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HomeMy WebLinkAbout047-320-04747-32-47 O Tr?. 3;, D Q 7 7 DAVID BEE _ ..... 14064 Greenberg �Larie, Gla co Contr: H & H cons ' + Permit#1194-87B ,•,M(new sin le ` family_),:: 47-32-47 Contr: A & H Toq'i PE-- t#2142-87B,F(addition/SF) 47-32-47 T Y Contr: Dav6 'Bonita Pools PErmit#3020-87B;P,, new swimming obi B08-0957 047-320-047 MISCELLANEOUS - Private Garage/Shop NEW GARAGE - STEEL BUILDING 40 14064 GREENBERRY LN SUPANICH, MICHAEL s, C r 1 47-32-47 O Tr?. 3;, D Q 7 7 DAVID BEE _ ..... 14064 Greenberg �Larie, Gla co Contr: H & H cons ' + Permit#1194-87B ,•,M(new sin le ` family_),:: 47-32-47 Contr: A & H Toq'i PE-- t#2142-87B,F(addition/SF) 47-32-47 T Y Contr: Dav6 'Bonita Pools PErmit#3020-87B;P,, new swimming obi B08-0957 047-320-047 MISCELLANEOUS - Private Garage/Shop NEW GARAGE - STEEL BUILDING 40 14064 GREENBERRY LN SUPANICH, MICHAEL d' M N ��I � � 0 0 0 4O'-0" 70, 10 20'-0" 20'-0" APON 10 REF. �SLOn N I/4" IN 12" 6 D r-- -I r, I ------ ------I l3 + ++ I fij'cn �-----------� LJ L------ \90'10 m " 0 D MIA " Q� -IN X+ iVV + p L—Aff— JL -i L --M oil, II Im b� m =r H " n W II W W� ----------- - 07� N O A' L - - - - - - _ - - - - J L J L ----------- J �- -SLOPE 1/4" IN 12" I F'. -�W-O"SQUARE CONCRETE LANDING coop A E 0 ydti �• EA b� ��� E211 SDr�i m z �. O 2133010� a L TITLE: VATE "RAW FOR HIQ SUPANICW 4 6MENWRRY LANE. CHIC4. (BUM CO.). CA 95919 etrr�.ea FLOOR PLAN* O 1. C A NORTH VALLEY X111 -DIP SYSTEMS j, 4966 POt6>1OW" WAY 0.06 BOX U4 W0 66VILLE Ct. LUMMIN66.CA 06*" CMICO� CA 06973 PNON'- !Ot-Yss-46 4 PAX: 40/-060.47" P w O w a 8. 0 1 $46-1290 L BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES 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 . - $78.90 PROJECT INFORMATION $457.12 Site Address: 14064 GREENBERRY LN DBFIRE Fire Inspection (SRA) Owner: DBFIRE SRA Fire Plan Review (S Permit No: B08-0957 APN: 047-320-047 DBOMSC Fire Safe Standards Rev SUPANICH, MICHAEL DBSMIP Residential $5.76 Permit type: MISCELLANEOUS 14064 GREENBERRY LN Issued Date: 06/18/2008 By KCG Subtype: Private Garage/Shop CHICO, CA 95926 Expiration Date: 06/18/2009 Description: NEW GARAGE - STEEL BUILDING (650) 430-7882 Occupancy: Zoning: SRI 0 NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530)345-7296 NORTH VALLEY BUILDING Building Garage Remdl/Addn 30 SEVILLE COURT 2,400 CHICO, CA 95928 Other Porch/Patio Total (530) 345-7296 IC,,,, , ,,,,,, FEE INFORMATION DBEH Building Review Fee $78.90 DBF Garage -Wood Frame Plan Che $457.12 DBFUM Fire Inspection (SRA) $107.00 DBFIRE Fire Inspection (SRA) $107.00 DBFIRE SRA Fire Plan Review (S $107.00 DBMSC Garage/Shop/Strge Wood F $685.69 DBOMSC Fire Safe Standards Rev $118.98 DBSMIP Residential $5.76 Total Charged: $1,667.45 Fees Paid: $1,667.45 Balance Due: $0.00 Receipt No: B7715 �;. LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires NORTH VALLEY BUILDING SY: 812173 / B C8 / 09/30/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. . Contractors Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performan f the work for which this permit is issued. HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: REDWOOD FIRE ANpolicy Number: W6936902 Exp. Date:09/01/2008 (This section nee not be competed if the permit is or one hundre dollars ($100) or ess. ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the 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 provisions. XC---) (- -18/2008 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. �'`;;:. CONSTRUCTION LENDING AGENCY I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. 8 P.C. for this Owners Signature 06/18/2008 Date 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 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 injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro r or am authorized o ct on the roperty owner's behalf. e :*M& 8/2008 erne of Permitte�o�ntractor Sint Date 1-1 EOwner . OR; Agent for Owner Agent for Contractor FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 PERMIT NO. c -mei o A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds BIN # 001i IN PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All pu ism o related to this application is subject to public inspection and will be posted on the County's website for electronic access. u - 3ao -04 OWNER INFORMATION Last Name J C First Name a\ - _ Mailing Address City C�o 42_4>StateC0_ Zip qs-� Zip Phone ( 4 Sb) 430 —8 '782 Fax E-mail CONTRACTOR Name Address ,NC> ��.� 01, City ��: State Zip qs-� Phone 345_ .� .Lq6 Fax E-mail Lic. # Zl Class -3 C_ 8 ARCHITECT/ENGINEER Name Address Cityt `ted `�_� State � zip S Phont2, Fax k,_ E-mail c -v- State License Number C 3 10z9 v v APPLICANT INFORMATION Name Address v�S.tate, City �,` Type Const. ZipgS�� Phone 34LA� ..� Z4 Fax �S 9 E-mail APPLICANT SIGNATURE PROJECT LOCATION AP# Property Address / Ll 0 (- q City CI,..Z CA rm WORKER'S COMPENSATION Policy Number --) C CL3 (.I O—z— 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 Name Address DESCRIPTION OR SCOPE OF WORK: —d yD'X Coo 2,goc0 foo Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use o I Zoning KWod Zone I I SIZ4 Yes No Occ. Type Const. 8 A 041 -320 -MI -000\ 41.32 07'1 \ ZCtM 0-.000 \ SOD OR -1 A GP, Ali \ Y A 0.32 041.37, \ 00-016-000 7L,g. aR-I GP, AR 1 ADJOINER. 041 -320 -MO -OW ZONE, OR•I C AR AOJOI ER 041-370.044-000 ZONE, OR -I GP AR 1 - p1,-9�4l•QQD OP. AR 1 1 ADJOIEM 041-320.046-000 ZOE, SR -1 GP. Ali \ �\ I SITE PLAN 106' FLOOR PLAN A2 ELEVATIONS 51.1 0 1YIED \rsN 512 t- I \ 1 \ \ \ JPOOLPsySTEM I SETIC lEJ \ n \ --\ Ol I ELECT = PHONE PROPANE STING RESIDENCE SERVICE ENTRANCE TANK \ (E) I % W A 6 `1 / 1 OAU- y ZCINE. X024-000 \ ` Q l 1 si Gn AR ��`\\ �+U I. DELL (EJ -- HBNg�RRY LA�,/ i — — ADJOMER, o4, -D70-079.000 CCNU. 17R•I Gn AR �Q SITE PLAN: 111 ■ DO' oLnTIl CO. WWW-a6EClYRY � T-000 OU16DIWo DATA PER 2001 GBG OCCUPANCY GROUP, U 0E6109I4TLAL GARAGE) TYPE OF OO1aTRUGTION. IIB (NO 6PRNCLERS) LOCATION ON PFIVF5R(T. NORM: B' TO PL EA6T, W TO PL 50UTT6 1061= TO PL GEST. 36' TO EXISTING BUILDING FLOOR AREA, PROPOSED AREA, 7,400 aG FT. ALLOlWaLE APE& WOO 66 FT. WEIGHT . PROPOSED WEIGHT • MY ALLOUNDLa WE4WT . 66' NUMBER OF STORIES. PROPOS® , aetlLE STORY ALLOUL45LE . 6NGLE STORY OCCUPANT LOAD, O I PER 700 S.F. OUT REQUUtEMENTS, REQUIRED, I FOR LESS THAN 30 OCGUPANTO 300' MAX TRAVEL 016TANM PRID OVED. 7 aXNT 42' MAX TRAVaL 0I6TANCE GENERAL Mores L ENGINEERING DESIGN LOADS ROOF LIVE LOAD, MINIMUMS PER CBC TABLE If OlAJ WIND LOADING BASED ON, 95 MPH/EXPOBURE "C° SEISMIC DESIGN, SITE CATEGORY, D SDC. D 5N • Obd 91 •076 sox • 0550 SDI • 376 7. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 7001 CALIFORNIA STATE BUILDWG CODE, TITLE 24, PART 7 7001 CALIFOfd41A STATE ELECTRICAL CODE,TITLE 74, PART 3 7001 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 7001 CALIFORNIA STATE PLUMBING CODE. TITLE 24, PARE 5 7001 CALFOR4A STATE ENERGY CODE. TITLE 74, PART 6 C 7001 ALIFORN;A STATE FIRE CODE, TITLE 74, PART 9 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO CBC AND MBMA REOUIREMENTS, MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WOW2 ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WOW- S. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING COMPONENTS AND FEATURES SNOW AND SPECIFICALLY DETAILED ON THESE PLANS AND 15 NOT INTENDED AS THE SEAL OF TILE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTION& NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT PER CBC SECTION 1104, EXCEPTION 3. INDEX OF DRAWINGS Cl SITE PLAN Al FLOOR PLAN A2 ELEVATIONS 51.1 FOUNDATION PLAN 512 FOUNDATION DETAILS v+= nTLE: PRIVATE GARAGE FOR MICE SUPANIC44 14064 GREEM0Wr LAME, CHICO (BUTTE COU, CA 9!913 SITE PLAN Revisions: SCh` I°•d0' SHEET G1 OF 5 nLE: CA0/00041/ 041-CIDWG MORTM YALLlY BUILDING BY6THN8CRANDALL E OR999 WO 4if6 FaI00N04111 WAY F.O. am =4 44aII4W6 Nos N4•a4FYM FAIL 200 -ahaµ 30 69VILLE OT. CBICO. CA aaaTa N SII 1 1 6 3 0 1 2 4 0• 7 2 0 9 JOB: 09041CRGA O O O O BUTLERIB II ROOF vim.. A BUTLER 9I-EUJALL AI ROD BRACITHI9 bX GUTTER a BAY ONLY in 3 Z-FURLMS NG • n C ^„ 9'-0° O.C. �o INSULATION (R 10)_l�\STEEL �� p °Jteamew• GOLUI'41WITN vMT'L BACKING m -t- r� BY BUTLER 3010 sue OQO 0 PRIVATE GARAGE F v= «<gD00 (U OCCUPANCY) STANDARD a 7400 Sa FT. I O' GIRT BY Z IWGONDIT117NED SPACE BUTLER MC BUTLER 'SNADOWALL' A -' STEEL SIDING p O _ CONCRETE __ STEEL FRAME BY BUTLER M.G FLd _� SLAB -CN -GRADE (1 OOR -.. _ ..' GRAVITY ROOF VENTS Q d WITH MANUAL li -- DAMPERS. TOTAL ; --- UFS 4' CONCRETE SLAB �sJ THIS BUILDING 16 TO BE USED ONLY - , /UTH 616AOAO UUM p FOR THE STORAGE OF PRI VATS. Q PLEASURE TYPE. VEHICLES TRANSLUCENT I 1 yy L _ _ 1 _ - - ROOF PANELS , `1 . ( 1 I ' 1'= GRAVEL BASE TOTAL OF 6 v` J 1jO T _I SECTION A a -� 10 14' X la' RLL � j 14' X H' RUI, N70 z 'v 4° CONCRETE APRON _ LINE OF ROOF ABOVE ESslp 00041 c FlLE: GDO/OBOaV 041-AIDU j 'tsr�A SHEET FLOOR FLAN: I/QI1 .5 Al civil U>F CAI�f • .,r 5 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 0 0 0 0 t.I$ c National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B08-0957 Date: 5/23/2008 Location: 14064 GREENBERRY LN By: GLB Parcel Number: 047-320-047 Sub Type: Private Garaee/Shop Owner Name: SUPANICH, MICHAEL Phone: (650) 430-7882 Description: NEW GARAGE - STEEL BUILDING 40X60 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Title: A,d,,.._�.,` 74nrt-&-- FILE Date: 5/23/2008 BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538=2140 Permit Number: B08-0957 Job Address: 14064 GREENBERRY LN Contractor: NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 Printed: 5/23/2008 1:52 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 5/23/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $107.00 0100-450001-4617240-10101 $107.00 5/23/2008 $107.00 DBOMSC Fire Safe Standards Rev 0010-440001-4210500-10101 $118.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-10101 $107.00 5/23/2008 $107.00 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-10101 $685.69 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-10101 $457.12 5/23/2008 $457.12 DBSMIP Residential 1001-0-280-1011298 $5.76 Printed By: Gwyn Benedict 19667.45 $750.02 Balance Due: $917.43 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature: Date: 5/23/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B08-0957 Date: 5/23/2008 Location: 14064 GREENBERRY LN By: GLB Parcel Number: 047-320-047 Sub Type: Private Garage/Shop Owner Name: SUPANICH, MICHAEL Phone: (650) 430-7882 Description: NEW GARAGE - STEEL BUILDING 40X60 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 5/23/2008 DateSignature Rev'd 5/7/07 All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://butteflre.org/Fireprevention/protplan/protplan.html FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-0957 Location: 14064 GREENBERRY LN Parcel Number: 047-320-047 Date: 5/23/2008 Owner Name: SUPANICH, MICHAEL Phone: (650) 430-7882 Description: NEW GARAGE - STEEL BUILDING 40X60 Signature of Applicant: Date: 5/23/2008 FILE - ADJOINER \ 041-320-021-000 \ ZONE: SR -I GP: AR to ADJOINER: 041-320-044-000 ZONE: SR -I GP: AR 201'1 iA PROPOSED/ Q BUILDING ADJOINER C 041-320-026-000 ZONE: SR -I N GP: AR / ADJOINER 041-320-045-000 ZONE: SR -1 GP: AR I / U (L I I — \ 60, / I I I N ADJOINER: 041-320-046-000 ZONE: SR -I `GP: AR ADJOINER SHED 041-320-025-000 _j ZONE: SR -1 \ # GP: AR \ POOL SEPTIC \ \ \ CE) I SYSTEM (E) 1 ELECT 4 PHONE E ISTING RESIDENCE I PROPANE I SERVICE ENTRANCE TANK I m (E) I . ADJOINER: - / I L 041-320-024-000 SR—I \ G \ O LL GP: AR \�L 0 Uvo I WELL (E) Gs ADJOINER 041-320-029_ -000 ZONE: SR -I GP: AR SITE PLAN: I DO' BUTTE Co. APN On -370-041-000 14064 CsFREEN5ERRY LANE WILDING DATA PER 200-1 CBG OCCUPANCY GROUP: U (RESIDENTIAL GARAGE) TYPE OF CONSTRUCTION: IIB (NO SPRINKLERS) LOCATION ON PROPERTY: NORTH: 15' TO PL EAST: IS' TO PL SOUTH: 106't TO PL WEST: 36' TO EXISTING BUILDING FLOOR AREA: PROPOSED AREA: 2,400 SQ. FT. ALLOWABLE AREA: 3,000 SQ. FT. HEIGHT: PROPOSED HEIGHT = 112' ALLOWABLE HEIGHT a 55' NUMBER OF STORIES: PROPOSED : SINGLE STORY ALLOWABLE: SINGLE STORY OCCUPANT LOAD: 12 6 1 PER 200 S.F. EXIT REQUIREMENTS: REQUIRED: I FOR LESS THAN 50 OCCUPANTS 300' MAX TRAVEL DISTANCE PROVIDED: 2 EXIT 42' MAX TRAVEL DISTANCE COUNTY MAY 2 3 2008 DEVELOPIAMIT GENERAL NOTES SFRVICES I. ENGINEERING DESIGN LOADS ROOF LIVE LOAD: MINIMUMS PER CBG TABLE 1601A.1 WIND LOADING BASED ON: 85 MPH/EXP05URE "C" SEISMIC DESIGN: SITE CATEGORY: D SDG: D 55OIo4 SI 026 SDs = 0.550 SDI = 326 2. CONSTRUCTION SHALL CONFORM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE FOLLOWING: 2001 CALIFORNIA STATE BUILDING CODE, TITLE 24, PART 2 2001 CALIFORNIA STATE ELECTRICAL CODE,TITLE 24, PART 3 2001 CALIFORNIA STATE MECHANICAL CODE, TITLE 24, PART 4 2001 CALIFORNIA STATE PLUMBING CODE, TITLE 24, PART 5 2001 CALIFORNIA STATE ENERGY CODE, TITLE 24, PART 6 2001 CALIFORNIA STATE FIRE CODE, TITLE 24, PARTS 3. STEEL BUILDING SHALL BE DESIGNED BY OTHERS TO GBG AND MBI" IA REQUIREMENTS. MANUFACTURER SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS AS REQUIRED BY LOCAL BUILDING DEPARTMENT. 4. EACH SUBCONTRACTOR SHALL EXAMINE THE PLANS CAREFULLY WITH RESPECT TO ADJOINING WORK ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE BEGINNING OF WORK. 5. THE SEAL AND SIGNATURE FOR THESE PLANS APPLIES ONLY TO THE DESIGN ON THE BUILDING COMPONENTS AND FEATURES SHOWN AND SPECIFICALLY DETAILED ON THESE PLANS AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. SPECIAL INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT PER GBG SECTION 1104, EXCEPTION 3. INDEX OF DRAWINGS C 1 SITE PLAN Al FLOOR PLAN A2 ELEVATIONS 91.1. FOUNDATION PLAN 51.2 FOUNDATION DETAILS 111101"ll 11TITLE: PRIVATE GARAGE FOR MIKE SUPANICH Revisions: SCALE: SHEET Bur4 ea 14064 GREENBERRY LANE, CHICO (BUTTE CO.), CA. WS13 I"=40' SITE PLAN FILE: 0412/08041/ �1 NORTH VALLEY BUILDING SYSTEMS CRANDALL ENGINEERING O 1244 EROSA WAY 041-GIDWI's *3 0 SEVILLE CT.P.O. JOB: C H I C O, CA 9 5 9 7 3 N®PNES, CA 06346 08041 5 P H O N E 11301 3 4 5- 7 2 9 9 PHONE 200-9se-4844 FAX, 209-960-4744 OF z_ 20'-0" 20'-0" 20'-0" z �a SUTLER SIDEWALL N Al /ROD BRACING THIS 0 z BAY ONLY O �5TEEL COLUMNS ' BY BUTLER 3010� t - - F i ! 3 o PRIvATE GARAGE r CU OCCUPANCY) k 1 2400 SQ. FT. r UNCONDITIONED SPACE r i 1 k r ! L. _. _ ._E O _ _ CONCRETE O w SLAB -ON -GRADE FLOOR GRAVITY ROOF VENTS -- WITH MANUAL DAMPERS. TOTAL 3 LINE OF ROOF ABOVE FLOOR FLAN: BUTLERIB II ROOF PANELING W/ ZN-AL FINISH \Z -PURLINS o 5'-O"t O.G. 3" FIBERGLASS INSULATION (R 10) WITH VINYL BACKING STEEL FRAME BY BUTLER M.G. SECTION NTS 4" CONCRETE SLAB WITH 6/6/10/10 WlM -1"t GRAVEL BASE ! ! ! F I I ! f THIS BUILDING. IS TO BE USED ONLY ! ! p ! FOR THE STORAGE OF PRIVATE, ! 1 ! PLEASURE TYPE, VEHICLES ! ! ! ! 3'X10' F.R.P. i ! ! ! ! TRANSLUCENT -- -" - - ROOF PANELS TOTAL OF 6 I O 1 I r I 14' X 14' R.U. O 14' X 14' R.U. O f cn , w =11 W O Z _ ( N ij 4" CONCRETE APRON O ? � v LINE OF ROOF ABOVE FLOOR FLAN: BUTLERIB II ROOF PANELING W/ ZN-AL FINISH \Z -PURLINS o 5'-O"t O.G. 3" FIBERGLASS INSULATION (R 10) WITH VINYL BACKING STEEL FRAME BY BUTLER M.G. SECTION NTS 4" CONCRETE SLAB WITH 6/6/10/10 WlM -1"t GRAVEL BASE BUTLER STANDARD GABLE TRIM COLOR WALL PANELS COLOR 'SANDALWOOD" SOUTH ELEVATION BUTLERIB STEEL CONTINUOUS GUTTER Revisions: BUTLERIB STEEL CONTINUOUS GUTTER WALL PANELS COLOR 'SANDALWOOD" WE ST E L E VAT I ON WALL PANEL5 COLOR 'SANDALWOOD" FAST ELEVATION BL -- WALL PANELS COLOR 'SANDALWOOD" NORT" ELEVATION BUTLER STANDARD GABLE TRIM COLOR ':TE BROWN" i I IN 12 I m r 01 gn m Q U pt: E Slp (t ^r 3: P FILE: OFc) cA �ww s z Z W 041-A2.DW62 Yu O Z 32934 w mi 2 j ,LLI � z W 16 ; w P0 4wLU Lu Z Q L m Cc4� j V �v g pt: E Slp (t ^r JOB: 08041 P FILE: OFc) C0I2/08041/ r Z 041-A2.DW62 rn r z SHEET 32934 EXP. 6/30/08 Q fit /� 2 n CIVIL O��\ Op CAL\f 5 OF 0 1) a TYPICAL AT ALL CORNERS 812 O 2" 0 0 0 60'-4" OUT TO OUT OF CONCRETE � o S12 1S 2 � S12 512 \ ( NI 0 .F-�-----�- �-- j \ --- ----j \--------------�:: I 1 04 X 10' HAIRPINS I{ �- { TYPICAL AT I S LOCATIONS SHOWN I i i I CRACK CONTROL I JOINTS I I I - -j- - .. I�I 4" CONCRETE SLAB WITH ! / 6/6/10/10 WWM OVER — Q 4"± CLEAN GRAVEL I Al I I I I ql c B 812 S12 I-- LINE OF ROOF ABOVE B c S12 812 M1 14'-0" FOUNDATION FLAN: I/all=11.011 RAMP EDGE OF SLAB AS SHOWN AT R.U. DOOR 9" OPENINGS WHERE REQ'D 2" v M �I lid FOOTING AS REQUIRED DETAIL NTS N .