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056-160-051
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 38 VILAS RD Owner: Permit No: B07-0566 APN: 056-160-051 PUTERBAUGH, ZEBULON & LA Issued Date: 07/17/2007 By KCG Permit type: MISCELLANEOUS 38 VILAS RD Subtype: Private Garage/Shop CHICO, CA 95973 Expiration Date: 07/16/2008 Description: DETACHED GARAGE - 2 STORY (>! (530) 892-9836 Occupancy: Zoning: TM -5 Contractor Applicant: Square Footage: UNKNOWN PUTERBAUGH, ZEBULON & Building Garage Remdl/Addn 38 VILAS RD 864 CHICO, CA 95973 Other Porch/Patio Total (530)892-9836 864 FEE INFORMATION DBEH Building Review Fee $75.70 DBF GARAGE -Wood Frame Plan Che $219.96 DBFIRE Fire Inspection (SRA) R $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage Wood Frame $329.94 DBOMSCF Fire Safe Standards Re $109.98 DBSMIP Residential $2.07 Total Charged: $943.05 Fees Paid: $943.05 Balance Due: $0.00 Receipt No: B3911 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License UNKNOWN / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the X 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 07/17/2007 ($500); Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are notintended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. (ynprove for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by . r/) I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED LLE CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; 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.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is for one hundred dollars ($100) or less. �/ ❑ I AM EXEMPT under Section B. & P.C. for this reason: ( �/( I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS IJ 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' 7/17/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thos provisions. Ow6es Signature , Date 07/17/2007 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 Sig tures Date WARNING: FAILURE TO SECURE WORKERS' ENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am auth�oriz,,edto ac4on th property owner ehalf. Ura Fu au G�� 1� 7/17/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] P Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR.Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT 77ME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" City Phone —� Fax — E -ma'' t APj'..ICA!�f SI —;moi ._._..._...... - _ I X PERMIT NO. o"l -v5� BIN # PROJECT LOCATION AP# v 65 Property Address L City C WORKER'S COMPENSATION j Policy Number 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 OWNER INFORMATION Last Name 1 1 First Name Mailing Address ` S City State State G Zip 3 Phone �` 6 Fax E-mail Lic. # City Phone —� Fax — E -ma'' t APj'..ICA!�f SI —;moi ._._..._...... - _ I X PERMIT NO. o"l -v5� BIN # PROJECT LOCATION AP# v 65 Property Address L City C WORKER'S COMPENSATION j Policy Number 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 CONTRACTOR Name 1 1 Address City State Zip Phone Fax E-mail Lic. # Class City Phone —� Fax — E -ma'' t APj'..ICA!�f SI —;moi ._._..._...... - _ I X PERMIT NO. o"l -v5� BIN # PROJECT LOCATION AP# v 65 Property Address L City C WORKER'S COMPENSATION j Policy Number 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 ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Num`1er City Phone —� Fax — E -ma'' t APj'..ICA!�f SI —;moi ._._..._...... - _ I X PERMIT NO. o"l -v5� BIN # PROJECT LOCATION AP# v 65 Property Address L City C WORKER'S COMPENSATION j Policy Number 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 11L:e previous usca. Jvv • �� i I use only: toot; cne t , . DESCRIPTION OR SCOPE OF WORK i�'nc - Garage Open _ w L without �j -sed :;range c, :tcc-:pancy n� , I 11L:e previous usca. Jvv • �� i I use only: toot; cne t , Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds O 0 0 0 0 IW im$ 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: B07-0566 Date: 03/22/2007 Location: 38 VILAS RD By: KEJ Parcel Number: 056-160-051 Sub Type: Private Garage/Shop Owner Name: PUTERBAUGH, ZEBULON & LAURA Phone: (530) 892-9836 Description: DETACHED GARAGE - 2 STORY (864) 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. Signed: Title: FILE Date: 03/22/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds PERMIT APPLICATION DATA SHEET Reference Number: B07-0566 Date: 03/22/2007 Location: 38 VILAS RD By: KEJ Parcel Number: 056-160-051 Sub Type: Private Garage/Shop Owner Name: PUTERBAUGH, ZEBULON & LAURA Phone: (530) 892-9836 Description: DETACHED GARAGE - 2 STORY (864) 0 ❑ The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No DRAINAGE DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 1:1 ' ❑ PARKS & RECREATION DISTRICTS ❑ ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 0 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ 1:1 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 ❑ ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs ther: C Other: 3016 Six�h Street Biggs CA 95917 - (530) 868-5447 . ♦ ` - E E] Other: Signature of Property Owner: Date: 03/22/2007 ILE SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 1:1 ' ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 ❑ ❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 E] F] Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext:105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs ther: C Other: 3016 Six�h Street Biggs CA 95917 - (530) 868-5447 . ♦ ` - E E] Other: Signature of Property Owner: Date: 03/22/2007 ILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buffecounty.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. O 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 (not yet issued) must be requested within two years 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 of $54.99 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/ Reference Number: B07-0566 Location: 38 VILAS RD Parcel Number: 056-160-051 Date: 03/22/2007 Owner Name: PUTERBAUGH, ZEBULON & LAURA Phone: (530) 892-9836 Description: DETACHED GARAGE - 2 STORY (864) Signature of Property Owner: ,fi' Date: 03/22/2007 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 i Permit Number: B07-0566 Job Address: 38 VILAS RD k Contractor: UNKNOWN Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Printed: 03/22/2007 1:27. pm Fee•Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 03/22/2007 $75.70 DBFIRE Fire Inspection (SRA) R 1 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re i 0010-440001-4210500-1010 $109.98 03/22/2007 $109.98 DBFIRE SRA Fire Plan Review (S 1 0100-450001-4617240-1010 $102.70 03/22/2007 $102.70 DBMSC Garage Wood Frame 0010-440001-4210500-1010 $329.94 DBF GARAGE -Wood Frame Plan Che 0010-440001-4210500-1010 $219.96 03/22/2007 $219.96 DBSMIP Residential 1 1001-0-280-1011298 $2.07 Printed By: Karen Jones 943.05 $508.34 Balance Due: $434.71 I 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: 03/22/2007 r Pursuant to Gvernment code Section 66020, Zereby 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 fog a protest are specified in Government Code Section 66020(a). +1 I U wP I 60'30 _0ii I I �L=4' 6030 \ / 13 TREADS d' 751/ "EAI I 1 �r'l� R' I -jCE s F I MIN. Fb"I !a / I Q AN I N �I 4�_4�� ---------— — — — — I I — — — a666 r I I I o II I WP 1L� 1060 — — .rl �/ 16060 1'-10" 4'-6" 8'-11" -a 6040 13'-'1" � I I ATTIC, AGGE55 DR in I L I I 283 I I I I I I -� STORAGE ROOM----------------- 05)TqAIR. CEILING HT: T-11" ?BELOW DN 36" HI RAILING ---- -WALL------------------------------------ v ATTIC, AGGE55 DOOR m r $ r� AMERI 0 11 STATE OF CALIFORNIA } COUNTY OF ''�,���� }ss. On d /!/ fie y , before me, personally appeared u4A , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are t subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the i person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. TAMI BARLOW COMM. 11289725U � Signature NOTARY PUBIJC-CALIFORNFORNIA COUNTY OF BUTTE 1 Comm. Expires Jan. 7, 2005 t 4 (This area for official notarial seal) ;Title of Document Date of Document Other signatures not acknowledged No. of Pages 3008 (1194) (General) First American Title Insurance Company UBG 1505.3. 4 RATED COX (32/16) OR -OR 10d GVS @ @a 6- R THE DORMER WHICH 15 is 8'-0" MIN. LAP W/ ?" X 3/16" PLATE I AND A MAX. SLUMP OF 4 116.3q' 54 1E a 100. N 5_ - TRUB'�N GF SErB�-\ - ...--.