.C.D.O. RESEARCH REPORT #2949. 7.3.3. CONTRACTORS WARNING' NOTE: DC CRECKEO FOR 10 PSF ADDITIONAL LIVE LOAD IN THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED CURING III LIEU OF RIGID SHEATHING: IRSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00" O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 M.F. NOTE: SPECIAL HANDLINGCARE SHOULD BE TAKEN DURING SHIPPING OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" O.C. AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. OR BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4(R)oa 5X80 3X4-0 2.5X4 3X66 3X 6s 300 0 6 6 3X8 3X66 [A) A)1.5X4111 N SX 60 N 3X8(81) (A Ip) 3X6(Alr 0-0 J 12 3X6= 12 4X4= 2.5X4s 2.5K4- 3X8= 5X12- H SKB� 8X126 4X6 5X12 Z 2.6•x•0.0 W 2-0.0 ty _�- _ _ tl z a 4 t+ 42-6-0 Over 2 Supports A l`a �• aR-1512 W-3.5'' N R-1331 W=3.5" v m m W -111 -1 -1 -IF Scale -.125" Ft. PLT Alpine Design Criteria: UBC 17.3u6 N o -T Ca o o [� **IMPORTANT** Amit ENG�ro DRO�"�" Imc WART{ I NG Tows" REDuIRE EAvi/E CARE TC LL 16.0 PSF REF R427--61255 SNAI PIDi BE RESPOMSIBIE iW LAT IN RANOLING. ERECTION AND =1 D CI DEVIATION nOm TRIS DESIGN OR 1113E 3PEEIPECATICNS. Ol AGO BRACING. SEE 1116.91 RT TPE. SEE TNI$ DESIGN W. C TC DL 10.0 PSF DATE 07126/96 [=I C1 Cl FAILURE TO RDIIO TKE TRUSS 11 CONIWNANCE WITH I" FOR 4001T10NAl SPECIA PTAWM07 DRACIC3 RE S� A BC DtL5.0 PSI" DRW CAUSR42I 96208017 ti © E=) Apia* comnrcrols ARE 114E or zoss IA9. illm t#iT11t0 ASTM auluNtmrs. uNlcss o11uTY1SE 1Lolc►ao, l9p v ^' cr"., 0.0 PSF CA -ENG PBC CWC / FM I= Q 1 Q "$3S3 GAIT ETCErT AS &WED. A"LT coRmCRACE TOAS TO DI For Cm30 SPALL DE LATERAtty 6AKto WIT* MAIN DC LL a TRUSS ASD uIt1SS oTn API19 LOCATED SN THIS DES16N, to IT LGN to ATTRENEO PLYN00D SNEATANIL. 9DrTO0 INDIO Na. C43845 �1 oUTRUS ALPINE CDMRECTDAS PER DRUM$ 139. ISO A 11111.1. DESIGN slue ROS WITH PNOPEALT ATTUNED 9I51D CEILIAIG - SEE * IT. 63097 TOT . LD. 31.0 PSF SEAN - 92800 COMFDRM NIAPPL[MLE PROVISIONS CF 103 A TPI. AR EN61AN"'S APlor T"hWECAL L90AIE E/rif A pir PROPER I3 SEAL Om TRIS 9AXIENG APPLIES TO DIE CONPONE"T DEPICTEDRAREORYNAtLAPPLTCATEON.FURN(SN A COPr s i11SC1Ylt fit• DUR. FAC. 1. 25 FROM E . D. Cr IN poly. Amp pat ADr BE RELIED UNN IN AV 9MR RAY. ocstral TD nN: TaTrst EREc]EDN CaN]SAcra. 'rFQ��SPAC1NG 24)OOC:QJQ n --.TF1 - TRUSS 7CAIE 1NNCPUTE, 193 . 1031 MATEOmAt DESAGR 3PECVICATION FOR 1'0?) CCMIRUCTION LO m N TOP CHORF 2x4 FL 01 BOT CHORD12x4 F,? -.t1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNEO TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. ** DO HOT TURN TRUSS END FOR END. * 3X4$ 7X64 2.5X40 3X60 1.5X4 6 1A.F, 1IIIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OINEWSIONS) SUB34ITTED BY TRUSS MFR. JA) B£%EQUALLYHEM-FIR SPACED. BETTER ATTACHCWITHt142)S8dAHAILS.AL BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIRE14ENTS OF I.C.0.0. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS 11994 UBC). RECOMMENDED CAMBER 1/4' AT MIOSPAN BETWEEN BEARINGS. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 J3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.t. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2.SX4-'$, A) 6 3X8s 1.5X 4111 3X6(A1)= A 2.5X4= 446- 3X8 3X4= 4X64X6=-2.5X4- 3X8W 3X8(B1)- v 2[� 6-Q-0-0 19-3-0 14.0-01 19-3.0 J 42-6-0 Dver 2 Supports-! ,I R-1331 W-3.5' R-1512 11=3.5" r L I I I r. I IJ RR c m C-3 C3 Ci Cm Cm **IMPORTANT** auL n9 eEXE EttsPotslRntru1AA11 WARNING TtDMctw..REQUIREEXTREME Am) OtMATRIX ISM Ttls DISrA 09 TMIIE SPECIrICATIOHS. 0% A, M.tItIMG. SEE BIR -91 67 NI. SEE THIS DES164 p p C= C3 fARta TO IJILO IME TRUSs IM COIYCAF MCE YITIL TPI Sot MOITTOSIL SPfCilt sitJlA9el¢r ltu llO BE Q C7 ALF90 COINIMS ABC MADE d zorA 041. STEEL REETI116 ASTN O0Mi7OIT1. UNLESS 9TM[RN1S[ 1I51CQE0, TOP Q O E3 C3 A653 SRIF EXCEPT AI TOTED. AcPL7 CCM4UCXS TO EACH FACE OF CIOCD fiHLL ME LATERALLT BRACED 911H PROPER Q TRUSS AV) L71LESS OTWAVISI IOCATED ON FAS 0!3IWl POSITION Li ATTAINED PlTNOOR SMCATIIMI, BOTTN[ (V9R0 o ALPINE Q CONICCTDIS Ptt 0338..1, 170.1_, 6 ISGA•F...I,, SfANOAADS YITY PED►CJ.ir ATTACAEO Itf10 CEILIMI -- SEE COAfORM Y). L"ABI( PRO ISIONS K 1103 S T►1. AN LIR[NEfR •1 ALPINE TECMNIC0. UPOM (1111911 FOR PROW `\ Q SEAL ON TMIS @111111 as APP%I'S TO OE COMPONENT DEP1CTt0 1EAE ouvxL APPLICATLON. F—I'm A COPT Or TMIS a TRUS`.i� IN OMT. W) INXL NOT It KLIED U)O3 III ART OTHLR NAT. OESIGK TO TIE TRUSS fAFCFIOY CaHIAACTDR. C3 = 0 M I= TtOLA PLATf INSTIWIE. FSS - 1991 NATIONAL DESIGN EfEC1rICAT10N rot VOOD CO9STAWTION -D-O 6 CA - 1 - - - r TC LL 16.0 PSF T1 W TC DL 10.0 PSF .Ayc 8C OL 5.0 PSF Ma C43845 BC LL 0.0 PSF 4D.63D97 TOT.LD. 31.0 PSF DUR.FAC. 1.25 elym SPACING 24.0" a`* 0 Cal `ia 7 f Scale-.Lzj-lrL. REF R427--61256 DATE 07/26/96 DRW CAUSR427 96208018 CA -ENG PBC/C4IC/FM SEAN - 92809 FROM E.O. (PA.Iup-SAN PAIYA _T-35 DN TOP CHORD 'Lx4 Fefl BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard 'FTC1 •DTC/SGE 2'6' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CORf1ECTOR PLATES MUST BE 111STALLEO III ACCORDANCE WITH THE REQUIREMENTS OF 1.C.D.O. RESEARCH REPORT (2949. HORD (K) WITHF2X41FULL ALPINEBPLATES 0 24CIBLOCK TO THE oc. THROUGHOUT PLLUSCNEEL PLATES AS SHOWN. 1107£: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 2.5X40 2.SX4t? THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. "''LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR' NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16.11 -SPECIAL LOADS (1994 011C). NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 24' DUTLOOKtRS AND SIDING LOAD NOT TO EXCEED 30 PSF TO ONE FACE Of TRUSS ONLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 12.00" D.C. MUST DE PROPERLY ATTACHED TO THE BOTTOM CHORD. (A) 1X4 'L' BRACE. SAME GRADE AS WEB MEMBER, ATTACK WITH 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 17-3-f) I 8-0-0 Le 42-6-0 Over 2 Supports I R-66 PLF W-40-0-0 R-385 W-3.5' Mote: All Plates Are i.SX4 Except As Shown. PLT TYP. Alpine Desi n Criteria: U8C N C� C3 C� C� C� O " I PIP ORTA N T ** ALPINE E661NEER[D PAC@.CTS. Int. WARM NG FIUSSES REODIR[ 11IRENE GRE SHALL ROT BE RESPOYSIELE FDR 1V.1 IN HLP1 [04, [1fICIICR AND 1:3 0 Q Oif[ATION FROM IRIS DESISY CA IPASE SPECIFICATIONS. al ANY OMING. SEE N16•R1 LI TPI. SEE THIS OESIm O %1 M f] TAILLLE TR BUILD THE TIUSS ;31 CCATCeHAAX1 RITa TPI FCA ADDITIONAL SPECIAL PLRIOIICMT bLACI1:: RE m Q E3 CM ALPINE CONNECTORS ARE RADE OF LJ:4 GALF. STEEL MEETING ASIA DU(RDIENTS. 'RUES OTHELAISE INDICATED, TCP Q I I O ABET 4101 EXCEPT AS NOTED. A►PLf CatVKTO9I TO EACH FACE 0► CtlDTD SHALL BE LATERALLY SIACCO WITH PROP11 TRUSS AV) LL11E11 OTP1941SE LOCATED RO TRIS CESl6R. POSITION LY AFFAfPEO PLYWOOD SHEATHIY. BOTTOM CHOLD C:3 ALPINE Q COnNECTDLS PEA D10YtRGS 130, 160 L 140A•►. %S[GR STANDARDS NITH P.ACPERLY ATTACNCD REDID CEILING •• SEE \ Cp6ORN NIAPPLICALLC POC'IISLONS OF RDS R TPI. CN EnOINEER-S ALPINE (£(PLICAL tPOATE LI/IjRll FCR PROPER �\ \ SEA ON THIS DRA01N3 LPPLIES TO TNS CORPORLRT y.PICTCO RERE DRYWALL AEPLECATIOY. FURNISH A CCPT 0r THIS ,R;`Arrr—`V���Aww."V\\\VVIrrrJJJttt IN COLT. NTD SMALL NDF RE RELIED OPOB 11 ANY 018% VLY. DESIGN FO THE gOSi ERECTION CDNt1/LFOR. Q MTA m m I] •..IPI • TRUSS PLAT[ IRS►ITU1E. NOS - 1903 NLFIOVAL Cf11GN SPECIFICATION ►04 SC:.J CRMSILUITIGY +B-0-0 3 CA - - - - F Scale =.125' Ft. `�ltl W. c y No. C43845 EV6.291 * clYl SfCAU1� TC LL TC OL BC DL BC LL TOT.LD. 16.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 31.0 PSF1 REF R427--61257 DATE 07/26/96 DRW CAIJSR427 96208020 CA -ENG PBC/CWC /F SEQN - 24987 DUR.FAC. 1.25 FR0�4 E.O. SPACING 24.0" I,ONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: Address: AN: ENGINEER Alpine Engineered Products, Inc.. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828 2, (916) 387-0116 , APPROVED• Timber Products Inspection P.O. Box 20455 Portland, OR 97220 (503) 2540204 ITOP CHORD 20 FL 0 r&OT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREET( LUMBER PER 9OS-91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SHIN ALL SUPPORTS SOLID TO BEARING. 0 Z: H rM n 4 (1) REV -DC -11/7/96 -NOTE JCVC (1) NOTE: THIS TRUSS IS BUILT SYMMETRICALLY- THEREFORE. YMMETRICALLY. ATEEITHER.POSITIONE*!B INTERIOR CRIN6 MAY OCCUR 2.5X40 3X6* 1.5x45 5X60 THIS DVG PREPARED FROM COMPUTER INPDT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS KFR. IX4 13 SPACED. ATTACHWH(2)8d NAILS. REM -FIR BtITNSAILB BEEQBRACIQG MATERIAL -TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 62949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -11 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00. O.C. IN ADDITION. A RIGID CEILING OR 20 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SX4111 3XW 6 .5X46' 6(Al )"I 2.5X4= 4X43 ) 316- `.4X4jl 2.5X40 3X6(A (1)*B (1)*C _I 2-0-0 2.0.0 29.2-4 - 18 9 0 I 18-9-0 _I 37-6-0 Over 3 Supports R-720 H-3.5• R-1439 U-3.5' R-374 U-3.5' PLT T P AlVlne "`" -- Cl CI C3 C3 C7 C7 IMPORTANT"* S`ML b�SLiE&9p=S(ILETFOMIANT WARN IIIIs Is �7NA. u 0=19' w C7 C3 0 CM OETEAno Fun IRIS otugs n TRE[ sptan CAum. Ob AST IIAcul. Tr1 Nib•ri ET T►1. EEE I13S OISIGT o C1 O C7 C3 noLOEE To VALD, Tag runs IN 4WOR02CI nn 111 roe AOO1lI0MA EPECIA PQNANDT UAC3n BE Z C3 1] II O JtPIIE cDU[CfOLt Eat eADt a WAA OAT. STEEL KEMn ESTI GUMEaTI. TAEEm OTIEabIEI INDIcutD. TDF' (] (_ C3 C3 M3031c aur AS IOTro. any 00MM p EAcl WE Of OwO 4NAlL EE IATtAYLT IAAttO NTN FlOnl puri MID LuM OTI11TriE LOCATED DE THIS OESIGb, Pg3TIW LF ATfamo twow saimms. bottom 6099 C3 ALPINE c EDox"r°a M 0UORDS; 110. TOO E ISOA•r. DES] Gm SMOAM IITE PRIP LLT ATTACH► 1363E CEILIEO nO•• SEE Coffm VIAPKICAM HS90% OF 1105 t TPI. AN tKINIIA•S ALF169 TICMMICAL OPROE (1!3!61) roe PIVEb I R 3 EEA OI urs cismsm am" EO Fri comP0(EM DEPICTED NIbE OaWALL APPl1CATIF6 FLOUN A COPT OF THIS �T III any. no SNALE WE K AWED 40011 IN Off OD0 MAP. OCSIfII TO tDI TEASS IACtfIOol tO1RttE=TOa. IC3 C3 CI C� L� ...TFT - TtUSS PLATE WIWI jos 199I RSIONAL DESIGN MCIFIcAT3on tot MOOD CONSILUCTIOM ft 043345 {Ip 63"1 Q(,e� BUTT -E CQ-ry P`VPD C41-I1I-�-r 1L TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 31.0 PSF OUR.FAC. 1.25 SPACING 24.0• Scale -.125°/FL. REF R427--60978 DATE 07/25/96 DRW CAUSR427 96207008 CA -ENG PBCJCWCIF SEQN - 92555 FROM E.D. 1 � � NEPAIR TO REINFORCE TRUSS DUE TO A BREAK IN WEB. (S) TRUSS WIITNB16dXCOMMON TNAILS..ADAD� CIRCLED NUMBER REPATTACH TO ONE RESENTS NUMBER OF NAILS REOUIREO. LENGTH OF SCAB IS 4'. Lo 01 THI!q NOTE: SEE EtER AWINGDATA NOT28H0196211008 210N THTSR LUMBER PLATES AND AFTER COMPLETION OF REPAIR. TRUSSES MUST BE INSPECTED BY CO LIANCEMWITHAALPINE DESIGNSLANDISPECIFICATIONS. NT TO ASSURE =C= ot�a C= a o a O C a a o a o 0 o C= �ALPIN 0 0 C= TRUSS o 0 cI a a Eo T= o :AK 30 ' 10. DESIGN CRIT -UBC OTY - 14128 IUJAL 0 MOM patKtam ponucts. IOC. T*W" (EauW EST0EIE CUE AR[VING ID 1+AT AIa EM IMPORTANTMN smu OT ii eEirowleu !NA AM OETIATIDD FpW THIS OESM 09 ns:tE smirIEt1TI0m 00 my TP]. E tlQS O noSIT �SDvt.0 L PIE T EARCI0d I FArjM To WILD UE TIIU6+1 IN 0Off010UKE OSTA WI. PM EW Tem�Pltj ~C1a0D 101HE COIFK0tO1M Aisl NEDL �RUAOOM"IECI00s TO t �jti K Aq) 01a/ INCEPT u eofw. f�utl 0Eut1YVIALLI NAKED N ATTACIEO IlTsOOD p(0TH11sh OOelO0014 f0O S AM 1"AN OP40S i LOWED On "a OEsIiK PORTION LT Mw Rials ALFIOE tEOs N& IFWH (7/119 Iran Fo0FE0 OOMOOs M/ TC s rEOMEDIOW OF IOD i fp &N VoIIM'D DEPICTED HERE Oan&LL AFCLECATIOA. FIlFRON A COPY OF TM ZEAL 00 SOS %=IN AFFLICs 10 tie: OOWFOEBIT r►v_ MI[Cm to M VM EFIECTIM C011IOECT00- 'jQ t TC LL 16.