-I-) - OPTION "1 SLAB AND PERIMETER FOOTING POURED MONOLITHICALLY. TOP BAR TIED TO CONSTRUCTION \ /BEND AS SHOWN JOINT TT- N 12" 04 > 0 32" O.G. LOCATE ONE BAR,- WITHIN AR WITHIN 6" OF EA A.B. OPTION 02 ^ u SLAB AND PERIMETER FOOTING POURED SEPARATELY. CONTRACTOR MAY CHOOSE EITHER OPTION FOR CONSTRUCTION OF BUILDING PERIMETER FOOTINGS DETAIL CONTRACTOR SHALL VERIFY ALL ANCHOR BOLT SIZES, ANCHOR BOLT LOCATIONS AND O, DIMENSIONS WITH PLANS BY BUILDING MANUFACTURER PRIOR TO CONSTRUCTION. Ln W FOUNDATION DESIGN IS BASED ON INFORMATION PROVIDED BY BUTLER MANUFACTURING COMPANY FOR BUILDING NUMBER 008-161528 ROf E Q� OF � A\_ Revisions: m u z s� Y� 0�u S � >� WJ1 �mZ W6:3 v LL g F- 3 F- 1/611=11-01. CDI2/08041/ 041-AIDLL* EET 151.1 5 C� v FG O 3/4"0 ANCHOR BOLTS WHERE REQUIRED. PROVIDE 10" MINIMUM EMBEDMENT 2" 4" CONCRETE SLAB / WITH 6/6/10/10 WWM —x x x x_— • U %-• 111=-) I 1 1! ', ` I I- \ 6"MIN CLEAN GRAVEL _I -r—, It jr�i REINFORCING [(vi— �'PER TABLE ,1 ---i , ►.t I I UNDISTURBED EARTH SEE DETAIL B/SI.I FOR CONSTRUCTION JOINT DETAILS SECTION B C D TOP REINFORCING BOTTOM REINFORCING A I' -O" 6" MIN 1'-0" 1 - •4 CONTINUOUS I - 04 CONTINUOUS B 1'-0" 12" MIN. I I'-6" 2 - 04 CONTINUOUS I - 44 CONTINUOUS SECTIONS rA_� B S12 K�E� REINFORCING FROM PERIMETER FOOTING\ CONTINUOUS THROUGH FRAME FOOTING �11�=TI E 4-•4X54"TOP t BOTTOM O4 - 3/4"0 ANCHOR BOLTS $12 WITH 12" EMBEDMENT /04 HAIRPIN WHERE SHOWN /CONST. JOINT 0 24" ADD "4 ONLY WHERE BARS AlDISCONTINUOUS AT CORNERS I�I PERIMETER REINFORCING CONTINUOUS AROUND CORNER AS SHOWN WITH NO SPLICES,_ I I I WITHIN 24" OF CORNER ANCHOR BOLTS LOCATED INSIDE OF REINFORCING DETAIL rp,� A1_2) ANCHOR BOLTS AS REQ'D BY BUILDING MANUFACTURER SLAB POURED ON TOP OF FOOTING WITH CONST. JOINT = BOTTOM SLAB` 4" CONCRETE SLAB WITH 6/6/10/10 WWM IN , "___7 0 Fj�- ��1454 2'-4" SECTIONS NTS i I I !=I 1 I 6"MIN GLEAN GRAVEL 04 X 24" TOTAL 4 \ UNDISTURBED EARTH HOOK BARS THAT TERMINATE AT CORNER —FRAME/POST BASE POURED WITH FOOTING CONCRETE NOTES 1. CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT- MIX PROPERLY PROPORTIONED AND DELIVERED TO THE SITE IN READY -MIX TRUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. SLUMP SHALL NOT EXCEED 4". CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELING. 2. ALL CEMENT SHALL CONFORM TO ASTM STANDARD C-150. ALL AGGREGATES SHALL CONFORM TO ASTM STANDARD C-33. 3. CONCRETE USED FOR FOUNDATIONS AND SLABS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRE551VE STRENGTH OF 3000 PSI. AND SHALL NOT CONTAIN LE55 THAN 5 SACKS OF CEMENT PER CUBIC YARD. SPECIAL INSPECTION OF FOUNDATION CONCRETE 15 NOT REQUIRED PER CBC SECTION 1104.4, EXCEPTION 1. 4. REINFORCING BAR SIZES 04 AND SMALLER SHALL SHALL BE GRADE 40 (FY=40,000 PSI) AND BARS 05 AND LARGER SHALL BE GRADE 60 lFY=60,000 P51). ALL REINFORCING SHALL CONFORM TO ASTM STANDARD A-615 EXCEPT WHERE REBAR 15 TO BE WELDED WHERE REINFORCING CONFORMING TO ASTM A106 SHALL BE USED. 5. REINFORCING MAY BE WELDED ONLY AS SHOWN ON THESE PLANS. TACK WELDING TO HOLD FOR ALIGNMENT SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER PREHEAT ALL 01 AND LARGER BAR PER AWS DW -92. PREHEAT NOT REQUIRED FOR BAR SIZES '6 AND SMALLER 6. REINFORCING SHALL BE LAID OUT TO MINIMIZE THE NUMBER OF SPLICES. SPLICES IN CONTINUOUS REINFORCEMENT FOR BAR SIZES 03 THROUGH 08, SHALL LAP AS NOTED ON THE PLANS OR AS FOLLOWS: GRADE 40 REINFORCING BARS: MINIMUM OF 32 BAR DIAMETERS. GRADE 60 REINFORCING BARS: MINIMUM OF 48 BAR DIAMETERS. WIRE MESH: 6" OR I WIRE SPACE 9 SIDES, 12" OR 2 -WIRE SPACES o ENDS. WHERE ALL BARS IN A MAT OR SECTION OF A BEAM ARE SPLICED AT THE SAME LOCATION OR MORE THAN 12" OF FRESH CONCRETE IS TO BE PLACED BELOW THE BARS THE ABOVE DISTANCES SHALL BE INCREASED AN ADDITIONAL 30%. 1. UNLESS SHOWN OTHERWISE, THE MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 2" EXCEPT WHEN CONCRETE IS TO BE PLACED DIRECTLY AGAINST EARTH WHERE IT SHALL BE 3" 8. ALL ANCHOR BOLTS SHALL CONFORM WITH ASTM A-FI554, 36 KSI UNLESS OTHERWISE NOTED. r 04 HAIRPIN AS SHOWN FOUNDATION PLAN CONSTRUCTION JOINT= CRACK CONTROL JOINT DETAIL � Nis Sl'1 u CONCRETE SLAB CONSTRUCTION I. CONCRETE SLAB AS SHOWN ON THE PLANS 15 THE MINIMUM THICKNESS AND REINFORCING REQUIRED FOR STABILITY OF STEEL BUILDING AND IS ADEQUATE FOR NORMAL COMMERCIAL USE INCLUDING PNEUMATIC TIRED VEHICULAR TRAFFIC. IF HEAVY LOADING FROM STORED MATERIALS, RACKS, FORKLIFTS OR STATIONARY EQUIPMENT 15 ANTICIPATED, THE ENGINEER SHOULD BE NOTIFIED AND SLAB THICKNESS AND REINFORCING MAY BE ADJUSTED. 2. GRAVEL BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL. TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING IS.RECOMMENDED. 3. CRACK CONTROL JOINTING SHOWN MAY BE ALTERED AT THE CONTRACTOR'S OPTION PROVIDED THE JOINTS ARE SPACED AT APPROXIMATELY 25' INTERVALS IN BOTH DIRECTIONS. THE MAXIMUM SPACING SHALL IN NO CASE EXCEED 30'. 4. CRACK CONTROL JOINTS MAY BE MADE BY EITHER EMBEDDING AN APPROVED INSERT SUCH AS ZIP -STRIP OR KEY-KOLD IN THE CONCRETE OR BY 5AW-GUTTING THE CONCRETE AS SOON AS PRACTICABLE AFTER PLACING. IF SAWCUTTING IS TO BE USED, AND NO SPECIAL JOINT DETAILS ARE SHOWN ON THE PLAN, CARE MUST BE EXERCISED SO AS NOT TO CUT REINFORCING. 5. UNLESS SPECIFIED OTHERWISE, REINFORCING SHALL BE CONTINUOUS THROUGH THE JOINTS. 6. IF WELDED WIRE MESH IS USED AS SLAB REINFORCING, MESH SHALL BE LAID WITH LONG DIRECTION AS INDICATED BY ARROWS ON PLAN. MESH JOINTS SHALL LAP TWO WIRE SPACES, BUT NOT LESS THAN 12", AT SPLICES IN THE LONG DIRECTION AND ONE WIRE SPACE, BUT NOT LESS THAN 6", AT OTHER SPLICES. a 47 � F f 3 f t I... ^Y N U�L� .. PE9MIT NO. — 1194-87B,P,E,M PERMIT EXPIRES I301F� Dave:'Be,6be 'OWNER ,CONTR. i, ASSESSOR PARCEL 47-32-47 i LOCATION 14064 Greenberry Lane Chico " ,l J OFFICE COPY ') � z Address -------------------1 t GAS ^: Meter By _ /'A =--Dates_ S _�U lk- "r ELECTRIC i <. Meter ���, .k tem l 1 I OFFICE Address GAS -- , jA Vit_ Meter B Date��/ ELECTRIC Meter By Date S �. STemp. Power Pole Called PG&E Temp. Elec. S S Called PC Temp. Gas Sei f� Cal led PG JOB FINALE[ t Signature \' I I? a OK 0 = Not OK = Not Applicable' MOBILEHOMES = Not, Ready ` MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements—Setbacks—Easements 1. Zoning Requirements—setbacks—Easements 2. Soils; Special MH Support—Sketch 2. Footings; Size—Depth—Spacing—Connectors —� 3. Sewer; Location—Test—Fall-C/0—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails ^ 4. Water; Location—Test—Easement Needed (Sketch) 4. Wood Awn.: Posts—Beams—Rfirs.—Connec.—Shthg.-Rig:—Bracing 5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete S. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures v 6. Gas; Local lorr-Test—Wrap:/ /"L"ft./ P'Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows—Doors 7. Utility Clearance. 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -81 Date Card -BI Date Card -BI Date Card -81 Date Date MOBILEHOME INSTALLATION (Plans) OK except N's Date POOLS (Plans) OK except N's 1. Zoning Requirements_Setbacks—Easements 1, Setbacks—Easements —_ 2. Footings; Size—Spacing—Marriage Line 2. Soils; Compaction—Structure Stability 3. Gas; MH Test—Demand—Valve—Connector o 3. Pool Structure: Steel—Connections—Thickness—Dead Men—Lining 4. Electricity; MH Test—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting: Distances—GFI 5. Drain; MH Test—Fall—Flex Connector S. Elec.; Pool Lighting; 15 volts—GFI 6. Water; MH Test—Regulator—Connector 6. Elec.: Enclosures; Conduit Entries—Terminals—Listed 7. Water and Sewer Connected—C/O to Grade—HD Approval 7. Elec.; Bonding: Metal w/5'—Circulating Equipment—Heater S. Gas and Electricity Tagged 8. Elec.: Grounding; Equip. w/5'—Circulating Equip.—Pool Lghig. Boxes— Enc losures—Panelboards—Ins. to Main in Conduit 9. Exits; Insp.—Sketch 10. Carl. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test Card B -I Date Card -81 Date 11 Card -BI Date Card -BI Date Card B -I Date Card -81 Date I Card -BI Date Card -BI Date I �. OK 0 = Not OK r - = Not Applicable 1: Not Ready RESIDENTIAL 4Singto and Duplex) Uate UN RFLOOR Plans OK except O's IOate FR IN (continued) Zoning requirements-_Setba_cks- a ements V11//Pig., Main; Soils -Steel -EI d.- /12/ Ftg, Depth ( Fig., Garage; Soils -Steel- / /" Ftp, Depth i _ 4•fig., Parches & Decks; Soils -Steel- / /" Fig. Depth Main; Steol-Blockouts-wrapped_Slab Stemwall arage; Steel-Blockouts-Wrapped-Slab -----���iT -Stool _O. Fall -Fillings -Test -2 way C/o -Sewer Test as P' e�Size-Anchors _- ter Pipe; Tes -A rrt�?requtator-Service Test _- 11. Elea ' nderground - enums S Ducts; Clearance -Material -Support -Ins. - Gird S'll - A - rty Line Firewall & Openings xt. Doors -One 3' -Check Gara a -3rd stogy g y. 2 exits ,airs: Width -Headroom -Rise -Run -Landing -Fire Protection lvwood on Roof Ovemann_ A- 53 tucco Mesh -Drip Screr lazing Area -Glass Pr, 5 Shear Walls; Nailina-Bi Vents-Underflr. Access s -Plastic nchor Bolts-io S -Vents -Cripples - Card -81 Date ,�3/d' / Card 81 Date _ Card -BI Date fCard-BI Oate Card -BI Date. "7 Card -BI Date Card -BI -Date Card -BI Date Card -BI Date Card -BI Oate Dat e FINA to ) OK except p's 5 x : e -Door S Sidelight Protection -Landings Date PLUA98ING (Permit) 0 except p's 5 moke Detector Water H _-r nt--ccess-fombustigb Air mace: Vents -Clearance -Comb. Air-Connectar- _W Pipe: A Anef%rs-Nai r lection n,Garage: A 've Floor -Ducts -Meth. Protection .W.V_.: t Fttngs & Awlhors-klill Protection drocm E ting ower Pan: fest. First Floor -Tub Access ,G:F-.L & 8Ath Fixtures & Tub Access Test Tub & Shower_2nd Floor -Tub Accesslac, T • ' Subpanel: Breaker Sizes -Labels Gas Pipe_;_Siz_e & Anchors Stairs S Rails -- - - (replace or Stove: Clearances -Hearth _ _ lec. Outlets at Wood Panel: Int. S Ext. Card -81 SX- Oate _g/� Jc'�J Card -BI Date • Kit. Fixt. S Appliance: Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date Elec. Out Receptacles at Kit, Counter GgGaraoeWTe Door- Swin-Landin -Closer Date EL CTRICAL Permit OK except It's ZA.C. Duct in Garage -Damper 2 /Fixlure S Transformer Clearance -Ins. Protection Wtr. H...: Vents -Clearance -Comb. Air-Connector-P.R.V.- 2fY. Elec. Receptacles Spacing -Lights 6 Switches at Ooors In Garage; Above Floor -Meth. Protection 2f� Size Boxes S No. of Conductors -Stapled f7QCPW.. Elec. S Mach. Equip, Listed for Location _20/_Romex Instilled Close Edge Studs S C.J. -- lec, Receptacles in Garage; (G.F.f.)-Romex Protec. 2 /✓ Equip. Circuits in Kitch& Ground made up %v/Mech. Fasteners -Bond Gas 6 Water _ n lotion -Foam -Looked in Attic ❑Yes 2 Appliance en C_onductor Size card Rails & Deck Construction -Post Caps Fdn. Vents & Crawl `tote Door-Drai age & Wood -Earth Clearance 26 Subleed Wire Size % / ga. Cu or AI -A. Wire Size / / ga. Cu or AI C Ye Range Circ, / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Looked under Floor Insulated Neutral _Yes - ;No �oilowing ins_ild.: Driv t-; Yes Ci No: Walks [ Yes No: P niers - Yes No _ '/ Service -Riser Conductors 8_Ground-Main Disconnect r - 2Id. Equip. Clearances: Panels -Motors_ -Mach. Equip. - nis 3t7. Clothes Closet Light -Shower Light --'-- --- Z •/A.C. Unit: Oisconne_ct-Clrnces-Brkr. & Cond. Size -115V Outlet -- - - --- --- - _ �g'_V nts Above Root: Plbg.-Appliance-Firepl.-Clearance to Opngs. 79 ater Well. Disconnect, Electrical, Plumbing _ Card B -I 7 - - -- --- xterior Elec. Trim: G.F.I. Receptacle -Underground Card B.1 S� Dale Card_B1-- Date— - ---- _ Ventilation throughout House Dale // Card -BI Date Glass Protecti _ _ on ti m Previous inspections Dale M HANICAL (Permit) OK except p's -Meters Tagged; Gas -Electric /A.C. Ducts. Insulation & Suppon- - - - - - - ater 6 -Sewer Connected -C/O to Grade -HD App val �39/',Vent Fan: Exhaust above Insulation Energy Compliance Certificate -Other Certificates oncensate Drain & Overflow: Size _& Grade - - - -- -- ---- Fwnace-Vent. Access -Comb. Air -Return Air Vent -115V outlet ------ - _ latform if Furnace in Attic - - -- ----• -- ----• - ----- ----- Caro -Bt Daie/�� _ Card _BI_ Date Card -Bl-- Date _ I/ Card -BI Date Card -BI Date' % Card -BI Date Card -BI Dale. Card -BI Date - Card -BI Date Car - ----- d -BI Date Date FR MING r2114 OK except A's Comrrems at Final: Sills, Proper Material & Anchors --- - - - - - - - --- Walls Siuus-N,iding, Spacing & Bracing -Places -Sound _ _ - - ---- - --_ a ✓fti•,unul Wills over Gudets & Floor NailuuJ - -- - 54/ Ilr,ill Stop in Walls fiat piool) 0.1. Fuv Stops Funed Ce_tiings-Slaus-Chases-Tub m - Ra,uler K Bea -Si: e & Bearing=— tl,uplris-Post Caps-AOChms-CunnecliHs Clay, Jurtit-RibO. - ui lm-Ruol BraC. 9/.Allit Fepnio 1 WS e AF -Fuep lace Throdl A<ress Site K ROna:� Pioleetion-Dial) Stop -Ins. Bathes - •'YS�(hU ni• wui�luxS ur E..uuty 11 W.S-Sill 1191. & UrerenSiuns ::.i .; ..,. i'.•.t.�lipn is r; a9 +._.. .. __. .._- __ .__.. ..... _.-...-.._.. _..__ + COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone:3.89.1.- 751 7 County Center Drive, OroviIle CIP- -53"81-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE &PgAin...e ).? I PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office whet correction of work Is completed. If you have any question pertaining to this ma er, or need additional explanation, please contact this office immediately. Inspector Ay�6� Da 1-1d . COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this mat er, or need additional explanation, please contact this office immediately. AA 1 f I 1 i ;I b- Inspector Date 0 �O r • Z COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 — CORRECTION NOTICE DCDAAIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. A\ r -t -.5 C el 4 , ff // S, Inspector Date `� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2761 7 County Center Drive, Oroville — Phone: 5387541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance U exist at the above address and should be corrected. Please notify th ks office r when correction of work is completed. If you have any question pertain to this matter, or need additional expl atior), please ontact this office im dlately.� - s 4 d / �-•. n i 2 r �- 11611 yt- Inspector Date :�~"i�y` • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 - 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 'ERMIT NO. A routine)Inspection indicates that the following violations of County Ordinance exist at he above address and should be corrected. Please notify this office when c rrection of work is completed. If you have any question pertaining to this matte ,or need additional explanation, please contact this office immediately. /-Z� ldol ul i G U - a �. q MA - 6� Inspector Date ( r j Vwner'_{l..i.. ........, LOCATI0N ROOF $Iraterial Thickness(inches) FXTERIOR WALL `baterialFw 11P Thickness(inches) � CEILING Batt or Blanket Thicknesn(iuches) L clone Fill Typed Minimum Thicknssi(Inches)'�' Aren covered(ft. 1'1.0OR, ELEVATED —— Hateris1----T.ibe Thickness(inches FLOOR, SLAB" Material ' Thickn ars (inches) Width (inches) FOUNDDA'TIOII WALL Material Thickness(inches} E11ERGY C.ERTIF'ICA'i i.041. DESCRIPTION OF INSULATION A. P. No. Brand Name; Thermal Resistance (R Value)— Brand Ydnsne���q Thermal Resisteance(R Value)_ / , Brand Name C�rtc�i nT�wd Thermal Reai®tanca(R Value) Brand Name _- Number of }iags_L Wt Q per bag _25 lb. Thermal Rasiatance(R Vfilue)___,j_0^ Brand Nagana re�n¢rat Thermal Roeintauce(R Vrllie)__ .aLY___.__ Brand Name Then al Reoistanca(R Value)—. m Brand Nama_ Thermal Rea ieCaaycm(Value) ��_o� I hereby certify that -the above insula Cion was inatalled••in the above building in conformance wit1a t1le State of Califorc Snarly Recgu&raweaata, 11,1W Winn Insulation Co., Inc. _ 378407 FIRM id/►ME/OLINER STATE COttiPTTRACTOR S LgCf►IdSF N0. - -- SIGNATITRE OF INSTALLAT ON APPLICATOR — DATE I hereby certify the above insulation and all required items sae @Isom on the Building Department approved plans Lind attachments have been inetalled as required by the Strate•vf California Energy Requirements. All equipment, devices and materials aro of the quality prescribed or parr: specifically approved by the St:nte of California. FUJI t111NEVC7,1141:R (Picasaa print:) SIGNATURE 01 rtLaAL Y ,Z1(Z7TURi UWNrR STATE COPIIf2ACTOR °S LICENSE 1Iu. THIS CEk1'IFICATL HUST BE 011'1 F?LR WITH THL, ,• BUILDING, DEFPR'nlF.1+T F?:IO't iJ 'r':.1I/�l INSPECTIONINSPECTIONMi'ROV,tL yLl;I3 /, ;OPY RUL BE POSTED WITHIN TILE BUILDING'. "nuar.y 1984 ��3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT /0. 