--.... ........... GREEK' ..... ._-...._... ..._ .. I •1 ---------------------- ----------------- --- -- 100' NO DISTURB AN - - GE SETBACK I --- - I I 'DE BACKING @ 24" 0 HE OWNERS AND THE u - 'N THE WALL FOR THE 200 AMP CUTLETS SHALL BE ELEG 5RVG PANEL ATION SHALL BE ,-PROPOSED GARAGE POWER COMPANY. \ ; -EXISTING RE5IDENCE IBO PHOTOCELL/ ( REPLACEMENT LEACH FIELD THE 2005 GEG \ \ EXISTING SEPTIC & LEACH FIELD & THE c, EXIST. �\ WATER LINE IF DISCREPANCY WE \ EXISTING DRIVEWAY �. & PARKING TURN AROUND Un LEGTRIG YING THE tT) LIN !001 CALIFORNIA I IERGY STANDARDS I RSELF AS AN I PECTION BY THE I 6.3 • �4S Ito 51TE SCALE: 1 "=100' _ 0 100' 200' 300, JANICE LEE DESIGN SUITE 15 676 E FIRST AVE CHICO CA 95926 PHONE & FAX: 530-892-1937 3/19/07 4 PROJECT: PUTERBAUGH GARAGE 1540 VILAS RD. COHASSET CA. TO WHOM IT MAY CONCERN: I HAVE REVIEWED THE TRUSS CALCULATIONS FOR THE PUTERBAUGH GARAGE AND HAVE FOUND THAT ALL LOADING DESIGN CRITERIA HAVE BEEN MET & THAT THE SPANS ARE CORRECT. rANICE LEE 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) 538-7785 Facsimile www.buttecounty.neVdds www.buttegeneralplan.net ADMINISTRATION * BUILDING * PLANNING April 12, 2007 PUTERBAUGH, ZEBULON & LAURA 38 VILAS RD CHICO, CA95973 Subject: Permit B07-0566 (APN056-160-051); DETACHED GARAGE - 2 STORY (864) Dear ZEBULON & LAURA PUTERBAUGH: The Butte County Department of Development Services, Planning Division,, has reviewed the submitted permit application, and requires the following revisions to your site plan, or information in order to continue the review (this may be for notification purposes, please see below): ❑ Site Plan Resubmit - Follow Requirements ❑ Setback Conformance ® Erosion Control Plan ❑ Front Yard ❑ Watershed Protection Zone ❑ Side Yard ® Cohasset Specific Plan ❑ Rear Yard ❑ Subdivision Map Note ❑ Special Setback or Parcel Limitation ® Fire Sprinklers ❑ Federal Aid Road/Arterial Road ❑ Parking for Specified Use ❑ Easement ❑ Landscaping Requirements ❑ Subdivision Map Condition/Note ❑ Oak Tree Plan ❑ Other. SEE NOTES ON ENCLOSED SUBDIVISION MAP THAT CREATED YOUR PARCEL The requested information, or notification, is described on the included hand-outs. You will also be given some brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact me between the hours of 7:30 a.m. and 4:30 p.m. Monday through Friday at (530) 538-7601, or the appropriate Department/Division identified in the hand-out. Sincerely, Chris Thomas Associate Planner 530.538.6706 Cc. PUTERBAUGH, ZEBULON & LAURA, Applicant JANICE LEE DESIGN, ARCHITECT ASEMENT 1225E OR 624 PER I NOTES SB2 'Sj7W — IGy qq THIS ADDITIONAL MAP SHEET IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF THE DATE OF IF•= 7.5' PG&E FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. R=1030.00'EASEMENT PER MEASURES SHALL BE TAKEN TO CONTROL FUGITIVE DUST EMISSIONS FROM ALL DRIVEWAY AND OTHER CIVIL 6=0758'14 NIJSk'I E /t2574 OR 398 CONSTRUCTION ASSOCIATED WITH RESIDENTIAL DEVELOPMENT. STANDARD MITIGATION MEASURES TO PREVENT OR L=143.29' / 20' 2'06'1 REDUCE FUGITIVE DUST EMISSIONS CAN BE OBTAINED FROM BUTTE COUNTY AIR QUALITY MANAGEMENT DISTRICT. 3 3p. I / lY PGM. NO BUILDINGS SHALL BE PLACED ON THE EAST SIDE OF MAPLE BRANCH CREEK. J` .Y6 FENCING FOR AREAS OTHER THAN RESIDENTIAL AREAS SHALL BE UNITED TO A MAXIMUM OF FIVE (5) WIRE STRANDS. THE LOWEST STRAND SHALL BE A7 LEAST SIXTEEN (16) INCHES ABOVE THE GROUND AND THE UPPER STRAND SHALL R=1030.00' c BE NO HIGHER THAN FORTY-EIGHT (48) INCHES ABOVE THE GROUND. 6=07'08'45" 'V `V `11 �/� ' AT THE TIME OF BUILDING PERMIT APPLICATION, IF A DEER HERD IMPACT FEE(S) IS CURRENTLY IN EFFECT, IT SHALL L-128.48 �' j �1/^/4y BE PAID PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. SCALE: 1" = 200' / yo \3I �Y AP 056-160-017 STRUCTURES, DUMPING, FILL MATERIAL AND EXCAVATION SMALL NOT BE ALLOWED WITHIN THE "NO DISTURBANCE 8=470.00' SETBACK^ AS DEPICTED ON THE FINAL MAP. THE 100 -FOOT 'NO DISTURBANCE SETBACK" ALONG MAPLE BRANCH 6=09'26'08 / N27 -59.17"E I I � CREEK SHALL BE MEASURED FROM THE TOP OF THE BANK OR OUTER EDGE Of RIPARIAN VEGETATION, WHICHEVER IS L=77.40' 113.39' W I GREATER. / / u DURING DEVELOPMENT ACTIVITIES, SHOULD ANY ARCHAEOLOGICAL ARTIFACTS BE DISCOVERED. THE PUNNING DIVISION SHALL BE NOTIFIED IMMEDIATELY, AND ALL WORK SHALL CEASE UNTIL A OUAUFIED ARCHAEOLOGIST HAS EXAMINED LEGEND m I I� THE ARTIFACTS AND THE SITE AND SUBMITTED HIS OR HER FINDINGS 70 THE PLANNING DIVISION, AND RECOMMENDED BSL ------ INDICATES BUILDING SETBACK UNE W ti CLEARANCE TO CONTINUE. RECOMMENCEMENT OF CONSTRUCT ft ION SHALL BE UPON THE APPROVAL OF THE PLANNING Jy \ 1 Io DIVISION. R=380.00' 6=3751'08" �" V I z ALL DEVELOPMENT OF THE PARCELS SHALL BE SUBJECT TO THE EROSION CONTROL MEASURES ESTABLISHED IN THE L=251.05' // Z I I I n r• � BEST MANAGEMENT PUN DEVELOPED FOR THE SITE. A COPY OF WHICH CAN BE OBTAINED AT THE BUTTE COUNTY l/_ BUILDING DIVISION OF DEVELOPMENT SERVICES. / ck 9 z 1D. / PARCEL i I I I a THE REMOVAL OF VEGETATION SHALL BE LIMITED TO WHAT IS NECESSARY FOR THE CREATION OF A HOME SITE, •Il / 00 u 1 ACCESSORY BUILDINGS, VEHICLE ACCESS, AND FIRE SAFETY REGULATIONS, OR UNDER AN APPROVED TIMBER HARVEST 21.94±AC. x a �m 1 PUN OR THREE -ACRE CONVERSION EXCEPTION. R=530.00' 96 �60� 1100 100 \ DEVELOPMENT IMPACT FEES F08 SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, R=270.00' 1 6=151711^ JL0 ow ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WILL BE 6=08.09'30" L=141'40 EE. c� Ihm DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT. L=3:0 . ' 9pB?i'0^ I I mm A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR TO ISSUANCE OF BUILDING PERMITS. THE R=70.00' ��/ �' \ 'JO' f gro 3 FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE OAT E OF APPLICATION FOR THE BUILDING PERMITS. 6=21'59'32' x.10"'N� 95C L=26.87' ST 00197 a, DEVELOPMENT OF THESE PARCELS IS SUBJECT TO THE REQUIREMENTS OF THE DEVELOPMENT POLICIES FOR THE COHASSET AREA. AA R=190.00' I� 6=33.3754" PARCEL 2 / / Z THE BUILDING SETBACK FROM THE SIDE AND REAR PROPERTY LINES SHALL BE AT LEAST 30 FEET TO SATISFY PUBLIC m RESOURCES CODE 4290 FIRE SAFE REGULATIONS L=11 1.53' 20.00tAC. ti h �o ( ) R=540.00' p M74*?T'S ' m f�d'•� P 87130 G epG WITH SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE 6=10'32'34" � �/ ` S{� WITH THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION Of SPRINKLERSTMTSYSTEMS IN ONE L=99.36' SS, / N G 3 gO F, AND TWO FAMILY DWELLINGS AND MOBILE HOMES. NFPA STANDARD 13D, UNLESS A PRESSURIZED COMMUNITY WATER G� N618123'L / SYSTEM, WITH HYDRANTS THAT MEET FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. \ G� DEVELOPMENT OF THESE PARCELS MAY REQUIRE PAYMENT INTO THE WATER TENDER FUND. N42 -17.29"E \ \ �f (fgiy S'J peps / �i•F / N _ , 27.78* CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES ON THE PARCELS. INCLUDING AS A 1 J ♦ / 4 COUNTY MINIMUM DRIVEWAY STANDARDS, BUILDING SETBACKS. AND ADDRESSING, SMALL COMPLY WITH THE LATEST FIRE SAFE py $ff / `� ^ REGULATIONS OF BUTTE COUNTY, PUBLIC RESOURCES CODE 4290. AND ALL OTHER APPLICABLE STATE AND COU CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE TIME OF APPUCATION FOR IMPROVEMENT PERMITS. z 50' 1FACHFIELD qrf 9� / r `V FREE SETBACK UNE `oo°s � '4.p'o SEWAGE DISPOSAL SYSTEMS MUST MEET THE REQUIREMENTS OF THE COHASSET SPECIFIC PLAN. 11 / y PARCEL 3 WATER WEA MAY NEED TO BE DRILLED DEEPER THAN 700 FEET IN ORDER TO OBTAIN A RELIABLE POTABLE SUPPLY a I 43.681 AC. N' i 0 7 / i pG2aG2�- ADDITIONAL PARCEL MAP SHEET y e0 W r FOR 50' LEACHFIELD /,"rR,S' / o° l 4 < PATRICIA M. PUTERBAUCH, ZEBULON M. PUTERBAUGH FREE SE78ACK ` 2m UNE souo1 & SUSAN M. LA)YINC, TRUSTEE OF THE CALIFORNIA PENSION ADMINISTRATORS AND CONSULTANTS, INC., RETIREMENT PLAN TRUST AGREEMENT,DATED JUNE 27, 1991 iA PORTION OF THE NORTHEAST QUARTER OF SECTION 94. OR + 588'53' 1000.00' TOWNSHIP 24 NORTH, RANGE 2 EAST, M.D.B. & M. m I 'IO Q- COUNTY OF BUTTE. CALIFORNIA 663 OR BB EXISTING WELL - ' / \ PREPARED BY. L — — — — — — — — —N SIERRA WEST SURVEYING N •53'43"W 1003.94' - 5437 BUCK OLIVE DR. (530)877-8253 100' LEACH FIELD PARADISE, CALIFORNIA 95969 7769 FREE SETBACK UNE JSCALE ANUARY 2002 E: 1"=200' A 0 6- - 17 SHEET 3 OF 3 SHEETS BDDfs /S3 SAGE 9s • rAK�cL I �. x 1 r, 21.94±AC. m ox 1 R=530.00 �•ilk A=15'17'11" ��,� c� W a.m..a L=141.40'` 3 ` . ?OAlo 4 Vz PARCEL 2 20.00AC. N7 4' 5 Y 8730 �► 4 o �i66'1,3* -A'per���� «- • �. 18 231 Oj p. j y P�� �q� gl, LINE Z- 4, t� 5050' PARCEL3 sWV,�LE o I Q 43.68± AC. �, ~- November 6, 2002 Zeb Puterbaugh 12 Wrangler Ct. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-160-017 port Building Permit Number: 02-2646 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The existing shed must be 30 feet from all property lines, and 60 feet from the proposed house. I have noted this on your plot plan. 2. Fire sprinklers are required in this house. Please provide plans and calculations by a C- 16 licensed contractor and apply for this permit. STRUCTURAL COMMENTS 1. Please see the attached structural comments by Keith Long. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner - 1 of 1 Puterbaugh, Zeb 02-2646 STRUCTURAL COMMENTS 1 • The shear wall justification in the calculations is titled 3/8", but the schedule shown on the same page utilizes 1/2" plywood. Please rectify. 2. Please specify all required shear wall lengths on the Plan. 3. The scissor truss calculations use 25 psf uniform loading, when the calculations loading criteria indicates 30 psf roof loading. Please design for 30 psf. 4. The Foundation Plan, Line B shows LSTHHD8's at Line B, but the calculations indicate HD6A with STTB28; please correlate. 5. Please calculate and detail drags at the East gable, Line C, showing transfer of roof shear across the glazed openings and back into the middle shear wall below. 6. Please address a similar, but lesser, condition at the West gable. 7. Please require that all truss steel plates be one piece, not welded up. 8. Require and provide compaction reports for the structural pad. 9. Detail 2/S 1: please dimension to centerline of bolt rows at the top and bottom chords. Specify bolt grade and diameter. Keith Long Plan Review Consultant -6&.,VJater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). 