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF BC LL _ 0.0 PSF "A* 4*97; * TOT . LD . 31.0 PSF � OUR. FAC. i •25 OfAlit ltO PACING 24.0' . D CUM A i 1 w 6 illillillilloilli SEE DRAWING# 96298011, FOR LUMBER. PLATES AND DATA NOT SHOWN HERE. EDGE DISTANCES, END DISTANCES AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. I(W1)ADD WEB 2X4 FL#2. ATTACH WITH PLYWOOD GUSSETS TO BOTH FACES AS SHOWN T w CD I =3 REPAIR TO REINFORCE TRUSS FOR MOVING INTERIOR BEARING 4" TO THE LEFT AND EXTENDING RAISED BOTTOM CHORD. 2) (pj 1/2°. 5-PLY;ED PLYWOOD GUSSETS. APA SPAN RAT, CD GROUP 2 (DOUGLAS-FIR/HEMLOCK) EXPOSURE 1. FACE GRAIN SHALL BE POSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN PLYNOODS GUSSETS TO BOTH FACES OF TRUSS WITH EQUALLY SPACED 8D COMMON NAILS IN ALL MEMBERS AS INDICATED BY THE CIRCLES. WITH THE SAME NUMBER OF NAILS REQUIRED ON THE OPPOSITE FACE. (E) EXISTING PLATE ARE NOT TO BE DISTURBED. EDGE DISTANCES. END DISTANCES AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. EDGE DISTANCES. END DISTANCES AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. 1) REVISED 11/12/96 -CG: NAILS, GUSSET SIZES-A1A,.,, 2) REVISED 11/13/96 -CG: NOTES, �+--X18'7"13 ter■ !3'8°6 15'76!3 --w AOD 1 160 NAILTHROUGH ALPINE PLATE 1)(P)10-xlo''�-ifl v 4 p p BEARING LCCATI N �--!28'15 •� 29'9"1 m 5'6" y{ coulwy Ra498f W■ 3 8 R-1260# W- 3■8 48' OVER 3RS142607S Wm3"elilfLr`�^� 123 rio Q TC.T= T21LpJ�Y BASE SP8ESIGN CRIT■UBC OTY 14128 TOTAL REV. 17.3v3 SCALE =03125 ro 0 0 o O o ALPINE ETDLIEEPEJI FRODUCTs, [110, WJSSES RLTIOJRE ERTR7PE IanE �QRa I0� TC LL 16.0 PSF FIEF A427 --91769 y A C=3 jEINP{'1RTANTI(ii slwc IIDT OF cEsw9slelT: taR ulr ARMING m wra lct:. EPECTTON rn DEV[ASION ►a[sl 13116 DE6IW DR tt¢� BRFCIFICATID9S. aR ulY ItRACIAG SEE. H[D-Sl g/ TPJ. SEE 1473 IFSfsD •y TC DL ID -0 PSF OATS 11/21/96 G C=) PATLLfE TO AUIW T�[ TAJSS IN CDItFGpl1`:GE Y718 TOT. FOR AM7FI011AL `.REGIAL PERHR4EN7 9aAC CID tE ~ � 5.0 l= lLP[!E CCLIFCTORS ME JUDE GF 2054 OttV. STEEL RECTIDP JS[N OUIREYEMS. UN..�•93 OfHFAHISE [IOICATEa TOP DL 5 - O PSF ORYIG 3.057. 335 alc O AH53 GRi7 EXO!PT 49 ID1E0. APPLY IYXIE'CTONq 70 EACH FACE co CHORD dill: J1E IATFRALCY 0046E0 MITH PPGPfP o iRIT� AlA uTLEY.S0716�R1sELUCATLO O/l IN[$ CE57C0. o06tTJouLY A/TAfj16'1 PLYYIJOD SMEAm[H6, EOTTON GFPJiD C438bSCLLO.OpSF Cak-ENG CG GOMtEctGTOE MUSS EPKT P9 FEA DiAM7RGS IID. 15D C 76DA-P OESIGR STAIOAIOS M1TN Fip�Di°LY ATTAGIEO ATO[D [Etl.1RG -- SEE *�vt15�9%DT.LO. 31.D PSF �sEu al MIS .iR7ANIHo APPLIES DTU 11E CD32C7FNT 9EP[c1ED FERE ORYIfALLI�LlCAT10xAfaRHISN Afop+Y°CF O C7 G p p c:-) [ ;U fY: /IDRU59LPLAf£ II61�[TUTE uva7�S ANY �aTOE TIA'!,L DESIGN ESCGN rrdltGV FM ErY;D f M15iAU7liLGiOR. J'l'lfCIVIL ICPACING 24.0" W u 1V N X24.0` u 1V N 6 --ADD A 3 1/2" X Iri15 U 117 - rncr IN END VERTICAL ATE' SEE THERRDATAGNOT2SHOWN9ON16THISRPLATES A ND REPAIR. Qi) PLYWOOD .GUSSE S.2X4 FL STLENGTTH-OFAWEB ISTTACH T 3'TRUSS USING (P)1/2" 5-PY PLYWOOGUSSETS (DOUGLAS-FIR/HEMLOCKK) EXPOSUREA1 . FACE SPAN TGRAIN OSHALPSHALL POSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN GUSSET TO BOTH FACES OF TRUSS WITH 6d NAILSNRNAILS. CIRCLED NUMBER REPRESENTS THE NUMBER OF AFTER COMPLETION OF REPAR. TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. w 0 11 IN to '4 n 423 m v m Lo a1 0 c c a o 0 0 OpATRUISS Z: cm' 4 cm oo a o 0 0 0 BUTTE fNiT1t A `1 VED DESIGN CRIT=UBC OTY - 14128 IaIAL - AVI NE ENaKEEIE9 PF -919. INC. TRUSSES MUM CINTPENE CA%E AANING 1N NANd1.IN.G ¢7Ecn0N Avg **IMPORTANT*% SMALL 16778E FM PM,aLE Foa ANA Hie -91 AL T% 'l; 00. ANY IGN OR rCbFN6NA'7CE ran AMITIEW.AL SPECIE BR i�AILUPF r0 80T1D�T14:�1AU50 [N g7NI TPI. C6+ILEpOAS AiE VADE OF EDDA &ALV. STECL IECTVG ASTM OUIPFIENIS. UMM OTIFtD116E 1rD1CATE ALpIg AM OW7 9XC[P1 AS NOTED. APPLY CCNMCT029 TO EACNN FACE OF c"M aNRA. BE LATE9ALAY aRADEO NITN ATTAcwO PLYNDOD SNEATN1Na. EDITOR TSS A7NI IAN.CSS 011KRNA5E LOCATED OE THIS DE816R POSITIM PER ORAN OG9 AM 760 C TSDAd. DESIGN STAINWM LY M11A PMALY ATTACHED RIGID CE(USO POR �TDPS C1D,i091t IN/APPLICA9lE W�IfIS10N9 Or NDS S IPI. AN E71 pW*S ALPINE VECMICAL LVOAR (7/1/917 MrML AARICATIOO_ FOUISN A Cc" O 6EQ ON JUTS 01ANRND APPl7E9 TO TIE CONPQtiAT DEPICTED h9rlC W OILY. AND MALL 110r BE 1NELIEO UPOLI IN ANY D7NEa WAY, - oEs7al r0 11E 77a6s EMCS IDT CONIINN1LCiD. [09 .^tn* t1N2s PLATC_INST 17U7! IN79 199E fuT1ONLl OESIW7 SPEpFIpT70N Fd1 HOOD CDAGTRUCT P) 8'I(8' 7f s"xe' T EiID VERTICAL CUT *311 G �pEESb! . TC ll 1- .0 PSF REF 8427--90856 .y TC OL 10.0 PSF DATE 11/07/46 'OY.. BC DL 5.0 PSF DRWG 3.057.297 SC LL 0.0 PSF CA-ENGD C[fi E.C13845 6py1 tI TOT.LO. 31.0 PSF 1101111111111millill CIYIt �� OUR.FAC . 1.25 24.0a 90855 O� PACING //-7-9O ' (RWi (W) (P) N, U.. rn R. OR BEARING 6" TO THE RIGHT. NOTE: OTHERDRAWING NOT2SHOWN9ONSTHISRREPAIR. PLATES AND ATTACH WES. DGUSSETS XRIPPED TO FIT. ATTACH TO TRUSS USING P INSERT WEB. 2X6 FL Q. ATTACH TO TRUSS WITH PLYWOOD GUSSETS AS SHOWN. 1/2' 5 -PLY PLYWOOD GUSSETS. APA SPAN RATED. CO GROUP 2 (DOUGLAS-FIR/HEMLOCK) EXPOSURE 1. FACE GRAIN SHALL BE POSITIONED RUNNING PARALLEL. OR PERPENDICULAR TO THE CHORD. FASTEN GUSSET TO BOTH FACES OF TRUSS WITH GO COMmON NAILS. CIRCLED NUMBER REPRESENTS THE NUMBER OF NAILS REOUIREC AFTER COMPLETION OF REPAIR. TRUSSES MUST BE INSPECTED BY PARTMENT CTHE TRUSS OMPLIANCE MWITH AALPINE DESIGNS CTURER OR LAND ISPECIFILDING CATIONS. TO ASSURE . w 0 Ln V EO 0 0 tai VT a v •6�uQ '42 Q 4839 PLT TYP.-A NE DESIGN CRIT -UBC OTY 14128 TOTAL m i -IF REV. 17.3v3 SCALE p0.165 Q TC LL 16.0 PSF REF R427--90856 Zo 0 o A o a LLPI9E �� Pita PC -E., MIMPORTANT1E pouMor1FatsvOlslaCCranAxy TRli fEOUIaE EzrPE>!E sine ARNING IM MI9a�af. ERECTION W. C C A ry 10.0 PSF DATE !1/07/96 TC DL CI G a C= O t= a Ca aEY1umo MU Tnta 0EIt1M oa TWM S+ FICAT167f. OR AXI Tf fano VIE TKM nr Wf"'TKE MIIM tPI. ORACM. S" K"L 01 MPr. SEE nus WSII�i rep AODITmm wECIH my w*NT f,ucMD �~ BC OL 5.0 PSF ORWG 3.057. >. 300 C=3 Ca a o O C a a FARAM AIDiMf eg"Clam of MIRE Or 201A GEM f1Ea PE11"O AftY AE/!t $107 EMPF AS IDtED. AIFIr CCIKCIM TD EACH fACE OF plupEl .01l. W f„ ,IaEaMIfE MUM T C OPD iMAul K "T"U"r 1840 91TH YNOWATTAC sMEAT,ID Kllm s tJ V Sb.. * 8C LL 0�o PSF CA -ENG DC bI�? a ALPIN o C7 tR" n )PEE 0 RDEWME LOCATED & 911 ImIS &4.1EfcaK Paftrtn saAaECT,9f PEE pgpMfil 194 17a, 1fOAd. oI91d fTAMowos Mlrll PriO0"' LTTASME9 w,ID anlan -� fEE 11 m prop l AlDlaf 1AMgrLL ZE o/)/911 ran PROPgI (=p. 70T.LO. 31.0 PSF ���� �IU� ��kIiI11�U1I�fUllll * l III u O C' TRUSS C cawawl M�APPLICAO<t Pf?/I,la,e OI Mild f TPI. Ar EtutAEEf'e T iT0t�1EAQiM1Wjag7 fl Ifo im tatt9uss EAtt MR UGH COW a onlMls g)L R xcta 4 'rlij f Jr. DUR .FAC . 1.25 90856 O Tamil oM�y suu�wt ec 9/w�f1 T,A Oi PACING 24.0' 0 o a o o p ._ - ., 1 , t ou I s M Ir- 7 _90 (S). IR TO REINFORCE TRUSS DUE TO A BREAK IN THE BOTTOM CHORD. NOTE: SEE DRAWING N0T2SHOWNOOM FOR RLUMBBER. PLATES AND OTHER DATAATTACH SCAB. 2X4 FL 01. ATTACH TO BOTH FACES OF TRUSS WITH 16d COMMON NAILS. CIRCLED NUMBER REPRESENTS THE AFTER COMPLETION OF REPAIR. TRUSSES MUST BE INSPECTED BY NUMBER OF NAILS REQUIRED PER FACE. LENGTH OF SCAB IS CTHE OMPLIANCE MANUFACTURER OR LOCAL O ALABUILDINGNG DEPARTMENT TO ASSURE 5'. W 0 In V N l0 i N (s) �• 21 9" LONG BREAK EpjTTIE COUNTY a.E 1m P`T _^sWw 0 _ 4 6 --- PH VED , cn SEO Q 48390 ALT. TYP.-ALPINE DESIGN CRIT -UBC OTY - 14126 TOTAL i -/-/F REV. 17.3v3 SCALE =7.0000 0 0 0 0 o amus limum AEO PPAOXII. INC• *INP0RTANT** vA LL ms a PESVOf011Att "wr Intsm RMIOE DUCK CARE ARMING In NODLT7B. E1+ECTm1 .no Q TC LL 16.0 PSF �c TC OL 10.0 PSF REF 8427--90856 DATE 11/07/96 Damn"mw Tula OTSIM 4A 11,09 3FE)CITITAT100G� 44 ANT E.TaCIAO. SEC 640-03 eT TDI. we THIS CESICN S ORHG 1057-298 S 0 0 0 0 FAItAW TO So" THE T r" TM COKOIImm SITN TVI. FOA AOOIT90ML OECIX MWAIENT OPACI1D BC OL 5.0 PSF c7 O O o AIFla 40NUTOM ASE mW or eNa Dar. t1tEEt 1stnn ASI" TO CAEN TAC[ OF GUMNINTS. WEBS Omtl"IEE OIOICAIEO. *ORO SHALL K tAMA"T SRACEO YITO V V r I l� G C= C= 11067 4037 EXCEPT AS IOTm..PPIr t OV"TOA/ N0.C/3845 0.0 pSF CLL CA -ENG DC o >= ALPIN 0 0 ttpff 11f0 tF1LETs OtNptMISE tW1TED OV TN1C OEOIUI OOIITI011 ""CTM VEP w.w," 070. TSC 4 IOW-T..11IDI sTAFOLq$ OOIronat M/APPlICM AMMS OF .US 4 IN. AN MOINEEA'S Lr .►r.a�0 vlrlmao OIE.TNI.G SOTTOA SITO P10 11 aTTAOQO.1 RILI.11 -� AfIME TEOVICAL UVATE U/U9tt m PAOPEp vY. 6xV17 * TOT 31.0 PSF , Illll��llll�ll�lll�lllDll oTRUSS RE 011 �� AXIM �TIFO lT, �� C'Y1` �� UR. FAC. 1 • G5 o Ia 4M" IPOO III AM/ Otld 0►7 OEOIWI 10 ME TAri$ LAECTION OONIMCI9 Of Cltl1E� PACING 24.0' 90856 c o 0 = o F_ , T E r ►I i CAP1REALIAN ENGINEERING P.O. Box 341 Chico, CA 95927 (916) 891-6886 Aug. 4, 1996 Butte County Building Dept.. #7 County Center Drive Oroville, Ca. Gentlemen:. D I have examined the plans for the Piava House and have found that the requirements called for in.my calculations for said house have been incorporated correctly. 14/5-o Y'he Tnus;es aAe ad%efka-fie % Tra.,s�'eR-1Xemios' /111l3.atlt Sincerely yours: 1 Michael Caprealian RCE122907 �+ MICi�l14li.E0i w WQFa�I qlF OF CA��F��� W DATE 12-31- 9 COQ, Pp SIERRA WEST St LICENSED LAND SURVEYING 5437 Black Olive Drive - Paradise, Phone: (916) 877-6253 .ugusL 19, 1996 Michael Vierre BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drip Oroville, Californiz VEYING )5969 95965-3397 Re: Lot 4 Watkins Subdivision APN 40-041061 Dear Mr. Vierre: The notes on the Watkins Subdivision improvement plans state that the critical water surface elevation is 209.30 feet U.S.G.S. Datum as corrected by Certificate of Correction recorded January 12, 1990 under Recorder's Serial Number 90-01698. The elevation of 208.15 feet was established on a bench mark on Lot 4 of said -Watkins Subdivision. The finished floor elevation on this lot is 209,30 feet (U.S.G.S. Datum). There is only bench mark should RGA/jee C:\4Data\Letters\7156Paiv.Ltr 7156 Dan Paiva e tree on this lot, and the location of the easy to find. Sincerely, Robert G. Agee, dr. �l& No. 27647 t y6 \`�0r CA��Fa.. SIERRA WEST SURVEYING LICENSED LAND SURVEYING 5437 Black Olive Drive - Paradise, CA 95969 Phone: (916) 877-6253 .:::gust 19, 1996 Michael Vierre BUTTE COUNTY BUILDING DEPARTMENT 7•County Center Drive Oroville, California 95965-3397 Re: Lot 4 Watkins Subdivision APN 40-04-061 Dear Mr. Vierre: I The notes on the Watkins Subdivision improvement plans state that the critical water surface elevation is 209.30 feet U.S.G.S. Datum as corrected by Certificate of Correction recorded January 12,• 1990 under Recorder's Serial Number 90-01698. The elevation of•208.15 feet was established on a bench mark on Lot 4 of said Watkins Subdivision. The finished floor elevation on this lot is 209,30 feet (U.S.G.S. Datum). There is only one tree on this lot, and the location of the bench mark should be easy to find. RGA/jee C:\WpData\Letters\7156Paiv.Ltr 1156 Dan Paiva Sincerely, &LA'4:M Robert G. Agee, dr. No. 276-47 -° .,_C I V_ I L - • �"�1 ti y. t -•• lam, VA BUTTE Couvy 13 UIL PPR OVE r 1 - ...... t fount _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: 1916) 538.7541 FAX: (916) 538.2140 DAN &•MICHELLE PAIVA g/14/96 5389 ANITA RD = CHICO, CA 95973 - Re: B -P.