1 7 County Center Drive - Oroville, Ctliforniak95965 - Telephone 916/534-4541Ry APPLICATION AND PERMIT ) _/1 - ASSESSOR P CEL ER Z14 ZONI BUILDING PERMIT OWN R �r G TELEPHO E SQ. FT. OCC, BUILDING VALU ION S OW ER'S AI LIN D00 t i P CONTCTO)) TE E HO�t€,_^ -/'�v` J CONTRACTOR'S MAIL( RES Z n I9 Fireplace CON C I N LEN ER UNKNOWN Total Valuation 1 $ 40 7 91 5 LENDE 'S MAILING ADDRESS C- Filing Fee $ 10.00 Permit Fee $ if5'611s A ;AI ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ f Energy Plan Checking Fee $ �'� ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ACDRES 0 Permit fee $ .7s- PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT J SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 — USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 — Building sewer 5.00 — Mobile Home I S I G JW I 10-00ea TYPE OF WORK New [A Addition C Remodel ties ❑ Installation❑ Other ❑ Describe work: _ Permit Fee $ s' — Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 �Q Main service EA. ADD'L 100 AMP 2.50 ,-570 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): L-�J� I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code an my license is in full force and effect. License No. Classification SSS���— ❑ I, as the owner, or my mployees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCC P ._ OR ACDNS. ( ACC. BLDGS. '/x2sq ft NEW CONSTR ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea /POWER APPARATUS e1 (SINGLE OUTLET CIR. / EX. QCCUp(OUTLETS OR FIXTURES 8AL030 20@530 FIXED APLINIS EX. OCCUp. OUTLETS PIRESID.IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bYirin g 15.00 Permit Fee $ q 3,s WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate rtf Consent to Self -Insure. I shall not employ any person in any manner so as to become subject o the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating AQ 0 a 1 13O L4rz­ Coolin g -- Hood 3,00 5 �- Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree - gr save, indemnify and keep harmless the County of Butte against all liabi (ties, judgme ts, costs, and expenses which may in any way accrue against said ount i consequence of the granting of this permit. %� Date - Signature of Applicant — Owner LJ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolit' peon ruct- ion of structures over 3 stories in height. 77??fS Mobile Home Installation Fee $ Energy Inspection Fee $ -� TOTAL PERMIT FEE $ / CUP. CONST.TYPE �V/ V JFJJPA RC PD ssuE This p rmit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC BY PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS 7 'q/` -)--,,Y7 Date 4(_ -30�"r gff-r Receipt No. �7 ` /s. WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD- APP@ ANT ' COUNTY OF BUTTE - DEPARTMENTOF,� BLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION -DATA SHEET Permit No. OWNER �� ��. A. P. No. V7— ­� t3 Proposed Building..Use SF.L Building Inspector 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 bji,,preparer of plans. 4. Complete engineered plans and talcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid'' Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , . , , , , 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . " . . 16. Mobi lehome Installation Data. . . . . . . . . . Pr Pre-Inspec. request to 7 spection for Required. Building Inspector . Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. -Plot plan approval from city of 21. 22. When you issue the p-ermit, pro "cess as follows: Mai I to owner, _ �-� Telephone! F77' �T and hold for pickup w� Other , Applicant Y. _Mail to contractor. Deliver w/inspector. _DD to 4 41111 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nall—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date Plans checked Date Plans approved by _/--Sets of plans on hold in74File cabinet AP folder 669. / — Hours: 10:00 a.m. - 3:00 p.m. Copy—DPW 931(0,011) ate) V moi— � i . TO: Building Department - FROM: Environmental Health, Chico' SUBJECT: Sanitation Clearance >»e4 e 6reP/,24e,iiaA 4�. �7- 3Z- 1/7 Owner Lo tion AP# Plan approved for: sewage disposal LI-1/.water supply Hold final for: water supply Final clearance O.A. .for: water supply Clearance for � 3 bedroom home. Other Note*** / 73Q—d7 tarian Date TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance TJX �e 13 e %ee PlO Gz-/ 6-- e -0,4&,-y Za"e L/ 7- 32 - owner location AP # Driveway permit. �Z has been issued for the above property. date Sig ture �. F. - �N y� day aC�oy� .4o-oen e C MANDATORY MEASURES CHECKLIST FORM 1 Revised 9/83 Page 3 of 3 K1sSLF-R HE/V- ROMP DH yd' Nl6Hr 54a -6N - 0340 PLAN I FIELD DESCRIPTION (DESIGNER -1- I CHECK IINSPECTION I COMMENTS �— NOT I I NOT I I OK IOK I OK I OK I Equipment Efficiency I I I 52-5306 and 2-5307 1 I YE 5 I I I I I I I I 1 HVAC equipment water heaters and I, I I I I I shower heads and faucets certified) I I 1 1 I by the California Energy (CEC). I I I I I 1 Commission (CEC). Indicate make I I 1 1 I I and model number. I Insulation Quality I y ES I I I I I I I SEE S2-5303 to .2-5305 I FORM I I I I I Insulation specified or installed 1 4 I I I I meets CEC quality standards. Indicate type and form. I I I I I I HE/V- ROMP DH yd' Nl6Hr 54a -6N - 0340 00,777, ='-, -4 -t-7 INCORPORATED INSTALLATION w A D OPERATION MAN I UAL I 'IESMER70AL OR r M E H 0 9 L E H 10:10 ROOM "EATERS MASCHRV M r 10) Listed by: Pacific Inspection and Research Laboratories 4076 - 148th Avenue N.E. Redmond, WA 98052 (206) 881-7668 Manufactured by: FABCO, INC. P.O. Box 9 Eagle, Idaho 83616 N A 3 a� .y 7 E 0 U 3 m .y E 0 U 3" Combustible Wall 4" 9" to center Figure 3 Residential Briarwood II with back shield and pipe shield: Min. alcove ceiling height, 6'8"; min. floor protector, 38" wide by 36" deep; max. alcove depth, 48". These clearances require correct shielding. Combustible Wall 10" 141/2" to center center---► ° 3 m 7 13" E 45" Figure 4 Residential Briorwood II with. pipe shield and side shields: Min. alcove ceiling height, 6'8"; min. alcove width, 45"; min. floor protector, 38" wide by 36" deep; max. alcove depth, 48". These clearances require correct shiElding. If back clearance is increased to 18", pipe shield may be omitted. k anter --► 3 (D D N E 0 U RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY xrnR I Owner, 1//46% Fee 136 Climate Zone Permit No. ( ,4-97 Floor Area Z1�23 Compliance path: Package ❑ A ❑ B ❑ C ❑ Point System []Budget a Other S i b3 MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: ® Roof/Ceiling R r.> ® Wall ❑ Slab Floor Perimeter ® Raised Floor R- tiCj (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. I u C Shading Coefficient Description East (o {o DUO4 L f�L�4Zl N Com_ South (� < < ►� West Skylights (C) South Overhang Length of projection 7— ft.) Description (D) Moveable insulation: Area ffZ Description (E) Thermal mass Type - Area Ft.2 HC= Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger i R= (3) GLAZING• _ Ft. MC= (A) Location ❑ Type - Area Area Glazing %Floor Area Single Double Triple ® Location Total Bldg 3f7.4— /¢,7Sr y Type North p --- MC= Location East 5, 4- 7, S7 y_ �] South /, 7 MC= Location West —y X �J Skylights s (B) Shading u C Shading Coefficient Description East (o {o DUO4 L f�L�4Zl N Com_ South (� < < ►� West Skylights (C) South Overhang Length of projection 7— ft.) Description (D) Moveable insulation: Area ffZ Description (E) Thermal mass Type - Area Ft.2 HC= 7/83 R= HC= MC= Location HC= ❑ Type - Area Ft. MC= Location R= ❑ Type R= - Area _ Ft. MC= Location ❑ Type - Area Ft. MC= Location ❑ Type - Area Ft. MC= Location ❑ Type - Area Ft. MC= Location 7/83 R= HC= R= HC= R= - HC= R= HC= R= HC= R= 7/83 T -W M l JJA (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable.metal or glass doors covering the entire opening of the firebox; a combusibn air intake equipped with a readily accessible, openable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING VENTILATING AIR CONDITIONING SYSTEM (A) Heating 1' Central Gas Furnace (brand and model number) Btu/hr (heating capacity) Heat Pump C ft if *1 (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar type (liquid or air) model number solar fraction orientation collector tilt o� SE ACOP Collector brand and ft2 collector area collector rated y -intercept rated slope Other 9/,F&ff ST0Ve5 (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr (cooling capacity at 95°F) Electric Heat Pump Btu/hr (coolingca acity at 95°F) . Other _ rf CG(LIN& rA%J S T. D, (seasonal EER) EER (describe). (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall.furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be .sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 2 ` 6 FORM (6) DOMESTIC WATER SYSTEM ' (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) (B) TANK INSULATION. Storage type water heaters and -storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T2O-14O8(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission'. (7) LIGHTING f� (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature Z �,-, elevation 1'0 U ',.heating load BTU elevation factor Ism x heating load = maximum outlet capacity gas furnace qI3Z9 BTU Cooling: Summer design temperature /01,-,., cooling load 7-073 BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83SIG A U 0 XujiTLDTIN_G D�ESR APPLICANT 3 ZONE 11 OWNER GBL _ POINTS PERMIT NO. _. ASSIGNED ACTUAL 1. SLAB - INSULATION I I 12. Table 3-11. Horizontal RAISED FLOOR - R-19 I Orten- 3. CEILING - R-30. -30 Floor Area 4. WALL - R-19 5. NORTH GLAZING - 2.4-3.6% _ A / 4 'fip ' 6. EAST GLAZING - 2.5-3.6% Overhane Points 7. SOUTH GLAZING - 1.6-3.6% /,J v I 8. WEST GLAZING - 2.9-3.6% /Z 3.2 I 9. SKYLIGHT - 0-1.3% 10. SHADING (Exclude Overhang) 10-3.1 EAST - .66_ O SOUTH - .19-.42 up WEST - .13-.36 7i0 I .SKYLIGHT - .3J-.57 �- / 11. HORIZONTAL SOUTH OVERHANG 2' !/ D 12. MOVABLE INSULATION - NONE 1 0 13. INFILTRATION (Standard=0)(Tight=+12) +1 I 14. THERMAL MASS SF EroftWall T- 15. GAS FURNACE (SE) 71-76% 1 0 16•. HEAT PIRIP (EER) 7.5-7.9% 0 I y 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% I ( .37-.66 1 0 WOOD STOVE o ( WATER 4MATER I Total ATTIC % 1 OTHER CZ� F490 -1 TOTAL POINTS = �_ .83 up i 0 Table 3-1. Slab Floor Points Table 3-2. Raised Floor Points I Tn=-jla- I R -Value of Insvlstion I I R -Value of I l tiun ! ! I Insulation I Points I Depth, I I II I I inches 1 0-2 1 3-4 1 5-6 I 7+ I 8.0 I I f ! I I I below 3 ! -12 ! 3-4 ! -8 1 0- 11 I -5 I -5 I -5 I -5 I 1 5- 1 1 -6 I 12 - 15 I -5 I -3 I -2 I -1 I I 8- 12 I -4' 116 - 19 ! -5 I -2 I -1 ( 0 ! I 13 - 18 I r2 I 20 + I -5 1 -1 1 0 1 +1 1 I •19+ I t 1 i 0 7/7/83 Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I I I 22 I -230 0 I I 38 I +2 I 49 I +4 i Cable 3-4a. Wall Insulation Points R -Value of Insulation I Points 11 1 -7 19 I 0 24 I +2 30 I +3 TaDII a J -S. North -Facing Glazing Pte I I Glazing -zing type l I Total I I I ZSng1. Dbl, Trpl, I Fl000f r l U- l u- l U- I I Area 10.66 10.42- 10.41 1 11.10 10.65 ( down I I 0.1- 1.2 I +4 ! +4 +4 I 1 1.3- 2.3 I +1 I +2 I +2 I I 2.4- 3.6 1 -2 I 0 1 +1 I I 3.7- 4.8 I -4 I -2 I -1 I 4.9- 6.1 I -7 1 -4 r -3 1 1 6.2- 7.3 I -9 1 -6 1 -5 1 1 7.4- 8.2 I -12 1 -8 1 -7 I I 8.3- 9.7 I -14 1 -10 I -8 I 1 9.8-10.8 I -17 1 -12 1 -10 I 110.9-12.0 I -19 1 -14 I -12 1 1 12.1-13.2 I -22 1 -16 I -13 I 113.3-14.5 1 -24 I -18 1 -15 1 114.6-15.3 I -27 I -20 1 -17 I Table 3-7. South -Facing Glazing Pte 1 . 1 Glazing Type 1 I Total I I I Z of ( Sngl, I Dbl, Trpl, I Floor ' I (V - I (U - I (U - I I Area ; 1.10) 10.65) 10.41)1 !points I oints I ointsl 0 +! ++� 43 up to 1.5 I +2 i +2 1 +2 1 1.6- 3. - 1 0 I 3.7- .2 I -4 1 -2 I -2 I 5.3- 6.5 1 -6 I -4 I -3 I 6.6- 7.7 I -9 I -6 I =5 1 7.8- 8.9 I -11 1 -8 1 -7 I 9.0-10.0 1 -13 1 -10 .1 -9 I 10.1-11.5 I -17 ( -13 I -11 I 11.6-13.0 I -21 i =16 I -14 1 13.1-14.5 I -25 I -19 I -16 I. 14.6-16.0 I -28 I -22 1 -19 i Table 3-8. West -Facing Glazing Pts. ( I Glazing Type I I Total I I I I of I Sngl, I Dbl, Trpl, I Floor I (U - I (U - I (u - I I Area 11.10) 10.65) 1 0.41)1 I Ipoints 1 oints 1ointsl I up to 1.3 I +5 I +6 I +6 I 1 1.4- 2.2 I +3 I +4 I +5 I 1 2.1- 2.8 I 0 1 +2I +3 I 1 2.9- 3.6 i -3 1 0 1 +1 I 1 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 I -8 I -4 I -2 I I 5.1- 5.6 I -10 1 -6 I -s I 5. - 6.2 -13 1 -8 i -6 I I 6.3- 6.9 1 -15 I -10 1 -7 1 I 7.0- 7.6 I -18 I -12 I -9 I 1 7.7- 8.2 1 -20 I -14 I -11 I 1 8.3- 8.8 I -22 I -16 I -13 I 1 8.9- 9.5 I -25 I -18 I -15 I I 9.6-0.1 I -27 ( -20 I -16 I 1 10.2-11.0 I -29 I -23 I -17 I 111.1-11.8 I -35 ( -26 I -21 1 111.9-12.7 I -38 I -29 I -24' I 112.8-13.5 1 -42 I -32 1 -27 I 13.6-14.3 I -46 1 -35 I -29 I 1 14.4-15.2 1 -50 1 -38 I -32 I - nc roaacs I SC by I I I I Table 3-11. Horizontal South I Orten- I : Floor Area tation Overhane Points I East I I 3.2 I Skylight Points I 10-3.1 I to 16.4 T up I I I 6.3 I ( 0 -.19 1 0 I +1 I +2 EroftWall T- I .20-.36 1 0 I 0 I 11 I ( .37-.66 1 0 I o ( 0 I Total I 0 1 0 1 -1 T Sngl, 1 .67-.82 .83 up i 0 i -1 i -2 I Sngl, Dbl, Trpl, I South 1 0 13.2 I U- I 1 6.4 ! 8.0 19.6 I ( 13.1 to I 16.3 to I' to I 17.9 19.5 to I up I I 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 I 0-1 - -1 1 -2 1 -2 -3 1 .67 up ' r 01 -2 I -4 1 -4 •1 I -6 West I .1 1 1.6 13.2 1 6.4 1 8.0 I to ( to I to I to I up 0 I 1.5 i 3.1 i 6.3 i 7.9 I +3 0-.12 I 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 I 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 1 -6 I -7 .58-.82 I -1 I 3 L6 1 -12 I -15 .83 up 1 I -2 1-T I -5 I I -8 1 i I -16 1 -20 I I 3.7- 4.6 ! -5 ( -2 1 -1 I I 3.7- 4.2 I 11 Skylight I .1 1 .8 11.6 1 3.2 14.0 1 to I to I to I. to I to I1_S I Moveable Insulation] 1 3.1 1 3.9 1 5.2 0-.12 1 0 1 +1 I +3 I +6 1 +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I -- .58-.82 • -1 -3 1 -6 1 -12 1 -a .83 up I I -2 1 I -4 I -8 I I I -16 I -20 I - I 1 I I I Table 3-11. Horizontal South Overhane Points Table 3-9. Skylight Points I South Glazing Table 3-6. East -Facing Glazin Pts T T I Length Out I Area, I of Floor I Glazing Type i EroftWall T- 1 I Glazing T Type I I Total I I -'- I Total I I I Z of T Sngl, I Dbl, Trpl, 1 10-6.3 1 6.4 up I Z of I Sngl, Dbl, Trpl, I Floor I U- I U- I U- I I I I I I Floor 1 (U - I (U - I (U - I I Area 1 0.66- 10.42- 1 0.41 i 0 - 0.5 1 -2 1 -4 1 I Area .1 1.10) 1 0.65).1 0.41)1 1 1.10 1 0.65 1 down I 10.6 - 1.0 1 -2 I -3 1 ISints I p I oints I ointsl 1 1.1 - 1.9 i -1 I -2 1 1 D + 7 ♦ ./ 1 914I up to 1.3 I 1 0 I 0 I I 2.0 up I 0 ( 0 I' 1 up to 1.3 I +3 I +4 I +4 I I 1.4- 2.2 I -3 1- =2 I -1 1 I I I I - I 1.4= 2.4 I +1 . I +2 1 +2 1 I 2.3- 2.8 I -6 1 -4 1 -3 I Table 3-12. Movable Insulation I 2.5- 3.6 I -2 I 0 1 0 1 1 2.9- 3.6 I -9 I -6 1 -5 I Points I 3.7- 4.6 ! -5 ( -2 1 -1 I I 3.7- 4.2 I 11 I -8 I -6 I I 4.7- 5.6 I -8 ( -4 I -3 1 I 4.3- 5.0 I - 4 I' -10 1 -8 I I Moveable Insulation] ( 5.7- 6.7 I -10 ( -6- i -5 I I 5.1- 5.6 I - 6 I -12 I -10 1 I Area, Z of Floor I Points I 6.8- 7.7 I -13 I -8 I -7 I I 5.7- 6.2 1 -1 I -14 1 -12 I 7.8_ -_87.7_r__ -_13__T -10 1 -E 1 1 6.3- 6.9 1-2 1 -16 1 -13 I I 8.8- 9.7 1 -1.7 1 -12 1 -10 1 1 7.0- 7.6 1 -24 1 -18 1 -15 1 1 0- 5.5 I 0 I - I 9.8-11.2 1 -21 I .-15 1 -13 ! I 7.7- 8.2 1 -26 I -20 I -17 1 I 5.6 - 11.5 I +2 I ( 11.3-12.7 I -25 I -18 I -15 I 1 8.3- 8.8 1 -28 I -22 I -19 I I 11.6 - 17.5 I +4 112.8-14.0 1 -28 I -21 I -18 I I 8.9- 9.5 1 -31 I -24 I -21 I i 17.6 - 23.5 I. +6 I 14.1-15.3 -32 -24 I -20 I I' 9.6-10.1 1 -33 I -26 1 =22 1 1 _23.6+ I +6 I fIf 1I1 -I------t---I- b. Table 13. Lnfllttation Control Features Points -- I Com:rol Features I Points I Standard 1.9 air changes per hr Tight 0.6 air changes per hr Table 3-15. Cas Furn4ce Without RefriReration Cooline Points I Seasonal Efficiency I Points I I (SE), i I I I 1 I I 71 - 76 I 0 1 I 77 - 82 I +2 I 1 63 - 88 I +'4 1 ! 89 - 94 I +6 I I 95 up ( I I +8 I I I 8.4 - 8.7 Table 3-16. Peat Puma Points I Energy Efficiency I Polnts I I Ratio � (EER) I I I 1 I 7.5 - 7.9 I +3 I I S.0 - 8.3 I +6 I I 8.4 - 8.7 I +9 I 1 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +13 I I 9.7 - 10.2 I +18 I 10.1 - 10.8 I +21 I I 10.9 - 11.5 ! +24 I 1 11.6 - 12.3 I +27 I 1 12.4 I - 13.2 I +30 I I I Table 3-17. Cas Furnace With Refrieeration Cooline Points ;Refrigeracionl Cas Furnace I I Cooling I SE ; I I171 -177-i 83- 59-79-5-T I 1 761 821 881 941 u I 1 8.0 - 8.3 1 01 +21 -1 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +51 +91+10 1 1 8.8 - 9.2 1 .41 +61 +81+101+12 1 1 9.1 - 9.7 1 +61 +81+101-121+14 I I 9.8 - 10.3 1 +311.101+121+141+16 1 1 10.4 - 10.9 j+1Gj+l2j+l+1+161+1S I 1 11.0 - 11.6 1+121+141+1614'181+'20 1 i 1 ! I I - I 7/7/83 TACIE 3-14 (ADAPTED) MASS nVFttINK ARCA tn11ARF FnnT ZONE it INTER.ION THERMAL MASS POINTS AREA SA. PT. 1,000 1 A 8 C D A 1,500 8 C 0 A 2,000 B C 0 I A 2,500 8 C D I A 3,000 8 C D I A 3,500 e C O A 4,000 6 C D I A 4. Soo 6 C D a 5,000 ! 