17 Bearing walls shall be supported on niasonr)- or concrete foundations that shall be of sufficient size to support RU Loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall star at not more than 8 feet from each end of a braced Wall line. Braced Wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply With the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheen of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C7. 5. Floor eonstmction details complete enough to construct building. 6. Elevations and Wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. TI pical header size(s). 12. Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. psum wallboard nailing inspection required. the area below the lowest floor is full)- enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. ,47'EleMic, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. AMCELLAN7EOUS ITEMS: fairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). purails (Uniform Building Code section 509). ndc or stone veneer (Uniform Building Code section 1403). "Olor plaster— weep screeds (Uniform Building Code section 2506.5). pitch for roof covering (Uniform Building Code Table 15 -B -I& 2, 15-D-1 & 2). Foam insulation — protection. 6" halls and stairways (Uniform Building Code section 1004.33.2). ro exits on three — store dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). c access and ventilation (Uniform Building Code section 1505). FD d requirements. gy design compliance and supporting documentation. responsible. area requirements. . ING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pzee = f = TF /T ° ` RESIDENTIAL PLAN ° REVIEW GUIDE SINGLE FAMILY, DUPLEXAND A W4_ _.� MISCELLANEO US ONL Y O�vrer.0(9 Building Permit Number: 21 - tie r Plans Exacrtiner:,L;acdci 5j.M)0 or1 A. P. Number: l6D -0a GENE&-kL: —1'Zoning requirements - (number of permitted living units). Plans signed by the designer. -3-' Proper description of work on the application. E. ' tin; "solations on the property. 0.11 eco rded notice of fviolation. Building permit %aluation. PIAT PLA`: _,�omplete parcel size and dimensions. Otbacks. side yard, easements, etc. ther buildings or structures. F ding, fills andror drainage. od hazard. cial condicie on arcel Map:se Q SRAa Fire Sprinkle Water Tender Trac and Drainage fees ❑ Federal Aid Rout d/or Federal Aid Seco , Route setback requirement. Building or ualiaes across lot lines (Lot merger approval by Butte County Land Development) LOOR PLA`: and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 104'0 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear PLA-N: height dimension shall be 23". The minimum net clear operable width dimension shall be 20". When %,.indo%%s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Sk,-lights (Uniform Building Code section 2309 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). bitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not lm than 7 fed ea_sured to the lowest projection firom the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less thea 7 Beet is nsion (Uniform Building Code section 310.6.2 & 310.6.3). G C t indimebaths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters a hich depend on the combustion of fuel shall not be installed in a room used.or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening htto a bath o droom (uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedtoom, or is a m. compartment or alcove opening directly into any of these (Uniform Mechanical Coda mcdOa304-1) Garage firewall separation - required on garage side including supporting walls and posts (Uniibrm f C section 302.4 exception #3). ndec no circumstances shall a private garage have any opening into a room used for sleeping purposes ( or:n Building Code section 312.3). W stove location - Alcove - UN1C section 205 confined space & 223 unconfined space & 301.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Puterbaugh, Zeb 02-2646 STRUCTURAL COMMENTS The shear wall justification in the calculations is titled 3/8", but the schedule shown on the same page utilizes 1/2" plywood. Please rectify. Z. Please specify all required shear wall lengths on the Plan. �- The scissor truss calculations use 25 psf uniform loading, when the calculations loading criteria indicates 30 psf roof loading. Please design for 30 psf. �! The Foundation Plan, Line B shows LSTHHD8's at Line B, but the calculations indicate HD6A with STTB28; please correlate. Please calculate and detail drags at the East gable, Line C, showing transfer of roof shear across the glazed openings and back into the middle shear wall below. Please address a similar, but lesser, condition at the West gable. ,Y Please require that all truss steel plates be one piece, not welded up. 8 0� Require and provide compaction reports for the structural pad. Detail 2/S 1: please dimension to centerline of bolt rows at the top and bottom chords. Specify bolt grade and diameter. Keith Long Plan Review Consultant It ALit ltl I%Z v M W umbrulNbL r UHAI In order to expodite the rcview of y P plena �P �lloaiaS laformation and rewln tWs ' this form is not Complete, u to aU Cormwon itrmk we will not be able to accept your r*4xdn ictal gw nvi� t mg*am to �Y item mquestod in our play Conation ktta. 'By otheW b act considered a mWd mspoa9e to euh iters m d the location where the Information an be found on the pbWcala. Pfd I ATTACH THIS FORM TO A COPY OF YOt1R pLAN ftVMW LMM AND RlTURN WITH MID OWNERS NAME _ . .. _ . _ .. . _ ._ _ .... _. ...... OATS: � - Rlt:�/� ASSESSORS PARCEL NUMBER 0� PERMIT NUMBER 056-1(o0 rot'7 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK (TEM A RESPONSE BY: LOCATION ON PIANS/CALCS: —COMMENTS.6 �! r NIVA~ LAN C KECK REM N RESPONSE BY: OMMENTS: �,4 2 cA(4szZ/�sr A-ZIu. r<r, r m w K.l arum bL r VKm In order to expedite the rcvicw of your pUZ4 plem complda the 9bUowlas information and return this to this form is not complete, as to all oorrocdon loemk we WW not be " to aeoapt your m-mAmlttal rvah t "Wase to every item loquc W in our plan eorfiecdon letter. "By other', b not considered a valid �xft Z Ma at ressponse to each item and the location where ft information can be found on the pl uWcala. Pfer,� l MAW= ATTACH TWZS FORM TO A Copy OF YOUR PLAN REVIEW LETTER AND RETtJiW Wrr" REVISEp Mi0 OWNERSNAME _ . .. _. _ .. . _ .. _ .... _. ... _ .. DATE: FUM4 P644X 6-7.lq ASSESSORS PARCEL N'.,MBER PERMIT NUMBER SPONSEFORPLAN CHECK LETTER DATED: PLAN CHECK ITEM / RESPONSE BY: - - LOCATION ON PLAr13fC • oto ALCs: COMMENTS: • 52- —=tn&&jfk ML jEAkW 'gof'l a lel 90, c . 'LAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCVA S: :OMME415- NTS: x �� 4-,/" _-1 Y [,�GC1 Sr (�L3Y[�� �llsS PLAN CHECK ITE!,, is RESPON HECK rTE M M COMMENTS: ON -f -If/jr -`A LANKCHECK IT! 4 5� tESPONSE BY: -OCATIO N ZA w A R L A u r_ iw c Studio. . . . . . . . . _ . 0. 43. 1-, 709 1037 Park Avenue Chico, California 9)-928 uesign: Project Name: ' Project Number: Date: (LIcd� Page: ofL-�'� .................... _....,.......;.................,. SCISSORS TRUSS CA job: Puterbz !I job no: 0203 inir.ir n date: 12/2/02 FO TN AVT JOINT B AHT BV BVT AV AH BHT � AH G��SEp ARCAVR AVB AVTrBVB HB " QQ- C13 43 OINT C CV JOINT D DV * * EHT rBov T BVB BVB g BHB BHB N�-9 Date ��� BVT �OFCAL�FOQ V AHB AHB AVB AVB (LENGTH OF SPAN) L = 27 Feet j (SI -011E OF TOP CHORD) YT= 9 in 12 AXIAL FORCES Z (SLOPi (-F BOTTOM CHORD) YB = 3 in 12 A -B= C — TRI . 3 SPACING TRIB WIDTH= 8 / Feet .6075 A -D= 50.10 T A`.'1=RAGE UNIFORM LOAD = 30 �/ PSF B -C= 2025 C B -D= 3340 C HEIGHT OF POST H= 5.06 Feet END SPAN K = 6.75 Feet C -D= 810 T -01P CENTER SPAN J = 6.75 Feet A -810 LBS B BV = -1620 LBS / = 3240 LBS BVT = -1215 LBS f ,'.':3 = 1215 LBS BHT = -1620 LBS AV i = -3645 LBS BVB = -810 LBS Ar IT = -4860 LBS adjust BHB = -3240 LBS D adjust:: At "P = 4860 LBS H E A = 0.0 must = 0 13 B noriz = 0.0 must �0 r 0 �� l= 0.0 must =0 EBvert — <, O.OLm,t1St=O C = -1620 D BVB= 810 _ -810 BHB= 3240 E = 1620 AHB= -4860 F, = 1215 AVB= -1215 DV = 810 - E C ,, . = 0.0 must - 0 E D = noriz - .u. ;..I—cr - 0.0 it7iust ._. 0 E C = 0.0 must,= 0 i D vert — O.O n1U.St= 0 SCISSOR TRUSS PAGE 2 - TC" "liORD IN COMPRESSION COMBINED WITH FLEXURE job: Pute., augh job no: 0203 12/2/02 COLUMN DIMEN :ON / MAJOR AXIS: (di)= 5.5 INCHES COLUMN DIMENSION / MINOR AXIS: (d2)= 7.25 INCHES UNSUPPORTED LENGTH I MAJOR AXIS: (lel)= 81.00 INCHES UNSUPPORTED LF': ;TH I MINOR AXIS: (le2)= 0 INCHES BUCKLING DE I MAJOR AXIS: Ke = 0.8 BUCKLING ;. DE / MINOR AXIS: Ke = 0.65 AXIAL LOAD: P= 6075 POUNDS MAX BENDING MO'.IENT IN COLUMN: M = 13669 INCH POUNDS ALLOWED COf-." ..ESSION STRESS: Fc = 475 P.S.I. ALLOWED FIBr' -ENDING STRESS: Fb = 700 P.S.I. MOD' " OF ELASTICITY: E = 1,300,000 P.S.I. K = 0.671 'SQUARE ROOT E/Fc = 35.10 SHORT COLUMN F'c = 0.00 INTI-r,'EDIATE COLUMN F'c = 472.99 LONG COLUMN F'c = 0 EFFE( ' := LENGTH ( L*Ke) le = 64.8 SLENL 'CESS RATIO (le/d) = 11.78 (cannot exceed 50) ADJUST, :CTOR (le/d-1 1)/K-1 1 J = 0.032 0<=J<=1 J= 0 ACTUAL UNIT "IMPRESS STRESS fc = 152.35 ACTUAL L'.ENDING STRESS fb = 373.95 BEAM SLE, ` ANESS FACTOR Cs= 0.47 (cannot exceed 50) Ck = 34.95 SLENDER Ar )T FIBER STRESS F% = 700 "*** UNITY CHECK **' 0.82 (cannot exceed 1) "fc/F'c + fb/F'b-Jfc <= 1 G S.0, C13 43 ��� N�'9A Date C oP CAS-�FO� Y LrY 43 i i i I 1 iI 01 Q 1Po poo o o D ,I i I li c ......... _._..._...... ---—._.._..... ................ --..._... 43 PROJECT: P'UTERBAUGH PROJ NUMBER: 0203 BEAM: DOUBLE PLATE AS HEA STRENGTH= STD + TRI Fv (psi)= 95 b= 5.50 Fb (psi)= 400 h= 1.50 E (psi)= 1.40E+06 INPUT SPAN (inches)= 48 max TRI.9 WIDTH (feet)= 2 max UNIFORM ;_IVE LOAD (psf) 16 UNIFORM DUAD LOAD (psf)= 5 DEFLECTION (span/x)= 240 Ar? ustment Factors Adjusted Bending Stress F'b (psi)= 630 Duration. (Cd) = 1.25 Size Factor = 1.26 Temperature = 1.00 Wel Service (Cm) = 1.00 Repetit;. Member (Cr) = 1.00 PAGE: DATE: 12/4/02 )ER USE: 2x6" STD+ -MEMBER S.F. A= 8.3 "OKaY' `,`; FJ 642% ya5i; S= 2.1 129% 1= 1.5 179% OUTPUT HORIZ. SHEAR (Vmax)= 81.38 lbs. AREA REQUIRED (A)= 1.28 IN MOMENT (Mmax)= 1.01 KIP IN SECTION REQUIRED (S)= 1.60 IN' MOM INERTIA REQ'D (1)= 0.86 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration,(Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 ,41�Cy1T v SCK S, C138 3 N� Date ��� I f F �� A R C A D E M E Studio. . . . . . . . . 530.343..5709 1037 Park Avenue Chico, California 95928 BUILDING DEPARTMENT: &J, k-2, TELEPHONE: CONTACT: DATE: Design: General Loads Project Name: Puterbaugh Project Number:_ 0203 Date: 9/17/02 Page: of 1 43 1p LOCATION: or. OA�vSO ELEVATION:t� 1� ROOF LOADING: REDUCTION: "to SIESMIC ZONE: % OF SNOW LOAD: WIND SPEED: ( apt EXPOSURE: ' SOILS REPORT REQ'D.?: SOIL BEARING: 9 FREEZE DEPTH.:. CLIMATE ZONE; SPECIAL CONSIDERATIONS: CLIENTCONTACT: A R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 ROOF LOADS: LIVE LOAD: DEAD LOAD FLOOR LOADS: LIVE LOAD: DEAD LOAD: Design: General Loads Project Name: Puterbaugh Project Number: 0203 Date: 9/17/02 Page: of 8 :12 SLOPE 16.0 PSF ROOFING - COMP SHINGLES 4.0 PSF SHEATHING - 5/8" PLYWOOD 1.8 PSF RAFTERS - 2X8" @ 24" OC 1.5 PSF INSULATION - R-30 BATTS 0.9 PSF CEILING - 5/8" GYP BD 2.8 PSF misc. 3.0 PSF TOTAL DEAD LOAD: 14.0 PSF 14.0 PSF TOTAL ROOF LOAD: 30.0 SF UBC TABLE 16A RESIDENTIAL 40.0 PSF SHEATHING - 3/4" PLYWOOD 0.0 PSF FLOOR JOISTS - 2X12" @ 16" OC - 0.0 PSF CEILING - 5/8" GYP BD 0.0 PSF Misc: 0.0 PSF PSF r -- A PSF TOTAL DEAD LOAD: 0.0 PSF o.o PSF TOTAL FLOOR LOAD: 40.0 PSF WIND: method 2 (projected area) MPH= 75 EXP= B P= Ce Cq Qs I Ce= 0.67 Qs= 14.5 P= 12.63 psf 1= 1.0 Cq= 1.3 horiz (structures <=40' ht) C = 0.7 vert projected area SEISMIC: V= 3.0 Ca W Ca= 0.3 R= 5.5 (UBC Table 16-n) R V= 0.164 W A R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 ROOF LOADS: LIVE LOAD: DEAD LOAD: FLOOR LOADS: LIVE LOAD: DEAD LOAD: 8:12 SLOPE Design: General Loads Project Name: Puterbaugh Project Number: 0203 Date: 9/17/02 Page: of 16.0 PSF ROOFING - COMP SHINGLES 4.0 PSF SHEATHING - 5/8" PLYWOOD 1.8 PSF RAFTERS - 2X8" @ 24" OC 1.5 PSF INSULATION - R-30 BATTS 0.9 PSF CEILING - 5/8" GYP BD 2.8 PSF misc. 3.0 PSF TOTAL DEAD LOAD: 14.0 PSF 14.0 PSF TOTAL ROOF LOAD: 30.0 PSF UBC TABLE 16A RESIDENTIAL 40.0 PSF SHEATHING - 3/4" PLYWOOD 2.3 PSF FLOOR JOISTS - 2X12" @ 16" OC 3.3 PSF CEILING - 5/8" GYP Bb 2.8 PSF MISC. 1.6 PSF PSF PSF TOTAL DEAD LOAD: 10.0 PSF 10.0 PSF TOTAL ROOF LOAD: 50.0 PSF WIND: method 2 (projected area) * MPH= .75 P= Ce Cq Qs I Ce= 0.67 P= 12.63 psf 1= 1.0 SEISMIC: V= 3.0 Ca W Ca= 0.3 R V= 0.164 W EXP= ' Qs= 14.5 Cq= 1.3 horiz (structures <=40' ht) Cq= 0.7 vert projected area R= 5.5 (UBC Table 16-n) t0(?�° +O�X�) tJV, �� PROJECT:PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 9/17/02 BEAM: PORCH HEADERS USE: 2x6" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 95 b= 5.50 Fb (psi)= 875 h= 5.50 E (psi)= 1.60E+06 194% ,',- INPUT SPAN (inches)= 132 max TRIB WIDTH (feet)= 3.5 max UNIFORM LIVE LOAD (psf)= 20 UNIFORM DEAD LOAD (psf)= 10 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1372 Duration (Cd) = 1.25 Size Factor = 1.09 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 A= 30.3 346% S= 27.7 OK""', � .. �`� 200% 1= 76.3 ;QK 194% ,',- OUTPUT HORIZ. SHEAR (Vmax)= 553.44 lbs. AREA REQUIRED (A)= 8.74 IN MOMENT (Mmax)= 19.06 KIP IN SECTION REQUIRED (S)= 13.89 IN MOM INERTIA REQ'D (1)= 39.31 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT: PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 9/17/02 BEAM: PORCH RAFTERS USE: 2x6" DF#2 STRENGTH= DF #2 TRIAL MEMBER R F Fv (psi)= 95 b= 1.50 A= 8.3 «K t`°fa 296% Fb (psi)= 875 h= 5.50 S= 7.6iOK'� 287% E (psi)= 1.60E+06 1= 20.8 485% INPUT OUTPUT SPAN (inches)= 76 max HORIZ. SHEAR (Vmax)= 176.25 lbs. TRIB WIDTH (feet)= 2 max AREA REQUIRED (A)= 2.78 IN UNIFORM LIVE LOAD (psf)= 20 MOMENT (Mmax)= 3.61 KIP IN UNIFORM DEAD LOAD (psf)= 10 SECTION REQUIRED (S)= 2.63 IN' DEFLECTION (span/x)= 240 MOM INERTIA REQ'D (1)= 4.29 IN Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 1372 Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.25 Duration (Cd) = 1.00 Size Factor = 1.09 Shear Stress (Ch) = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 PROJECT: PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 9/17/02 BEAM: ROOF RAFTERS USE: 2x6" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F_ Fv (psi)= 95 b= 1.50 Fb (psi)= 875 h= 5.50 E (psi)= 1.60E+06 248% INPUT SPAN (inches)= 95 max TRIB WIDTH (feet)= 2 max UNIFORM LIVE LOAD (psf)= 16 UNIFORM DEAD LOAD (psf)= 14 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1372 Duration (Cd) = 1.25 Size Factor = 1.09 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 A= 8.3 t:OK. 234% S= 7.6 184% 1= 20.8 248% OUTPUT HORIZ. SHEAR (Vmax)= 223.75 lbs. AREA REQUIRED (A)= 3.53 IN MOMENT (Mmax)= 5.64 KIP IN SECTION REQUIRED (S)= 4.11 IN MOM INERTIA REQ'D (1)= 8.37 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 SCISSORS TRUSS CALCULATIONS - PAGE 1 OF 2 job: Puterbaugh job no: 0203 date: 9/17/02 I f% I A I T r) DINT A IAV DINT C BHT BVT WT JOINT B BVT *AHT BV BHT AH AH AVB AVT BVB HB CV HT r8vT V JOINT D BVB BHB AHB AVB DV (LENGTH (LENGTH OF SPAN) L = 27 Feet E— (SLOPE OF TOP CHORD) YT = 9 in 12 AXIAL FORCES Z(SLOPE OF BOTTOM CHORD) YB = 3 in 12 A -B= :50.6.3 C — TRUSS SPACING TRIB WIDTH = 8 Feet A -D= 41„7..5 T AVERAGE UNIFORM LOAD = 25 PSF B -C= 168.8 C B -D= 2783 C HEIGHT OF POST H= 5.06 Feet END SPAN K = 6.75 Feet C -D= 675 T TOP CENTER SPAN J = 6.75 Feet A AV = -675 LBS B BV = -1350 LBS AVR = 2700 LBS BVT = -1013 LBS AVB = 1013 LBS BHT = -1350 LBS AVT = -3038 LBS BVB = -675 LBS AHT = -4050 LBS adjust BHB = -2700 LBS s'tatljusf AHB = 4050 LBS H A horiz = 0.0 must ,0 E B horiz = 0.0,rnUSt 0 '' A0.0 must„L,O'. B �vert— OO smust�'OfL vert— C CV = -1350 D BVB= 675 DV = -675 BHB= 2700 BHT= 1350 AHB= -4050 BVT= 1013 AVB= -1013 DV = 675 C horiz = 0.0 must, °0 E D = 0 0 m;USti 0" E C vert = 0.0must� 0 horiz E D Vey = { 0 0 must ;0"' SCISSOR TRUSS PAGE 2 - TOP CHORD IN COMPRESSION COMBINED WITH FLEXURE job: Puterbaugh I job no: 0203 1 9/17/02 COLUMN DIMENSION / MAJOR AXIS: (dl)= 5.5 INCHES COLUMN DIMENSION / MINOR AXIS: (dz)= 7.25 INCHES UNSUPPORTED LENGTH / MAJOR AXIS: (lel)= , 81.00 INCHES UNSUPPORTED LENGTH / MINOR AXIS: (lez)= 0 INCHES BUCKLING MODE / MAJOR AXIS: Ke = 0.8 BUCKLING MODE / MINOR AXIS: Ke = 0.65 AXIAL LOAD: P= 5063 POUNDS MAX BENDING MOMENT IN COLUMN: M = 13669 INCH POUNDS ALLOWED COMPRESSION STRESS: Fc = 475 P.S.I. ALLOWED FIBER BENDING STRESS: Fb = 700 P.S.I. MODULUS OF ELASTICITY: E = 1,300,000 P.S.I. K = 0.671 * SQUARE ROOT E/Fc = 35.10 SHORT COLUMN F'c = 0.00 INTERMEDIATE COLUMN F'c = 472.99 LONG COLUMN F'c = 0 EFFECTIVE LENGTH (L*Ke) le = 64.8 SLENDERNESS RATIO (le/d) = 11.78 (cannot exceed 50) ADJUST FACTOR (le/d-1 1)/K-1 1 J = 0.032 0<=J<=1 J= 0 ACTUAL UNIT COMPRESS STRESS fc = 126.96 ACTUAL UNIT BENDING STRESS fb = 373.95 BEAM SLENDERNESS FACTOR Cs = 0.47 (cannot exceed 50) Ck = 34.95 SLENDER ADJUST FIBER STRESS F'b = 700 "*** UNITY CHECK *** 0.77 (cannot exceed 1) "fc/F'c + fb/F'b-Jfc <= 1 ' r AR-CADEME Studio ... I - i i O I I I I I LSr�+ II II ---� 311 -� $ I I I I I � II II C.I __jTrip II II II II II II II II Z' II II II II a ❑�� _y UN 4 ,O WCA ( ' ° ° r w c.t tet.' O 4 -o ' r AR-CADEME Studio ... I I i i I I I I I LSr�+ II II -� $ I I I I I � II II C.I ° II II II II II II II II II II II II ❑�� UN 4 DRAWN BY PROJECT 0203 CHECKED BY: DATE: PAT COL 6/4/02 ©1999 ARC A D E M E A copyright is claimed by A R C A D S M E o the conce ptand Ideas of this unpublished work. No publlcation, a5519mment, deviation or Further distribution is allowed without the express written permission of A R C A D E M E. 530.343.5709 1037... Park ..Avenue Chico, California 95928 :1 PROJECT NAME: PUTERBAUGH RESIDENCE -'1200 S. F. BUTTE CIUNTY , CA SHEET NO.: - OF: 2 SHEETS A, R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 Design: LA7-r'&.e44.- Project Name:P UTU4MA-U.&A - Project Number: 0 � Date: Page: of ... ........ .... . ...... ....... ........ ........ ...... . ..... .... .. . ..... .. ......... ........ ......... .. ....... .... ....... .......... . ... ..... C�" . . ......... OT."q ... ......... ..... ........ . ....... ......... ......... . . .. .. ...... ...... �t.K .... ........ ....... FLA\ HOA* 449 SOPA�n1 OWE, V, . xf ........ ... Knti 4- 6,4 V4,-- 041\ ..... . ........ ..... . ..... .. .... ...... ... Tta.;:Ies ....... . ..... ...... . ... ......................... ... .......... .......... ...... . ...... . ..... .... ... .......... . . ... ... . . .......... 100 7,14 . . .. . ..................... ......... . ... ..... .............. . . . .......... . ...... tk, A ............ ......... .... ....... ... ........... .......... 