#96-1615 A. P. 040-040-061 With reference to the above subject, -attached is: [X ] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other, 'Action Required: [X] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER CC: BOB METZGER Permit Applicant: DAN & MICHELLE PAIVA Permit Number: 96-11615 Assessor Parcel Number: 040-040-061 Date: $/14/96 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. ALTERNATE BRACED WALL PANEL REQUIRE STEEL IN FOOTING FOR ENTIRE LENGTH OF BRACED WALL LINE. YOU DO NOT SHOW THIS ON FOUNDATION PLAN. PROVIDE STEEL PER CODE SEC 2326.11.4. SHOW ON PLANS. 2. STRUCTURE DOES NOT MEET CONVENTION FRAMING FOR LATERAL BRACING PER CHAPTER 23. PROVIDE ANALYSIS. SHOW CONNECTION OF BRACED WALL TO ROOF DIAPHRAM ON EXTERIOR WALL AT FRONT OF HOUSE. 3. TRUSS 12 IS MISSING FROM CALCS. 4. ENERGY CALCS SHOW LESS SQUARE FOOTAGE OF GLASS AREA THAN IS CURRENTLY ON PLAN. COORDINATE PLANS AND CALCS. 5. BEAMS AT FRONT OF HOUSE OVER SPANNED. PROVIDE BEAMS SIZED FOR LOADS IMPOSED. 0 6.6. PLAN CHECK ENGINEER HAS SPOKEN TO MIKE CAPRIALIAN REGARDING ENGINEERING REQUIREMENTS. 7. CALL PLACED TO SIERRA WEST SURVEYING REGARDING FINISH FLOOR ELEVATION AND FLOOD LEVEL. (�1oc" �a0w C3 IVB G���► 1�- I (� std G��1i , If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. CC: BOB METZGER MARTHA WHITNEY - PLAN CHECKER S LA:',I'D C L)R A.-.. AND ?_.� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 DAN PAIVA 9/17J.96. = 5389 ANITA RD CHICO, CA 95973 - - Re: B.P.#96-1615 A.p.# 040=040-061 With reference to the above subject,'attached is: [ Plan Check List [�] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [ Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required (%] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above.' Sincerely, MARTHA WHITNEY - PLAN CHECKER 1. Permit Applicant: DANT & MICHELLE PAIVA Permit Number. 96-1615 I Assessor Parcel Number: }� 040-040-061 Date: 9/17/96 The above referenced building plans were reviewed by this office. Provide information and/or make revisions visions to plans, specifications and calculation as follows: 1. NEW ENGINEERING HAS NOT BEEN SHOWN ON PLANS. SEE ATTACH D RED MARKED CALCS. CLARIFY CONVENTIONAL BRACING WHICH IS TO'REMAIN. l/ 2. ADDITIONALLY IF' ANY ALTERNATE BRACED WALL PANELS PER 2326.11.4 REMAIN ALL REQUIREMENTS FOR THEM SHALL BE PROVIDED. (SEE PLAN CHECK LETTER OF.8/14/96) 3. ENERGY CALCS SHOW 394 SQUARE FEET OF GLASS AREA. PLANS SHOW 438 SQUARE FEET AND THIS DOES NOT INCLUDE GLASS AREA OVER FRONT DOOR WHICH IS NOT ON PLAN.' COORDINATE. 4. BEAMS. IN CALCSIARE NOT ON PLAN. SHOW ON PLAN. (SEE #5 ON PREVIOUS PLAN CHECK LETTER 814/96) 5. PLEASE SUBMIT TWO NEW SETS OF PLANS. PLEASE RETURN OLD PLANS AND RED -LINED ENGINEERING. i I i If you wish to discuss any requirements, you may contact P.M. and 4: 00 P.M., Monday through Thursday. N me at (916) 538-7541 between 1:00 MARTHA WHITNEY - PLAN CHECKER PROJECT PROCESSING RECORD APPLICANT: OWNER: : 'r PERMIT #: A. P. #: D (40- 040 - 0(a I WORK DESCRIPTION: DATE DESCRIPTION OF STEP r%t/-7rj e)Lly �r�fi�r �l� Trawls, U ►JG�k�.r✓✓�f�� �yr n of 1 i F S (Nr,� C�2kv -f cook �v Ali Iv L-) I64,. -J Af A�L I Tn ?f zo v /)0&, n is , JAP (2(�� PY 0 f= LE=T /vi V OoO 9-14 ,ter 61'� • - 'r � �� n9 r �` s Co.LL 4o 64�k — Ko . Cor rem RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: f a I (L BUILDINGPERMITNUMBER: PLAN CHECKER: A P. NUMBER: O 4-0 ' 040 - 06? I GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. ®, , ;, Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). J! Recorded notice of violation PLOT PLAN Complete parcel size and dimensions. ii Setbacks, side yards, easements, etc. Other buildings or structures. sY Grading, fills and/or drainage. ® Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. .8' Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required for light windows and ventilation (Section 1203). x Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). ,5% Glazing in Hazardous Locations (Section 2406). ,e Required room sizes, ceiling heights (Section 310.6). 7. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size and closer (Section 302.4). ?r Minimum of one 3'0" exterior door (Section 1004.6). Fireplace location, 1.2' and wood stove alcoves and clearance. 1� Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: o R �NJPnNu+.. I'll. G Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). r A-kS �i �rtiV Y 1 ryvt+s S Sj 1 L(_ 3. " Clerestory requiring balloon framing and/or engineering. IAA tS S i �G �, Three story building requiring engineered calculations and plans. e� .A4 .I t Foundation plan complete enough to construct building. rptt 'On Gi � ln 6. Floor construction details complete enough to construct building. r brazed 1(s �- 7. Elevations details building. Ini-e'` d' A fern Q and wall construction complete enough to construct Roof details MA construction complete enough to construct building. ,,f Rafter ties or bearing ridge beam. I,@— Fireplace construction details and calc. if necessary. 'H- Garage door and/or porch header sizes., •-l�. r13 Stud heights. �,� Adobe soils -special foundation sign.�� l rL� e.. _ Retaining walls requiring des . �hNFti ✓ Special Inspection �SrLTIiyIV% �q2 V requirements . l�%/KJrtil �C71,' Header size. Cli -l?-`jG----�•,-."�In Sheetrock nailing inspection required? r (e M "I�-(a.oel ed oil l�'1 /� `r July 1996 I 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). ,5! Proper roof pitch for roof covering (Section 1501). A Roof covering type - (fire hazard). ^/ Foam insulation - protection. .�• 36" halls and stairways. 19! Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 1.19" Two exits on three - story dwellings (Section 1003). X% Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15: Energy design. 44 31?—j , S 70 d/' C�`aW -('•�" Flashing at all exterior openings. 17. C.D.F. responsible area requirements. July 1996 3.3 M E M O R' A N D U M 1 TO: TO WHOM IT MAY CONCERN .I FROM: Michael Vieira, Bi uilding Official DATE: 2/5/96 t Ir SUBJECT: TRUSS SUBMITTALS (RsvrsED 2/5/96) This is to give notice that we will be requiring the following as part of Truss Plans and Calculations: i Residential Construction 1) Submit two (2) complete sets of truss plans and calculations. I 2) That the truss design is project specific. It is expected that the designer will indicate on;the plans and calculations the project for which they were produced. Alternatively, mastered trusses maybe used if authorized by the truss designer. IThe designer must provide written authorization which clearly defines the limitations on the truss's use. Limitations shall include loading conditions, spaniand other design criteria. The requirements of the specific project must be within the design criteria of the mastered truss. 3) Each set of truss plans and calculations shall be accompanied by a truss layout that accurately reflects the roof layout on the proposed building. The truss layout is to be dimensioned and show all truss locations. The truss layout and the building plans must be free of conflicts. 1 4) Truss plans and calculations must be stamped and signed by the truss designer. The signature need not be wet signed. Designer must be a civil or structural engineer or architect licensed in the State of California. 5) Truss details are to be completely legible. Faxes of truss plans and calculations wills not be accepted. Any changes to the original design must be approved in writing by the truss designer. 6) All connections required by the truss design are to be specified and shown on the truss details'. Our plan check staff will not specify connections. 7) All bracing required by truss design is to be specified on the truss details. 8) Any truss plan that contains notes referencing a requirement to be addressed by a separate engineer or architect will require the owner to obtain such an engineer or architect to_accomplish-said requirement __-- 9) If laterial design is required for the trussed structure, then the lateral designer must review and accept the trusses being used. �- �'�- IM ��►�... C+:�r � � i"� �f�� � ��- rZv� �'�Cvw,�7,o�%Z c � i.a�.:�c Additional Reauirements for Structures Required to be Engineered pursuant to California Business and Professional Code Sections 6737.1 and Section 5537. 10) Truss plans and clalculations must be stamped and wet signed by the truss,G� designer. Designer must be a civil or structural engineer or architect —�I`'�} licensed in the State of California. 0� 11) The truss design must be reviewed and approved by the engineer or architect who designed the building. 1 BUILDING / ENVIRONMENTALI OWNERS NAME: PRINT LAST NAME FIRST / COUNTY ZONING S /Z DESIGNATION: i V LAND DEVELOPMENT 70 &/� HEALTH - PERMIT CLEARANCE Building Permit No. A.P. I M�C'kOde NUMBER: O qC)_ C�`�/� "('E 1—n (O/ FLOOD ZONE: 1f FLOOD MAP: 00576 I APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: I PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: I DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO f COMPLIES WITH COUNTY STANDARDS. FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 1 �/�T1�INS Sig MAP INFORMATION: _ DATE OF RECORDING Z07 8fy LOT 4- BOOK / PAGE 3 - f COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAF RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES � NG IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 20 ft.building setIback from right-of-way/eenterline of CVL S C %O' Fr'LoNt C�TN�� o� CVL.-rJ� SIC) 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. _ 5. Maintain a ft. leachfield ,setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations Of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer systeIm. I 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dweiiings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants'that meet Fire, Department specifications, serves the parcel 11. Pay T.D.D. (Thermalito Drainage) District) fee in the amount of $ ►' '{ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. :(See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Panting Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X21. S�W/MMI^jG POOLf S1-h4GL 14A V6 btf►°?. G4 N/j6cii0Aj /177T " T =/2-01IJ T7�*f /, 22. M /A/�1AJ1T1Y POOR 87e-&✓ S'H7 U-- 1365-I2 . 