50 2 2 2 2 2 2 2 0, 2 2 2 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 00. 1,000-1,499 a 0 0 100. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0! 0 0 0 0 1 ISO 6 6 6 4 4 4 4 2 2 *2 2 2 2 2 2 2 2 2 2 t 2 2 2 1 2 2 2 0 2 a 2 0 2 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 1!2 2 2 . 2 0 250 10 10 a 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 307 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 7. 2 2 2 7 2. 2 2 2 350 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 ± 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2 4 4 2 2 S 4 2 2 500 IS 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 •2 6 6 0 2 4 { 4 2 4 4 4 j 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 6 6 4 2 f 6 6 4 2 1 700 1 24 24 20 14 18 16 111 10 14 14 12 8 10 10 10 6 10 10 a 6 a N 61 {1 e 6. 6 4 6 A 6 4 6 6 6 2 230 26 24 22 16 70 16 16 10 14 14 12 8 12 10 10 6 10 10 6 6 10 R 8 4 ! I 6 6 4 a6 6 4� 6 6 u 900 1,000 I,;OU 1,200 28 28 74 30 30 26 .1± 32 28 34 32 30 16 18 20 22 22 22 24 26 20 20 21 26 18 20 2Z 22 12 14 14 16 16 18 20 22 16 18 20 20 1.1 16 ie 18 10 10 10 12 14 14 16 18 14 14 16 18 12 12 1{ 14 8 8 8 10 12 12 14 14 12 12 11 14 10 10 12 12 6 6 8 8 10 12 I2 14 10 10 12 12 3 10 10 12 6 I a 6 10 6 I10 8 f•12 a 10 10 12 ' 8 8 10 10 4 6 6 6 110 8 e 1D a 8 10 10 6 O 8 8 4 1 4� C1 6 B ^ !a In 8 a E IP 6 C f 8 c i 4 i 6 1,300 1,400 34 34 32 34 34 32 22 24 28 28 26 28 24 26 16 18 21 21 22 24 20 20 12 It 18 20 18 20 1t 18 10 12 lu 18 14 16 14 11 6 10 14 1/ 12 11 12 12 8 8 12 14 12 11 10 12 6 8 12 12 10 1± 10 :0 C [; 10 10 10 10 F 13 o 1 S 1.100 136 ]1 34 21 30 30 26 18 24 24 22 11 22 20 18 12 18 18 16 10 1 16 16 14 8 14 14 12 8 12 1: 10 GI ;7 I 1: ! d i 2,000 I 2,507 J.CGO 34 34 32 22 30 34 30 34 26 30 18 22 26 30 34 26 30 32 22 26 30 16 18 22 22 26 30 22 26 30 20 24 26 14 (20 16 18 24 28 20 24 :6 iS 22- 24 12 14 16 124 18 12 18 22 24 16 18 22 10 :2 14 16 20 22 16 20 22 i4 18 20 C� I: 14� 14 1y :2 14 I- :J 12 it ) 8 j :U li 3,500 4,700 - - 32 32 30 20 30 32 30 32 26 30 ld 20 26 28 30 24 26 16 18 26 78 Z4 28 27 24 141 if '1 25 ;4 Zi 20., 2: 14 lf` 4,500 1 130 32 32 20 20 3U 30 26 1E j i!f ±- ;f •; S_QO = ' -_-----172 _,?. 2e 20, to :6., 1= •! A) 1. 31s' Concrete Slab: HC•8.93: R•.27: Factor•7.3 2. 3 3/4' Thick Common Brick: ,,C Br R•.13; Factor -7.3 8) 1. Spy' Concrete Slab: HC•14.106; ?•.458: Factor -7.1 C 1. 8' Solid Filled Block: HC•20.63; R-1.93; Factor -6.1 2. 8' Solid Filled Block With Bath Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thersal'Mass Area: HC -10.164; R-.96;; Factor -6.1 0) 1' Thick Concrete/Tile: KC -2.55; R•.083; Factor�-3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heatin¢ Points I Points for this measure will I be completed after the CEC i I has approved an Alternative i Component Package for Resistance 'I I Beat. Table 3-18. Active Solar Space Hestlne with bas Points Net Solar Fraction I Points (NSF), % I I 0-6 i 0 I I 7 - 14 I +2 I I 15 - 23 j +4 I I 24 - 30 I +6 I I 31 - 39 I +8 I I 40 - 47 I : +10 I ! 46 - 55 i +12 I I 56 - 63 ( +14 ! I 64 - 71 I +18 I 72 up I +20 I wood stove #33 points -(no back up) ca.sablanca fan + l.point Y.ultltamll (pit unit points) Floor Area Net Solar Fraction (NSF). X per unit, ft2. 0.9 1 iv -ii I 2ir29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 • +4 +6 +8 +10 +12 +14 1,500-1,999 0 +l +3 +4 +6+7 +8 +10 2 000 and u 0' +1 +2 +4 +5 +6 +7 +9 All pothers (pe build ni• points) _ 8U0-899 0 +5 +10 +14 +19 +24 +29 +34 900-999 0 +4 +9 +13 +17 it +26 +30 1,000••1,199 0 +4 •1-7 +11 +15 4.19 +22 +26 1,206-1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +lc 2,400-3,979 0 42 1 +3 +5 +7 +8 +10 +11 3,00.0 ar.d uo 0 +1 +3 +S +5 4.7- +9 +10 Table 3-21. Other slater Heatlnq Pts. i System Type I Points I I I I I Gas Only I 0 ; I I I 1 Beat Pomp I 0 I I 1 ( Solar with Electric I ( Re+!stance Backup I 1 i Meeting the Require- 1 I I vent• is Part 2 I 0 I I I I I Electric Resistance I I' Only -40 ! Return to DPW AGRICULTURAL STATEMENT QF ACKNOWLEDGEMENT HORDED ACRECORDS COUNT`( UFFIC.A FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement , be recorded prior to issuance of a building permit.. 10 APR 1 AR 11• 8'7-13463 The property described herein is adjacent to land or included GANDACE J.GRUBBS within an area zoned for agricultural.,purposes, and residents of thiCLE�K.rRE �RQERFEEE -- property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited. - to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 19, as shown on that certain Map entitled, "WATSON SUBDIVISION UNIT NO. 2", which Map was filed in the Officer of the Recorder of the County of Butte, State of California, on July 27, 1981, in Book 80 of Maps, at Pages 92 and 93. ' Date: 4/14/87 NOT CO,%0ARED W111 OFJOINAL DOCUN%E91 State of Ca. ) On this the 14th day of April 19 87 , before SS. me, the undersigned Notary Public, personally appeared County of butte ) DAVID D. BEEBE********************************* Personally known to me. / Proved to me on the basis of satisfactory evidence. ■■sosrss■s■©■ss■sess■■■s■ ®to be the persons) whose names) is subscribed to ■ :the within instrument and acknowledged that he ■ ,�?�C;ELA D. NiASTELOTTO mexecuted the same for the purposes therein contained. ■ NOT::F!`r FiE3LIC-CALIFONNIA p ■ .°� , IN WITNESS WHEREOF, I hereunto set my hand and official seal. ' Bate County ■ ■� �v My Commission Expires Sept. 7,1990 ■ ■ ■ ®e■■®scs■®®■tasssse■■s■■■■■ � G Notary Public ANGELA D. ELOTTO Present A.P. No. CHICO UNIFIED SCHOOL DISTRICT Remarks: 1.163 EAST SEVENTH STREET CHICO, CALIFORNIA 95928-5999 (916) 891-3006 CUSD IMPACT FEE CONTROL SYSTEM CUSD n ID # ( 5 ) fS'76o / "7 DATE (9) _ 41bj /67 COMPANY NAME (17) APPLICANT NAME ( 15 ) 11..�AJ1M BkQ& S 111n " a n ADDRESS ( 20 ) vc ('� qJ qD_ro PHONE NO. ( 12 ) A. P. NUMBER (includin lot number) NO OF (12 ) Yr%�^, Q—!? T% o�% ��9 UNITS � AMOUNT ��'�,s TYPE (5) (9) (4) TYPE: M - Mobile home H - House (including condo, townhouse, apartment, etc'.) A - Addition 0 - Other (specify in remarks section) # SQ. 2 FEET ( 6 ) �•J ADDRESS OF RESIDENCE (15) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * Total Amount Paid $ 6D RECEIPT Paid by check # S Bank Number Paid by cash Signatu e 6f CUSO EmVloyee * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Original copy - Applicant Yellow copy - Accounting & Purchasing Supervisor Pink copy - Clearing Account Record 2/26/87 Filename-IMPACTI.FRM e i Temp. Pow Called Temp. Elec Called Temp. Gas Called JOB FINAL Slynek 1.194-87 . .: 2142-87 PERMIT NO. / PERMIT EXPIRES OWNER DAVE BEEBE CONTR. Bonita OPools ASSESSOR PARCEL 47-32-47 LOCATION 14064 Greenberry Lane. Chico e i Temp. Pow Called Temp. Elec Called Temp. Gas Called JOB FINAL Slynek =OK 0 = Not OK =NotReaiable dvMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s DE,,te DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s VZoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beam s-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -61 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date PO S (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex ConnectorA. etbacks-Easements 6. Water; MH Test -Regulator -Connector if 46ils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval Pool Structure; Steel -Connections -Thickness - Aad Men -Lining. 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch X lec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy lec.; Pool Lighting; 15 volts-GFI . Ele .,' Enclosures; Conduit Entries -Terminals -Listed 7 ec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8: Iec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. xes-Enclosu res -Panel boards- Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date . " ealth Department Approval . Plumb.; Cir. Test -Water Supply Test Card -B1 Card -B1 Date Card -B1 Date Dat 4" Card -B1 Date = OK = NotOK RESIDENTIAL (Single and Duplex) = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls; Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors - 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration -Wal is-Wndws Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -61 Date Card -61 Date 66. Stairs & Rails Card -B1 Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. In Garage; Above Floor-Mech. Protection Air-Connector-P.R.V.- 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. &Mech. Equip. Listed for Location 28. Su Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. or Cu or AlAl 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or Al -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic 0 Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light .' 79. Following instld.; Drive 0 Yes 0 No; Walks 0 Yes 0 No; Planters 0 Yes 0 No 80. Stucco; Brown -Finish Card -B1 Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -131 Date 82. Vents Above Roof; PIbg.-Appliance-Firep I. -Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect,.Electrical, Plumbing 33. A.C. Ducts Insulation & Support - 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -61 Date Card -61 Date Card -131 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card -B1 Date Card -B1 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) ti COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.,/ 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 D D / X APPLICATION AND PERMIT «!/ ASSESS PA CEL NUM ER ZONING BUILDING PERMIT Owrj6f TELEPHONE S . FT. OCC. BUILDING VALUATION O"j"R'S AILING DRESS 704r CON RAC TOR'S NAM �/ /f h 1 r tS TELEPHONE CCF RACyp R'S M LING AD RE55 �.` y��`� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Energy Plan Checking f=ee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS , Penalty BUILDING ADDRESS r rr Permit fee !$ $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTU 44 n SF ❑ Duplex❑ Mobilehome❑ Other �f'!U ` SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK ttlities Instazllatiio Other ❑ New[Z Addition ❑ Remod126��Sf& Describe work: V— VC%� Permit Fee $ /S (� Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 611v OR LESS 100 AMP OR LESS 10,00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s Code and my license is in full force and effect. License No. ZZ�� —Classification-e��3 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.81 OR ACDNS. 1 ACC. BLDGS. y2¢sgft NEW CONSTR. U TI -OUTLET NON.RESI0 BRANCH CIRC TS 2,50 ea POWER APPARATUS eJ SINGLE OUTLET CIR. EX. Occup OUTLETS OR FIXTURES 200030 Ex. OCCUp. OUTLETS FIXED P(RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 00 F C, _ 6 . Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agr a to save, indemnify and keep harmless the County of Butte against all liabil' ies, judg nts, costs, and expenses which may in any way accrue agains id ount consequence of the granting of this per t. X Date B Signature of Applicant — Owner❑ ContractorAgent An OSHA permit is required for excavations over S'deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ / O OCCUP. CONST.TTPE cNooL I's FLo D ARCEL PD X,-V, This permit is hereby issued under sions of the Butte County Code and/or wor dicated above for which D! ECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date AZ� ` Receipt No. 06'7 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT YC?OsrjUN,.-' Ty Yitw,OFixBUTTE - DEPARTMENT EP, aAhRwT� MENlTY;OF-PUBLIC ,c WORKS q- BUILDING ULYDING�t �DIVISION It�V• IS�IO�N - • � t' .w4;.,1•. ; ., . 1r. ' r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA, 95965 - TELEPHONE: 916/538-7541 ty) PERMIT APP61CATJON DATA SHEET Permit No. >w // 75 OWNER Q V n �C e A P No. 7- Propos' , ed -Proposed Building Use .Lon Bui••Iding Inspector Date 4 At tF�l of ermit application, I was advised the following data must be submitted prior to permit processing and/suance: DATE RECEIVED APPROVED . All items have been submitted. . . . . . . . . . - 2. Plot plans in duplicate/triplicate, signed by preparer of plans. 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from --Health-Dept. . . . 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . •13. Contractor's License Information (no., name style, classif.) –14. Owner -Builder Verification (Given to owner❑, Mail to ownerE]) — _.—...._ 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . . . 17. Pre -Ins ection for _ _ ..___. _ Re uired, Pre-Insperequest to (Date) p —, q Building Inn spector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit.- 20. ermit. 20. Plot plan approval from city of_ __ p 21. _ F 22. — — When you issue the permit, process as follows: Mail to owner, ti?aii to contractor- i Telephone and hold for pickup at office, Deliver w/inspector, Other 4 Q/21� v> Applican Date ( Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. ---- 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—rlail—counter by date Contractor, designer, owner, was advised c? above required data by—phone—mail—co date unter Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance Owne Location n, AP . 1 6 Plann approved for: sewage disposal water supply Hold final for: Final clearance O A . for: Clearance for bedroom mobile home. water supply water supply Other Note*** Sanitarian Date 1194-87 PERMIT NO. Q� PERMIT EXPIRES v OWNER PAVE.")BRRRR CONTR. H R H Const ASSESSOR PARCEL 47-12-47 LOCATION 14Q64 CreenherrV Lane, Chico Temp. Power P Called PGI Temp: Elec. Se Called PG! Temp. Gas Ser ] Called PG! ` JOB FINALED Signature 0 = OK 0 = Not OK NNt otReadyable MOBILE HOMES ; MISCELLANEOUS Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -Bt Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -1211 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s ' 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -1211 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH•Test- Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -1211 Date Card -B1 Date Card -B1 Date = OK o = Not Applicable - =Not Applicable ' RESIDENTIAL (Single and Duplex) ; ' = Not Ready Date -UNDEJWLO001 (Plans)"OK except #'s Date FRAMING (Continued) - on' r uirements-Setbacks-Easements 44. Hangers-Post Caps-Anchors-Connectors g., in; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties- Purl in-Roof Brac.-Truss-Shthng.-Rfng. Soils-Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue-Fireplace Throat es & Decks; Soils-Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection-Draft Stop-Ins. Baffles temwalls; Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors-Sill Hgt. & Dimensions emwaIIs,Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing Steel-Wrapped 50. Property Line Firewall & Openings 8. Piers-Fireplace Ftg.-Steel 51. Ext. Doors-One T-Check Garage-3rd story, 2 exits FaR­Fittings-Test-2 way C/O-Sewer Test 52. Stairs; Width-Headroom-Rise-Run-Landing-Fire Protection 10. Gas Pipe; Size-Anchors 53. Plywood on Roof Overhang-Attic Vents-Rafter Outriggers 11. Water Pipe; Test-Anchors-Regulator-Service Test 54. Siding-Nailing Veneer 12. Electric; Underground 55. Stucco. Mesh- Drip Screed-Fd. Vents-Underflr. Access 1 . Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area-Glass Protection-Skylights-Plastic 1 .Girders-.Sills-Anchor Bolts-Joists-Vents-Cripples 57. Shear Walls; Nailing-Bolts 15. nsulation 58. Insulation-Walls=Clg. 59. Infiltration-Wal is-Wndws Card-131Date Card-B1 Date Card-B1 S Date I1 ')' Card-131 Date Card-131 Date Card=B1 Date Card-131 Date Card-81 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent-Access-Combustion Air Date FINAL s) poxcept #'s 17. Water Pipe; Test &,Anchors-Nail Protection 60. Ext. p Dqj6r & Sidelight Protection-Landings 18. D.W.V.; Test-Fttngs &Anchors-Nail Protection--6T.`Srp&qe Dete for 19. Shower Pan; Test, First Floor-Tu Access 20. Test Tub & Shower, 2r)6yIoVTbk Access I 1 4 62. ce; V nts-Clearance-Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 21. Gas Pipe; Size & An or 63. Bedroom Exi ' 64. G.F.I. & t ixtur Tub Access-Spa 65. Elec. S ane Breaker Sizes-Labels 6 . Stair 7. Firep ac oro - earances-Hearth 68. Elec. O 1 is a Wood Panel; Int. & Ext. Card-131 Date Gard-81 . Date. ' Card-Bt Date Card-B1 Dat Date Date ELECTRIC AL (Permit) OK except #'s 22. Fixture. Transformer exce nc 's c 69. Kit. Fix & App iance; Grnd. -Air Gap-Cooking Clearance ` 23. Elec. Receptacles Spacing-Lights 4c es at Doors 70. Elec. O is Receptacles at Kit. Counter 71: Garage Fire Door; Swing-Landing-Closer 24. Size Boxes & No. of Conductors- le 25. Romex Installed Close to Edge of St s & C.J. 72• A.C. Duct in Garage-Damper 73. Wtr. Htr.; Vents-Clearance-Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 26. Equip. Ground made up w/Mech. Fas ers-Bond Gas & Water 27. 