77n ..... .......... ............ .......... .... .. ...... - ................ ......... ........ .............................. . ...... ....... . .......... Oe..... .. S2�5 p LP 3!8"PLY 3!4"AB A R C A D E M Studio. . . . . . . . . 91 6.343.5709 1037 Park Avenue Chico, California 95928 E Design: Project Name: Project Number: Date: Page: of JUSTIFICATION OF 3/8" PLYWOOD SHEAR WALLS ---- INCREASED TO 15/32" WHEN STUDS ARE 16" OC MAX ANCHOR BOLTS = 3/4" (UBC 2311.2 & TABLE 23-1-F) USE LARGEST SINGLE SHEAR VALUE OF A 1-1/2" SIDE MEMBER DOUGLAS FIR LOADED PARALLEL TO GRAIN 1200 #/BOLT ANCHOR BOLTS = 1.33 X 1200 1596 #/BOLT 16d BOX NAILS = (79#)(1.33) = 105 #/NAIL SIMPSON A-34 CLIP = (345#)(1.33) = 459 #/CLIP AA 1/2" CDX PLYWOOD WITH 8d @ 6"/12" (UBC TABLE 23-1-K-1) = 260 #/FT ANCHOR BOLTS= 1596 / 260 = 6.14 FT = 73.66 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 260 = 0.40 FT = 4.85 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 260 = 1.76 FT = 21.18 INCHES ON CENTER MAXIMUM 1/2" CDX PLYWOOD WITH 8d @.4"/12" (UBC TABLE 23-1-K-1) = 380 #/FT ANCHOR BOLTS = 1 1596 / 380 = 4.20 FT = 50.4 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 380 = 0.28 FT = 3.32 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 380 = 1.21 FT = 14.49 INCHES ON CENTER MAXIMUM 1/2" CDX PLYWOOD WITH 8d @ 3"/12" (UBC TABLE 23-1-K-1) = .490 #/FT ANCHOR BOLTS = 1596 / 490 = 3.26 FT = 39.09 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 490 = 0.21 FT = 2.57 INCHES ON CENTER MAXIMUM S:IMPSON A-34 CLIP = 459 / 490 = 0.94 FT = 11.24 INCHES ON CENTER MAXIMUM 1/2" STRUCT I PLYWOOD WITH 8d @2-1/2"/12" (UBC TABLE 23-1-K- 550 #/FT ANCHOR BOLTS = 1596 / 550 = 2.90 FT = 34.82 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 550 = 0.19 FT = 2.29 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 550 = 0.83 FT = 10.01 INCHES ON CENTER MAXIMUM Page 1 A R C A D E M E Design: (A`r��IU-4L, Project Name:- S t u d i o......... 5 3 0. 3 4 3. 5 7 0 9 Project Number: (� �1� �✓ 1037 Park Avenue Date:_�'��/�', Chico, California 95928 Page: of ��.^1... �. _ ... �, .......}........ 5. �... L. .. 44 Al .-J.. ......... . .... 5 NAA d .. .� ii'l.J� M4t.A.i.�Ol'r.M+'.�.tiT'.rtY.J - ,• ..`. ..... 14 C 4AW4 44, .. i .. _. EV`'j.... lopoiOV .. _ OMKA 'Ilk Ste: why : 1V..E. � f [-'5 r - Pu ........... ........ .� ........... v........ -. . r ......... � (� _I. -....!.. !...?�Q.Ps ..=� 52 PLP DMS 1 0203 CHECKED BY: DATE: PAT COL 6/4/02 . �V►- ©1999A R C A D E M E ;A Copyri�jht is clamed by A R C A D E M E on he eonceptand ideas of this unpublishea' Work. o,p,blication, aSSi9nnent, deviation or further tdiStrex bution is allowed rithovt the press vri tt en pernls Sion of A R C A D E M E. A R C A D E M E Studio... 530.343.5709 1037... Park .. Avenue Chico, California 95928 PROJECT NAME: PUTERBAUGH RESIDENCE - 1200 S. F. BUTTE CIUNTY , CA 6 Putks� u M� SHEET NO.: OF: 2 SHEETS ' f ��A7 Xy\ ❑ WN (iP ----, II II ❑ � I II II � F� � �� II II I I I I � ❑ ❑ Tj* Z$ I I I I P 11 , . ❑ II I. II II ❑ t— — — — — — II II 01 II II i ❑ l _ LAN 4 ❑ ❑ -- ❑ ❑ DMS 1 0203 CHECKED BY: DATE: PAT COL 6/4/02 . �V►- ©1999A R C A D E M E ;A Copyri�jht is clamed by A R C A D E M E on he eonceptand ideas of this unpublishea' Work. o,p,blication, aSSi9nnent, deviation or further tdiStrex bution is allowed rithovt the press vri tt en pernls Sion of A R C A D E M E. A R C A D E M E Studio... 530.343.5709 1037... Park .. Avenue Chico, California 95928 PROJECT NAME: PUTERBAUGH RESIDENCE - 1200 S. F. BUTTE CIUNTY , CA 6 Putks� u M� SHEET NO.: OF: 2 SHEETS A R C A D E M E Studio. . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 BUILDING DEPARTMENT: Ik. d TELEPHONE: CONTACT: DATE: Design: General Loads Project Name: Puterbaugh Project Number:_ 0203 Date: 9/17/02 Page: of C13 3 eo� �- enew LOCATION:Date ELEVATION: ROOF LOADING: 4-� °�Lt,c�d P.��:,��. . REDUCTION: No SIESMIC ZONE: , % OF SNOW LOAD: WIND SPEED: 16 ipt p EXPOSURE: SOILS REPORT REQ'D.?: SOIL BEARING: 6 FREEZE DEPTH:. bi CLIMATE ZONE;' SPECIAL CONSIDERATIONS: CLIENTCONTACT: A R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 Design: General Loads Project Name: PUterbaugh Project Number: 0203 Date: 9/17/02 Page: . of ROOF LOADS: LIVE LOAD: 8 :12 SLOPE 16.0 PSF DEAD LOAD: ROOFING - COMP SHINGLES 4.0 PSF SHEATHING - 5/8" PLYWOOD 1.8 PSF RAFTERS - 2X8" @ 24" OC 1.5 PSF INSULATION - R-30 BATTS 0.9 PSF CEILING - 5/8" GYP BD 2.8 PSF misc. 3.0 PSF TOTAL DEAD LOAD: 14.0 PSF 14.0 PSF TOTAL ROOF LOAD: 30.0 PSF FLOOR LOADS: LIVE LOAD: UBC TABLE 16A RESIDENTIAL 40.0 PSF DEAD LOAD: SHEATHING - 3/4" PLYWOOD 0.0 PSF FLOOR JOISTS - 2X12" @ 16" OC _ 0.0 PSF CEILING - 5/8" GYP BD 0.0 PSF MiSc: 0.0 PSF A PSF P PSF9 TOTAL DEAD LOAD: 0.0 PSF o.o PSF TOTAL FLOOR LOAD: 40.0 PSF WIND: method 2 (projected area) MPH= 75 EXP= B P= Ce Cq Qs I Ce= 0.67 Qs= 14.5 P= 12.63 psf 1= 1.0 Cq= 1.3 horiz (structures <=40' ht) Cq= 0.7 vert projected area SEISMIC: V= 3.0 Ca W Ca= 0.3 R= 5.5 (UBC Table 16-n) R V= 0.164 W 10'ice� pte "-.... �� � IY C.:• ouri,4! - o A R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 ROOF LOADS: LIVE LOAD: DEAD LOAD: FLOOR LOADS: LIVE LOAD: DEAD LOAD: 8:12 SLOPE Design: General Loads Project Name: Puterbaugh Project Number: 0203 Date: 9/17/02 Page: of 16.0 PSF ROOFING - COMP SHINGLES 4.0 PSF SHEATHING - 5/8" PLYWOOD 1.8 PSF RAFTERS - 2X8" @ 24" OC 1.5 PSF INSULATION - R-30 BATTS 0.9 PSF CEILING - 5/8" GYP BD 2.8 PSF misc. 3.0 PSF TOTAL DEAD LOAD: 14.0 PSF 14.0 PSF TOTAL ROOF LOAD: 30.0 PSF UBC TABLE 16A RESIDENTIAL SHEATHING - 3/4" PLYWOOD 2.3 PSF FLOOR JOISTS - 2X12" @ 16" OC 3.3 PSF CEILING - 5/8" GYP BD 2.8 PSF misc. 1.6 PSF WIND: method 2 (projected area) MPH= 75 P= Ce Cq Qs I Ce= 0.67 P= 12.63 psf 1= 1.0 SEISMIC: V=.3.0 Ca W Ca= 0.3 R V= 0.164 W 40.0 PSF PSF PSF TOTAL DEAD LOAD: 10.0 PSF 10.0 PSF TOTAL ROOF LOAD: 50.0 PSF EXP= ' Qs= 14.5 Cq= 1.3 horiz (structures <=40' ht) Cq= 0.7 vert projected area R= 5.5 (UBC Table 16-n) PROJECT:PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 9/17/02 BEAM: PORCH HEADERS USE: 2x6" DF#2 STRENGTH= DF #2 TRIAL MEMBER R F Fv (psi)= 95 b= 5.50 Fb (psi)= 875 h= 5.50 E (psi)= 1.60E+06 194% ..._a..: INPUT SPAN (inches)= 132 max TRIB WIDTH (feet)= 3.5 max UNIFORM LIVE LOAD (psf)= 20 UNIFORM DEAD LOAD (psf)= 10 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1372 Duration (Cd) = 1.25 Size Factor = 1.09 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 A= 30.3 346% S= 27.7OK;`b 200% I= 76.3 OK''aaa'n 194% ..._a..: OUTPUT HORIZ. SHEAR (Vmax)= 553.44 lbs. AREA REQUIRED (A)= 8.74 IN MOMENT (Mmax)= 19.06 KIP IN SECTION REQUIRED (S)= 13.89 IN MOM INERTIA REQ'D (1)= 39.31 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT:PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 9/17/02 BEAM: PORCH RAFTERS USE: 2x6" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 95 Fb (psi)= 875 E (psi)= 1.60E+06 b= 1.50 A= 8.3 h= 5.50 S= 7.6 1= 20.8 INPUT SPAN (inches)= 76 max TRIB WIDTH (feet)= 2 max UNIFORM LIVE LOAD (psf)= 20 UNIFORM DEAD LOAD (psf)= 10 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1372 Duration (Cd) = 1.25 Size Factor = 1.09 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 HORIZ. SHEAR (Vmax)= AREA REQUIRED (A)= MOMENT (Mmax)= SECTION REQUIRED (S)= MOM INERTIA REQ'D (1)= 296% 287% 485% OUTPUT 176.25 lbs. 2.78 IN 3.61 KIP IN. 2.63 IN 4.29 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT: PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 9/17/02 BEAM: ROOF RAFTERS USE: 2x6" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 95 Fb (psi)= 875 E (psi)= 1.60E+06 b= 1.50 A= 8.3 h= 5.50 S= 7.6 1= 20.8 INPUT SPAN (inches)= 95 max TRIB WIDTH (feet)= 2 max UNIFORM LIVE LOAD (psf)= 16 UNIFORM DEAD LOAD (psf)= 14 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1372 Duration (Cd) = 1.25 Size Factor = 1.09 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 234% 184% FO`Kaz ii 248% OUTPUT HORIZ. SHEAR (Vmax)= 223.75 lbs. AREA REQUIRED (A)= 3.53 IN MOMENT (Mmax)= 5.64 KIP IN SECTION REQUIRED (S)= 4.11 IN MOM INERTIA REQ'D (1)= 8.37 IN' Adiustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 ;CISSORS TRUSS CALCULATIONS - PAGE 1 OF 2 job: Puterbaugh job no: 0203 date: 9/17/02 1 l'11 A I T fn DINT A AVTFJJOINT B BV BVT AV AH BHT AH AVR AVB AVT BVB HB DINT Cl Ir CV JOIIJT D DV BHT HT BVB BVB BHB BHB BVT BVT V AHB AHB AVE AVB (LENGTH OF SPAN) L = 27 Feet (SLOPE OF TOP CHORD) YT = 9 in 12 AXIAL FORCES Z(SLOPE OF BOTTOM CHORD) YB = 3 in 12 A -B= 5063 C — TRUSS SPACING TRIB WIDTH = 8 Feet A -D= 41.7.5 T AVERAGE UNIFORM LOAD = 25 PSF B -C= 1688 C B -D= 2783 C HEIGHT OF POST H= 5.06 Feet END SPAN K = 6.75 Feet C -D= 675 T TOP CENTER SPAN J = 6.75 Feet A AV = -675 LBS B BV = -1350 LBS AVR = 2700 LBS BVT = -1013 LBS AVB = 1013 LBS BHT = -1350 LBS AVT = -3038 LBS BVB = -675 LBS E- AHT = -4050 LBS adjust BHB = -2700 LBS -a0just AHB = 4050 LBS E A horiz = 0.0 must =10 E B horiz = 0.0 �m`ust _ 0' O E A vert = 0.0 linust - O, • E B vert = 0 0 01Pst = ,0. ' C CV = -1350 D BVB= 675 DV = -675 BHB= 2700 BHT= 1350 AHB= -4050 BVT= 1013 AVB= -1013 DV = 675 E C horiz = 0.0 must..