115 ((,T6.<S_ VA7-VA-7) 23. 24. 25 26 'AIO 1NNH013A3O ONYT LIN JO AlNnoo 96619 1 1 n r a3nI333a LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR CERTIFICATE OF COMPLIANCE: Residential Project Title: PAIVA 2548s (BASE CASE) Project Address: PARCEL 4, WATKINS LN. 0 CHICO, CA. 95928 Building Title- PAIVA 2548s (BASE CASE) Document Author: BOB METZGER O.D.S. Telephone: . •865-9688 or 342-9688 Compliance Method: CALRES2 Version 1.31 Climate Zone- 11 Page 1 CF -IR Run: 015 02 -Sep -96 PAIVA 25.48s (BASE CASE) Building Permit # Plan Check / Date GENERAL INFORMATION Conditioned Floor Area: 2548 ft2 Building Type: , SFD Single Family Detached Building Front Orientation: .167 deg (South) Number of Dwelling Units: 1.00 Floor Construction Type:, Slab on grade BUILDING SHELL INSULATION Component Insul Assembly. Type R -value U -value Location/Comments Field Check / Date ------=---------------- Door 0 -------- --------------------_--------- 0.330 Outside Door 0 0.330 Unconditioned Wall 18 0.058 Outside Wall 15 0.081 Unconditioned Floor 0 0.722 Grade Floor 0 0.295 Grade Ceiling 38 0.025 Attic Slab Perimeter' 2 0 0.550 Unconditioned Slab Perimeter 40.0 0.750 0 0.500 Unconditioned Slab Perimeter THERMAL MASS Area 0 0.900 Outside Slab Perimeter 0 0.720 Outside _. FENESTRATION Area U- Interior Exterior Overhang Frame Orientation ------ (ft2) value Panes Shading Shading and Fins Type ----- ----- ----- ---------- ---------- ------- -------- Window South 84.3 0.750 2 Std Drape Window West 34.5 0.750 2 Std Drape Window West 80.0 0.750 2 Std Drape Window North 69.3 0.750 2 Std Drape Window North 33.3 0.750 2 Std Drape Window East 52.5 0.750 2 Std Drape Window East 40.0 0.750 2 Std Drape THERMAL MASS Area Thick V Bug Screen Overhang Metal Bug Screen Overhang Metal I Bug Screen Overhang WdDr/Div Bug Screen Overhang Metal Bug Screen Overhang WdDr/Div Bug Screen Overhang Metal Bug Screen Overhang WdDr/Div BUTTE COUNTY B U IL DINC-i r 1{ t, AP,F�ov /6/p i Type Exposed? (ft2) i (in) Location/Comments Floor Yes 564.0 13.5 Grade Floor No 1984 �3.5 Grade Intmassl Yes 210.01 1.0 Interior CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: PAIVA 2548s (BASE CASE) Run: _02_Sep_96__ HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- t ------------------- -i Furnace 0.78 AFUE Attic R-4.2 Air Gond. -- central split 110. 00 SEER - Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- - 50GALWIH Standard�50W/H . Storage gas 1 0.60 50 0 WATER BEATER/BOILER DETAILS Rated Pilot Water Recovery I Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ------------------------ ------ 50W/H 76% 40.00 -- -- -- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R. Project Title: PAIVA 2548s (BASE CASE) Run: 015 02 -Sep -96 COMPLIANCE STATEMENT . This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER DOCUMENTATION AUTHOR ��� �+iT-y DAN & MICHELL PAIVA BOB METZGER O.D.S. BUiLDJIN,��° �' PAitqTUENT 5389 ANITA RD. i 113 E. WALKER NORD, CA. 95973 ORLAND, CA. 95963 � �/ED 891-0142 865 68 r 34 688 �.1` Lic #: "q6 l Signed Date Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone:, Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Project Title: PAIVA 2548s (BASE CASE) Run: 015 02 -Sep -96 Project Address: PARCEL 4, WATKINS LN. PAIVA 2548s (BASE CASE) CHICO, CA. 95928 Building Title: PAIVA 2548s (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S.- Telephone: 865-9688 or 342-9688 Plan Check/ Date ' Compliance Method: CALRES2 Version 1:31 Field Check / Date Climate Zone: 11 - ENERGY USE SU-VAVIARY (kBtu/ft2-yr) Energy Use . Standard Design Proposed Design --------------- --------------- --------------- Space Heating 17.64 18.89 Space Cooling 10.83 9.43 Water Heating 10.25- 9.85 -------- ------ Complies Total ' 38.73 38.17 Yes GENERAL INFORMATION Conditioned Floor Area: 2548 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 167 deg (South) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 26966 ft3 Conditioned Footprint Area: 2548 ft2 Ground Floor Area:' 2548 ft2 BUILDING ZONE INFORMATION Floor Vent Vent 13VTTE Zone. Area Volume Thermostat Height Area �` Name (ft2) (ft3) Type Type (ft) (ft2) ---------------------------------------------------- ------ ------ _ House 2548 26966 Conditioned CEC_Standard 2'0" r24 i1"�; � $ ED_ OPAQUE SURFACES I Surface Area U-. Insl Tru Sir Construction Type (ft2) value Rval Azm Tit Gns Type Location/Comments . ---------- -------- ---- --- --------------- -------------------------- Zone = House Door 33.3 0.330 0 167 90 Yes 26x68-Wood Outside Door 17.8 0.330 0 257 90 No 28x68-Wood Unconditioned Wall 637.3 0.058 18 167 90 Yes W19.EQ4 Outside Wall 229.2 0.081 1S 257 90 No W 15.2x4..16 Unconditioned Wall 330.5 0.058 18 257 90 Yes W19.EQ4 Outside Wall 24.0 0.058 18 302 90 Yes W19:EQ4 Outside Wall 447.3 0.058.18 347 90 Yes W 19.EQ4 Outside Wall 57.0 0.058 18 -32 90 Yes W 19.EQ4 Outside Wall 423.5 0.058 18 77 90 Yes W 19.EQ4 Outside COMPUTER METHOD SUMMARY Page 2 C-2R Project Title: PAIVA 2548s (BASE CASE) Run: 015 02-Sep-96 OPAQUE SURFACES continued Surface Area U- Insl Tru Sir Construction Type (ft2) value Rval Azm Tit Gns Type Location/Comments 4 ---------- ----- Floor 564.0 -- 0 1-- 180 No Slab 140E Grade Floor 1984.0 -- 01 -- 180 No Slab140C Grade Ceiling 2548.0 0.025 38 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES! ` I Insul Perimeter Length � F2 Insul Depth Type' (ft) Factoy R-val (in) Location/Comments --------------=----------- ----- ------ ---------------------------------- Zone = House C Exposed T0" 0.550 0 0 Unconditioned Covered 19'0" 0.500 • 0 0 Unconditioned Exposed 33'0" 0.900 0 0 Outside Covered 198'0" 0.'720 0 0 Outside FENESTRATION SURFACES Glazing Fenestration Area,.1Tru Open Frame Charactr Name Type (ft2)i Azm Tit Type Type Name Comments -------------- ---- ----- --- ------------------------------ ---------------- Zone = House {{I F11 Wind 19.31,167 90 Slider Metal OPER/std BUTTE C01jnTy F21. Wind 10.0'167 90 Slider Metal OPER/std�{t F22 Wind 10.01167 90 Slider Metal OPER/std "' :'►�" F32 Wind 25.0 167 90 Slider Metal OPER/std F41 Wind 20.0 167 90 Slider Metal OPER/std VED L2 T Wind 4.5 257 90 Slider Metal OPER/std L22 Wind 20.0 257 90 Slider Metal OPER/std L3 I FRCH Wind 20.0 257 90 Fixed WdDr/Div OPER/std L32FRCH Wind 200 257 90 Fixed' WdDr/Div OPER/std L4IFRCH Wind 201 .0 257 90 Fixed WdDr/Div OPER/std L42FRCH Wind 20'.0257 90 Fixed WdDr/Div OPER/std . BL11 Wind 10.0 302 90 Slider Metal OPER/std B 11 Wind 15.0 347 90 Slider Metal OPER/std 1321 Wind 7.5 347 90 Slider Metal OPER/std B3IFRCH - Wind 16.7 347 90 Fixed WdDr/Div OPER/std B32FRCH Wind 16.7 347 90 Fixed WdDr/Div OPER/std B33 Wind 5.8 347 90 Slider Metal OPER/std 1341 Wind 15.0 347 90 Slider Metal OPER/std BRI 1 Wind 16.0132 90 Slider Metal OPER/std BR21 Wind 10.0132 90 Slider Metal OPER/std R11 Wind 12.5 77 90 Slider Metal OPER/std R2IFRCH Wind 26.0 77 90 Fixed WdDr/Div OPER/std R22FRCH Wind 26.0 77 90 Fixed WdDr/Div OPER/std R31 Wind 15.0 177 90 Slider Metal OPER/std R32 Wind 15.0 X77 90 Slider Metal OPER/std R33 Wind 10.0 177 90 Slider Metal OPER/std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: PAIVA 2548s (BASE CASE) Run: 015 02 -Sep -96 GLAZING CHARACTERISTICS Glazing j Charactr Glazing #'of U- SC GIs Interior SC Int Exterior SC Ext Name Type Paries value Only Shade Type Shade Shade Type Shade ------------ --------- -----'----- ---------------- ---------------- ------ OPER/std Clear .2 0.750 0.880 Std Drape 0.780 Bug Screen 0.870 OVERHANGS Fenestration -------------------------- I Above Left Right Name Height Width Depth Glazing Extension Extension F 11 4'10" 4'0" 1 410" 114" 7510" 610" F21 5'0" 210" 216" 14" 64'0" 19'0" F22 5'0" 2'0" 2'6" 1'4" 60'0" 23'0" F32 5'0" 5'0" 18'0" 410" 4410" 1610" F41 510" 4'0" .1 1'6" 110" 216" 216" L21 PC' 3'0" i 1'8" 8'4" 33'0" 29'0" L22 4'0" 5'0" 1'8" 84" 23'0" 370" L3IFRCH 618" 340" 216" 114" 910" 5310" L32FRCH 68" 3 0" 2'6" 14" 60" 5610" L4IFRCH 618" T011 4510" 114" 916" 3516" "'e COUP .,1P.t7VT . f. L42FRCH 618" 310"I 4510" 114" 6'6" 38'6" BL11 510" 2'0" 1,510" 114" 2110" .2210" B11 610" 2'6" 210". 111011 512" 1714" B21 510" 116" 2'6" 114" 3818". 34110" B3 I FRCH 68" 2'6"1 13'6" 1'4" 2216" 5010" B32FRCH 618" 216111 1316" 114" 2010" 5216" B33 112" 510" 13'6" 0'0" 20'0" 50'0" B41 510" 310" 216" 1'4" 3'8" 68'4" M BR4'0" .41011 15'0" 114" 2510" 1910" BR21 5'0" 210" 1510" 114" 2210" 2210" R11 5'0" 2'6" 2'6" 14" 504" 2'10" R2IFRCH 618" 31011, 3810" 114" 4110" 816" R22FRCH 68" 3'0' 38'0" 14" 44'0" 5'6" R31 $10" 310" 1'8" 618" 3716" 710" R32 5'0" 3'0" ''8" 68" 24'6" 20'0" ' R33 510" 210" 1'$" 6'8" 7'2" 38'4" THERMAL MASS I U Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) !Cap ivity Type Rval Location/Comments i -------------- ----- ---- ---- ----------------- ---- ------------------------- Zone = House Slab -Exp 564.0 3.5 28. 0.98 Slab l40E 0.92 Grade Slab -Covered 1984 3.5 28 0.98 Slabl40C 2.92 Grade Tile _ 210.0 1.0 19 1.04 Tile 0 Interior HVAC SYSTEMS System Name System Type Efficiency and R -value -------------- -------------'------------ -----7---- ------------- Zone = House' GasFurn.78 Furnace ( 0.78 AFUE Attic R-4.2 ACsplitl0 Air cond. central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water .' Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- 50GALW/H Standard150W/H Storage gas 1 0.60 50 0 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery 1 Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- --- -------------------- ------ 50W/H 76% I-- 40.00 81JI F �� CpUN7_y CAPREALIAN ENGINEERING P.O. Box 341 t Chico, CA 95927 (916) 891-6886 STRUCTURAL CALCULATIONS FOR: I PIAVA HOUSE AUG - 199j Q�o�.Essro STRUCTURAL CRITERIA: Seismic Zone Basic Wind Speed- m.p.h. (Example B, Method ;�� Concrete fc - Z Sb O P.S.I. Reinforcing Steel - Grade y Q Masonry: Grade Solid Grouted yes/no Structural Steel: Grade Yield: k.s.i. REFERENCES: 1. 1994 Uniform Building,Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5: Concrete Masonry Design Manual, 5th Ed. 6. Structural Engineering Handbook, Gaylord b Gaylord, 2nd. Ed. fi Eli' WE 12-31-9 ABBREVIATIONS: 0. T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate C.F. - Good For N -S— North-South E -W - East-West E.W. - Each Way TAIB. - Tributary -17 . 13UT T -E COUNTy BUlf- DI STMEN7 r'OVED • JOB SHEET NO. 2 — OF _ CAPREALIAN ENGINEERING AAUG 2 8 1996 P. 0. Box 341 CALCULATED ev GATE CHICO, CALIFORNIA 95927 CHECKED BY - DATE (916) 891-6886 ' SCALE . - . ..... ASSUMPTIONS AND DESIGN DATA Type of Structure 000004 r,�'a&-*tP Roof Pitch G • �L Loads in Vft2. Dead Load Total D.L. Live Load TOTAL Roof: (/ /e /Z 9 G..yP'6D =.1. o /6 3 8 s/8 „ply /. A. 