2 Appliance Circuits in Kitchen & C ductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI-Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation-Foam-Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction-Post Caps 30. Service-Riser Conductors & Ground-Main Disconnect 78. Fdn. Vents & Crawl Hole Door-Drainage & Wood-Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light-Shower Light-Spa Light 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown-Finish Card-131 Date Card-131 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card-131 Date Card-B1 Date 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle-Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace-Vent; Access-Comb. Air-Return Air Vent-115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test-Meters Tagged; Gas-Electric 89. Water & Sewer Connected-C/O to Grade-HD Approval 90. Energy Compliance Certificate-Other Certificates Card-131 Date Card-131 Date Card-B1 Date Card-131 Date Card-B1 Date Card-131 Date Card-131 Date Card-B1 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card-131 Date Card-81 Date 39. Walls Studs-Nailing, Spacing & Bracing-Plates-Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings-Stairs-Chases-Tub 43. Header & Beam-Size & Bearing V " w COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville, California 959f5 - Telephone: APPLICATION AND -PERMIT WORKS PERMIT NO. / 916/538-7541 ASSESSOR PAR EL NUMBER ZONING :5-E% BUILDING PERMIT TELEPHONE ,5`Q, FT. OCC, BUILDING V UA ION OWNER'SMAIL NG/ ADDRESS G L- / I ��• �/ / l G-sl� CON RACTOR' NA � TELEPHONE � CONTRACTOR'S MAILING ADORES lX 3J' �C � �, Cl2Qlr1�� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS dx..e-- ' Permit Fee $ ARCHITECT ��,,O OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ O - PLUMBING PERMIT Filing Fee 10.00 /' l / LAV Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Additiong RemodeIEJ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (Check.one): ' I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions de and my icense is in full Byte nd effect. License No. Classification �j 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.y , OR ADDNS. ACC. BLDGS. 2/20sgft NEW CONSTRMULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS tr SINGLE OUTLET cIR. / EX. OCCUp\OUTLETS OR FIXTURES 20@50C eAL®so FIXEDEl Ex. OCCUp. OUTLETS P(RESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I dec.lare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate o nsent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to ent the above-mentioned property for inspection purposes. 1 also agr ;ead e, indemnif and keep harmless the County of Butte against all liabi Itigments c sts, and expenses which may in any way accrue against County in c n equence of the granting of this permit. —{�� X Date a �� r1 Signa re of Applicant — Owner ❑ Contractor B ---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 $ �7 TOTAL PERMIT FEF,/ o DP C PE FLo A c PO NO Is9y� This permit is hereby issued under sions the Butte County. Code and/or wOr i dicated above for which I &OR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date FReceipt No. (1a f� WHITZ-O.P.W.. YELLOW-ASSE330R, PINK -INSPECTOR. GOLDENROD -APPLICANT W COUNTY OF BUTTE - DEPARTMENT -.OF PUBLIC WORKS - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534=4541 PERMIT APPLICATION DATA SHEET Permit No. / �/ OWNER — `— A. P. No. % 7`9,?/ T / 7 Proposed Building Use /�/.-Building Inspector Date' G 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. 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. LL5. Plans with Energy Design Compliance Statement. . . . . . "�4. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . g' 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . , , ... 9. Letter of signature authorization. . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ). _15. Improvements may be required. . . . . . . . . . . . 16. Mobi lehome Installation Data. . . . . . . . . . Pre-Inspec. request to (bate) 17. Pre -Inspection for Required. Buildin Ins ector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. 21. f 22. Plot plan approval from city of When you issue the permit process as follows: Mail t y Telephone Ff / 7 and hold for pickup atZ Other mer, Mail to contractor. !!kdice, Deliver w/inspector. Applicant 1`71--07 e �/k?y/ r Copy of plans sent Health Dept., Fire Dept., —Other—Date The following data must be submitted prir to pe it 1. Index permit for above items No. 2. Additional items required: nce: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone_mail—counter by Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by, Plans checked by Sets of plans on hold in Copy—DPW Date • Plans approved by File cabinet AP folder _ date — date Date% -7-e,-2 — Flours: 10:00 a.m. - 3:00 p.m. PAI TO: Building Department FROM: Environmental Health, Chico SUBJECT: Sanitation Clearance ,e�y. - 4l7 — 3Z y7 Location AP# Plan approved for: sewage disposal water supply Hold final for: water supply Final clearance O A . .for: water supply Clearance for bedroom mobile home. Other Note*** Sanitarian Date IN air S� r"i a a z© �Nfo "pjAceS t rF JU r bet,(- ext tr j P/y /6" Oc I �.4 IN air r"i a z© �Nfo t rF JU r r9 u wad_,' Northenra +. I ���y] N[��y�7�..yWWy�.. f'Sao-'iw.i f �Wr" � 1 x .aJ..��/ 1` / � i�� ��e(�K4 y �lf'14?� `7`• '� ...: e:-....,tee.•.+-enc..+aq.,'w+..ew.=-•�.,'...v.�,; w+. h Builders 17, z .'x.' K Iz- 3o cep VI c vk?- i + oc m, s n 1 F 1 .a� 0- 'a��c:.w>�•�u,&�tt�aK=.artiw�mur+.,-um^�:.-fir 4acr�m;:s.�^e�Y:ti�'�„��tu...;�w.;5su�a^,.:�t;.xea mow.. "v;:.rza"u ct r - t:rn°"' 6039 Voltz .� ,. :�. .: .,.-� .�+.r:+.x. ,..-..��-ww�.,�.�.z.a:.. ,..,...W, ,.,,,.�ytx,..�=....,. .. _� ��.•'x�+k'�ei(b;r1s 1pe.yM"k:�.u� �. � '�'�.'3'.�"w��«... �.m�'_" 1- AL, ,96T MAT Iia�fI;�C1_ R, S THIS DESIGN HAS BEEN PREPARED FROM COMP+tTER NPOT. SliBt<tITTED BY iRUss �� - • 1 TDP' CHGI<D 2);4 FIJI-LARCH 01 TC �-LOC G--R: D. 3 7.2i 13:25 19.'5 6.°1 BG`i• CliffORD< ?XS FIR-LARCH -y o 9-?� 17.28 2'0.21 WEBS ?XIS! FIR LARCH TARDA D BC ii- L��C L-R : kf. _9 O CT• L , S muST BE 1�+:F ALLEG M ACCORDANT - -41TH 2 ����LE TE TRUSSES REOU I RED NNE DR P .� REQU`IR' LENTS OF I_C_3"-G,. RESEAF REPORT -#-254 . 16G NAILS FASTEN TCGETHER w1TH - - ---- I6 0.0 LEFT T_t RIGHT ANyD TOP CN --' _-- _ STA:GGER.E% ALL PLATES ARE Ts BE Cttf:?E+�cti %rN THE JOINT., �- _ 4 O.0 iCtP TO BCTT[}M. EXCE#� x SHE;> Ci -TEU 8Y CIRCt_E OR DIMENSION. WEBS ---------------- I--�_� q" O.C. SEE DRAWING 13Z FOK '`P_�TE it�CI-TIONS ON TYPICAL .POINTS." 60T CH -- ---DIA. BE SUBSTITUTED NOTE: {it I/ DIA. TtiRU-BF1LT MAY TRUSS DESIGNED WITH EaetkL P-,r.ELS B:'TWEEN INSIDE ENDS FOR (2 --NER NAI_`S sf B�O'TOM' GrtOkO Or.LY. ETF SCARF CUTS WILESS OfhER%,:=SE NOTED_ TRIS ulRtiiR 1-x,5 BEEN DES�FNSPANOFR4MrNGTTO THE RCT r:t,•;1RG All nails specified are common wire nail. FRLttt <<tIE STDC--_ D�' Or SPAN FRAM"NG TO THE T£/BC SPLIT OPPOSITE SIDE-- C` F a3. 0 PL G1ViNG. A TC f AD 11F 52 PLF AND BC I-OAO p, Ii IS THE RESP uNSIBFLF:Y OF i> F BOILD111M DE3!G;,ER AND TRUSS FABRICATOR TO REVLEV TiII.S. ITP 1.t:itG PR 9k TO CUTTING LUMEER To � Bottom chord checked for 10 PSF live load. VERIFY THAT ALL DA4?'A. INCLUDIIYrs DYr:EhSisDrNS 40D LOADS, CONFOkM TG THE ARCRITE TURAL R--AMS !SP'EC IF 147AT I ONS '-`I: "r. ABR I CATCR `S. TR 5S LAt<YOGT Top chord shall be laterally braced with properly connected; purlins spaced at a maximum of 16" 0.G.., unless 5 plywood sheathing; is attacined directly to top chord., By.customer reques% sou; spec_fi— #^/f cations on this drawing exceed. results$ �.� / - o� engineering-: anal;sis _ e ^, y s_X7 R:-45E1V t I.;�- - ;,. P _ 13-':I-0 — ----- - s f i PLATE- TYPE--R PINE SEOt�i' - '? dBT FURNISH S COPY OF THIS DESIGN TO ERECTION CCNTRACTOR 0`SIGN CRIT REF z 27--781 c - a4 TflG.»ES FtU.Ik_ Eh•kETI; Lht; v"•� ' . _ iL^Y.tiL E�ult�u2.• < , �^ "'rt'Sr�`^ ` .O [ME �( r:'yTp t r E s r- EE REE-r_.-SI", i3� �'J" WARNING Ik FC3fi1iLT�.�. MrTtiki nNd �f% •t{t ..-`�+ LLI@'. P F .�Ai� 6�li��C7DIP.�IS.I ANT fid.- N a anf..Sk' i.4r'9-tit��"s_ :�?�* y�f(i r a s EA I hi c4 4.T M. !'-TION, FRS 1�T-7! '; is _i�i- t-FUpei4 eui [a Y'�' Kt,°�4 Ik c1,RiFOArv;&C t�',_liTRR TAD S.`curxSEttc'frtidr -Tau:, �e'i s, T� Di. D. 0 -.PSF DR4iU CF1u5R427 e: 222007 r1. 4=_ 't ta- MITRE: T"k-RL- at TF1. F FINE CFiNtiECTG z, i+i1. OESI[l. FO5 Tit IZi .tF:. �FELI.'t �ETLtFr rm'��yr. wjfnuT Eu Frkx: 2f4 .:KzE G&vj*;IjE0- Z-,E£LU1£�S *X Riiw_I;ir RsrLv+Etltt+is. inns! OTHERir4 :A j- J tCW BC DL5 _ .PSF CA-ENG ;� ... SERIJFi, -,W CfMr IkfU 9E LA-FcRli; 3AFfxG t . 1lf3 3� i _ _ m r iYttllfr EI�1 'ENTs f7r ifiiti 1%446 G'nfiF A. LD cctar: az~ T4tuirFfrt:Icrr nlra; Ixrl �nry r.4 ii:rr PR.LkI.T arTsi<►�Ii" rlydu,�r rcTlirnw:,. j„- • . IDT.. 3 i. PSF D!R LEt�f. Z6 6 ITCH c /_HEfiliM910Th;.Fd 4” t)-1Fo 1a2i:'stTilikvMSIM-W- IliiUL"G-aiftr!WiTit RIGIDEEILIW-AROR2LING s-'DURAFRC. 1.2S PSIliti O..0/1ZMM ,. STFiORTi�S. -Rd..i FfPLi7�EmLY1sT0AS G"itN YI kfFIi.ERAEIWtDANT3RErl EO I� � a �±1SPACING SEE ADO E TYPE COMM-- GIRDF.W •TPi ;P: TI. -Rus. i;LgTE-ts..,U E. Ns - rMOWi OrizjW CIFICAtIP-% FV it" MLT; fiirr7N _ - 3OB: 11753 MATT THIS IDESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABR ATO', � _ TC X—LDC L—R. g.,29 2`.13 ;fi-2b"1B,ZE. 14.24 18.37 28.21 TO'? CHORD ZX6 FIR—LARCK SS. EXCEPT AS SHOWN - ROT CHORD ZX4 FIR—LARCH *1 BC X—LOC L--RA 8.29 2`-Bs7 6.25 10.25 14-24 18-58 28-21 WEBS2X4 'IR—LARCH, STANDARD - ,T1-2X4 FIR--LARCH #1 CONNECTOR PLATES 'MUST BE INSTALLED IN' ACCORDANCE WITH REQUIREMENTS - REOUIRFMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE 'CENTERED ON THE JOINT, LEFT TO 'RIG'HT' AND IT TS THE RESPONSIBILITY OF THE `.BUILDING DESIGNER AND TRUSS 0 BER 'TO T^P TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR TO LDATA, REVIEW T�NCLUDINGNDIMENSIONS AND G PRIOR TO TLOADSING u�CONFORM SEE DRAWING 132 FOR "PLATE LOCATIONS ON TYPICAL JOINTS_' VERIFY THAT ALL DATA. TO T14E_ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S ' t - REFER TO DRAWINGS'' Alfa' AND A1B4R FOR OVERHANG DETAILS- TRUSS LAYOUT. 2 d to support Conventional framing is not the responsibility of the truss This boston hi? is designedjacks with` designed. designer, plate manufacturer',.nor truss fabricator. Persons no webs. In addition this baston hip is designed to support erecting trusses are cautioned: to seek advice by local 12" top chord overhang. professional engineer- regarding conventional framing. - ?fer to drawing 3,022,656 for gable fill and required top Nord bracing. _ Bot-or- chord checked for 10 'PSF live load. 71 6.07 ,�XS 4X8 2X4 i2 4118 7 3X5 iXE `` — �L•.DL 5X5.SX�# 3X5 3X5 ~X" 241f, O.H. .- ._ 20-6-0 OVER 2 SUPPORTS?, ti _. FURNISH R COPY DF THIS DESIGN:TD ERECTION CONTRACTOR T-r REY�IPLATE T`fPE--ALPINET�MDpN-p-1QD5 nD T1� sn,Ir DESIGN CRI7 ;REF "� ptA � :1► lr�fET�IiVsT� �fiL sDi 6E FLPME cRE5�0�62N cRED =FCRI'iiiiW RNING I7� liiNDLlir.. fA�iTI6t HBO �YF5'r , � y DEyr�7la Fsron TsESE ;S►ECIFILWTJCJs ar f iT DEraartdA Faun tsitACIAG sFE-erg-:E.1Wx-tW Q�JCD TOSS: o ti 4 F TC LL I b . PSF`=iIF3T�' / Q O o i Ii5 WSI;N DR Off FhILW M luto TIS 7RUSs 1N CDiFtiANM MRIXTIM FM RF'MMMWIM-STIPM SEE /i '� ` `�1 "'�C DL 10 . Q p�F' T 8T17i 2 p C : 'MITT C 4ZL KWJL- if TPI. "MI DSIMTD6 IRIS IE=1" FV iODRItRA S>'ELI+i. lERTi� VITNT)e ��. a _c, � MMATlCTMO FIS tD � IxliMiil'FD SIM'" Eis ow JOCIsa RMUEPSM U NLM DTWNM Be M.+ 5 . d PSP CR-gaG�Rp DT e+tlzE s1uiJ1, RFETLIC sf$IIJFJ!l37lsi OF asTa R.,c oc+r- aL si+ow. 'TW DOC sftt JF u+TMar`rRRc® ''E3T LD. 3i . d'P 0!A ;LEN. 11-fi 2_C meEtT>�s 7D sm ERM RT EMN ,ALR RAD uxxx as III l oWMT RT m"M R.Td= �-F' !°.' W:1G, _- a. eoelilc srsbTA6 wIE t- > aTAorrts: SAoa..DTTa oaJD rIT1I RTG26 CEIII� oR saOcl►s DUFt.FflC. 1.25 PITCHSN" �� '3 IJ3IG+ STIwOI}[i CTJ6� YJ:M If1'LICAILE fl>DMISI,7sS DF R6 SlECI! IFS Dr- i>ES2tJt, 00 lYrT TTiIS ��rt Opp' �+ «cs-82. Rb 6-.PI-73 ::9 RI-lrl. %G:T:s pll� Flui I.;.(YiClOfT TRL'1:".+ Lt�TotJ:. �� �tl SETBFiC1L: 2• 3- T� Boston- p Z�'. Q t^►' L7 .� • -7PI - TRSSS. PILPTE TASTITUM X75 tiiTItYHI RS17X RCIFICATIDN ztR V= M6TRUCTT[N G SQL .TOB: `1Rts_T1E Lr rN e`o'Tcr '975 hJAT HAWhJ1S THIS ,C�TGN HAS REV4 PREP, -E3 TC X `LOC F -k = ti."9 8-27 16 --VO 23:.2:. 31-71 TO'? CROMY 2X4 FIR -LARCH, saT CHORD( ZX4 PrP-LRc1t1 WEDS 2X4 FIR -LARCH. STARGARD BC X -LOC L -R : 0� q 5..�� 1-;pkf 23,73 31-71 O GaNF1ECTOR 'PLATES MUST +BE INSTALLED IN' ACCORDANCE ..'TTf 1X4 k3 HEt:.-FICA OR BETTER tiNTINtJii_S Bd N Br CIAv T+u REaUI!?EMENTI OF I..C_B.O_ RESEARCH REPT,?T *2949', BE EOUALt't SP°+GEE�. ATTACK WITH l � k 8A F+�+;i S. BtTr; . MATERIAL IAL T'0 BE SUPPLIED LIED "tiD A37A%:iED AT 20TH EI#GS TTu ri ALL PLATES RE TO Et CE TERED ON T1;E J01 T, LEFT TO RT HT` AND So1TTABLE SUPPORT Ei ERECTION OtITCFAOTOR, A TOR TO g�iTTOM _ EXCEPT : cIEN L OCATED BY CIRCLE OR D IMENS i ON , EE DEIAt-iiC. I9O FOR '"PLATE LJC4TIOi`S ON T`iPICAL JOINTS," OFUSCARF SCUTS DUNLESS WITH �OTHER'WISELr lED��kEPI i;Y:iDE NDS f Bottom Chord ClieCked for 10 PSF live load.. .T I� THi � tPOt}—It'IF ij� of THE Eotl�; I1fiC ��� FABRICATOR TC REvIEW TtIIS DR iIt4C PF�OR TOC'TTiI: p tt;tR TO _ 'PtIhC.ttaU�tiSFNu r ME++3IONS %t#D .CLiKKiI�0a,= TiiiukN'SSRF RIFY THAT ALL DATA. REFER TO, DR_FtGS -'NI"i4R FOR c.EP{AIr> ET ISS_ r. TG Ti -.E ARCHTTCTLR=i Top- chord Niall. be laterally braced Witil properly connected t' Lis `„Zd, i'. purlins ' spaced at a mai im= Of 16” O.0., unless plywood sheathing is'attached 'directly.to top chard. >.a :.n LI'� a: t•4,z,._sA-Yy .'.-..,fjl.rti:.:::i..h:ia_r. '_.}�az`srre...i.. ,: M _y4Jt.ti".' ='-u - ._. \°�.i-'.•-.' c'iL '= -.:a crfh.. -a£ai'«'-x�''"U;;t:'' cf>«~ . �'tt V ow wG tr"3c:T.Fr.L1auit;i.�iYn 7iLY'a.�,x�N.rS rl «. F'�-+-Z? :. : aiNS.tiYk �" -ii+PN'eT-: C *�.a.t lr :wai}`t-(-•K.s.i$'eth5�• •;'_4:�t=om.�Fa£C,T...1T.=C .J' - rFv~T:��' .Rf`t4`rai+a`aC��+.,s,®T�'ci�C3C^tlR PLATEFF,RN13r; ACOPT OF FHISOESIGN TG E = $.- Ex O ES GN CR?EF 4 i ING eti fH RY 'iMU iNtii'c YTC LL 1A ' T T2223y 7r- DL M. G P 7TRUISS =.}.es? BC. ¢L .uhah''Eht.,Cii"CN7 iu+ PPSF {/Fti3'Q 0TT_L .0 LPIN 4`."�f tld OUR,Rc, L.G5 PITCH 6f 12 ._tomTYPE: COMNSPACING Gi . - TRUSSES 1+4t1ST BE IKSp ' JOSz'LF REPAIR AFTER COMPLETION OF REPAIRS, " ASSURE R 627-S7179OZZ FOR LUMBER. PLATES AND WITH AL IN DESIGNS AND SPFgCIFICATIOKS. - TRUSS MANUFACTURER �R LOCAL BUILDING DEPARTliEKT .. NOTE: SEE DRAWING CAUS COMPLYANCE OTHER DATA NOT SHO%JH HERE. NAIL PLATES FOR FIELD •GIRCC�ED IiUl4BER NAILS : g. l 3 y • yc 1.375 ` TRESS KAT'LS OR EQUAL+ . NOTE THE APPLICATION OF TRULOX t{ANUFACTUftER. SHOLl NAILS REQUYRED ON, NEAR FACE, ,SAKE NUMBER RE©itIRED' OK FAR SPLICES MAST BE 'SUPERVISED 8Y THE TRUSS SEE DRAWING 24Z FOR TRU! OX '3liFORIikTIOK. FACE. _ Re2air to reinforce truss for 24`•` outlaokers and 2-0-0 etback, ' "87 C_kaG. stop chatd.bracing nate) e�— (1l Rt Y. 5/17 (l) braced with properly connected laterally Top chord shall be unless plytroo, urlius spaced at a maximum of 2Y" op chord s attached directly to top sheathing: s ,. 6 4Xb 4X6 3X6 3X6 4X6 6 � 6 4X6 6 R-10359 V-:3_50' R -1025t .V- 3-50' a 2-3-3 15-11- - 20-6-0 LF I3ta7,�Y`� s OVER 2 SUPPORTS REF*�� S aE FURNISH R COPY DF THIS DESIGN TO ERECTION rDNTRAC70R DESIGN tR�� 1 7 SEON--12485 pSF DAi� TttlSSi� Rz03IRE EX7RM ARE " PLATE TYPE-- 'Trulox APIlE DGINEEiEB rRcucTs, It' 1B.. + �x Ie�'FOR R+Pf WARNING z� tlz, p1fLTlor Aro :t�r�'�.c, fog TC LL ''a24 430 o 0 0 **IMPORTRNTI# %K art l- Rem us.s�-�srt-is-. mr�cl�s rota > .- `` i TC DL 10.0 P5 �V-��---- L7 c o SfECIFIMTIDW of F pEMtfttid FRon �� Feb I c-•1PII. s� `.t� i G L C/RFS F p Q p r oertRTto�+ Iyts OftlPl F9R RpDirID srEctliL rear v tq B�' DL 5. G PSF= 20-s'O - _, Q p C THIS i145IW OR FrR FRILIfI£ TD tU1L0 TIC TV 7k D ` �r �{ TPI FIPI►E �lltggfis, IiLETsS DTF ►t3E 1� G u7 r3E. 1 L—N O+ p 18TH TIE n r t vWZED st- Mus 'E'rr Mw IL. VQJ14 7w o GNF E LAIN *wam + ' TOT.LU. - 31. � jVVLFXpjrEQ gm Ofla!ii RW C"Illx�tE Ili om ty/tp rillt±�-�'� f'. �4fF iYFFC� 1 • 25 v��3sz�„ l .s .. I w v WWI mss ii 7 �,.