='0' ' E D horiz = 0.0 must =.0 E C vert — 0.0 trpUStr- O E D vert — 0.0 USt =.;0, SCISSOR TRUSS PAGE 2 - TOP CHORD IN COMPRESSION COMBINED WITH FLEXURE job: Puterbaugh I job no: 0203 1 9/17/02 COLUMN DIMENSION / MAJOR AXIS: (dl)= 5.5 INCHES COLUMN DIMENSION / MINOR AXIS: (d2)= 7,25 INCHES UNSUPPORTED LENGTH / MAJOR AXIS: (le,)= 81.00 INCHES UNSUPPORTED LENGTH / MINOR AXIS: (le2)= 0 INCHES BUCKLING MODE / MAJOR AXIS: Ke = 0.8 BUCKLING MODE / MINOR AXIS: Ke = 0.65 AXIAL LOAD:, P= 5063 POUNDS MAX BENDING MOMENT IN COLUMN: M = 13669 INCH POUNDS ALLOWED COMPRESSION STRESS: Fc = 475 P.S.I. ALLOWED FIBER BENDING STRESS: Fb = 700 P.S.I. MODULUS OF ELASTICITY: E = 1,300,000 P.S.I. K = 0.671 * SQUARE ROOT E/Fc = 35.10 SHORT COLUMN F'c = 0.00 INTERMEDIATE COLUMN F'c = 472.99 LONG COLUMN F'c = 0 EFFECTIVE LENGTH (L*Ke) le = 64.8 SLENDERNESS RATIO (le/d) = 11.78 (cannot exceed 50) ADJUST FACTOR (le/d-1 1)/K-1 1 J = 0.032 0<=J<=1 J= 0 ACTUAL UNIT COMPRESS STRESS fc = 126.96 ACTUAL UNIT BENDING STRESS fb = 373.95 BEAM SLENDERNESS FACTOR Cs = 0.47 (cannot exceed 50) Ck = 34.95 SLENDER ADJUST FIBER STRESS F'b = 700 "*** UNITY CHECK *** 0.77 (cannot exceed 1) "fc/F'c + fb/F'b-Jfc <= 1 rQ i I CC�� --J II II II II usrµ�5-Q-P� �P II II 6 Putt u I cap ❑ . - L11 H, II II ° I----------- II II II II II II ❑ II II II II ❑. UN q• 0 � 4 ARC AD i I CC�� --J II II II II �P II II I cap �, . - II II ° I----------- II II II II II II ❑ II II II II ❑. UN q• DRAWN IPROJECT IS 0203 CHECKED BY: DATE: PAT COL 6/4/02 ©1999 A R C A D E M E A Copyright is clained by A R C A D E M E On the ConCeptand Ideas of this unpublished work. No publication, assignment, deviation or Further distribution is allowed without the e.pres5 wrltt en permission OF A R C A D E M E. E M E Studio... 530.343.5709 1037... Park ..Avenue Chico, California 95928 PROJECT NAME: pUTERBAUGH RESIDENCE - 1200 S. F. BUTTE CIUNTY , CA F SHEETS A-' R,' C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 Design: Project Name:_�(,�'j"��}(,l Project Number: 0 t2Z Date: Page: of .., ... , , �........).., .. ,........;... ....t .......... ...... _., . ... .. ... .... ............. v. �?;.... �...... K .. ,. 11 _ .. "...tom'. t r ...;....................,. .fit. '-iOY�X P�/X-4).` • ... '.... ...,...... " ......; .. .... .. .... ��a.`� -� ��,,� , g �1�i���. tau . .. Ve..... .........b.�•i��., .. �,��7..G,,.�.�iil.j.. w .... C F��'�. �,,,,,,,,////////�������� ��4� ` w .6+Y.,`A..:r..`l..rrw..C�...:- ... - .......................... ......... ^i•%![ ...•J��6►�r.�&i�tf,,..-�4.....�..d��.'..�•�••t�f 1 � �,•. Gi✓ f ~�'.CG�..�r..`..' .r.'-�.'.""' .'" .... _ �... .. .... ... .. .. .� ��d�. S.t,;. `_,. �-i.v!�..". �.:C "�-.�.�`�i r... �:....fr`f 1 E� .. r �.Cd� �Y✓'^.� � ��,��i[+"-���� ., ... _ _._............._.. t - ,. .f .. .... ryas.. ................ �..... ., ._ . .,. , .. �.(�.�..., .. .. -. uy L sT -TYPfir...... �r �r t 3!8"PLY 3!4"AB A R C A D E M E Studio. . . . . . . . 91 6.343.5709 1037 Park Avenue Chico, California 95928 JUSTIFICATION OF 3/8" PLYWOOD SHEAR WALLS INCREASED TO 15/32" WHEN STUDS ARE 16" OC MAX ANCHOR BOLTS = 3/4" (UBC 2311.2 & TABLE 23-1-F) USE LARGEST SINGLE SHEAR VALUE OF A 1-1/2" SIDE MEMBER DOUGLAS FIR LOADED PARALLEL TO GRAIN 1200 #/BOLT ANCHOR BOLTS = 1.33 X 1200 1596 #/BOLT 16d BOX NAILS = (79#)(1.33) = 105 #/NAIL SIMPSON A-34 CLIP= (345#)(1.33).= 459 #/CLIP Design: Project Name: Project Number: Date: Page: of 1/2" CDX PLYWOOD WITH 8d @ 6"/12" (UBC TABLE 23-1-K-1) = 260 #/FT ANCHOR BOLTS = 1596 / 260 = 6.14 FT = 73.66 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 260 = 0.40 FT = 4.85 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 260 = 1.76 FT = 21.18 INCHES ON CENTER MAXIMUM AB1/2" CDX PLYWOOD WITH 8d @.4"/12" (UBC TABLE 23-1-K-1) = 380 #/FT ANCHOR BOLTS = 1596 / 380 = 4.20 FT = 50.4 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 380 = 0.28 FT = 3.32 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 380 = 1.21 FT = 14.49 INCHES ON CENTER MAXIMUM 1/2" CDX PLYWOOD WITH 8d @ 3712" (UBC TABLE 23-1-K-1) = 490 #/FT ANCHOR BOLTS = 1596 / 490 = 3.26 FT = 39.09 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 490 = 0.21 FT = 2.57 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 490 = 0.94 FT = 11:24 INCHES ON CENTER MAXIMUM 1/2" STRUCT I PLYWOOD WITH 8d @2-1/2"/12" (UBC TABLE 23-1-K- 550 #/FT ANCHOR BOLTS = 1596 / 550 = 2.90 FT = 34.82 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 550 = 0.19 FT = 2.29 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 550 = 0.83 FT = 10.01 INCHES ON CENTER MAXIMUM Page 1 JL Aice. I%z v M w KzbrvlNbL r VKM In order to expedite the review of your plans• plean compWo the ibllowinS Information and trturn this fo na this form's not Complete. as to all oormdon its we wiU not be able to scoept your re -submittal &V r' shaft to every item rogtmW in our plan oortation fetter. "By odwW Is not ooaddered a vaUd .Zb01+e ora response to each item and the location wbere the Information an be found on the pbuWala. Pfew l ATTACH THIS FORM TO A COPY OF YOUR PLAN REVZW LEffM ANO RETURN WITH RMUM M!D OWNERS NAME OATS: ASSESSORS PARCEL NUMBER PERMIT NUMBER 056-f(oo -0! ©2.4 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: - - LOCATION ON PLANS/CALC3: NIs COMMENTS: Cti�t~Zi�Jf�. X120 At 5W5W05--r,>. 9 17.5'1 PW-bbt PLAN CHECK ITEM K RESPONSE BY: LOCATION ON PLANS/CALCS: IEENNTS:: JVLz PLAN CHECK (TEM M .%7xw,r- 42. W • 5 '_�lo �QG• U� :SPONSE BY: rw �,4 2 CAuS y 21401j -5I A a.•rulq tic. v u. vv xriarumbL r gjxm In order to expedite the review of y� pLLas. please completa rho Mow* information and return ft form this form is not Complete. as to AllcOffeWoa ltd we WW not be able to accept your M-wbmtttai � yqu mWase to every item roquWW in our plan amation letter. "By othetsr', is not considered a valid Mimi; or crsWm to each item 80 the location where the information an be fond an the plans/ala. Pled ! ATTACH THIS DORM TO A COPY OF YOM PLAN REVIEW LETTER AND RETURN WITH REVISED OWNERS NAME DATE:AND lam ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM M RESPONSE BY: - - LOCATION ON PLAN9/C ALCS: COMMENTS: �r�• �� �L� PLAN CHECK ITEM K RESPONSE BY: LOCATION ON PLANS/CALCS: VACOMMENT � &1A 4-1 -7/� S. PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: - l COMMENTS: QI iIPAIS 9&7 ft/ T I& 4lJlVjP ,.a _ At I?C -SME B /A . Z. 4. A R, (. A U C IVI C uesign: CeUGGfz'fb��/ i✓Cr ea c���.n'p4, Project Name: Project Number: 5 3 0. 3 4 3. 5 7 0 9 4• Studio........ k'A 1037 Park AvenueDate: V- Chico, California 95928 Page: of L-A' ;CISSORS TRUSS CALCULATIONS - PAGE 1 OF 2 job: Puterbaugh job no: 0203 date: 12/2/02 I n 1 A I T r, DINT A 27 JOINT B BVT E— (SLOPE OF TOP CHORD) YT = BV BHT AXIAL FORCES ,q V t 3 in 12 A -B= ,6075 C TRUSS SPACING TRIB WIDTH = AH Feet A -D= 5010 T AVERAGE UNIFORM LOAD = 30 HB B -C= 2025 C B -D= 3340 C AVR AVT BVB END SPAN K = ARC ��TF Feet C -D= 810 T TOP CENTER SPAN J = L'p� v Feet CV JOINT D QV Cl to BHT BHT Ir BVB BVB �k * BVT = -1215 LBS BHB BHB BVT BVT AVT = -3645 LBS e- BVB = V AHB AHB Dae A�� BHB = -3240 LBS AVB AVB (LENGTH OF SPAN) L = 27 Feet E— (SLOPE OF TOP CHORD) YT = 9 in 12 AXIAL FORCES a (SLOPE OF BOTTOM CHORD) YB = 3 in 12 A -B= ,6075 C TRUSS SPACING TRIB WIDTH = 8 Feet A -D= 5010 T AVERAGE UNIFORM LOAD = 30 PSF B -C= 2025 C B -D= 3340 C HEIGHT OF POST H= 5.06 Feet END SPAN K = 6.75 Feet C -D= 810 T TOP CENTER SPAN J = 6.75 Feet A AV = -810 LBS B BV = -1620 LBS AVR = 3240 LBS BVT = -1215 LBS AVB = 1215 LBS BHT = -1620 LBS AVT = -3645 LBS BVB = -810 LBS AHT = -4860 LBS adjust BHB = -3240 LBS adjust AHB = 4860 LBS H E A horiz = 0.0 mush',Z -0•.: E Bnoriz = 0.01M'6'91,,,a 101:t ^R,, O E Avert — 0.0 must 0 ; E B vert = 0.0 riiustz -k0j C CV = -1620 D BVB= 810 DV = -810 BHB= 3240 BHT= 1620 AHB= -4860 BVT= 1215 AVB= -1215 DV = 810 E C noriz = 0.0 must .:0 E Dnoriz = 0 0 music :0�yt Y ry4 Y — E Cvert — 0.0 mustw 0 — E D — vert M LY 0 0 must FO �,•. �,..o- _ ka.d•.�, .� ..,1� SCISSOR TRUSS PAGE 2 - TOP CHORD IN COMPRESSION COMBINED WITH FLEXURE job: Puterbaugh I job no: 0203 T 12/2/02 COLUMN DIMENSION I MAJOR AXIS: (di)= 5.5 INCHES COLUMN DIMENSION / MINOR AXIS: (d2)= 7.25 INCHES UNSUPPORTED LENGTH / MAJOR AXIS: (lei)= 81.00 INCHES UNSUPPORTED LENGTH / MINOR AXIS: (le2)= 0 INCHES BUCKLING MODE I MAJOR AXIS: Ke = 0.8 BUCKLING MODE / MINOR AXIS: Ke = 0.65 AXIAL LOAD: P= 6075 POUNDS MAX BENDING MOMENT IN COLUMN: M = 13669 INCH POUNDS ALLOWED COMPRESSION STRESS: Fc = 475 P.S.I. ALLOWED FIBER BENDING STRESS: Fb = 700 P.S.I. MODULUS OF ELASTICITY: E = 1,300,000 P.S.I. K = 0.671 * SQUARE ROOT E/Fc = 35.10 SHORT COLUMN F'c = 0.00 INTERMEDIATE COLUMN F'c = 472.99 LONG COLUMN F'c = 0 EFFECTIVE LENGTH (L*Ke) le = 64.8 SLENDERNESS RATIO (le/d) = 11.78 (cannot exceed 50) ADJUST FACTOR (le/d-1 1)/K-1 1 J = 0.032 0<=J<=1 J= 0 ACTUAL UNIT COMPRESS STRESS fc = 152.35 ACTUAL UNIT BENDING STRESS fb = 373.95 BEAM SLENDERNESS FACTOR Cs = 0.47 (cannot exceed 50) Ck = 34.95 SLENDER ADJUST FIBER STRESS F'b = 700 "*** UNITY CHECK *** 0.82 (cannot exceed 1) "fc/F'c + fb/F'b-Jfc <= 1 C13 3 \�'9N. ®ate Y fl Y PROJECT: PUTERBAUGH PAGE: PROJ NUMBER: 0203 DATE: 12/4/02 BEAM: DOUBLE PLATE AS HEADER USE: 2x6" STD+ STRENGTH= STD + TRIAL MEMBER S.F. Fv (psi)= 95 b= 5.50 A= 8.3 Fb (psi)= 400 h= 1.50 S= 2.1 E (psi)= 1.40E+06. 