'M Tr�sseS 4.4 ?z 1st Floor-: MICHAEL ALLEN 2nd Floor: cc CAP(iEEALIAN Balconies/ f CAt% Decks: U.P DATE 12-31- 9 Walls: S�l4tc6 /� r �i�sL /• �/ x �" r Other: G.S. h N FXp p Wind Zone 75"_ m.p.h. Max. Ht..23t5�_ ft. Ce= . 72 CC /.3 qs= IV, I= ( Wind Pressure (example B, method 2)= !3 6 ps.f. Earthquake Loading= ZI C W= dy Where Z=� _ I= C Z•�S W=Weight of building causing force in member Basic Soil Pressure /S-60 #/ft2 + /5-6 #/ft2/ft depth below l' beneath original groun or finish graa e� Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = p.s.f:/ft of depth. Equivalent fluid density= #/ft (Min. Density = 30 #/ft2) Skin friction= (but not more than .5 x D.L.) �, V a eb A Is A I n CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 SHEET NO. OF CALCULATED 9y 4:1• e, DATE G 2 8 1 96 CHECKED BY SCALE <` " DATE . (y..y?..x.._.+ PR=20" J Ifx. GMM Mm 01471. a CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. OF CALCULATED BY 1 ~` DATE J U L 1 21996 CHECKED BY DATE SCALE PROW NTLI ®IK. Gan Mm 01411, JOB CAPREALIAN ENGINEERING P. 0. Box 341 SHEET NO. OF CHICO, CALIFORNIA. 95927 CALCULATED BY �' DATA U L 1 21996 (916) 891-6886 CHECKED BY DATE SCALE PROD 0241 � Int. C,omn, M. 01471. PROOU,TIOLI L—'V—E=N§ Im. CeaW. Mm 01/71. JOB ' CAPREALIAN ENGINEERING 77 P. 0. Box 341 - CHICO, CALIFORNIA 95927 SHEET NO. OF G l CALCULATED BYDATEE (916) 891.6886 CHECKED BY DATE SCALE PROOU,TIOLI L—'V—E=N§ Im. CeaW. Mm 01/71. JOB CAPREALIAN ENGINEERING o P. 0. BOX 341 SHEET NO. 9 OF 9 CHICO, CALIFORNIA 95927 CALCULATED BY �.� DATE (916) 891.6886 CHECKED BY DATE SCALE as WMI L;�iK. Uakn ws mai. a coo, , CAPREALIAN ENGINEERING P. 0. Box 341 CH|CO.CALIFORNIA 95g27 (916) 891-6886 SHEET NO. CHECKED BY OF ...... .................... - ___. ....... . _ _ ' - __ -- ^_-__... AA)). . �� --- ^�_- -- _ _ ^_.- - - '__ -_ 8a e / 02 /000 Iviv UP DATE 12-U-79 ...... .................... - ___. ....... . _ _ ' - __ -- ^_-__... AA)). . �� --- ^�_- -- _ _ ^_.- - - '__ -_ / Iviv UP DATE 12-U-79 ...... .................... - ___. ....... . _ _ ' - __ -- ^_-__... AA)). . �� --- ^�_- -- _ _ ^_.- - - '__ -_ CAPREALIAN ENGINEERING P. 0. Box 341 • CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. Xg Of CALCULATED BY ` OAT' CHECKED BY SCALE DATE PROO V MI = Im. G.M. Ms 0101. CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. 3 OF 4^yc� CALCULATED BY - • C� DATE ll -1219% +1 2 19% CHECKED BY JI:ALt 32S� �T DATE PROd1Cf mi ® Ix. G,.w, , Ym 01471. JOB CAPREALIAN ENGINEERING P. 0. Box 341 SHEET NO. OF CHICO, CALIFORNIA 95927 CALCULATED BY a DATEJUL 12 1996 (916) 891.6886 CHECKED BY DATE SCALE PROMU MI ®ix. cam. Mm 01471. CAPREALIAN ENGINEERING P. 0. Box 341 1 CHICO, CALIFORNIA 95927 (916) 891-6886 ' SHEET NO./ OF CALCULATED BY DATE lilt CHECKED BY SCALE DATE .. .... .. . . .. ....... * ... . ....... A, ............ .... ........... . . ... . .... ........................... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROCW204.1 ®fm. GmM AUn 01471. CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA. 95927 (916) 891-6886 JOB SHEET NO. OFift CALCULATED BY 40 DATE CHECKED BY DATE SCALE P our 20N � IK. Gmtm. M.. 01111. CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. OF P�lJUL 12 M6 CALCULATED By A 4 < DATE CHECKED BY SCALE DATE _......................._.... _....... ...... ................. .._...... ...... . ..................... ....... j..:................. .a _e.�...:......... ..sa ,�^^.�. ac s.......... ...... ............... ......................4 S F. PROOUL7Ml ®lx. Gmb, Mm 01411. • CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. /�OF 6 CALCULATED BY 41' � DATEA�6 2 CHECKED BY SC DATE PROW 204-1® hc. QOM Ma 01471. "I • CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. 10 OF CALCULATED BY 1,*_A e-, OATEAUG 2 8 1996 CHECKED BY SC DATE ..... . . . . ..................... . ee. . ....... ..... .... .. - ------ . .. ... ....... .... I .......... .. . ...... ... 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A .......... / # ..... .. ...... . ............... ............. ..... ....... . 25 ..... ....... ..... . ... ... ....... ...... .. .. .......... ... . ... .............. q . .......... . X " .. ..... .. .. ....... .... ..... ....�aNe. .... ........ ....... .. ... .. .. .... ..... F PMC20CI �lm. GMM. M. 01471. It CAPREALIAN ENGINEERING P. 0. Box 341 SHEET NO. OF CHICO, CALIFORNIA 95927 CALCULATED BY Q DATE _s�i+r� S 1996 (916) 891.6886 CHECKED BY DATE SCALE ...... 41 h. - ._ e C- C .. ,U_....... .� PROCWM&t Gmtm. Mm OWL ............ UP OAT 12-31. 9 C7 CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891.6886 JOB SHEET NO. OF A CALCULATED BY � DATEAUG 28 19^y/y� 96 CHECKED BY SCALE DATE PROOIV MI J® Int, &-ft. Mm 01471. e, CAPREALIAN ENGINEERING P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 JOB SHEET NO. OF ' W� CALCULATED BY Q DATE CHECKED BY DATE SCALE PROW Ml LV=Eg� inc. GmtM. Mm OINI. CHICO UNIFIED SCHOOL DISTRICT 1163 EAST SEVENTH STREET CHICO, CALIFORNIA 95928-5999 (916)891-3006 August 28, 1989 Butte County Building Department Attn: Jim Glander 7 County Center Drive Oroville, CA 95965 Dear Jim: David Cooper has decided not to build as planned on Carol Lee Court, AP# 40-40-22,23. We will be refunding the school fees which he paid to us on 8/4/89. Please update your records accordingly. Sincerely, Scott Jones Accounting & Purchasing Supervisor SJ:ic 54-17 eoun4 at a�r.�b.i'.l e OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: David Cooper ADDRESS: 1018 Greenich Dr. CITY & STATE: Chico, CA 95926 IMPORTANT: September 25, 1989 SEE INSTRUCTIONS DATE OF CLAIM: p ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING cnnnc na CFAVII'Re DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY)AMOUNT Owner has decided not to construct on this property (A.P. #40-04-61) Recei t 41675 dated 8/4/89, Chico Urban Area fees. TOTAL FEES PAID ---------------------------- $1,331.00 TOTAL REFUND DUE ----------------------------------------- $1,331.00 $1331.00 i TOTAL $1331.00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this !............. day of .: 19 et.C�.�.�1........ calif.l �ILC�:.y�•••"•�U.` .............. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation or Specific Board Approval O (Check one) [o ea Dated this 25th day of S�.pt 1989 at Or•OV1Il.e Cellf. ' .............................. c /.,._ ._-1„ Lf .... peKment Head or Authorized Dep Dept. Ex Code ,,,,,,,,,,,1QQ1,,,,,,,,,,,,, Code F-1261 PAYABLE FROM C Street Improvement Fees FUND �— .............................................................................. DO NOT WRITE BELOW THIS LINE = AUDITOR'S USE ONLY DEPT. & SUB. PROJ. -SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. emtnf* 4 9afte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: David Cooper ADDRESS: 15 Carol Lee Ct CITY & STATE: Chico, CA IMPORTANT: 9/11/89 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR - SERVICES DATE I DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT Owner has decided not to do work. Building Permit #2562-89B,P,E,M, Receipt 41675 dated 8/4/89, AP# 40-04-61. Total fees paid--- ----------------------------------- $921.78 Retain building permit filing fee-----------$ 10.00 Retain plumbing permit filing fee----------- 10.00 Retain electrical permit filing fee--------- 10.00 Retain mechanical permit filing fee--------- 10.00 Retain plan checking ee-------------------- .222.75 Retain energy plan checking fee------------- 15.00 lotal amount retained -------------- ---------------- 277.75 ._ TOTAL. REFUND DUE---------------------------------- $644.03 TOTAL I $644 03 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or Delivered, and that this claim is true and correct as stated. ._• .! - / Dated this .............. y.....:.,........ day of .....-f.JS........... 19 :a /, et ,Ci!1t...1 i ..: Calif. �1 f �J ......... .: �.t C.1...... ...�:L...r....... Signature of Claimant 7 I, the undersigned, hereby certify that, to the best of my knowledge, the service$ gr; articles specified above havr I e been pe o e or der livered and that there is a Budget Appropriation❑ or Specific Board Approval (Checkone) for�te sam12th � Dated this .................................... day of ....SeP.t............. Ig.89 atOroville... Calif. ... �.................. Department Head or Au 4ed Deputy I p Q QQ2 Code 4210500 PAYABLE FROM Const. Permits Code..........�?�?..-. ................ E................................................................................................................................... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. 8 SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. CUe ate- ,�,�� a � � � COUNTY OF BUTTE - DEPAR-T-h1ENT OF PUBLIC WORKS ° 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERIT NO. ASSESSOR PARCEL NUMBER ZONING J BUILDING PERMIT OWNER TELEPHONE 3y�_2S3o SQ.FT. OCC. BUILDING VALUATION 2 p _y OWNER'S MAILING ADDRESS Tole 4R C ` ' 3 g CO:SRACTOR'S `AME �EL pPONE '�l,b� /jO C CONTRACTOR'S MAILING ADDRESS O- 3 b JR 2 -7 - © 4 Fireplace ' 0'1000 CONSTTION LENDER ut -Zo� n4-3 UNKNOWN Total Valuation $ 1 01Y 7311a, Q LENDER'S MAILING ADDRESS Filing'Fee $ 10.00 Permit Fee $ 5,470 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 1 Y. WM ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 15 Cdrdl �e� Permit fee = ��� PLUMBING PERMIT Filing Fee 10.00 Each Trap /3 2,00 Z6• o0 tj P F g„( }i/Z Solar or heat pump water heater 20.00 LOT. SUBDIVISION NAME PARCEL MAP A-Aff �l • A3 �/ % Water piping 5,00 S- 00 Each qas water heater or vent ?s 5,00 S co USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer --5,00 5.00 Mobile Home S I G I W O.00ea TYPE OF WORK New�yrAddition ❑ Remodel[-] Utilities[] Installation❑ Other ❑ Describe work: 3B2 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 10,400 Main service EA. ADD'L 100 AMP 2.50 1L. 5,0 CONTRACTORS LICENSE LAW I declare under penalty of (check p y perjury Y (econe): rK I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in orce and effect. License No.. J�� ��` Classification f f ❑1 as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8jena7 OR ADDNS. AGC. BLDGS. /4sgit NEW CONSTR TI -OUTLET 2.50 ea NON.R ESI. BRANCH CIRC ITS POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eA 030 EX. Occup. OUTLETS FIXED p(RESID.)REA.) 2.00 Temporary service 10.00 /0-00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �j 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 60O0� I (,CD d��L /off Cooling y cV J Hood 3.00 3.00 Ventilation 300 3-0� Perm it Fee $ 33.00 Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again said County in consequence of Ae granting of this permit. Xc--�� Date Signature of Applicant — Owner ❑ Contractor 2 Agent ® An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 3�, ao TOTAL PERMIT FEE $ yZ�� oCP. GU P. C2 CON ST.TYPE ^� SCHOOL Rio O PARC PD HD I39UE This permit is hereby issued under sions of the Butte County Code and/or work Indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date / Receipt No. / / 46 WHITE-D.P.W.. YELLOW-ASSE330101. PINK -INSPECTOR. GOLDENROD -APPLICANT y.,�,.