�,M �+ '� M ,I,EStMlRlaf—ll'.Q7�� - _.,� .acs wrD •Trs ,. , - � . rinor-�-'oESlflr s o r� z� l� mss' r� •--TrI - Tle&s � IMSTITi1tE - _ - �+. - �- JOSr RI S23 a'iATT - - THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FA R:��1'i3 v- TOP' CHORD- 2X4FIR-LARCH TC X-LOC L-R : Z. 29 5.7$ 19;Z3 14.7E 2$'-17 0T. CNORD 2XS FIR-LARCH #1 _ WEBS? 2X,& FIR.-LARCt? STANDARD.; EXCEPT AS SHO1:I!1 BC X-L OC L-R: $.29 5.10: 17_23 1 .7E 2$.I7' 2 COMPLETE I'F,{ 7SE i�tOUIREO COHkEGTOR PLATES"- MUST SE rNs-TALLED IN ACCORDANCE u;TH ` ` FASTEN TOGETHER `NI�t 16D MALLS R:EQtl:IREMENTS OF I.-C-3.0. RESEARCH REPORT 42949_ TOP yH ---- ---- IV O_C_ ---- .- - ttE3S -----------_..:__-- 4' O,.C. STAGGERED _ ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO FLIGHT AND BOT CY- -- =--- ----- S' O;_C, - - - TOP Ta, BOTTOM.. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: (I) I.i2' DIA. THRU BOLT MAY BE SUBSTITUTED » .-� - 30INTS." FOR (.2)-IED NAILS IN 80- TO!k CHORD ONLY. SEE DRAVING 1.30 FOR "PLATE._ LOCATIONS ON TYPICAL TRUSS DESIGtiED ULTH EoUAL PANELS` BETWEEN I'NSrDE ENDS THIS HIP GIRDER DESIGNED TO CARRY 32' 0" fifPSET WITH �1 li1P` of SCARF CUTS [fNLESS 0TffEt1JISE NOTE£1� F?T 6;' $' SETBA�R'; ERl?MI�YG. TO BOTTOM GEfORG FRi7ll ONE SIDE. '_ AND 2' 0" SPAN FROM OPPGSITE SIDE FRAMING TO TCiBC SPLIT, AFL.L BOTTOM CHORD SPLICES OCCURRING BETWEEN: t PA3EL POINTS ARE TO BE LOCATED AT APPROXIMAEEL'' CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS L/'4 OF PAUEL LENGTH FROM PANEL POINT CI�ITHIII 12') AND S« TRUSS FABRICATOR TO ITtSUt�e PROPER ER'eG= IOr+. SHOULD NOT .00CUR 1 PANELS :TEXT TO A PANEL PQINtT SPLICE TOP CHORD SHALL aE LATERALLY BRACED WITH PfOPERc `Y C�ictNEZTv? ` f+ PURLINS SPACED A; A MAXIMUM OF 24' O=C. It, the resp of the ISnilding dE signer anct — = a truss fabricator to, rav e*a this drawing. prior to cutting, in addition to nailingJbolting schedule shotirn aoa•re, z lumber to verify' that all data, ncludsug dimensions, 10 16d trails. as shoran by circles for farce tra:�szz� �� ar_d loads;,confo= to the architectural plans,,'v concentrated load point, specifica:tio and iabr:cacorrs truss layout. 4.X5 / By customer's request, ;some: sgeci fica— �-tom, ,1tions on this drawing e_vceed results c- All nails specified'. are ' ' _ � � enginee+rinz, anal s is . _? common. were nails. ZC i y� 1x_ - - u . x 10 nn 20 -a (EVER SJPPCRTS PLS TYPE--FiLPTNE StOtJ�-1 u329 FLRf�FS'r�,tg CORY OF r IS CESIG9 TO ERECTION CONTRRCTOR I.F air ,�: ,;�., Pps-UI . _ 0-C - FaU.:.ic5 aici37SRE _%TAcr'7a vaic- R. DErSIGN CR'�'� ,JH` - Cl 7 •t ,swa +G _RE771cM !A :Jett _ It�PDRTP,N gflL Ar s f�.SI rt� r•�es 41FsRNI�!G T ! t, _ REE= t e.� :Grr Irz�s�. �.+`ry , ` Tc tLL . a PSr oT� k 071 — C: — LEJT-W+'f+ueT rEs sxcrcCn`i:,rG ate i++r,^•Ev.R.IIII� -sen +AF[. Set -sv3 7£ « aaFc �� G C Fyls uu:rx:Fre Ftivf r iiL tE ro artln ME IRIS!. I Lr.ttwe:E EGt7ENIFRf iia RECU+nErrlFiYtors + atr. .ef 5it TC DL � OR`dG CRUSR42'7F f37tI ,,03 f:FH. Tr£ T3S+LIFT Li.TROL 25ialr{" 3r iP[_ FLPI•wE CLw.ELFERS rNts OEs'IW FGZ Ffltl[TYf MFt 5?ECLnt ?EiC+r « ; F S C3. C' O• FRE izrrti FVLOEI FAGn M 9AZE GALYFWlZED _J`EEL UYw55 r+ENr api+LING REfi ttkclSENla'. LWEEis Bi'fE trl3C' t:`j 3 0C4`' 1�') SC 7L G �rridYl Siff s CE�'rTt+G aEF3JIAEf£YTS CF FS<R n446 CAFa.E et_ �rt bNrGP r.fitiR7 'WF LL-BE ! lEit LLf 9FFf.:a �A « } - - avP x .E: �:s TasEtlTx Fr[ES sr irc:l. Alnr Hn rYxrr� s iir,t FAGTrAr F'.fi nEff FtTYGai st+ thlrr:, ,� � TOT.LO.. 3 i , Q PSE 0 L Q - nSiY. 9Efuilhy va'Tw RE 4 ACAI?6.. lx+tE:s` Carr FE ii,"Z S-Wii-'. BGTiM Ck0 iG dElh ttlZ;Ilr'CEEILI:e rJR7 546ca TRUSS E3IL+t Simi CCWORr( jI F7PtICF:FIE M-ftSWW fF jfi xIFIE SE4IG+t. D6 hGt rfE rnl5• - ;. f n �—, - r - -- .csl 4' irk'; 4IRE n"[.SRazu TinnTE� Lt ;'v't. 4_ Of Cruet''• j �Girder,U aL .M.. 1.25 PITCH -Sa .-� -� : �. na - abov —r ---� t✓ �'.' C ,__ �s . ' i is 7_inTt"`=FTTWE. vrt, * 'R1 R.IhFi :r u:.�x '�F l� AL; !t.';ni fJJ s^ `:4 "H ?� «iQ �- l oath .See iYPC 022)O06 ... sri JOB: I2977 MAT HAWt°1t1 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS ;:AERICATOR JP- ChORD 2X4 FIR -LARCH 41TC X -LOC L -R; 0.2'9 6.90 13.25 19-,&j!X6,21 90T CHORD ZX4 FIR-LAPCH 41 BC X -LOC L -R: 0.29 9.91 17.49 25_21 WEBS 2X4 FIR-LAPC'h` STA4DAR'D CONNECTOR P`_ATES•M+�ST EE INSTALLED zfl fiCCORRANCE WITH TRUSS DESIGNED WITH LQUAL PANELS 'BETWEEN INSIDE ENDS REQUIREMENTS OF I.C,-13.0 RESEALLE P. EP LP `t �2`/"9. OF SCARF CUTS L:NLESL OTHERWISE NOTED. ALL PLATES ARE TO BE CENTERED 3N THE J0=,1:. -LEFT TO RIGHT AND = ` TOPTO BOTTOM. _XCEPT WHEY, :OCATED BY CIRCLE OR DIMENSION. SEE DRAWING I:'0 FOv- "PLATE LOC/ -TIONS ON TYPICAL JOINTS." IT IS THF RESPONSr 8' L ITN OF THE BUILDING DESIGNER Atiu TRUSS REFER TO DRAuINGS A1,03 AND P.Ix'=R FOR OVERHANG DETAILS, FP_BRiCATG.. TO RE. -7W THIS DRAWING Pi;1OP, TO LITTI:NG LUMBER TO �,ERIFv Tr'AT "LL D .TA, INCI UDING D1MEtIS'IOVS AND LOADS, CONFORt', To Tt'E ARCHITECT+JPAL PLANSISPECIFTCATIONS AND FABRIC.=TOR"S Top chord shall be laterally braced with properly connected TRUS LA'I011T. purlins spaced at a maximum of lb" O.C., unless plywood sheathing is attached directly to top chord. * Bottom chord checked for 10 PSF live load. yyy y . & 3-0 ;5VER 2 FJPPCRTS a PLUS TYPE--RLPIWE SEON'._12�685 PURN'_SN , COPY OF THIS DESIGN TO ERECTION CDNTRRCTOR LF ,t'Ikt thvikr n t. Piet , ,9, lh . IRu.SEb REEf1tRL C?(.Rr SL G�ki r- R`vt A - >- IMPORTANT-**' �,�M i.o: roE R-• IL , rcR hriT WF.RNING n ;iawiiN:. ERELTT,7N P4 =Y41i4 [ULRR. rl CRiT p a*k4IF. 4 7Ii OR rNX t`IO1 F40t1 BRE :NC,-Sfz 'DNI 7s;'�'18Rii! :!C tiCL{t fRUS=+,- �A Y.r l /07 ^\` 16.0 ,PSF • DRTE �J $ z' Ir:S :Filth '.+ i4.1 r -_UK 4 WILD THE T..NM! Ah ,4r;F.W KE Li,e' TART IND RECiArEN3RIirNs-*IPU SEE .,�.:�,y`` yf `9'•�- 'La4*, -Ti ;;,:n7ROL. -rfN A_'" 87 iPl RLP.�rr t;fA:u 1TuNE THI s OMIGN. Ftfl WDITIOtAL SFEcTR[. PEt�c t'.y,� - ,�; T;, Q _ ,' R5F DRitG CRU5R421' E?22206 Q SICEL,*LCS. l�e:1 GRPtINt, RE NIF i1rNIS- ULESS DwRvISE 144 c, G �, ME-terkKT4> i, MOM zD cNE csLrxNcr�r, SICEL - i g2 yBC S. fl PSF C i -ENG p OTtEhti:E Sttr.!l� ri„TING REfurlr:.PEN'S OF F6Tr! x1546 GRADE: 'i. SWAT, 7GP' CNORD TIAL LATiFkiY BRf+ LTi ,• .;• -'f,.+a ;I _ INT �1 EiF?LT ;r�YM IlR's TD dGTH FfiEES F,T EFCIf �C�Hi H1fI Lll AlE NS 3l;ltl P OPE[Q Y rlT1I D tLYYDQD SIIEAIHItio ` ? �► o SHWH BEFp t.D1 FaE v- Na-i:fFe SAifEs; Vlte-KISE SIMN. ,8011Ct1'"kNO YlT•1 RIGID t£IL NG OR MfCliw^ � r "'� � D. 31-0 PSF OfA L+E�1_ .'��+s Q ifli/5S c DESTLV STFNIiFL's dGt�Oil+: �'•Ii�- Tt'P�1CR6LC PRtN15IDh OF RS CIfIED 1SV DESIWt. 36tA, USE TNI �!F ra� T fRC. 1.25 PIT,lrH,i.Drr,t;NNIT. FIRE � r-r-RDRNT IR RTED LUiL'! t? lE :_.�Di -rG .TP. I i Tl . --7is'.-7Rf,h ».RTE .Mll 11,'t Nt” " H•-IDNhi ugiLN YrrvicAlION z9a E0OG LtaiETWTltxa �NG 24-0- . 1'1`t'E 66MMN... . t ?6` THIS DESIGN HAS BEEN PREPARED' FROM COMPUTER INPUT,: SUBMITTED BY TRUSS `FABR'I1099, 8 m 11771 ;¢ATT' TOP G�: :% 2X5 FIi�-LARCH. SSS, EXCEPT AS SH-OWN TC X-LOC L-R: 9.29 6.13 11.13 16.:8_8422!'-E7 25.7aaid BOT' Cis31tD ZX4, FIR;-LARCH' *1 BC X-LOC L-R: 8.29 6.08 11.13. 16.8E 28.87 26. - WEBS. 2X4 FIR-LARC.R STANDARD- Refer Ti-K< . FIR-LARCEI1 W1 2X 'rI.L, Refer to. drawing 31022,656 for gable fill required ' bracing. COicxF-CTC*R PLATES" MUST BE INSTALLED 4N ACCORDANCE WITH JiLSOUMMEKTS OF I.c.:6..0.. RESEARCH REPORT X2945. I ;ALL PLATES AkE TO BE CENTERED ON. THE �C1NT. LEFT TO RIGHT AND ALL TDP CHORD SPLICES =--URRING BETWEEN TOP- TO. BOTTOM. EXCEPT WHEN LOCATED E?�` CIRCLE OR DIMENSION. PANEL POINTS ARE To BE LOCATED AT APPROXIMATEL SEE CRAVING 1SB FOR 'PLATE LOCATIONS ON TYPICAL. JOINTS.` 1/4, OF PANEL LENGTH FROM PANEL POINT (WITHIN 1SHOULD NOT OCCUR. IN' PANELS NEXT TO A PANEL POI <" IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS = EFEk TO DR AI83 AND Aiff4R FOP, OVERHANG DETAI'.LS.. FABRICATDk.TO REVIEW TNI^_+ DRAWING PRIOR TO GUTTING LUMBER TO VERIFY THAT ALL DATA, INL%UDING DIMENSIONS AND LOADS. CC) Convent anal framing is not n, e responsibility of the s mus;; TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND 'FABRICtiTOR",S TRUSS LAYOUT. desigrser,plate manufacturer„ x truss fabricator. Persc�t erecting- trus_.es are cautioned to seek advice by local, r (z) P..�., 8/14/87c.k . c, (note:.) `3 ` r professional engineer regarding conventional framing. � This Boston hip is designed to support- T1 �s 6-3-0 jacks, with no webs. In addition 3X5 this Boston hip is designed to I2 suvgor.t na toP chord ozrerhang. S..nU jyz6X10 Com) 6<`10 36 _ 3X6 - --- t - --. ` I X Tt X r' L6 . `� 5X Wl 2.5X4 PIXIO 2' ,Xy W1 5X4 —. Ft-1aD5F Y- 3.51` ii 3.51 2411 ZIT" .tr E 32-0-D , O.H. OVER ? SUPPORTS w RATE Tl'Pc--ALPINE $EDN--I�16349 Ff tNISH' s "L'DPY OF THIS DESIGN _7D ERECTION CONTRACTOR LF_ ,r. +� t3,a PPSAII e hPItE Eh.IN�T C+ Pita-ACTS, i1�_ TkU�ES: AJpC/ c E7c710REn FM DESS€GN ;£R,�T` REF- o *IMp0RTRNT** s+K wT BE RESPamleic Farr car WARNING IN lfroctlr;, EREtrtt�+ FM - p ... f1 p ❑ , 10 DESrItiTltil,FRSTr£SE STEC1FtPATIdS: OR Atr DEY1AfIDoI :FRGR BRKING-SM -WT7E-..r8Q1CI1[ M, TRLSMS- TL' LL Lz F o 11�� J/O� tt2oE VFW M RELUfP'XKW;TOt6-iTPIT. SEE s _ •• CT r a rrus aE;i�r Arr Falun to orl�u r TRiIK IN s.=., TC DL 10.0 PSF DRWG CRUSR'i27 67I70 avl w �iTT 7:D:Iiiv< fFMII+S ` ST' TPI AtP1ilE LOIiECTT S Tk35• D6IDI FDR It00CFi06t SrEtliL PEiR1fI C y ` frjgSICTLMER FKM, 20MICE QILt1MttZM STM- LaLSS 1Err "CIIG REDUIRcT I B LLE a OTIE V .,s �. a oTaE]Illft >Mw a TI16" t arTs 9F MM PM GIFW 1L"W Tar aim strut BE LWTiRtr � ��, ► BC 'DL 5.0 PSF CR alsc m.E�aa, za "T* FF E5 IIT � .Iouff Fm LL' x Is PIT" peop r 1TS7� rLTT>tJ-%ff1TMNG, / %�/% - TOT. LD.- 31 0 far CRL EN, 2-0-0 a7sY11_ f 716 a1t0IlS fE s" 7afla {/iE}S-iT1Ei� M SIS W— 1O�TOI c+a11D YITm RICIf �D6 IrL »:. _.r �-.it,FRC 1.25 PITCH 6.0/12 ;=d '�• •� per srmnm, c9lFm Aird wVLm Z n�alalac ac t;s T�iLIFSin ar nESTr+r. >D mD ux T r— = _ t ' r J;w ffM FYI RL ifitrJrT 71EGtiL tldif3[ CT �7Si5 B'L iiC *TPT-7l: +1i mt-86_ ~- =' SETBACK BRCK TBostonai D TRS PLRTr TkSTITUTr. 1155 - NAr1D�L TiE 1W SPECIFICRTIDN FGR V= METRLZTIar . �� 0T�4',431 JOB: LF REPAIR SEE DRAWING CAUSR4z7-6717 63 FOR LUMBER, PLATES AND ARUSS MANUFACTURERFOR�LOCAL�6I�ILDI,!'.MUST BE INSDEPARTMENT TO ASURE THE' T-RUSSES ,PrcTE.IBY NOPTE s OTHER 6ATA NOT SHOWN HERE, - COMPLIANCE, WITH ALPINE DESIGNS .AND SPECIFICATIONS. I' NOTE: THE APPLICATION.OF TMOX 'NAIL PLATES FOR FIELD NAILS: 8,13` "x1.375" TRUSS' NAILS OR EQUAL. CTRCLEC �lUI!�BERS SPLICES MUST BE4 EINISED; _BY THE TRUSS MANUFACTURER. SHOW NAILS REQUIRED ON NEAR FACE, 5AT1E •NUMBER REQUIRED ON FAR FACE, SEE'ORAWYNG 142 FOR TRULOX INFORMATION. Repair to reinforce truss for 24,' outlookers for boston hip with 6-0-0 setback, 2X4X9-0-0 #1 F.L. scab. Attach to ore face of top chord using 16d common nails @6" O.C. + 2X4 F.L. SS scab. Attach to one face using 16d common nails @6" 0. C. % E (.10 REV. 8/17/87 C.W.C. (top chord bracing note) 4— W (1) Top chord shall be laterally braced with properly connected purlins spaced at a maximum of 24" O.C., unless.plywood sheathing is attached directly to top chord. 3 3X6 rotated3X6' rotated _ 6' 6, 12 12 6 3X6 6 3X6 3X12 + 6 3X6 rotaced 6 6 6 3X6 rotated R -237S4 W 3.50' R-2375# W 3.50- y .t ' ER 2 SUPPORTSY ' PLRTE TYPE- Trulox SEON 124654 FURNISH R COPY OF THIS DESIGN TO EfiECTION CONTRRCTOR T, R- FLPINF ENGINEERED PRODUCTS, IN -- TRUSSES REWIRE EXTREME CRRE r ,I F P) .� DESIGN CKIT' s EF r7-LF o r o **'IMPORTANT** 9-1ALL NOT BE PESPI)NSIBLE FOR RNr N(�RNING IN HR►OLINc, EFRECTIDN rRNO •"' TG LL 16 0 PSF DATE / I/!7 4 C '� DEYIRTION FROM TWSE SPECIFICATIONS OR MY DEVIRTIDN FROM BRR.;NG.SEE -UT-766,lBRACING WOOD, TRUSSES THIS DESIGN DR RNT FAILURE TO BUILD THE TRUSS IN CONFORFIR!&E Wr ENDW FM RECDMREFORTIONS •TPU . SEE J ` ; '� 1 ,I TC AL 10? 0 PSF ORVG 3 O o 4 4 �'1 WITH THE-OUW-ITT CONTROL ITWURI- BY T?I, ALPINE WMECTOR5 THIS DESIGN FOR RDDIT1ONRL SPECIRL FERMR- 7 s • a — • p p FIRE PRd1FRCTURED FROM M MAE [ALTRNIZED STEEL UNLESS HENT BRRCINc RECIIIREMEHTS. WI ESS OTHERWISE ` , :: ?.:�' BC DL 5. O PSF CR -ENG CSC/ p ODE" SHOUN, WET[% KOUIREHEWS OF RSTM 9448 GRROE'R. %MW,• TDP MMO SHALL BE LRTF"-LT FRtfi�O' ', o I TD BOTH F7RCE6 RT ERCN JDIUT R� LOCRTc im Y RnrcHEO PLYVOW Slf njj, 6, �, �'' ✓ TOT.LD. 31.0 PSF 0/R LEN, 32-0 -0 O t= F?/Lr MW EC10R5 TR a snanH. aERR116 HLDTHs' FIRE i' NonINF< uNLEss OTHEiNISE sHDIlM. BOTTOM CHORD WITH RIF;ID !FILING OR BRRC[?O , .=« f DUR-FRC, 1.25 PITCH 6.0/12 DESIGN STfMl7FND5 coi+FDFeI �IT1R APPLI PMSIDN5 OF IS SPECIFIED ON DF+IGN. 00 NOT HFSE THI$ �'` ^ n�.,. ? REPAIR HOS N MW YPCT7: DESIGN VITH FIRE RE'TRRDRNT TREATED LUMBER. --: Setback: 6-0 17 TYPE p p 1 a s --TPI - TRUSS`PLRTE INSTITUTE. - NOS 'WRTINAL DESIGN 'SPECIFICATION'FOR YOOO CONSTRUCTION _. m M, �»> 1 _ ..iok rw �• '� ;. �w111/'i /iit♦t. d}../i .�1{ ..� 1 ..e nr A ��,. •."'=1 fr C# _ 17-7 00- THIS DESIGN HAS BEEN PREPARED FROM' COMPUTER SUBMITTED BY TRUSS ITOR JOR:. 129HZ _MATT 1 TC X -LOC L -R: .0.29 6,90 13.25 19-62 1-6-21 - * 9071' CWEBS ZYU FIR -LARCH STANDARD'' ZX.4 FIR-LARCK *1 13C X -LOC L -R: J9,Z9 9-91 17.49 ZG,.Zl CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH 2 COMPLETE TRUSSES REQUIRED NTS- OF P.ESEARCff REPORT -tZ949, REQUIREME FASTEN TOGETHER WITH IGD NAILS -------- 161, O.C. I TOP, CKORDZX4 FIR-LARCHFIR-LARCHALL PLATES ARE TUBE CENTERED ON THE JOINT. LEFT TO RIGHT AND - WEBS TOP CH -------------------------- 4" O.C. STAGGERED TOR To. 9OTTOK, EXCEPT WHEN LOCATEIX BY CIRCLE OR DIMENSION- -- SOT CH ------------------ 16" O.C. SEE DFt-AWrNG 1,30 FOR. `PLATE LOCATIONS ON TYPICAL JOINTS." IT 'IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS �FABRICATOR TO REVIEW THIS PRAVING PRIOR TO CUTTING LUMBER TO OF SCARF CUTS UNLESS OTHERWISE NOTED- VERtFY THAT ALt- DATA.,, INCLUDING DIMENSIONS AND LOADS, CONFORM`REFER TO DRAWINGS A1,03 AND AlffAR FOR OVERHANG DETAILS. 7G THE ARCHITECTURAL PLAUSISFECIFICATIONS AND FABRICATOR'S RE TRUSS LAYOUT. -ISL7 Bottom chord checked for' 10 PSF live load. All -nails-. specified are common wire nails.., 9X3 .2X3 K4 _LX4 3X4 71 2 SX4 it R-16074 3.51 24" 0.H - REV ,3 D 7 DESIGN CRIT I jf3C REF DESIGN R-16-37# V- 3-51- DATE DRUG R -E C" O/R 13-3-0 13 -2 -c- LOUR.M. 1.25 0 -H., SPRCING 4B -O" Sp �It E, TYPE 29-3.-C GVER Z jUPPPRTS PLFITE TYPE--ALP'INE SE01%4­108199 FURNISH A COPY ERECTION M OF THIS DESIGN TO F is L` E ZG'rNEciFi ?RU;UCS, 0a. **1MP0RTANT-**ZHFLL �,GT BE RE-3nN31Mr F:R �M r"'_ ' 'R:1113LS, tEWIRE r)CRO-L tML _T'� WARNING, 1-4 rffiNGt", EREMLN &NU X R= THESE spEZrFrC;h-=4 OR MY BEVIRTM-i FRW FRILURE M BUIL a THE RUS3 IN Z:0NFC-Rr1;NCE BRO.CiNG.SEE -U*­1V 11IRFC181 J::W COMIENTERT ;N0 R SEE kl� L=E.Sn -Irt, AN T i -Ml+ r�E ­�uRLZEV C-INTRCL FhtXL- 3f rK. FLPINE =NNECTRS ]IRUSM3.- T41S. 0Z -.MV �-Mrt 1410IT101ML SPEC',14L PERr1,R- -XGE GSL1ANrM STEEL U.-CLZ :,jhuRRCTLFE5 FWA 20 F. S D !Cgr RRRUNI; RE01' ftEnENTS - UNLEZ 01THRU ISE LPIN nEETENZ; qm—lj.-RE^_ENTS OF FISLI" CRq6 GgF�� R. SrQm. T, -j eaTH F -t= n -T ESCH JOINT RM LGEfrai: P-1 r, 41TH FRO $.-u Y-, BE7RL,,r, itflThS ;;RE q- %Gn14L AALESr. ZTIERVI ISE SKWN- 0117tr. ErgRa ATN' RIGM CE 4 AI'r TRUSS jITH t �ff. .8,E PROVISION` Ccs iN sTpvqu5 cow -1 _,Cq Is Z _—ECIFIEu Q, DO NOT ME THIS Nza-az FNa. per -w. JESM9 r ZTH P M 7rRDN" MIMI) t-f:-Ffq 7;;,.Ss PUFTE 'Ni TE _NOS �fiT7-,4i;L i:;_:S:'!N 577FN 24" 0.H - REV ,3 D 7 DESIGN CRIT I jf3C REF DESIGN TC LL 16. 0 PSF TC L Ir L 3 TC DL 10. 0 PSF 8C DL 5.0 PSF TOT. LD. 31.0 PSF DATE DRUG R -E C" O/R LOUR.M. 1.25 PITT LI(P SPRCING 4B -O" Sp �It E, TYPE ;17 e R427 67177004 RS 26-6-0 E,0/12 I � JUB.-. 11771 MATT THI'S DESIGN HAS BEEN [( {� -, PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS 't`A$R�xL'��i3�' ' 7op CHORD 2X6 FIR -LARCH SS. EXCEPT AS SHOWN TC X--L'OC L -R 0.29 6.13 11:.'13 16 Zff 20.87 26.87 31_71 r-VcO 2 SUPPORTS BOT CHORD - WEBS 0 ZX4 FIR -LARCH ZX4 FIR -LARCH #1 STANDARD BC X -LOC ;L -R': 8.29 6.$$ 11.;13 16. PIE 2H.87 2`6..8a 1.7 •t . .-2X1 FIR -LARCH *1 Wl- 2XE #Z F.L. * Refer to drawing 3,022,656 for gable.fill detail and DEfIrTION FRDrt THESE SPECIFICATIONS OR FNt DEVIATION FROM BRFEING.SE-UT-7E-, IM-CING '�DQI TRUSSES: required bracing. THIS OESFGH OR ANT FR[Lt;RE TO BUILD THE TRUSS 1N CONFORIHNCE CUVIEN RIRT FM RECErtt_:NUATIONtS_4TPII. SEE CONNECTOR SLATES MUST BE INSTALLED IN ACCORDANCE WITH PITH THE MuFUTT CONTROL TViAI By IPI, ALPINE CONIECTORS THIS DESIGN FOR FODITID EL SPECIAL PEFM- ¢. -i ^-•. Fp REQUIREMENTS OF I_C-.rB.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOPTO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.9 FOR "PLATE LOCATION'S ON TYPICAL JOI:NTS.