1= 1.5 INPUT SPAN (inches)= 48 max TRIB WIDTH (feet)= 2 max UNIFORM LIVE LOAD (psf)= 16 UNIFORM DEAD LOAD (psf)= 5 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 630 Duration (Cd) = 1.25 Size Factor = 1.26 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 HORIZ. SHEAR (Vmax)= AREA REQUIRED (A)= MOMENT (Mmax)= SECTION REQUIRED (S)= MOM INERTIA REQ'D (I)= 642% 129% 179% OUTPUT 81.38 lbs. 1.28 IN 1.01 KIP IN 1.60 IN' 0.86 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 N one Date FC AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Oa - 4-;k c��c COPY of Document Recorded 07 -Oct -2002 2002-0052438 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort 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 purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: al 4,' J)7,0a'i7 O.; "7Y7dl �'c'✓fcr�s� ,�lr�G/ aL'� �2°�C�i�c(�4 �/'I Ste; « of jr: i-e�orr'%� e f /Me Lovr /y 'o4 '4_ e* 6 ' Aov P 0) q3. F Geral �y CDS6 /b0= D/7> � DatenL�,Y-U_ ( 2: ` u'o" L PROPERTY OWNERS: State of California ) County of-& '__ ) \\ On�,ltlhc�,✓ �;�a✓o� before personally appeared „ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the perso acted, xecuted the instrument. WITNES y- hand official seal. Signatu Seal: C. JIMENEZ COMM. # 1295875 D QNOTARY PUBLIC -CALIFORNIA N COUNTY OF BUTTE A. P. 4 , J (D — ` Q- 017 Comm. Expires March 2, 2005 w SITE PLAN REVIEW APPLICATION Date: - 2 3 0 2 AN Permit Number (if applicable) 2.— 2 6 Ll (p (�5b-1&o-01-71--ITN APPLICANT INFORMATION Parcel Size: Z H e Owners Name: Owners Address: 2 hI2 f�N [Y L �� CT- ('_H i CO CA ')59 -?7S Telephone No.: I 6y Situs Address: V 1 L ns i2 b Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved IN Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By UCD Date`Z- Pagel of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: .2t'O ? 0 'LS &C:> -� t ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 0b 22—S el— Index Date: _6 — 8— 9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ® Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: -TM — Applicable Building Setbacks: / \ ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highylays Fire Prevention Subdivision Map Front S t_ Side Side Street / Rear 3 / Height Waterway N/A N/A ____NfA ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees ❑ ' Fire ' ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact, ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain-iMerger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 11 Subdivision Map/Parcel Map: Map Date of Recording: Lot: 2- Book: ) S '�S Page: S ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: a Comply with the following Conditions of Approval: AT"J'iq cJ-4 4 —�b ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees'identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 Project Address........ Villas Road ******* Butte County *v6.01* Documentation Author.... Marty Runnells ******* Bui ing Permi Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check D to Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -023635 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC...... : Average Ceiling Height..... 1189 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Slab On Grade 34.2 0 of floor area 0.47 Btu/hr-sf-F 0.49 11.5 ft BUILDING SHELL INSULATION EN! Ai?fbc,. Fw '9 Date ��- Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 Door n/a R-0 R-n/a R-0 0.330 Wall n/a R-13 R-n/a R-13 0.088 Roof n/a R-30 R-n/a R-30 0.031 SlabEdge n/a R-0 R-n/a F2=0.760 FENESTRATION Interior Shading Standard Standard Standard Standard StandSta Sta ami PLAN FRONT, LEFT BACK, RIGHT KNEE WALL ENTRY H2O CLOSET TO ATTIC, VAULT TO EXTERIOR Over - Exterior hang/ Shading Fins Standard Standard Standard dard o.�01aldard .� C t 11114sti ll, Standard Standard Standard Standard Yes Yes Yes Yes Yes Yes Yes Yes None None Yes Yes Yes 9 Area U_ Orientation (sf) Factor SHGC Door Front (S) 33.4 W ' 0.570 0.650 Door Front (S) 33.4 0.570 0.650 Door Front (S) 33.4 0.570 0.650 Door Front (S) 33.4 0.570 0.650 Window Front (S) 12.0 0.400 0.400 Window Left (W) 14.0 0.350 0.350 Window Left (W) 20.0 0.400 0.400 Window Left (W) 14.0 0.350 0.350 Window Left (W) 16.0 0.400 0.400 Window Left (W) 12.0 0.400 0.400 Window Back (N) 12.0 0.400 0.400 Window Back (N) 14.0 0.350 0.350 Door Back (N) 10.0 0.570 0.650 Interior Shading Standard Standard Standard Standard StandSta Sta ami PLAN FRONT, LEFT BACK, RIGHT KNEE WALL ENTRY H2O CLOSET TO ATTIC, VAULT TO EXTERIOR Over - Exterior hang/ Shading Fins Standard Standard Standard dard o.�01aldard .� C t 11114sti ll, Standard Standard Standard Standard Yes Yes Yes Yes Yes Yes Yes Yes None None Yes Yes Yes 9 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -02363S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal Equipment Type Gas ACSplitTXV SLAB SURFACES Slab Type Standard Slab HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location 0.800 AFUE n/a Attic 12.00 SEER Yes Attic Equipment Type Gas / ACSplitTXV Tank Type Heater Type Area (sf) 1189 Over - Exterior hang/ FENESTRATION Fins Standard Yes Area U- Standard Interior Orientation Yes (sf) Factor SHGC Shading Window Back (N) 9.8' 0.400 0.400 Standard Window Back (N) 14.0 0.350 0.350 Standard Window Right (E) 14.0 0.350 0.350 Standard Window Right (E) 14.0 0.350 0.350 Standard Window Right (E) 77.0 0.400 0.400 Standard Skylight Back (N) 20.0 0.800 0.730 None Equipment Type Gas ACSplitTXV SLAB SURFACES Slab Type Standard Slab HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location 0.800 AFUE n/a Attic 12.00 SEER Yes Attic Equipment Type Gas / ACSplitTXV Tank Type Heater Type Area (sf) 1189 Tested ACCA Duct Duct Manual Thermostat R -value Leakage D Type R-4.2 Yes No Setback R-4.2 Yes No Setback DUCT TESTING DETAILS Duct Leakage Target (o fan CFM/CFM25) Measured Supply Duct Surface Area (ft2) 60 / 49.9 WATER HEATING SYSTEMS Number in Distribution Type System n/a Tank Energy Size Factor (gal) External Insulation R -value Storage Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard None None None Tested ACCA Duct Duct Manual Thermostat R -value Leakage D Type R-4.2 Yes No Setback R-4.2 Yes No Setback DUCT TESTING DETAILS Duct Leakage Target (o fan CFM/CFM25) Measured Supply Duct Surface Area (ft2) 60 / 49.9 WATER HEATING SYSTEMS Number in Distribution Type System n/a Tank Energy Size Factor (gal) External Insulation R -value Storage Gas Standard 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -02363S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal SPECIAL FEATURES AND MODELING ASSUMPTIONS or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s) . HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF -6R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -02363S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Company. Address. Phone... License. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. 0 82? -/0 Z date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Puterbaugh Residence Date..08/22/02 3.0:01:17 Pro'ect Address Vi'll R d ******* ........ as %_1 CA Butte County *v6.01* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Pian Check Date Chico, CA 95926 530-894-8466 Fie C ec Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -023635 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. ✓ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U' -factor in metal frame walls (does not apply ✓ to exterior mass walls). *150 (d) : Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. PIA 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(9): Vapor barriers mandatory in Climate Zones 14 and 16 only. NIA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. tXA 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. V11 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -023635 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(.h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(x.): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation I. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. knack -up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1.' All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6--3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. L11- 114: Pool and Spa Heating. Systems and Equipment 114: 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation N/a pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MLS -1R Project. Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -023635 Wth-CTZ11S92 Program -FORM MF -1R User##-MP1333 User -Energy Calculation Servic Run -17.89 SF.Res.- Submittal pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(,)1: .Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting.control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 Pro'ect Address Villas R d ******* Butte County *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Fie 'C'Heck/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -023635 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal Energy Use (kBtu/sf -yr) MICROPAS6 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 20.50 19.93 0.57 Space Cooling.......... 12.58 15.63 -3.05 Water Heating.......... 