• •rM>dr'n .y �`4Sy'aia1.-.. .. r :.. 'ti'ti��r.. , �. ..i- .. .- T:Y•�••�'•r,'^rw-,:li�r+.-..y. ._...y :. r• . ! A i . , COUNTY OF BUTTE - DEPARTMENT`OF PUBLIC WORKS - BUILDING DIVISION r t. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 E PERMIT APPLICATION DATA SHEET jj���� �"' Permit No. �tfl OWNER ✓�.y0 C_;6)0eA--- A. P. No. 410-0.10— 2X..23 Proposed Building Use ��"� 5� Mit Building Inspector C51./ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .. ___7. Engineered truss details and layout in duplicate (required prior to plan check) - 8. Mobilehome installation data including manufacturer's installation instructions .......... .... .. . Rte•. !tr. 7 c F. f-� y 9. Fees of $ 1.0. Chico Urban Area fees paid l/!Q��1 ���� �-✓ 1. Park fees paid ............................'.':. ' ........ .c� 2.d�/�� School District fees paid ................. YIL 13. Sanitation approval from ��� �-� Z 102 Health Department ... — 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) r 16. Planning approval for (A) Use: (B)' Parking: , 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy)O!� U j!L#_ 19. Pre -Inspection for required Bu -Insec.request lstto eo� ((Date) _ 20. Contractor's license information (No.,,Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ Recorded copy of Agricultural Acknowledgment Statement ............ 2. Letter f signature authorization a ...... . 5 6. When you issue the permit, process as follows: Mail to owner.�Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant ���_ _�.-� Date cr Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new/item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer own , was advised of above required data by_phone--nail_counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l_counter by date Plans checked by D(J'L Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance „ La ,. ower Location AP# Plan Approved for: Sewage Disposal Water Supply`— Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mob4.l-e home. Other 4 NOTE *** Date Sanitar an J 1 � r L r r 0 P AIC F 4s LONGFELLOW ROOF TRUSS DEPT. THE COMPLETE ENGINEERED ROOF SYSTEM FOR THE 80-'S (916) 8.93=0112 I - N N (916) 8.93=0112 •.n . . ,� � ) ' p r t '` 1 { , �. � < � � � '� + � + i ♦ tt. f 4 ,� s � I • � � r ,� r � � • I e,b � .��� t t •• t.. i �'�. Y . - #� ,� i r r t � • , • .. i r• f � j'j F .� � � t.� .. ! - • � ♦ 1 .. � � � s`, � f � . `. � i � � y t s . .' - � � .. j Y. � r ' � � i � � � . s � � � � !, j y � 1 L . • ; � � j E t_.. } __ .. ... . _ .. .. .. _ _ _ ,. _ . , .. ..... _ ._ j _ .� �w...r►.-_ `.! >r7,ui/ saM�tlnF'� v(... !►rr.O.ri•...... � .eTwJ.��'_� Mn!�lOi.� rw'� .. `r'. �. �Alk 3,025, 9 STAMM JACK DCTAIL Spacit>Iq s 241 O.C. Max. IDeflection Criteria: Rafter slopes <4:12 Rafter alapas 3 4:12 cailio9 joint = L/240 = L/240 2X4 standird 1W required 3f raaft�ertnot ---i t at this end I'l Ceiling Joist -•-� 1.5X3 1.5X3 Rafter 2X4 leas. Clear Sparc Rafter Slope 4 4:12 Rafter Slope % 4:12 but 57:12 Ceiling Joist Live Toad M 20 20 20 20 16 16 20 20 10 10 Dead Load M 7 10 14 15 7 15 10 15 5 10 Duration Factor =. 254 254 254 254 25% 254 154 154 1.00 1.00 S LM GRADE MX,1 CLIA RAO - - - - _ 2X4 COAST FL 5-9-0 - 5-4-0 5-0-0 4-11-0 1 6-1-0 5-1-0 5-1-0 4-9-0 2X4 92 FL 7-2-0 6-11-0 6-8-0 6-7-0 9-4-0 7-6-0 7-6-0 6-11-0 2X4 01 FL 7-4-0 7-1-01 6-9-0 6-9-0 8-6-0 7-8-0 7-9-0 7-5-0 2X4 SS FL 7-4-0 7-1-0 6-9-0 6-9-0 8-6-0 7-8-0 7-9-0 7-5-0 2X6 02 FL 11-4-0 10-11-0 10-4-0,10-4-0, 13-0-0 11-3-0 11-0-0 10-1-0 2X6 !1 FL 11-6-0 11-1-0 1"-0 1 10-6-0 13-4-0 12-1-0 12-0-0 11-1-0 2X6 SS FL 11-6-0 11-1-0 10-8-0110-6-0 1 113-4-0112-1-01-12-0-0 11-1-0 It i9 the responsibility of the building designer and truss - - fabricator to raviev this d ow ng prior to cutting lumber to =reri:`y that all data, including dimensions and loads, conform La the arc pita Zural plana /specifications and fabricator's tri:ss layout. JJALPI _ ROPC 1TA1R: ALAE EMTiMLfxM IIIDOL=& SQ- SNtlu NOT MLi IIMErOIEMLS roll ANY DEVIATION FROM THESE S/fO WAYMM OII ANY 09 ATtON FROM TNM DESON Olt MM FMAM TO MAD THE TOME M O090`01rMICE MIRK THE -OUM,TI' Cott OL MANUAL- N TPL N1ME OORSIECTOI=AME YMM PAMMUD ON = SA4"MOALVAMM STEEL U LEE O'p IKSHONK MEMO IMOLMIGME M OF ASTM AYE GRIM A APPLY CORSMOIOIM TO MOTH /ACES AT EACH JOINT AIM LOCATE AS MONK 21000 MOO AM r NORMAL U LM OTIM1MM55 MIOm OSMMII STAIMAAOS COI/OIMI �AST51OdSQA/S:Ti TONAL SPECIAL /!O T mLoa! II VATH POOPO LT ATVA=M TRIO. MOTTON QRblb Olt MRACMQ AS NOW NOT UNE TWO 0111ItM TMEAT® YMMM yIECIPICrnTtOM /01I MITDOO NOulllS OTIMN AIM ,.: •.:;,t. 6-9-015-10-0 8-9-0 7-11-01 8-10-0 8-1-0 8-100 8-1-0 13-9-0 12-0-0 14-0-0 12-9-C 14-0-0 12-9-0 M � ►``'Y�°`ties 3,025;597 ra c amw DATE: 10/16/87 `a 1 DRAWN BY. MB r or TYM: JACK DETAIL ��� .. ..., • ,, t •. f' , \ � � a i 1 . r , . t ^ ^. , f _ � r .� s i � 1 S � - i ♦ � • > . � .' d 5 � � . t �� � A � i � � . �� S . •` i 't� _ `. F � .. � r T � � � � � �� � - . �' � � r . , 5 �' i ; is i � ! - .. � � � � � 4 � �. � _ . j e Y • � i '� r r d ti � _ y � ` ,� � r � „ ! 4 i s i i �y '• A, _ � � t � t: ! � ��� .+� < .�'' �Y.k � � f .{ 1 • t � 5 � , � [ .•o•,.. _ ..-'l++a'.�.! yww•v+.:% •_..t.- 1R1,e,iea+%. .r.. V --.�wy..ye. .y +!wr�o..�.vw/117.�I•rsR� '.""'► - ^""" `►- �1. ' 3,025, 9 - 9TADXam JACK amn S�wc7iig 240 O.C. Max. Deflection Criteria: - Rafter slopes < 4:12 s L/240 1.5X3 Rafter lopes 3 4.12 LAW 2764 standard. HF �g joist s L/240 required if -� Rafter rafter mot -61 supported at Oak and. Ceiling 3pist 2744 1,5X3 Mas. Clear Span Rafter Slope < 4:12 Rafter Slope >4:12 but << 7:12 Ceiling Joist Live Load = 20 20 20 20 16 16 20 20 10 10 Dead Load 7 10 14 15 7 15- 10 15 5 10 Duration Factor =. 254 254 254 254 25% 258 154 154 1.00 1.00 W, x CLAM PAN - SLZE GRADE 2X4 COkST FL 5-3-8 5-4-0 5-0-0 4-11-0 6-1-0 5-1-0 5-1-0 4-9-0 6-9-0 `•-10-0 2X4 02 FL 7-2-0 6-11-0 6-8-0 6-7-0 8-4-0 7-6-0 7-6-0 6-11-0 8-9-0 7-11-0 ° 274 01 FL 7.4-0 7-1-0 6-9-0 6-9-0 9-6-0 7-8-0 7 9-0 7-5-0 8-10-0 8-1-0. "} 2X4 SS FL 7-4-0 7-1-0 6-9-0 6-9-0 8-6-0 7-6-0 7-9-0 7-5-0 8-16-0 8-1-0 2X6 02 FL 11-4-0 10-11-0 10-6-0 10-4-0 13-0-0 11-3-0 11-0-0 10-1-0 - 13-9-0 12-0-0 ' 2X6 01 FL 11-6-0 11-1-0 10-8-0110-6-0 13-4-0 12-1-0 12-0-0 11-1-0 14-0-0 12-9-0 r 2X6 SS FL 11-6-0 11-1-0 10-8-0110-6-01 13-4-0 12-1-0 12-" 111-1-0 t 14-0-0112-9-0 ' it is -the raepcnaiti lity of tti -truss fabricator to review this drawing prior to cutting lumber to verify that all data including dimensions and loads, conform to the architectural .-ns/specifications and fabricator's truss layout. ' �Q• T11UI&SES "QUIRE t AIAE EMOMEEl� Pmem Cm PC-� M. - so" MW RE A�'Omi f0111Wr GEVUTIOM BION THESE SEE '6Wi-7!' AGO• > PRIM"G ITOMr 011 Awe GEmTIow rIION TMi OE9 OR AM& CON AI IiCOW1E6- . F&AAM To YD THE TM1EE N COIiO1rM10E M1w THE1E — �( r:�A -OUMM OOHiHOI 1WIIMl- N TR A►J'wE COHr&MRSAREI s�ECIAC h �` t3,025,597 tlNrsACTUAND RON = M M oALVAH� XnW UMLMINI(MTiMa�OlI�D11GwTtMorn MEMO 1IEOLOMMMM Or M u "aORD &MAU- E LATIMALY WIMCM MQWPLVW 00MA- Mu C 0�2 DATE: 10/16/87 SNOW A A/RY oomm@W10RR TO GOTw FOAM AT EECw JOWIommYxT Me UJ AM M OIO LL SAO IRm"m AM r Mo1mNlOOTTOM OOW Wm � CULINGSTINAM"m OOHEOREIcma M ammm-On Ommm G0TA�M/Cia�u 1w1�r�lrr DRAW BY: MB TIMwstEssn�t�+t TDs-�ATIOMRLOdo<11/!<.7U�Trai1011w000 '!'YPS: JACK D�TF�L U 101A rraenwirh DriVe Chico, CA 95926 September 6, 1989 Butte County Building Inspection 196 -Memorial Way Chico, CA 95926 RE: AP '040-040-022,023 . i L-1 Dear Sirs: We wish to withdrew our application for a building permit for Lot 4, Watkins Subdivision, addressed as 15 Carol Lee Court. The fact that the property is located in a flood zone was not fully disclosed to us, and would entail more delay and expense in building than we had anticipated. Please refund the fees paid. We understand that a portion is withheld for services performed by the planning department. Our intent is to seek a refund on fees paid to CARD and CUSD. We intenito retain the well and septic permits to transfer to the new owner of the lot. Sincerely, pah'v-�-� wc't7� Patricia L. Cooper P_41 00 - CUA as 5-D=- OAVCO BUSINESS FORMS • (916) 743-6511 r r 5` < ..c:; • cr,�^ 2•.5 ;!�..r.t,�' ' _a?a ti; -�r?yif ds�, ";,v'.' i�r r, ;o , „;? *.�t;•r,�z^a3r,�f?t c` ,,.4 °" •'y; CL �i- S • k elli. RESIDENTIAL PLAN CHECKING GUIDE LOOKIOUT FOR (CONT'D) 5/89 Exterior plaster - weepIscreeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). ,6" -Roof covering type (fire hazard). Rafter ties or bearing.ridge beam.. X --Garage door or porch header sizes. dequate .bracing. 0. Living area over garagel- complete 1 -hour separation required on garage side )A. Tweluding supporting walls and posts, etc. o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). j�2Attic access and ventilation (Sec. 3205). ]Underfloor access and ventilation (Sec. 2516). Combustion Fair for'fuel burning appliances. Noise requirements on duplexes. 1�Adobe soils -.special foundation design. Detaining walls requiring design. J,8nusual shape, size, .orlsplit level house requiring lateral design. 49. Flashing at all exterior openings. 2, PLe4, rs CeTTE-P- i s 2 a f-LI)OF FQAV%`i N M f 9' t{j P SAGK E- S, 25 AkA;-keQD M9 El 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER �A✓( p C)) P�-:R A.P. # AFD -04 GENERAL Zoning requirements: (.sideyards and number of permitted living units). Valuation. Plans signed by designer. 4. Energy Design and Compliance. �S. Existing violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. ?"'Setbacks, sideyards, easements, etc. 3,." -Other buildings or structures. Grading, fills, drainage. 5 Flood hazard. ,6.Special conditions on creation map or compliance document. >.--'FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. ;".'-Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec.'5207). / Human impact glass (Sec. 5406). L' Required room sizes, ceiling heights (Sec.'1207). ��FCIs in baths, garage, and exterior outlets (Article 210-8). .Light fixtures, switches, receptacles, and exterior receptacles for maintenance /of mechanical equipment. 4. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. 0Garage firewall, door size, and closer (Sec. 503(d)(3)). f1 - 3`0" exterior exit door (Sec. 3304(e))• Fireplace and wood stove location, alcoves, and clearance. -. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS �Y /Foundation plan complete enough to construct building. .Foundation construction details complete enough to construct building. 3: Elevations and wall construction details complete enough to construct building. -Roof construction details complete enough to construct building. .5/ Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR /Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardrail details (Sec. 1711 & 3306(j)). -5. Brick or stone veneer (Chapter 30). BUTTE COUNY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s) Y(o ` /O - ?_J J 23 Property Owner ///le/,/0 Project Location/Address L -'o f ( 'if/alto L. L e -e-- Vr co , Subdivision Residential Development: (check one) New Development Mobilehome(s) Total Number of Dwelling Units Comment: Lot Number(s) Alteration/Addition Non -Residential to Residential BuildgitgDepartment Representative J6ate w�rw�r,��r��r�r�r�rw�r�r�r�r�r�r�rw�r�r�r,r�r�r�r�r�r�r,r�r�c�rw�rww,r�r�r�r�r�r�r�r,��r�rw�r�r�r�r�c�r�r�r�r�r�r,r�r�r�r�rw�r,r,r�r�c��r Chico Area Recreation and Park District(CARD) certifies that bIAN V p COrt Applicant Name t o L� G&6VJvi (C-4 Street Address) C City) State 3�7rZS-3i (Phone Number q.S 2(9 Zip Code) has complied with the requirements of Butte Co. Resolution No. 89-081 by payment for dwelling units @ $722 for total payment of $ 7 ZZ CARD Re resentative Date PAID BY CHECK NO.- BANK N0. go_3,�O4 PAID BY CASH RECEIPT NO. park.fee (7/89) t REMARKS: 9 -.4-�iurn I.o DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGIEMEN'I .�` FOR RESIDENT[AL DEVFLOPMF,NT SecLi.on 26-8.1 of the BuLLe County Code. requires Lhis acknowledgement be recorded prior to .issuance of a building permit. 111I1e property described herein is adjacent U6 .� 8 1989 Lo land or included within an area zoned for agr-ic.u].Lural purposes, and r.esidenLs of Lhis property may be subject to incon- veniences or discomfort arising from the -''--- use of agricultural chemicals, i.nclud_ing, 89-031319 but not, limited to herbicides, .pesticides, and LerL.i..l.Jzers; and from- the pursuit of agr.iculLural operations including, . lint noL limited to cultivation, plowing, spraying; pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has esLabl ishc•d ;I,;ric-nl t. Ur zones which have as a priority use for productive agricu.ltUraI purposes,. ;Ind re. ;idc•nl wi'Lhin said zones' and on adjacent property should be prepared to accept .vuc-h 'i nr��nvrn i c nc or d:isconform .from normal, necessary farm operations. All. that real property situate in the County of Butte, State: of: Ca.l .i fora ia, dc•sc•r i hc•d ;Is fol.lows : Date: ,-17 -2 c� PROPERTY OWNERS: Slate of �_.a,.Ct %'%��Ci`, On this the J da of . c \ —LL Y A(xGrLkST 1)q, hc•fore nu•, SS. the undersigned Notary Public, personally appeared County of W r r t o L OOCk� cr" e Personally known to me. 12Kf1roved to me on the basis L. (VCritlllOYLE a of satisfactory evidence. Ie -� NOTARY PUBLICrCALIFORNIA tbe the person(s) whose name(s) ► S ButtoCounty sibscri.bed to the within instrument and knowled ed LlIaL Shy.... • My Commission Expires Oct 3,1989 acg e4ecuted the same for the purposes therein contained. IN WITNESS 006" HEREOF, I hereunto set my hand and official seal. Present A.P. No. C)4[C}..-(DLJ( Notary Public SCHEDULE C. The land referred to herein is described.as follows: Order No. 2-146382 All that certain real property situate in the County of Butte, State of California, described as'follows: PARCEL- I: Lot 4 as shown on that certain Map entitled, "WATKINS SUBDIVISION", which. Map'was filed in the'Offi.ce of the Recorder of the County-of'Butte, State.. of California, on April 27, 1989, in Book 116 of Maps, at pages 3, 4, and. 5.. RESERVING THEREFROM an easement 60 feet in width for Road and Public utilities purposes as shown on the Map referred to herein. ALSO RESERVING THEREFROM an easement.for drainage purposes as shown on the Map.referred to herein. Said easements to be for the benefit of and appurtenant to the remaining. land of the.Grantor herein and shall inure to the benefit of and may be used by all persons who may hereafter become the owners of any parts or portions of said appurtenant.land. PARCEL II:. Easement 60 feet in width for Road and Public utilities purposes as shown on that certain Map entitled, "WATKINS SUBDIVISION", which Map was filed in the Office of the Recorder of the County of Butte; State of California, on - April 27, 1989., in Book 116 of.Maps, at pages 3, 4, and 5. p Comp..' t: Ex. _ ' . BUTTE COUNTY SCHOOLS�DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) r A.P. Number "IQ./rE�`!i�- 22,Z� Building Department No. School District City F-1 County ® Jurisdiction r Property Owner f.^d/ , ' Project Location/Address Subdivision 9J to rt- �'% C,6tr� o / Le e- G r- Gti Residential Development: a # of Living MHI Units Lot Number - Sq ' umber - Sq. Footage Z%,36 Addition (Group R) Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Bu=i4nding Department Representative Date (Floor Plans -reviewed by School District Personnel) District Id No. 0, 9 School District certifies that (Lr I ��r-WA (Applicant Name) (Phone Number) V(Str'eet Address) (City). (State) (Zip Code) has complied with the requirements ofl Resolution No.,-,) b the payment of / y p y $ � representing � ,� square feet. School District Representative ' D"ate PAID BY CHECK NO. , � BANK NO REMARKS: r PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) Q . - �� ..... ..+^. ., r ;"Y7'L`- �:Yti • .,7F:tv.. y+rco r h.a•F.y'--rz,. -+�i%.�.'.`*•l�'v�....'r...,.. _-,r•v �.^ . ., .r :rr�y..r.•i ... r�, 1-.�.-. � . * w+•. r .yr:... . BUTTE COUNY PARKS DEVELOPMENT -FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT .Assessor Parcel Number (s) yeo -0`/(�0 - Z-2, 23 y Property Owner 1,4AOLhb (f -11 CW4_1-- Project Location/Address Lam/` l C"'KO L Subdivision Lot Number(s) Residential Development: (check one)- New Development - Alteration/Addition �. Mobilehome(s) _Non -Residential to Residential -- •-- — Total -Number-of Dwelling Units Comment:. Bui .. g Department.Representative Zate i w�rw�r,��r�r�r�r��r�rx�r,r�r>tc�r�r�r�r�r�r�r�r,�*�c�r�r�r�rw�rw�rw**>tr��r�rw�r�r�r�r�r�r*>�r�r�c�r�rw�r�r�r�r�c�r�r�c�rw�r�r�r�r�r�r>tr Chico Area,,Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) (Street Address) CLu'(Lo (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 89-081 by ;payment for dwelling units @ $722 for total payment'of $ 2, =c- a q`�� CARD Re resentative Date PAID BY CHECK NO. REMARKS: BANK N0. 10_3-',0"T - PAID BY CASH RECEIPT NO. �t_ 9 ZO'K park.fee ()/89) 0 c000v,i orlorom DEVT. OF ku WJG . . glsaj 1. Ceiling Insulation F2 factor 0.90 Number of stories -0 -1 R -value One Two Three R-0 -103 -49 . -32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value -24 .10 4 0.50 -176 v -84 -54 0.30 -102 -49 -02 0.10 -26 -13 -8 0.08 -18 -9 -6 O.C6 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 5 13 27 Single- Single - -9 -2 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -40 ' -11 -4 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10- 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 17 -23 Insulation in Floor 8 12 Number of stories - 16 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -12 4 8 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 .1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 Number of stories 2 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 Slab Edge Insulation 1 0.80 7.33 8 7 •- Number of Stories 4 R -value One Two Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -0 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total SCORE CARD SC Interior Slab Floor U -value %Glass Percent East South .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 .4 4 12 29 -58 -20 -12 -3 5 - 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 ' -11 -4 2 8 15 22 -37 .9 -3 3 9 15 21 -04 .7 -2 4 10 15 20 -01 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 .9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effective Percent Glass (perseat glass x SC) Effective SCORE CARD SC Interior Slab Floor Raised Floor %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 7.0 6 9 11 13 13 �!. Shading (Shade Closed) 7.5 6 10 Effective Percent Glass 14 14 (percent Stals x SC) 11 13 Effective 14 8.5 7 10 12 13 14 %Glau North Eau South West SsAhi 18 -14 -8 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 .23 -31 -29 .74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 .23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na . not allowed 3 3 3 2 2 1 9. Interior Thermal Mass SCORE CARD SC Interior Slab Floor Raised Floor Mass Stories SEER Stories 2200 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 .1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 •1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 .2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 . 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass -4 Exterior Single- Single - -3 -2 Wall Family Family Mint Mass Detached Attached Family 0.00 0 0 0 3 0.20 3 2 1 7 0.40 5 4 3 13 0.60 8 6 4 23 19 0.80 10 8 5 " 1.00 13 10 7 13.0 1.20 13 12 8 10 1.40 12 13 9 3 1.60 10 13 11 3 1.80 10 12 12 Stories 200 10 11 13 4.7 11. Heating System -5 -4 -4 -3 -2 SE or HSPF 3 3 2 (assumes ducts In attic) -2 1 -9 Sum of 1.6 Solar 2 1 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 •5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 POU Effective SE or HSPF 0 (SE or HSPF x duct eMciency) . Effective -25 or -24 to -1410 -4 to +6 to 16 or SE HSPF less •15 -5 +5 +15 more -10 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 it 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 1.6 System Type 22 2.5 27 2.9 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst.:m Single -Family Detached and Attached SCORE CARD SC Unit Size (so ,a Water Measures 1199 SEER 1700 2200 2700 • (assumei ducts In attic) r to to or Stm of 7-10 Type less 1699 -25 or. -24 to -14 to -410 +6 to 16 or SEER less -15 5 +5 +15 more' 8.0 .14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 - 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 " 6 -7 .6 Effective SEER None -5 -3 (SEER xdud efflclency) -2 -2 1 Sem of 7-10 7 5 4 Effective -25 or -24 to -1410 41o. +6b 16 or SEER less -15 5 +5 ' +15 more 5.0 -30 -25 -21 -17 -13 .9 6.0 -12 -11. .9 -7 5 -4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 - 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 14 Zonal Control Adjustment 4 3 10 8 7 6 4 3 2 No Cooling System Installed 3.2 WSB Stories 4 3 2 2 4.7 One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 -2 1 Single -Family Detached and Attached .. Interior Mass/CFA 7 n►c : MASS SCORE CARD SC Unit Size (so ,a Water Measures 1199 1200 1700 2200 2700 Heater (credit or - to to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 D6 L WSB 5 3 3 2 2 '15% POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 90% Solar -1 .1 .1 0 0 06 HWR -18 -12 -9 -7 -6 2.1 WSB -25 -16 -12 -10 -8 3.8 POU_ -18 -12 -9 -7 .6 IG None -5 -3 .2 -2 -2 1 So!ar 7 5 4 3 2 2.5 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 54 Solar 8 5 4 3 3 1.4 POU -10 -6 .5 .4 -3 29 Multi -Family (Individual units) 3.7 3.9 4.1 4.3 Unit Size (so 5 52 Water 56 699 700 1200 1700 2200 Heater Geed - or In to b 2.6 TYPO Type less 1199 1699 2199 or mora SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR - 9 5 3 2 2 3.2 WSB 9 4 3 2 2 4.7 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 21 Solar 2 1 1 0 0 3.5 HWR -23 -12 -8 -6 -5 5.1 WSB -25 -13 -8 -6 -5 0.9 EQU -23. ^1218 1.8 -6 -5 IG None -8 -4 .3 .2 t -2 3.9 Solar 6 3 2 1 1 53 POU 1_ 0 0 0 0 IE None -30 -15 -10 -8 -6 2.7 Solar 18 9 6 4 4 4.2 POU -8 -4 .3 .2 .2 .. Interior Mass/CFA 7 n►c : MASS SCORE CARD SC Eff. % Glass ,a X Measures _ 1. Ceiling Insulation R_ 3g or = 5,113 R -value [38] U -value [0.030] 2. Wall Insulation or - 0= XA- R -value [ 11] U -value [0.098] 3. Raised Floor Insulation -- or 11.7.U1 K•.. I I 1e.ryeew .t.bl r 2,2 R -value [ 19] U -value [0.037] 4. Slab Edge Insulation to or t TYPE 1 MASS (UIMC 4.2, Se: exposed slab) Infiltration Standard ' 6. Glass Heat Loss D6 L 4 554 0% S% 10% '15% 20Y. 25% 30% 3S% 40% 4S% 50% 55% 60% 651/. 