- REFER TO DRAWINGS A1$3 AND AI$4R FOR OVERHANG DETAILS Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. I This Boston hip is designed to support 6-3-0 -packs with no webs. In addition 3Y-5 this bos tori hi.p is designed to 12 suaport 12" top chord overhang. 6.00 61x0 3Xb 2tz'I (j X R-I'3D5� V- 3.Si' 5X4 Wi 2.5X4 5-3-3 X29-�-1D ALL TOP CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. IT IS THE RESPONSIBILITY OF THE 15UILDING DES.GNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCiLUDING DI"MENSIONS AND LOADS• CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR -S TRUSS LAYO'UI. S 14W 3:2-4 �P - g I' 1 'Tt-1 3X6 -- 0X10 e.;,X4 W1 z4" 0. H. TC LL 16,.0 PSF OR' F 06/19/87 - �' _ TC DL 10.0 PSF DRYG CAUSR8z7 B717013 32 -©- r - TOT.LD_ 31.0 PSF r-VcO 2 SUPPORTS PLATE 'TYPE =-9LPINE P.iTH6.-0/12 - SEON--106349 FURNISH F COPY OF THI, DESIGN TO ERECTION CONTI TYPE Boston lin rs C✓ ^ Q o G ' IMPORTRNT F'P'INE ENGINEERED PRIAUC:S, Utx. i$ L NOT sE RESPaSIet=_ PLR WIT TRUSSES REWIRE EXTREAE CAKE WARNING IN HliNtoLD&. ERECTIDaI 9No'. wC DEfIrTION FRDrt THESE SPECIFICATIONS OR FNt DEVIATION FROM BRFEING.SE-UT-7E-, IM-CING '�DQI TRUSSES: THIS OESFGH OR ANT FR[Lt;RE TO BUILD THE TRUSS 1N CONFORIHNCE CUVIEN RIRT FM RECErtt_:NUATIONtS_4TPII. SEE i PITH THE MuFUTT CONTROL TViAI By IPI, ALPINE CONIECTORS THIS DESIGN FOR FODITID EL SPECIAL PEFM- ¢. -i ^-•. Fp Q TRE r"4UFFcTuZo Frain 20 GAME GALVANIZED STEEL UNLESS 9446 GRROE- $_ HENT BRACING REOt1I MENTS. UNLESS OTHERWISE EO SHOWN, TDP f��M.,T.BRK- .� T p 1 p. p OI E]NISE SMA, METING REWIREMENIS OF _FSTn RPPLT CD&,kCt0q TOBOTHFACES AT EACH -MINI AT LOCATE AS PITH PROPEICTOf ,SttftlltlNG. WW, B LCL+ TRUSS d SHDYN. BEhRI1IC WIDTHSRE 4- NM NFL UN.M 0THEDuk. WISE SH FPPLUM—E, PROVISIONS OF. T DN7.�CH0Fi0 Y[TH RIGID CEILING OR AS SPECIFIED ON DESIUt.. W NOT ESE THIS. . .- 1 DE SIGN STA�ON'P.OS CEWDRR VITH �. `—' 4#xS-a2 F+.: •Tp! Te LIA PC, -W. 0L,-IZr WITH FIEL hLTFRCT- 'BLnTEu:LU'L`U, ,. 5°ECIFICAT10N.fLR 17000JL`TRLf_T.IW "S2 .--TPT.- TRUSS PLRi-INSTITUTE. N05 - *ATIOt+F;1 TMESIL7r N COQ � NFIFY 1$; 6X0 /.,._- w s T'�� i'XC i 5�,[4 6-3-3 R_-19D5C V- 3.51. 24" O.H. ;FACTOR LF REV 13.0.7 ?PSAIII =*`E ,- �rn[7cTr.N PPTT1 I imr, A PPP ouS)7- ,..Y,F� TC LL 16,.0 PSF OR' F 06/19/87 - �' _ TC DL 10.0 PSF DRYG CAUSR8z7 B717013 BC DL 5-.`D PSF CA -ENG - TOT.LD_ 31.0 PSF 0/9 :LEN_ 2-G-0 `''!',•, P.iTH6.-0/12 - Ult. FRC. 1.25 SETBACK 6' '3' TYPE Boston lin oacan,o n r7an 1 i`nNiP11TF[2 INP01T._. S'UBM: TE 5-y 'PlS'`y FAB:; JOBz 12423 MATT t ntJ..._- ,,:TOP- CHORD ZX4 FIR -LARCH 41 . TC X -LOC L -R: a.29 5.70 10..Z13 It -76 22-1'r BOT CHORD ZXS FIR -LARCH #1WEBS ZX4 FIR -LARCH" STANDARD. EXCEPT` AS SHOWit BC ?C -LOC' L -R D. Z9 5.7d 1.U.23 Id.i 2A. F? FIR -LARCH 1 2 COMPETE TRUSSES REQUIRED "CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH FASTEN TOGETHER -WITH _ JGD NAILS REO{7I'RcMENTS. OF I.C..B-0. RESEARCH REPORT �tZ94S. TOP CH - - I6." O.0 WEBS ------------------ 4" O.C. STAGGERED ALL P'LATES,ARE TO BE CENTEicED ON THE JOINT, LEFT 30 RIGHT AND BOT CH ------------------ 5" O.C. TOP TO BOTTOM EXCEPT WHEN LOCATED SY CIRCLE OR DIMENSION.NOTE: {1) 1/2"' DIA. THRI! BOLT MAY BE SUBSTITUTED SEE DRAWING L39B FOR "PLATE LOCATIONS ON: TYPICAL JOINTS." FOR {.Z)-I6D NAILS IN BOTTOM CHORD ONLY TRUSS DESI:GNED'WITH EQUAL PANELS BETWEEN INSIDE ENDS THIS HIP GIRDER DESIGNED TO CARRY 32' HIPSET 4/ITti I i1IF ' OF SCARF CUTS' I NLESS, OTHERWISE NOTED.. AT 6' .Q"' SETBACK FRAM114G TO' BOTTOM CHORD FROM ONE SIDE, AND V 0" SPAN FROM OPPOSITE SIDE FRAMING TO TCIBC SP:..IT'. ALL BOTTOM; CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1CONCENTRATED LOAD LOCATIaNS MUST BE MARKED ON TRUSS Ito OF PANEL LENGTH FROM PANEL POINT 0441THIN 1-7'), AND EKY TRUSS FABRICATOR' TO INSURE PROPER ERECTION. -SHOULD NOT OCCUR IN `PANELS NEXT TO A PANEL POINT SPL TCE. TOPCF•ORU SHALL aE LkTEfti=L;.Y BRACED WFTFt I'tTOPERL'� CuN`NEZ'E,. It is the responsibility of the building designer and PURLINS SPACED Al A MAXIMUM OF C O.C. truss fabricator to review this drawing prior to cutting,------,, In addition to nailing/bolting schedule shown above,use zi lumber to verify that all data, including, dimensions �`�i I- ��` ^•..� 10-16d nails as shown by circles for rorce trams ger a and loads, conform tol the architectural plans/ onc:r_trated load point. specifications and fabricator`s.: By ' y^p 1y _. truss layout, 4Y5 B customer's request, some � zct�ta- �.-�tions an this drawing exceed results o= engineering. analysis. A11 nails specified are common wire nails. ' / \ ' . P `'� `-.�� 2 XE S18 -MO 6 -tea v 1870" 'iJ-2-12 _ �- � � � PLRTE TYPE --ALPINE SIGN --14.4325 FURNISH A COPY OF TjjjS DESIGN TO ERECTION CONTRACTOR LF FpS SII rtr -,E4GI+c r * t c 'a, [hC. CRFAE - DESIGN 1T 4 7 �"ti:. IMPOE[RNT �.��tia-rt€ERN.�NG z�s �t rt -�—' {�E7J� IPS 5?Es','.Frcarlax a .air4 -N 7Fv amu. -r;^. eKC`1i..5i 'Si _ `3.dFk. "t..jr,1t R �'•t: `� j%^' i TC LL�{J._ `c� •.y.3L 10C86SR427 a7I°'rte`i' f sof 6461 SN<'lnC' 1f PP.. RPM- ytit:r, s `A*.i ts. k; ee � :E tfi �t tt art' r.� �,t .s >*-,4T �� w�E � �fi=,.._. -� 0GA. 6s.. 3G ESL JrENS F" SCU -L=h 5 CF �n m46 uhr� ttEL`. r Ai w4i c3 r>> `+. Fnttt t 3 <t_ ;= t� 3'�}_ IN �, - — FP4`T taT�E�:., :C ¢BMi FiCES #'i£ .;C* Xr.47 +!r 1i _�� : 'w F:�Cr:^iL� rt •d.- s �ri.�.cr,.y !1.L� 3Y .LEN. ?F',et.L R �,'°._ -1.25 PITCH rUS� `ta. ti 3:RtiFxstiG hk R7 ivff ��a'vim.'�4 hi J� r.3 .r ��p - � .r -r a Load n -:See E Gzrdar-4 �.xft - - 7 _ -wlzmw. Zzw w_MFAFW�l n , {Xai 1411 3- WEBS 2X4 #3 HT, IFL, OR SO.P--UIBLBajg- 3X8 OTHERWISE SHOWN. ALSO :833 CLE CHART 3X4 3R' Ja' ATTACH JX4I CLB CONT.LATERAL BRACE = s TO EACH WEB WITH (2) - 8D NAILS . i JUN !a Mc„ WEB NO CLB ONE CLB TWO CLB �dscna`�t . . 1 'iO 9' TO 4 1 SEE DRWG A3 FOR PLATE LOCATION - �•..� - 92x2 �� � AND ORIENTATION ON TYPICALJOINTS . 5X6 41' 3 LOC 5x5 38' $" LOCATE TOP CHORD INTBR-PP�NEL SPLICE S�``t"` `t 5:X4 341 $' t. WITHIN 6' OF PItNEL 114-POINT. " -- • • •vv.. — . — V �✓t, `rs " ALPINE ENGMEEREO PRODWTS, INC. 5xs 34, �'° _ P.O. BOX 2225 5x'4 3 4 ' $ � ,� !"��v='� ` 4x4 3B' 8' Pi3WRNO BEACH FLORIDA 33081 L 305-781-3333 r DESIGN CRITERIA UBC 2..5X4 41' 3" TC LIVE LOAD 16.0 peg BUTTE Nf I"yTC DEAD LOAD 14 .B :PSF E igyjs '+ BC DEAD LOAD 5.9 PSI? '4 ::PA,.TATA DUR. FACTORL .3525 p8? X SPACING 24.8" OC (1) 6.00 k UP 1r,D"a *.-.! V E IFIR OVERALL SPANS .ARCH 2x4 2Xt BC1 24t'1B?-2.BE 41' 3' 41' 3- 22SBP-1.90 40' 3 41' 3' 3Xa �1• ). 4 EO. TC PANELS 218BP-1.89 39' 2" I1' 3- 3X7 3{' 3' ' 1.5X3 tlz { E0. BG PANELS 195OP-1.7E 38' 10 41''" 3* 3X6 3s, #' 1X3 34. B' 1 2X8 {1 1 MEASURED PRO14 INSIDE 9CAitf31800?-1.'6E 36'' 11 41' 3 2X7 {1. 1� 1150P-1.5E 35,' 8'' 41" 3• .'X6 35 3' 2X5 1459?-1.3E 33''' 6• 39' 11- _ T9' i' 88 MIN BRG SPA2t 5X8 41' 3'j 5X7 41' 3 #1 mc 15 37'' i' 41 e 3 • 5X7 34' 3' 5X6 38' 9' #1 36- 4-� 41'+ ,•, SX6 38' B' 5Xd 39'' g` 3,,5ti' 41' 3 #2 J1C-15 34, 5` 41' 3' S 4Xb 41' 3" - !2 32' lSo 49' 4" f 3x 30,' 5' .* BOTTOM CHORD LORDING SPACING 41- 3" h1f�X - X1111 FOR 35.0/1.25 24.0m PLATE TYPE--flLPINE LIVE LOAD 2X4/2X4 WITCH ■AIMPi]RTT*# FLPTUPLESS 7Ca MORS 1u"'iE FD FOR LUri?ER ANO ERELTION 2ti'REExTR£IE Cw IH tfillLm, OIESStp RPIIE CDMIELTDR6 ARE FDLLUtfE- AND THE WPIRNING TRu5TI5 � WKIkS, SEE -OWT-76- It �j' Q�'1 L� WRE S WILT a IN WFQf RNTIE vITH -MIL17Y LDIpTRt7L IfANtI£L' 87 tTPI, t8RAC1NL' MOM TRUSSES'- TRLSSEa': COrt'EHI+tRY AF0 RECD ►CRTIOtlS- ti ' " 1 iI3ER£ S�iiLt. 3E Na vPRRRNIIES OF 41!14 DESIGk, EXPRESS OR It1PLIED. *TPI)_ SEE THIS DESIGN FOR[TIDkAt SPELSAL iTRACIiJG ALPTI COICTCA4 RRE IiFACTURED FROM 2D GAUGE GPtVANIIEO STEEL RFDUIRErtMTS. IN-ESS OIHYI+f REO'O ' BLESS OTHERWISE S;QW IEETING t�01I4E?*NLS.DF RSTA FA46 Gi'+fiCE A_ BE LRTEEIR.1_`tL-.ttnurt[� -utT►e pot�ocn� r ' � � � HO 13973 ' SPANS 4 1N IPPL7 IIMWCTT.:S TO STH Ff"S AT EACH .�OINr At0 LDCRTE A6 S"N. "Et R KING—"'"-"-�� tT Pge Ali i NS TO 4,1, 3 sERR1NG 9IOTI6 ARE �}' NaIINR' t#A; 5& DTW,,RHISE SHOWN. DESIGN M OF 10- FE EO ROS I DRB MCING 4TA+ONR09 CM07DRI1 WITH,WKICI&I �'RDUIS10a OF aWS-77 RW .TPt-78 •t V� �� COPY)3IGHT 1981 55$0444 ­TPI - IR2I4S PLATE INSTITUTE, NDS - W11D AL DESIGN SPECIFICRTIDN FOR 90M E>WIRLCTIDN' �SF oWN"llimomIl12l81 A450,1841 FURNISH A Copy OF THIS DESIGN TO ERECTION CONTRACTOfi A H6 CO.KIi 35/1, 25- ;l6tl$ 5' 24 � - • t <• - - . --w.t ".•y=s.'�!.+ a'Z.=�i"�?:�'3r"�"�:L�3`�s �^�;F" <'k�..x s.�f--. _.. _ _ IIIiI10A. 010. a1r ,� 1E13�I®;- lflTli 1� SINGLE ABLE TRIPLE � "� ,,`.``�; ► am -m. T14[ILIL. I4T aw. C mw E "_ - OF 9 I M FW MW !! 1011 11 13ii70' 14' 0'_ ' 1'R 40' 0`R 40' 0'R �0' 09i' 2' �- 40' 0'il 40' 0'M i0' 0'11 40" Dcm "W ' g 15' D ' '�'P 40` 0'R 40' 0'S1 !0` 09i 47)' 1391 40' 091 40' 091 40` 0'i1 41)' 0'1i AO 9fL E lliiRiEff IJt1 TE'F 9ii'eiII !f3' 0 S? 40` D'1! 4i7' 0'1! 90' 09t 40' 0,'7! 40' D'1! "D 091 40' 0'1d 40' 091 Olii U D0 ME PILTIPLE IENKFI ' EIFTiiTfW SC h U LE BELVI T►F -WM TF$E. 17' 0' ' 87 40' .0'R 40' 0'R 40' 0'11 40' 0'N 40' ". 40' O -M 4O' O M 40' 0'11 ':iss - t iI SFLif ICI EtilsllFl£D SCAB IT is iC3' 0 4'il'P 37'10'R 40' 0'Y 40' 0'P' 40' 0'P 4O' 0P 40' O'St 4O' 0"k 40' 0'11 3; irs s A ' 19' 0' 2' 7'P 34' B'R ` 5'Y 40' O7` 40' O7 40'' 07 4O' 0'N 40' O'N 40' 0'11 .t *• _ P IE TO LocME W'LICE 4' c 1403E ""��L`` Yy- IL IL FTt tsurT � Iruc . cmac 0' 20' 97 31'1t1'R 39'I1'T 4O' 07 40' 0 P 40' 0'P 40' 0"N 40' 093 4O' DIN f4RfFB F? FT�IIRED t1N:iiQi}7 FFA of ' 0' 18' 1.'P 29' 4-R 32' 0'R 4O' 0'P 40' 07 401, 0`P 40' 0'N 47I' 091 4O' 0'N 74� SCS AT SPLICE F SNAIL BE .9 7tH' 22' 0' 17' 77 27' 1'R �9' O'R 37' g'P 40' . 0'P 4t ` 0'P 40' 0'N 40' 0'k 40' 0'N fi PiliE. ENGINEERED O. FRED PROOL}OTS.; INC�. BOX 225 H7ARIAG RVD HLc�C=- R£TYIIREiENT3 2. 0' 18' 37 25' 3'R 29' 3'R: 34' 4"i' 4Q' 0" L g 4O` 7 40' 0'N a0' O -N' 40' O -N POMPFWD BE8M1F1 ORIDR 33061. x V 2X8 r ONE- BLOCK 24' G` IS' 2.7 23' 7"R 23' 8'R 31'1.17 40' 0'P 4O' :0'P 40' O'N 40' ON 40' 0`N 305-781-' 333" P°2x8: XMIS + DOE SLME 25.1G. 14' 27 21' 2'R 21`' 2'R 29' B'P` 4O' D`P 4D" O'P` 90' O -N 40' ON 40' D`N; >� R-214 ; 'UE HLDM Y 2YSS f CYO HLDE7LTl � 0` !3' 2'P !9' "OR 19` 0R 27' S'P 40` 0`'P 40' 07 4Q' O"P 40. 0.7 40` Q'P DESIGIA CRZ2sRI1C UBC T OU 22x8 f T1i0 @Lom. 27'° 0' 12` S`P IS,I1'F IS'LL'? 25` 8'P' 39' 0.'P 40' O'F 40' 0`P' 4O' O'P' 40' D'P 8t! TC LIVI LOAD - 16.0 PSr' V: • 28` O' !" 8'P 14'1L"P '!.4`il'P 24' O'P 3F3' B790- 0"; 40' 07 90` 0'P' 40' Q"P . TC Dr.AD LOAD 7.1 Fsr F BC DEAD LOAD 5 1 PSt LETTF1 FEt TRM BPRN O& FM t3r?RINC AD ZiLDp[' RmUiR 7Ts 29' 0' IL' 07 !3' 2'P 13' 2'P` 22' 8'N 34' 5'P qO' 0'T 405 0'P 4O' 0'P' 40' 0"P S oR�Ilts 11117 rDR B1 DOC. !iiFt1NG 3O' 0` 10, 5'P it' 6'? it S7 2!` 2'H 32' 4"P 38' 7'T 37' 8'P 40' 07 P 4D� 0 DTTR. ?ACTOR 1.25 31' 0;`' 9 10.7 10 O7 10 O7 19'11'N 30' 57 34'` B`T 35' 8'P' 4O' 07 4O O -F FNG OTTER: SICiDER' DRTR< 32' G' 8' T'N 8' 7'N 8_` 7'N 18' 9;'N 28' 10 3O'.1 L7 33' 8 "P 40' O VP 40' O'P 3 d - LIVE LD RED.USED t"TIBC J 33" O- 7' 4'N 7' 4'N 7' 4'N 17'10'N 27' 1"P 27' !7 31' 7'P 39� 07 40o 0%? 'Ag 34' O` B' Z'Ff B` 2"M 8" 279 IS Li'N 23' 7'P 23' 7'P 29'!1'P 3T 1'P 40 0'P FIR -LARCH �T TRUSSES; MJST 3E SUPPDFRTEB ON FRCE OPPOSITE SCF0S FIR LSF[ [ 6x3 sop CHORD 2x { 7t1 N3IL. i BOT CHOPD 2 - 8 #1 2x 5C3Q. WEBB 2X' A #2 TC/BC /8; JG WB A/C' WOG R/C P/C� FVEG 5:6 /s pi ` UbL 160 ,YRILS (IN STFGGER£D PRTTERN) fIS RPPLIEiy - 1 NPT (2) 4X6 FE LR CLINCH. FILFILL NAILSLS IN 2 I1EJ'BEii GIMErt&. 6.00 A--NRILSSI TC 15'D.C. : YEBS 19"Q.C. PITCH S.0/12 B--PAILSS: BC RND/OR. SI1 5'Q.C. 5 _ C --!TILS*:: BC 4'0.C- SCFIBS 4"O.C'. �l$94 B3 3/15/80 DRAW# A455 193 O--NAIL54: BC 3.5'0.C. : SCRBS. 5'O.G $X$' $ I- ', 4 E UNT E--MILS4: SO 3.5'O.G.T'Q.C. S �k aF-OW 5' 'TM BM -T MY 8E SUBSTINTED �,, fi ,, _.���Ft�R'� ;; � p F..F' # LD! G i A RT1 A FOR EVERY' 2 NAILS. [OBL NAIL &-fCING- IS' IRXI . I' MIN. BOTTOM EDM DIST. t ZO. TC' 'RIMS AND 3: EG. BC; VNLS G --SCO .5' TWU BOLTS AT EACH 8C' PN- PT MEASURED FROM: INSIDE SCARF D Fm EACH' SIDE OFF BC SPLICES., NOT REO. _ GIRGER LENGTH - � _ FOR 8C 1F sGHEDu.ir 'F. IS USED. UNLESS 7FESE SQECIFICRTIEM FOR LUMBER. RN0 GENERRL. NOTES Fi31NE CMEEMM FTitE rOLLMM 'RFO1W TRussE5 Fi�ouM EXTREMECFTtE IN W04CL HG, YffdNING ERFcTION Rw aRaclNs. SEE 'FIYT-as- ..,;. T%xSE5 BWLT IW COfMM*CE WITH"-MFLITY' COtNTROL ikft.' SY TPI EX RESSRiI IMPLIED, THERE, SifiLL RE N0 SiF4tRFwTIE3 THIS DESICII EXf'AE99 OR" WALL BE WF RWIECTUREi] ®RACING YOM' TRUSSES= .cmmu IRR'( io RECOrM ATIORS- aT►II .. SEE THIS OESICI(fOR POOITICFi1L 9PECIAI 9RfCINC a - ZED STEEL TRICE 9 HIS 20: 6t, REOUIREPENT9. .UIILE9S GTHERVISE 9HOttN� Sltlltl _ _ UNLESS, OTIEWISE S•i:nf MEETIK REWIRE? � FISIM RAW Gwm R. FTPPLY CONNEVCFii TD iiTH FFEES RT SViI JETN? Rio LUMTE RS SHNN'. BE, CATEAALLY 8AACE0 IIIb PROPERLY RIT ,_IFOIi DFZ'ITFlAC7RG y� BEARING VICITHS PRE' 4' NMINFi S7AiIDfiRD4 COi:iST11 WITH F'rfLICRBLE UMEZQTHERVISE SHOYN. OESIt.lt PR6YI9ICt8 OF' +NQS -7T ANQ' aTP1-78 1 TH FFE RETFiRORNT TREATED UAtFiEit. OESIF�i'S?ECIFICRt101t FOR Y0M MJWRt1CTION' JUN 11 I98B: r --R1 - TRI19S PLATE TItSTIit1TE� NO3 - ION(tl. FURNISH A7 COPY OF THIS -DESIGN TO RREC ION CONTRACTOR A -H2 -COMM- 28/1.15-16#. 7+ 5- --' :LOADING r� 2S.O/1.25 2X4A2XS 43WTS __ PITCH S.0/12 SPPNS TD 34' 0a� `COPYRIGHT 119S �l$94 B3 3/15/80 DRAW# A455 193 r --R1 - TRI19S PLATE TItSTIit1TE� NO3 - ION(tl. FURNISH A7 COPY OF THIS -DESIGN TO RREC ION CONTRACTOR A -H2 -COMM- 28/1.15-16#. 7+ 5- --' , 1X6 3E'7' 34' WEBS 2X4 4+3' HP, PL, OR SO.'P--UNLESS . 36' B' " ,,, ]Y9 0OTHERWISE' SHOWN. ` �'..a�� • 3X4- j S ' IIS f! t SEE DRFTG# A135 F08 PLATE LOCATTON :JUN Is MG AND ORIENTATION ON 'TYPICAL ...�.- JOINTS. ;\ •+ t wti�i� rf�` LOCATE TOP CHORD INTLR-PANEL SPLICE p�s�� WITHIN 6'" OF ;PANEL 1/4--POINT: -j ' r 0 !. UT &5X44 ' G R' ° 3"` "'i �,"�� - g+= r .-gib o RLPINE 96INEERED PRWOCTS, INC. 5X5 35' 7. P.O. BOX 2225 5X4 34' s n N I r7POt+,IM BEACN,FLORIOR 33061 4X4' 38* 305_76173'$ 1.5X4 36' 7' g� DESIGN CRITERIA UBC 1x3 33' IT' TC LIVE :LOAD 11.0 PSP k L ; TC 'DEAD LOAD - 14:.8 PS'P BC DEAD LOAD 5.0 PS? L 4j TOTAL 35.0 PSP DUR. YACTOS 1_25 , 7 [/ SPACING i)C x;6.00 i pp i FIR OVERALL 'S PANS T j LARCH 2X4 TC 2x4 aC 240OP-2.BE 36' 7' 36' 7" 2250E-249E 36' l• 36`' 7'- 4 EO- TC PANELS 22BBr�1.BB 3"6'' T• 3E' 7• 3X4 31' 7'' 3 EO, BC PANELS 19.5BP-1.7E 361 7• 3,51 7` 2.5X4 3Q' 7" MEASURED rR034 R , 2X7 36' 7' IDiSIDE BCARTS 1SBSP-L.dB 3t' i' 36' 7 2X6 3a:' % 1 2X3 3A' 6" 165HP-1.55 35' 1- 31' d 145or-1..3E 33' 7'' 31' 110 MIN :BRC SPAN 5X6 36' 7' #1 SOC-15 36, 7' 3E' 7• V 5X5 34' 10#1 14' 3• aa' g• �; 3.5R' 317• 02' AiC-1'S .34' to 331 Sa .S 62 132' 12• 32s 2" 3X6 35' 7 T 3X5 34' ,�" i LORDING SPRCTNG 3X4' 3$' 0 _+ - BOTTOM ;CHORD CI�EC>CED �;� k2X 0/1 .25 24 ..0 w! as3s 7" MAX-1R PBP PLATE TYPE--ALPINE LIVE LOAI? - UNLESS 7fiE5E SPELtFICRTIDNS FOR LUttBER fifes 2X4 PITCH +�fIt1PQRTl��lT fiPTNE CDNPdEcioRs ARE fDLLOWEO wt0 THE WRRAlING FSEs REDUIRE EXTREME CARE IH H*40LING, t}flF� !, �1 (� `! ERECTION S ANO BRACING. CO OTIONS- �0 ! i S r; 11 6 — 0 ♦ 2 T tE6 BUILT Iff COyFORrtFihCE MITI! "IX>tilTl`CO►iiROL nPliffiL' @1c •TPI, tBRfiC1fS Y000 TRUSSES tOt>t1ENTARY FfiD AECDf11NQ9TI0N5- 1�F U ERE Slf1LL BE NO WARfiWlES OF IBIS OESICU, EXPIES9 OR IMPLIED, a7PIk. SEE THIS OE91GN FOR AOOITI0hft- SPECIflL BRKINC S + t®n PLPJNE =VVECIMS RRE MRNXILRED FROM 2 {iIUGE GTiLYFWIIED STEEL REQUIRElENIT UDESIGM-ESS G11EAliISE REO Q, T C e ; I+iE55 011 15E SfDitN, CEETING REOUIBETENI5 OF RSTMflg4S GW43E A. [� LA �-- = lig, 234 APPLT ( CIIIRS TO BOIN FALE6RI EACH 10!!!i NND LDCNTE AS SEWN. - i►f" f R D"x � AMEND S T© 3rf1EARING YIOTi6 ARE 7' NDMIN9L LM ELS OTHERWISE SHOWN. DESIGN AA� •. 5F ,10t fiDriD WITH AIC1D CEILIFGSTRNDNRD9 CONfORrt W]TN APPLICRBIE PRUVIS[ON5Ik' aND5-77 NN0 •TPI-7B 17iifIFTRE�RETAtfIIAiIT'TREI#T[b-1� FAINIS DESIGN /tr IGHT 1981 6 88433'a--TPI - TRUSSPLATE. MSTITUIE, NDS-URTIONAL DESIGN SP CIFICRTION:FOR VDOD COMSTRUCIIDN2/SI A950,1$3 ., -� PTTPUTCU T. aJal JOB; 11763 MATT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER _INPUT. SUBMITTED BY TRUSS FA$R�.rCA D TOP'CRORG 2X6 FIR -LARCH SS, EXCEPT AS SHOWN TC X -LDC L -R: Er.29 2.13 6.26 12.25 14-24 18.37 20.23 -BOT CHORD 2X4 FIR -LARCH *f WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R- 1fi_29 2_ZZ 6.26 10.25 14-24 18.55 78.21 .:'.TI -2X4 VIR-LARCH *1. = CONNECTOR PLATES_ MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O, RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS TOP TO BOTTOM, EXCEPI WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO SEE DRAWING 130 FOR -PLATE LOCATIONS ON TYPICAL JOINTS. VERIFY THAT ALL DATA, INCLUDING DIMENSI.ONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANSISPECIFICATIONS AND FABR.CATOR'S REFER TO DRAWINGS A103 AND Al2r4R FOR OVERHANG DETAILS. -TRUSS LAYOUT_ Conventional framing is not the responsibility of the truss This bostcn hip is designed to support 2-3-0 jacks wiz7h� designer, plate manufacturer, nor truss fabricator. Persons no webs. Zr addition this boston hip is designed to support erecting trusses are cautioned to seek advice by local 12" top chord overhang. . pruiessienal, engineer regarding conventional framing. Refer to drawing 3,022,656 for gable fill and required "''• top chord bracing. / *7.0 'tt f y Bottom chord checked for 10 PSP live load.riri Zoe- 9 12 5.00 X g LE43X 4X8 i 0 3X_. 3Xx 2X 4 3XS 2-3-3 5-11-10 12-3-3 24,E O.H. 24" O.H. OVER 2 SUPPORTS PLRTE TYPE--P,LPINE SEON--10634S FURNISH 'R COPY OF THIS [DESIGN TO ERECTION CONTRRCTOR _1,-p RLY i3X.x' uv - sus - ^_arm TM❑ FI -PINE ENGGINEERED r,iwuC-S, IbZ. TRLCSE6 NEDUIRE EXTREME CARE .i= -� DESIGN CRIT REF % - - p ; 7' [_ ^• O Q •' *1 1C 0RTRNT** `-fit. NOT BE RESPONSIEI.c FOR F.T WARNING IN W.CLING, ERECTION RHD S��++ DEVIATION FRDtI TIE3E SPECIFICATIONS OR PNT OEY-.RTIDN FROM BRRCING..SEE ' YT-TF.'.IUESGIyC Vn^CD. TRUSSES;.. /ocViil,k r re,e� TG :LL - 16.x0 PSF - DATE - 06/19/87. -,-ds LESirw OR ANT FAILURE TO WILD THE TRUSS IN cowenrmcr LDm"TR4T AND RECEnnENDATIDHS-sTPI). SEE �-= 3�� ����'� - r= C= >� VI1H THE -DUALITY' CONTROL lTat$1RL- ST IN. ALPINE-CONHELTORS THIS DE,IGi FOR FOD[TIO"k. SPECIFY PERM17 : p �, l TG DL 10 , 0 PSA- ORYG CAUSR427 8,'-170002 L= t� C= O ARE MANWACT[REO FROM 20 sPUGE GRJANI:ED STEEL urIESS ?ENT &+ACING REOLIREMENTS., .LNLESS CITHERYISSE �! - `T.., (Lt -r �9 HG DL } 5. O PSF '.CA -ENG RP s� T\t t OTiEWISl_ SHMN, MEETING REDUIREMENTS OF RSTA A446 umc A UiNN, P G�RC StiiLL EE LATERRLY' ER: T�, a"/ n �+ n 111 Q FWPLI CT CTORS TD BOTH FACES RT ERCH .HINT Aril. LOCATE RS KITH _ PROP' f jT�ACHE0 R TYDOO SHEATNINS. F �* TOT. LO. 01 . PSF O/A LEN. 20 -6'D ��}� $HG1(N. mmitz YI(1THS RRE 4- NOMINFL UNLESS OTHERVISE SRWN. BO CR YtTH. R16 D CEILING, OR-.ORP%iFY:.. 7 ry J C MW DESIGN ST I.i COdFOR11 PITH FMICRBL.E PROVISIONS GF RS SPECIFIED OtI 0ES1GN, UO NuT USE THIS `"_.\` t�'_��; 011R.F9G. PITCH . �! '2 PCT- YII t+OS-82 AQ 9?I-ZE .T ia:l2 +sT FE s,.iC^'0W TX1I!—x, t:IWUR. s - t= n -TPI TRUSS PLATE .I15. :UTE. NDS *PIIC SETBRCK 2` '3` TYPE Boston F_i T p� - _ �ESILN SPtT»iF3i.FT1Dri �rdi =DOD +,DNSTRUCIITN - 7 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER TNPU- S JO&;- IZffffZ MATT BY TRUSS FAB}�ICA OR TOP CHORD, 2X4 FIR-LARCH #1 TC X-LOC L-R;: JO-29 6.9,9 1,3.25 19.6x7 26.Z1 IALL. CHORD 2X4• FIR-LARCH; #1WEBS ZX4 FLR-LARCH STANDAIRDBC X-LOC L-R: FI.29 9.81 17.d9 26.?1 CONNECTOR, PLATES MUST BE INSTALLED IN ACCORDANCE WITH 2 COMPLETE TRUSSES REUIRED REQUIREMENTS QF I_C.B.O;; RtSEARCH REPORT X2959.FASTEN TOGETHER i�ITH' 16D NAILSPLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP CH: - ---- -_-- !b" O.C. WEBS - --------------- d " D .'C . STAGGERED TOP, TO BQTTOM« EXCEPT WEN LOCATED BY CIRCLE OR DIMENSION. .JE'BS-- 16" G...C. DRAWING,119, FOR: "PLATE LOCATIONS ON' TYPICAL JO£NTS." BOT CH------------- S-EE--- IT IS THE RESP'ONSI$'£LITY OF TETE BUILDING DESIGNER AND TRUSS TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS FABRICATOR TC7 REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO DF SCARF CUTS UNLESS OTHERWISE NOTED'. VERIFY THAT ALt- DATA. INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANSISPECIFICAT£ONS AND FABRICATOR'S REFER TO DRAWINGS Air73.' AND AIx7dR FOR OVERHANG DETAILS.. TRUSS LAYOUT. Bottom chord checked- for Z8 PSF live load AIZ nail's speci.f ed are common: wire nails., � y•- ff I ee 2 s ff ?Y 3X4 2.SX c �< g F �• E it—Ic437t ii— a.513X4 -3-Ei r h s-3-C ?4" 0.H.. Z4"' CI ., H. p GVER R j PPCR 9 t c CONTRACTOR y aCv .3 B.7 i�xhE, T2 ec Eu r ��..tic �i oF��� • - DESIGN CRIT REF _ 4 PLRTE TYPE--RLPINE SEQN--108199 FURNISfi A CDPY OF THIS DESIGN TO ERECTION rip - n i.:,�$ aElitN. c'<tlit 1t rtk **-LMPORTANT*�'�� WT BERESPWileLz .FOR h!.` llFlF\1V �G iv rAROFtM,. t�E TIKiN z�vL !/Gd �3 L ``r ! C �— E t Lii 'G.ti cRf « TtiSSE SPMF[Ca-*! ha GR fr1Y GEVIRTi--# FRCti ERREING.SEE IIT P� 18RM.INI: 4W.. 1RU-5SEs- TG LL �� O PSF DATE 06/26��7 '*FS ceaLsat3Ic rtr FFILLftE a au; TRE Mr-,:; I4 ewFcarahcF clmrrErrTRR fl r, _Ir�i&a 'tet5 •TPI I_ SEE '• � M TC DL 10, D PSF DRUG CAUSRR27 67177004 T1E �UFiE!Ef CCti'TRCL C.iNuRL' 3Y IPF. s'sL?'INE =Nt1EC'I:RS NM IicatCN R F 7UtTI�NRL ,PEETPL PSR 4i• /� fRE F -C tPEC- F-R= za _aI� € LYRNIZED STEEL s m.+ -.S : NENT yRRUZ REC: r, rlEv:s. 3 r, .,; IIIxF�v�taa 4 t p 'y�7 BC DL � S . D PSF Gil-ENG RS E _ �t�)4 ER ti a} / �l� OTt£4'sE'ac'at?uiilir �+tNi. 3cW 9E`CKTS OF FtST1 Fri+3&, �'�-SW f 'sH4Yh� 30�G^�f�t_+t` r TOT. LO �I . D PSF (?/E� L N. 2U— j—tJ L gPP=Y CDAECI^1'?S� TO 3LFTK cFC _iCtfi 13INt F311] iG%�iE t#S -YLTFi PHTr Ei 3LY�OTiIf NER+nitJl,: y� p cue SsQa . Sc�e}FNG ?FIIriiS FRE `�G'114L L7.t.ESS, OTt+FSetiISE S�fiw- EflTfflr CetQR[3 1FrK titG'tx LEFt I Il !�aC`. �+ TRUSS; Loci STFIt+CttGS ECev+�ASi .LIN FPEICFBCE PRLYiSiOYv QF AS .I.PECIFIED 01, LES ;N. DO irOT t7SE HIS c; i DL)R.FAG. 1.25 f'ITGH G . Qf 12 �vL5 2.=Sa s?I-7$ :o OC•'i *-tirE> NOS vRr*LSr _S: Yi.:tFGRTi:N. ,:ftl 7 �:tx rft :_ - rw .. SPRUNG 148.Q' _TYPE CDhV- C>7Y7 s _ -i _ �ocorD�m a rim t-nMPIJTFR' INPI_CT. Sb6M:TTEI Bt'-�?1}SS F� cERia'.'�I JOB T 12-4Z-3 MATT `,;,TOP CHORD, ZX4 FIR -LARCH I TC X—LOC L—R 9.29 5.70 10.73 I1.76 LJ. 17 BOT CHORD ZX8- FIR -LARCH: WEBS, ZX4 FIR—LARCH. STANDARD,. EXCEPT AS SHOWN BC X—LOC L—R 6.29 5.7D LY -23 Id.76 2�.i zVL-ZX4, FIR—LARCH. 1 2 COMPLETE TRUSSES REOJIREO i CONNECTOR PLATES MUST BE INSTALLED; IN ACCORDANCE WITH FASTEN TOGETHER WITH 16D NAILS' REQUIREMENTS OF I.C.B.O_ RESEARCH REPORT -02949„ TOP CH ------------------ Y6, O.C. WEBS --------------- 40 O.C. STAGGERED ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIG:riT RN'D' 80T CH ------------------ E.r O.C. +TOP TO BOTTOM EXCEPT WHEN LOCATED' BY CIRCLE OR DIMENSION. NOTE: f13 112'% DIA T14RU °OLT MAYBE SUBSTITUTED, SEE DRAWING 13Z FOR ,`PLATTE LOCATIONS: ON TYPICAL JOINTS.,' FOR 4_1-16D NAILS IN BOTTOM CHORD ONLY. THIS HIP GIRDER DESIGNED TO CARR' 32' �'"' HIPSET WIT f HTP TRUSS DESIGNED VrTH EQUAL PANELS BETWEEN INSIDE ENDS . OF SCARF CUTS UNLESS, OTHERWISE NOTEG. AT 5' 4T SETBACK FRAM. TO BOTTOM CHORDFROM ONE SIDE, AND 2' ,U'" SPAN FROM OPPOSITE SIDE FRAMING TO TI..tB"_ So, -t'. ALL BOTTOM' CHORDSPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMA-1 EL CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS 1.14. OF PANEL LENGTH FROM PANEL POINT (WITHIN 1-7") AND I&Y TRUSS FABRICATOR TO 1USURE PROPER ERECTION. SHOULD" NOT OCCURIN PANELS NEXT TO is PANEL POINT SPLICE. TOP: CVORD SHALL BE LATERALLY BRACED k41TH PROPERLY CuNNEC'E= ' it is the responsibilityof the building designer and — PURLINS SPACED AT A ht hih'UM OF 24" G.C. truss fabricator to review this- drawing prior to cutting -=��� In addition to nailing/bolting schedule ;shown abova,use lr ber' to verify - that all data,:including dimensions .f -- - 10-1,6d nails as shown by circles dor force transfer nr and loads,confom to the architectural plans/ concentrated load point, speczficatidns and fabricator`s. ,✓' x,. truss. layout. ?.X5 � � �: By customer's request, some specifica- tions on this drawing exceed results 3- � z; : `, �" e zneer n All nails specified, are .� � , T 1 nQ ig analysis Common wire nails • y- ..�v 3U y _ 4 UTT LD *: 1O/VIF '.,- ', c�, ag-_j-ice _ L - - - - 1 — "II 1 22 PLHTE TYPE--gLPTNE SEQ !--1 i 432a FURNISH R COPY OF TFg OESIG N TO ERECTR ON CONTRPCTOR LF �y ;PPS]�:II - - TM p A' Cir c SIitNst r.t.c..... it SNC. i -ns u1 +it cK itc H .t _ -T11ES=11Nr_*1I[R**I PORTANT*-x'9,R -IF, 3c' flESr1.twc•- -R FK1�Rttil`ING ..- r�- rLL£y.r."uirlc?a :3.4 NBT akb�K,=v r31iR nn Ar- "',� [ nom. i3 - FIG 'wiLfi 3H£ Tkf} 's 4 tx::nTiti. r N hq�f+ G� - ,. �cx. 4 t rYS _TRi7L-.;N.'JFiiE.' $f Fix.. }iLt* NE wEyTnu IIsi L r,+ri rt «#7'€' fiL :�C^T '. �,�� res'i '. rii,[IZI3�ur..Y.riFir.,cir ;.:L� :H'5'7c!ti yx�ia`.itifF �tf �i.+r:stti EN ,Yl+rz' •rrr�r,j: c. t11 - �tt.. "ICtiMp r �.±u �� v'c TfriiLL1 ?„twFCz rl 4*CL T PST= CRS��, CRI:SR427 8X97,... rzii c'yd`iet" .,T'�.NC iF�(7sne.•S£k'$ -OF rf`11' Ms4nr iiia.£ �r :e�Sir.ree3 b_ --- ., - , _ :- - .s �� {�r E� +a Ystn.- . n ;r=,. OT. LJ, 31.0 FSF O/R LEN. 2 -� is S LPIN a r xK� .,� -� rut: r,c..� �r rest r�rs �� _ �. { -- - ,�. �-`. ..� .� r- •°-- - c^'r• 'k�'c - ai��.M.-,..++4c ,.rtr s y.N Calc _ .G[Yi.'. L zrLEJs u, f ` r 1;R_c. 1.25 PITCH -.D/'2 _ TR..�7S �L�.�N L "+?afi-ri w JxT RX rSFIt?! :ter ?ftt7Y[.5T.NS uk i Ys*crt ui��NEy J c� `rtss \ " a c j `�. L : *. K 7 r . f' Loa£�1u-:See above GYP_ � Girder __ ` - �. C —•' C� C �--` r •F, .eij:.: ..,. 'r ,_ ''•�"`.h .tt .St 4.--Ki1.. `ts ?e +�4�`. _ - I� MMW cam ar a MMFJM /11111 susSIDLE TRIPLE m::. 1 8�1 WMt XT` MwIl m7 lE' .M�• a :� i u.s 1 Y OF I UM FM oW q KWM CN W 14` a- ' rx 40' #i'1t 40" O -R 4D' 0'7i 40. 00N 40' aIV 40' 0'M 40' DIX 40' 0`7! is' 0'' 4' 5`P 40' `" 40. 0`2 4i)' GIN 40. 0'11 40' 'GIN 40' 0"U 40' DIX 40' 0"W ? 4�• ;:,,, �� f!0 8H4.Lr E RiiRifD Il ME 9iC! TO 18' 0•` 8? 40' 0`R 40' 071 4fl' GIN 40' 0•')! X10' [1'11. 40'' a x 40' 0'1t; +40' 0'UI /�, ►.a.£ � �=,, Oii� IlBYiG TIS MLTIPL I�1Wr SMEMLE DaM Tw TABLE., 0` SIP 40' 'G -R 40' O•R 40`r' 0`N 40' DIX 40` '0'N 40' 0`11 ,40' D`X 40� 0'N tw s:u MJFC�M7q ti�IIRED :� SCFH, IT IB 18' 0 ` �}' 11 `P 3T' 1Q'R. 40' 0'Y 40 ` DIP 4t!' 0'P ?0' 0'P 40' 0'li .40 ` GIN 40uz 0'N 13' 0.' ' 7'P, 34' 6`R 38' S`Y 40' 0"P`40' 0'P 40` 0"P 40` 0'N 40' O'}l'4O' 0'N ?�••.y TD U)CATE SPLICE 4' 00 MOFFE FrZtXf BOi:CHM SPLICE. L9llEAiDli' c 01i . 0 ` 40' 0'H 0`' 20' 8'P 31'SQ`R 34`I1`T 4a' 0"P rt0` Q'P 40" 0'P 40 0'N 40' D'?i E�[AiFB F REOIIIAEil ON: 80TH. FACt 8 OF 1' 0`` !8' I.R 28' 4"R 32` Q`R 40' 0'P' 40' DIP 40' 0`P 40' 0`il 40' 0`N 40' 0'N ''�L"' 0" 17' 7'P 27' Z R 29 0'R. 37 R P 4D 0.P 4L 0'P 40 4D N' 40' 0-N fil.P�diE EidGIFlEERED PRDOiJCTS.;iNC- MM Frr SPLICE FIND'SIWLL BE q 7X P.O. 'BOX 2225 `- SERRINGi FM BLOCK REDUIREMM 23' 0' 18' 37 25' 37R 2S' 3-R 34' 4'P4D' DIP 40' 'L'P 40` 0`N a0' 0`N 4D' GIN POipRNO BERMIFI ORIOR 33061 N 2X4 V 2M + CIE 8lOCX 24' G` 15' 2`P 23'-7`R 23" 8'R 31'11 40' 07 q0' VP 90` 0'N 40' 0-4 4O' 0;'N L 305-781-M3 P 27t8 7t 2X8 * OtT 9LDrat': 2S' 0"' I4' 2"P 21' 2`R 21i• 2'R 29' B -P' 4O' 0`P 40' DIP 4O' O`N 40' 0"N 40' 0'N A: 2X4 } DE SLOM Y 21E3, t TY0 BLtaCsv 2Ci` 0' 13` 2'P 19' 0"P 19'' 0'P 27` 5`P' 40' 0'P 40" 0'P 4D` 0"P '40` 0'P 40' 0'P DESIGN .CRITERIA UBC Z: 2x8 ;Two'L27' 0` 12' S? 16'1.1"P IS'.IL'P 25` e'P' 39' 0'P 40' '0`P 4O' 0'P 4O' 07 40' O'P Sfl' L?VE LOAD 16.B PSY -`- Y • 28' 0" 1" S"P 14"11"P 1 I7 24' 0"P' 39' 8-p RO' '0'T' 4O' OR 40` O'P 40' '0"P _ TC DEAD LOAD 7.1 PSL CFCTERS RFTEA 7RU58 E1Piii t7F'rIIE BC DWLD LOAD 5,z PSt 29' 0 11' 07 13 2`P !3' 2"P 22' GIN 34' 5'P 40' 0'T 90' 0"P W O'P 40' 0'P TOS: L 18.8 psF SURD FKT BLOCK' REDWR1 "MS 30' 0 10` 5`P I1' 97 11' S`P 2L' 2'N' 32' 4'P 38' 77 37' 97 40' O`P 40' 0`P DUR. 'ACTOR 1..25 SEE CRIUMEI11TFOR.BL=14RILING 31' 0' 9'ICA 10" [i'P 10' 0`P' 19`Ii'Nl 30` 5'P 34" 9'T 35' B'P 40' 0'P' 4O' 07 f�D OTHr7i 6IROfIti OATAr 333` 0' 8` 7"M 7'` TIN 7' 4'N ' 16' 9"N 281171P 30'LI`P 33' SIP 40' 0"P 40' 0"P 17'10 -N: 27' 1'P 27' I'P 31 ` 7'P 39' O -P 40' 0`P ad" LIVE LD RED, p�II+B{�ED (UBC (f ABcT'`UT 34` 0' B' 2-9, B' 2`1t 8 2'Jd 18'11'11>23' 7'P 23"'7'P 29'21'P 37' i'P'9D' 0`P Fi1.1-'Lftf�CH F TRUSSES C,I1ST BE 5i1PPDRTED ON FACE OPPOSITE SCABS BOLTCX3' TOP CHORD 2X ; #1 NF)IL iim BOT CHOPD 2- 8 #1. SCHM_ WEBS 2X 4 #2 TC/BC /8 /C RIB q/G RfCG A/C P/DG WEG =R3 jSpl • USE 160 .YRILS tIN STA(wER® PATTERN) AXC AS EACH- LRYER IS APPLIED. _ CLINCH, ALL NAILS IN: 2 MEMBER GIRIrERS. GAG r: A--JiRILS:: TG 15M.C_ - VESS 16'D.C. B --PAILS&: BC R>DA)R SCAB` 5'O.C. ff C--NMI-Sa: BC 4"O -C. : &CESS 4'9 -Cc ,> D--NRILSx: 13D 3.5-O.C. : SCABS 5'D.C. HXH 8x8b ', J !,Ty E--NRILS•: SC 3.5"O.C. SCF8S 7'O.C. _ sF-CtE .5` TMU SILT MAY BE SUBSTITUTED SF . ��Zu�spl. : © T �+ 1 �s p M 1" 1ENT FOR EYER7 2 NAILS. COOL. NAIL &-"ACING- LOf7� 1 �17 1B'' MAX) . Z' MIN. BOTTCtt MM'. DIST. 29.0/1.2-b g �` t Ea- TC PHLS AND 3' S0. BG PNLS' 6--AD0 .5` Tt#W BOTS AT EACH BE' PN.. PT G9. 0/1 . MEASUREff FROM INSIDE SCARFS W EACH SIDE OF 8C SPLICES. NOT REO. GIRDER LENGTH �� FDR` BC IF SCHEDULE 'F' 19 USED. 2X4e72XB PITCH; w UOLESS TfWSF. SPMFICRTIC#iS FM. LLIEER MO TREISSES REGUIRE'EXTFVE CFW, IN W#IC -IW, GYRAL NOTES: ALPINE CDFiIELMW FW FMADYED` AHo THE. ifNRNING EREGFION ANO ElRRCIHE:. SEE-aiET-76' ,,, 3WT rZ �i.0�1 TSS BUILT IM COFFOtiiT�CFrPITH �URLITY CONTROL I�M]fi.' Sf •TPIs O3RRCING YODO TFilISS'cS� LTXi%39F;itf RQ RECC1TfHDRi10N5 THERE Sl -FILL BE ND YPRRANTIES OF THIS EESICM - EXPRESS DR IfPLIED_ •T�11. SEE THIS DESIGN FOR FIOOITIOtiiL. SPECIAL. BRf�IHc '�+�iQ �] j� ACPINE CDWECTCRS F E 11MEFCTURM FAM 20 1�'WILYRiiM STEED:. REDUIRE ENT9- UNLESS" OTHEAYISE 9HMN, lw-2 RO.57�11 L J",••-� : a -ii: RNS TO 34 0 • Lpa m BTFE,Qlfm P mm RciINC REWIREI NTSc OF ASTM 84% ''MIM- R_ IE: LRTERALLY BRACED "PITH PROPERLY ATTF Q PiiM APPLT CDMNE, UM 10' j6TH. FFlCES RT UO JOINT PAGI LOCATE: AS MM_ ,�dIIIID'ffTTFi i ICIO"L"E7CT�'��� `'s�. ' COPYRIGHT 198S � lIIB918 3 KMIW YIOTF£ FIRE 4` NOMINAL UNLEa5 UTHSERVISE SHDYN. DESIGN STAIOARDS CDMFE3tII YTTH PPMICPAE PM119111B OF -NOS-71 RN0 -TPI-78' THE RETF±iOAFdT TREATED LIRiBER. JUN 1 • TPI '3EaJ48.PLATE ' INSTITUTE,. SDS—WTIONFL DESIGN SPECIFICATION FWA013O COwstaucTlaN 1 Is"3/is/E2tl D&]►wi A4 5 1g3 FURNISH A, COPY DY ?HZS DE3ZGZ51 �c0 PRECtI01{d G01s-T.'RACTOR -M2—COM— 28/1-Z_5-16+ 7+ A fes' I a. 13 a IR it T�11 u T:, NERAL w GE!, S PA'r. 1ENER D111RECTION aim E RCAT ION$ F N SPEV ICATI-0 s AR A!-, H, 3T SIZEJ?,T; X, H "l76D0T Y;0t: 1v1 D L'#,, T This sof df plant 0�4, sp ciflic flons'MUST-be c A c� MENSIOW 1W 11 kePt on fho jo6.,a+ all tir0L`5*, 0' IT #19 any che"'qIesp r al,1r4rcj+j6ni 0. 41 tiv� w, ro 'OEPTHII� W 44,nn kap :ee*.^- I a. 13 a IR 7 NOTV:—All Mo+erlbals & Workmanship Shcjjj &a 6 AccordcncO will, Recognized Good Pracfices of a' qualify prescribed for Me specifjd ure in f6 Uniform Building, Plumbing & Ma�jan-jcaj C:a OW f6 Noftional Mftfdcal, Cady, J_.Z 4r%1A 0 4 I ZJONAI,hw .1 HAVE RECEIVEDA COPS'THISPLAN AN6 HEREO APPROVE POOL AND EOUIPMENT LOdATIM CV s UR -DING 1)rz,,A'11 IRDIA 'CU STOM EAISSIGNATURE ; ,APPR()v COLOR TOTALOALLONS SPA) EYS TILE WATER: ,0UM'17 &`MbTOR: A�,R BLOWER•; 7 7- (3AS tIN E: PLUMBING FOR SPA: ELECTRICAL, CLOCK' EXCAVATION' DECKI.NG MISCELLANEOUS, SOLAR GENERAL SPECIFICATIONS So. FT,, POOL SO. FT. "PANEL PANEL'tYPE5, PANELSIZt NUMBER PANELS, PLUMB RUN' AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLS 0 DOUBLE 0 ELECTRIC BY, JOBNo; MAP BOOK NO, LEGAL DESCRIPTION LOT NO. ,TRACT NO. BOOK—PAGE- BLOCK BSCROVI CLOSE OOK—PAGE—BLOCK8SCROVICLOSE TENTATIVE 1DIG DATE PERMIT OFFICE MGA, SALESMAN, ,OWNER: TO DETERMINE APPROXIMANE ELEVATION OF POOL ON DAY OF EXCAVATION: POOL AREA TO BE FENCED 'BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL; LIGHT WHEN POOL IS EMPTY POOLt OR SPA NAME 1_)w 14e 0 Al ADDAES'S-AV06''. CROSS. STREIE-T.StAv,e "95' :AES,PHONE HOUt.,PHONE it 7 NOTV:—All Mo+erlbals & Workmanship Shcjjj &a 6 AccordcncO will, Recognized Good Pracfices of a' qualify prescribed for Me specifjd ure in f6 Uniform Building, Plumbing & Ma�jan-jcaj C:a OW f6 Noftional Mftfdcal, Cady, J_.Z 4r%1A 0 4 I ZJONAI,hw .1 HAVE RECEIVEDA COPS'THISPLAN AN6 HEREO APPROVE POOL AND EOUIPMENT LOdATIM CV s UR -DING 1)rz,,A'11 IRDIA 'CU STOM EAISSIGNATURE ; ,APPR()v COLOR TOTALOALLONS SPA) EYS TILE WATER: ,0UM'17 &`MbTOR: A�,R BLOWER•; 7 7- (3AS tIN E: PLUMBING FOR SPA: ELECTRICAL, CLOCK' EXCAVATION' DECKI.NG MISCELLANEOUS, SOLAR GENERAL SPECIFICATIONS So. FT,, POOL SO. FT. "PANEL PANEL'tYPE5, PANELSIZt NUMBER PANELS, PLUMB RUN' AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLS 0 DOUBLE 0 ELECTRIC BY, JOBNo; MAP BOOK NO, LEGAL DESCRIPTION LOT NO. ,TRACT NO. BOOK—PAGE- BLOCK BSCROVI CLOSE OOK—PAGE—BLOCK8SCROVICLOSE TENTATIVE 1DIG DATE PERMIT OFFICE MGA, SALESMAN, ,OWNER: TO DETERMINE APPROXIMANE ELEVATION OF POOL ON DAY OF EXCAVATION: POOL AREA TO BE FENCED 'BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL; LIGHT WHEN POOL IS EMPTY POOLt OR SPA NAME 1_)w 14e 0 Al ADDAES'S-AV06''. CROSS. STREIE-T.StAv,e "95' :AES,PHONE HOUt.,PHONE