7o% 75% 80% 85% 90% 95% 100% 105% 1101/. 115% 120% 125• 01/. 0 0.2 04 06 0.8 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.2 ' 3.4 3.8 3.8 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 06 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 S2 54 20X 0.3 0.6 0.6 1 1.2 1.4 1.6 1.8 2 2.2 24 21 29 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 2.8 3 3.2 9.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 so 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 57 59 W. 0.9 1.1 1.3 15 1.7 1.9 21 23 2.5 27 3 3.2 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 Se 6 62 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 56 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 35 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.6 2 22 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.9 211 23 25 21 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 - 5.7 5.9 6.1 6.3 6.5 BOY. 1.4 1.6 1.8 2 2.2, 24 26 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.0 5.1 54 56 5.8 6 62 64 66 851/. 901/. 1.4 1.5 1.7 1.7 1.9 2 21 22 2.3 2.4 2.5 26 2.7 2.8 2.9 3 3.1 32 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 S 52 54 56 59 6.1 63 6S 67 95%- 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.4 3.5 3.6 3.7 3.8 3.9 4.1 4.1 4.3 4.3 4.5 4.6 4.7 4.8 4.9 5.153 SS 5.7 5.9 62 64 66 68 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5 5.1 5.2 5.4 5.6 5.8 6 6.2 6.4 67 69- 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 1051/. 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68' 7 11 toy- 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 36 384 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69'.7.1 115% 2 22 24 2.6 2.8 3 32 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 • 2.3 25 27 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 '4.6 4.8 S 5.2 5.4 5.6 S8 6 6.2 6.5 ' 6.7 6.9 7.1 73 125% 2.1 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 rolnt System Summary: Climate Gone u SCORE CARD SC Eff. % Glass ,a X Measures _ 1. Ceiling Insulation R_ 3g or = 5,113 R -value [38] U -value [0.030] 2. Wall Insulation or - 0= XA- R -value [ 11] U -value [0.098] 3. Raised Floor Insulation -- or SC Eff. % Glass 2,2 R -value [ 19] U -value [0.037] 4. Slab Edge Insulation to or = 4142- R -value [0] F2 factor [0.77] 5. Infiltration Standard 6. Glass Heat Loss D6 L 4 554 Type [double] U -value [0.65] 7. Shading (Shade Open) COND. FLOOR a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9.' Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Point Scores. _ - a I_113= % Total Glass [ 16] % Glass SC Eff. % Glass ,a X ' _ ► ,0 6/7 X = 5,113 X = S31 0= XA- co % Glass SC Eff. % Glass 2,2 X 114s (6-7 X = 4142- 6�- X O X 4 554 TYPE 1 MASS AREA 1 Inter-iorWiss/CFA COND. FLOOR AREA TYPE 2 MASS AREA = O8 Exterior Wall Mass ND. L OR AREA ,72- X tr33Coo SE or HSPF Dun Efficiency [0.78] Effective SE or [0.7 6.61 HSPF 10.5W. 151 g. X . 82 = 7-29 SEER [9S] Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] 0 Q Sum 15 4� _t Z_ Certificate of Compliance: Residential Climate Zone 11 Titre (. LE L=— <-*r Project Address %-41"C-0 i CA Documentation Author Telephone BUILDING DATA ditioned Floor Area Sla incl Floor b]C.Single Family Detached (SFD) [ ] Single Family Attached (SFA) [ ] Multi -Family (NM Number of Stories Number of Units [ ] Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component Insulation Locatilon/Comments Type R -Value (attic, to garage, ice3, :.Wall .............. Wall. ........... Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Glazing Orientat 2 562- 69 Building Permit # Checked By/ Date Enforcement Agency Use Only E O . Shading Devices Area Glass Type Interior Exterior (cf) esinpk double) (roller blind, etc.) (shadescreem etc.) North (K T(Q North ( ) East ('�S East ( ) South ( vi South ( ) West (� West Skylight....... THERMAL MASS Type/Covering (slab/ex sed, tile, etc.) V,/-,R/u. Nvf Ti LE Overhang Framing Type Area Thickness "rd' 4'; - HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat pump) (SE SEER HSPF) Glass Area % Glass North �%�_ 2 a2 East 5 12 �4 / Lr,*- South O O West — �— Skylight HOT WATER SYSTEMS Tank Manufacturer/Model# Svstem Type (storage gas, etc) Capacity (or approved Total 3 •5 / 5, E O . Shading Devices Area Glass Type Interior Exterior (cf) esinpk double) (roller blind, etc.) (shadescreem etc.) North (K T(Q North ( ) East ('�S East ( ) South ( vi South ( ) West (� West Skylight....... THERMAL MASS Type/Covering (slab/ex sed, tile, etc.) V,/-,R/u. Nvf Ti LE Overhang Framing Type Area Thickness "rd' 4'; - HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat pump) (SE SEER HSPF) Duct Location (attic etc) Duct R -Value Output Manufacturer / Model # (Btuh) (or approved equal) �vRN�E a7Z AME C— 5.7 5 12 �4 / Lr,*- c- –�— Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model# Svstem Type (storage gas, etc) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lo -rise residential buildings suD/eet to the Sondards mus contain that niheasures regardless o(the compliance approach used. Items marked with an astertsk (') may be superseded by more stringent compliance requirements listed on the Certificate o(Complianc�e. Wb- this checklist is incorporated into the permit documents. the (enures need shall be considered by all parties as binding minimum component performancc spectficauans for the mandatory tncashau whether they are shown elsewhere in the documents or on this chockbst only. DESIGNER I ENFORCEMENT DESCRIPTION Building Envelope Measures • §2.5352(a): Minimum ceding insulation R-19 weighted avenge. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (des not apply to exterior utast walls). 62.5352(k): Slab edge insulation - water absorption rate no greater than 03%, wale vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed mats California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): vapor harriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfhltration Controls to limit air a. Doors and windows between conditioned and unconditioned spaces dcsi grwd leakage. b. Doors and windows certified. e. Doors and windows weatherstripped. all joints and pulsations caulked and sealed. §2.5352(e): Special infdtration barrier installed to comply with 12-5351 meets CEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built rueplaees have: a Tight fitting. closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous bunting gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2.5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment. water heaters. showenccads and faucets certified by the CEC. 62-5352(1): Water heater insulation blanket (R-12 or greater) orcombined interior/1-Merior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Exccption 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5319(d): Swimming Pool Heating 1. System has: a On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance hteatures 62.5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator-freewrs. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and ptdormance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Omptcz 2, Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purrltaser of the building. Designer Name: Addren. Telephone tic. f: (signautrc) Documentation Author Name: TitWFirm Address: (date) Building QXmer Enforcement Agency Name: Agency: Teleplwne: r� .■ r - -- -SPECIFICATIONS: p.q :. LUE-HRJEN PALS GENERAL POOL SPECIFIC (Temp.# SUR. ` ul�res W die dRc t 3� PERIMETERS AREA: s�)<o 6e sd1t ohtng Sw" 1954 POOL CAPACITY: _ lIY6 ' own GU�IITE�v�%, BLUE HAVEN OFFJCE:. Cl (�C� PT TURNOVER RATE: Hrs. \ EVATION DECKIN *i` ,•� cces � Front a Type j a \ Bob Cat ue Di Color /1!D Fi Risers �e� Q`(\ 1np EXIST'Remove Stump(s) NO Footings >� J1 ` ` `� Remove Fence No Mastic { i ReplanFence i.A Drains Remove Concrete kJD S.F. Concrete t. sawcut C —�.—F EQUIPMENT 7 Filter Tyne Size +aGI:e STEEL Pump HP 2 Spli 1 So Expansive Soil Steel Pattern-B±L Smart Box Yes J Smart Pure Yes a SW"'"'"4"rr'"S 1Yao PLUMBING Smart Li ht Yes �. r u<<J{,.••rpw�is Filter Run Ftg: P , j Return Lines � 500 W Li htes P Trap B/Wash Line Smart Vac II No —Zaas Line f'7 Ftg Heater BTU a Pro J .. Drill Drive Div. Board ' ELECTRICAL Slide t Run B� Ft Water Feature i By 1 `' �• �l� x � GUNITE � 1 �j Love Seat PLASTER j Swim Out h/Color " Ext. 2nd Step SPA .�. =_ _,. R.B.B. _(,�. in. X Ft. ' - I R.B.B. in. X Ft. Size In Out Plumbing Run COPING :.1 �••� Dam,Wall Length Type �(Jl�p'tl�1e.�` Z4erofJets � Blower Hp Yes — No TILE Remote Model a Type Spa Side Switch Yes Spa Dam Smart Light Yes Accent Tyle _; 100 Watt Light Yes ( BUYER i— -i i Initial C .. G A ' La rv� Ci UI S Approve above specification �r L) Approve equipment location t / t APPK04 EU Understand that decking show is for it tration purposes only and N �./ understa hat t ey are to recei e ._ ' I 0 square feet of deck. :4� oar Re.S� C� �ncsL T;-_ a e U oZ Signatureq4j-&—Date Prepaired Especially For: 00(i r --- - - - — _. _ I �- F- KU � I �'1 � 1r-3 S A G h ; � ^ � n Ir � 1 '. ., � -�� 1I�W� - . . ;• � _• � .. i t.�.'........ I I : I 1 � { _� I ! , -1- I -1 I I i X ( !\ Street at C h1w A0 D/ A� 47'<5d3 lV • I y 1.....�.._� , - iro nom. al H661 t}� i Home Phone Work Phone _ , j J. - 1 NAR i. .I � ' , .. � - � ' - . UZ � ICU. EC t t _ T e - �+h►Cp, Califo Designer s' 1 �'�/\ �o NO. COUNTY ..� mea 3UILDING DEPARTiVIE Ptaf ' Lot Block Tract Mapsco No. QYJE'JD \\ ƒ��/ \ / { /z.\