18.62 15.43 3.19 Total 51.70 50.99 0.71 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1189 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Slab On Grade 1 13641 cf 1189 sf 34.2 0 of floor area 0.47 Btu/hr-sf-F 0.49 11.5 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 1189 13641 1.00 Yes Setback C Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -02363S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 226 0.065 19 180 90 Yes None PLAN FRONT 2 Wall 194 0.065 19 270 90 Yes None LEFT 3 Wall 302 0.065 19 0 90 Yes None BACK 4 Door 10 0.330 0 0 90 Yes None* ENTRY 5 Wall 266 0.065 19 90 90 Yes None RIGHT 6 Wall 80 0.088 13 90 90 No None H2O CLOSET 7 Wall 193 0.065 19 180 90 Yes None KNEE WALL 8 Roof 225 0.031 30 n/a 0 Yes None TO ATTIC 9 Roof 521 0.031 30 180 41 Yes None VAULT 10 Roof 482 0.031 30 0 41 Yes None VAULT 11 Roof 183 0.031 30 180 41 Yes None VAULT PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 12 SlabEdge 149 0.760 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Door Front (S) 33.4 0.570 0.650 180 90 Standard/0.76 Standard/0.68 2 Door Front (S) 33.4 0.570 0.650 180 90 Standard/0.76 Standard/0.68 3 Door Front (S) 33.4 0.570 0.650 180 90 Standard/0.76 Standard/0.68 4 Door Front (S) 33.4 0.570 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 12.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 6 Window Left (W) 14.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 7 Window Left (W) 20.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 8 Window Left (W) 14.0 0.350 0.350 270 90 Standard/0.76 Standard/0.68 9 Window Left (W) 16.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 10 Window Left (W) 12.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 11 Window Back (N) 12.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 12 Window Back (N) 14.0 0.350 0.350 0 90 Standard/0.76 Standard/0.68 13 Door Back (N) 10.0 0.570 0.650 0 90 Standard/0.76 Standard/0.68 14 Window Back (N) 9.8 0.400 0.400 0 90 Standard/0.76 Standard/.0.68 15 Window Back (N) 14.0 0.3,50 0.350 0 90 Standard/0.76 Standard/0.68 16 Window Right (E) 14.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 17 Window Right (E) 14.0 0.350 0.350 90 90 Standard/0.76 Standard/0.68 18 Window Right (E) 77.'0 0.400 0.400 90 90 Standard/0.76 Standard/0.68 19 Skylight Back (N) 20.0 0.800 0.730 0 40 None/1 None/1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -023635 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Door 33.4 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 Door 33.4 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 33.4 n/a .6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 33.4 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 12.0 n/a 4 18 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 14.0 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 n/a 4 5.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 14.0 n/a 3.5 8. 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 n/a 4 .18 1 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 14.0 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 10.0 n/a 3 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 9.8 n/a 6.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 14.0 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 14.0 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 14.0 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a SLAB - SURFACES Area Slab Type (sf) HOUSE Standard Slab 1189 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Gas 0.800 AFUE n/a Attic R-4.2 Yes No 0.811 ACSplitTXV 12.00 SEER Yes Attic R-4.2 Yes No 0.737 DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type M. fan CFM/CFM25) (ft2) HOUSE Gas / ACSplitTXV 60 / 49.9 n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 MICROPAS6 v6.01 File -02363S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater .Type Distribution Type System Factor (gal) 1 Storage Gas Standard External Insulation R -value 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF -6R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be -retested. -Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Puterbaugh Residence Date..08/22/02 10:01:17 Pro'ect Address V'll R d ******* ........ i as oa Butte County *v6.01* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02363S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1189 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design........ Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1189 sf 13641 cf Front Facing WILLOWS 39.5 degrees 28 F 70 F 100 F 78 F 36 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 180 deg (S) Heating (Btuh) Cooling (Btuh) 10252 3527 8012 4197 n/a 8324 8333 2501 n/a 1875 2660 2042 29257 22466 n/a 4493 29257 26959 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ental Health 1 9.-2002 Calitomia When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 COPY Space above for Recorder's Use Owner Name: Zebulon Puterbaugh and Laura Puterbaugh Building Permit No: 07-0566 Second Floor Storage Room DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 12th day of April 2007, Zebulon Puterbaugh and Laura Puterbaugh, hereinafter referred to as owner(s), are the record owners of the following real property: 38 Vilas Rd., Cohasset, California, A.P.N. 056-160-051 , and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and 11. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and 111. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 07-0566 was applied for on 03/22/07 by the owner in accordance with, the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 07-0566 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 07-0566 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 07-0566 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: The second floor Storage Room will not be used for living, cooking or sleeping. Additionally, there shall be no heating or cooling of this area. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 07-0566 DATE: , 20 Owner Signature: ,��2, 4'i7�a y Owner Signature: ie,, 141� 0 7 Print or Type Name of Above Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On " I I before me, Public, personally appeared Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature STATE OF CALIFORNIA SS. COUNTY OF BUTTE On before me, Public, personally appeared (Seal) Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof: Dated: Scott RutQh2ZManager Building Division STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On %Pa L ► 7, a010-7 before me, 4K„'i �L°-^! , Notary Public, personally appeared r personally known to me o be the personal whose nameo is/aW subscribed to the within instrument and acknowledged to me that he/sto/tWy executed the same in his/bcfr/"ir authorized capacity(ieA, and that by his/her/tt*r signature,(.-,) on the instrument the person(s), or the entity upon behalf of which the person(pf acted, executed the instrument. MMMCMULM WITNESS my hand.and official seal.` Comndabn # 1667051 Nokuy MAC • CoOfomla eu” County lAcc, TV'MY Comm. Expires Apr b, 2009 ign ture (Seal) chi/c RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: ZebuloaPuterbaugh Lora Puterbaugh 38 Villas Road Chico, Ca. 95973 � IIII III III VIII I IIII I N II IIII II III A.P.N.: ^ —D� Order No.: Recorded Official,Records CokkM Of CANDACE J. GRJUBBS Recorder ROSEMARY DICKSON Assistant 09s00AM 05 -Feb -2004 REC FEE 13.00 Cheryl Page 1 of 3 Above This Line for Recorder's Use Only GRANT DEED Escrow No.: 21834STB THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $ 0.00 JJcomputed on full value of property conveyed, or Changing the manner in wtiich title is held. computed on full value less value of liens or encumbrances remaining at time of sale, R & T 11911 ] unincorporated area; [ ] City of Chico , and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Zebulon Puterbaugh and Laura Puterbaugb, who acquired title as Laura Dilg hereby GRANT(S) to Zebulon Puterbaugh and Laura Puterbaugh, husband and wife as joint tenants /unincorporated area of the the following described property in the Qif}%pif00, County of Butte State of California; Zebulon Puter ugh Laura Puterbaugh Document Date: January 27, 2004 STATE��FO IA )SS COUNTbefore ine,/n') I personally appeared L4dw- personally known to me (or proved to me on the basis of tisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my -hand and official seal. Signature/ if/�!/vvv/ ( This area for official notarial seal. ,« TAM[ BAR W D COMM. # 1289725 > NOTARYCOUNTYOFBUTTE la w Comm. Expires Jan. 7, 2005 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below 3� i Description Order No. BU -218345 TB The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 2, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 93, 9.4 AND 95. APN 056-160-051-000 �'�lF�' . Y�.Y.1» rRtl'r '...r v. � ..r '�YC`�R' � Y� l•a] _+�-.�.Y.-.i �..MrcvD}+ti-�-1)-�YitA'"YiI'4-.7''�li`.�.i�• ".'i.`� COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Pucffioy�c�- OWNER PERMIT NO. A routine inspection indicates th a following violations of butte county Ordinances exist at the above address and should corrected. Please notice this office when correction of work is completed. If you hav y questions pertaining to this matter, or need additional explanation, please contact thi ice immediately. rw11 j - �W--- F� FWANIMM1114M I 02- -=111 161M W.Al u Pze.---I 10 mo r�la, 6ro-�rk G/► o _ _ ' Date /— I/- Inspector REV 10192 NOTES RESIDENTIAL o6fo �--- ` 056-160=8i�- G02-2646 _ } PERMIT NO. — PU ERBAUGH, ZEB — } 3� VILAS RD., COHASSET f CONT: GARY LEE NEW SINGLE. FAMILY 1'r wFICECOPY � I) Address 3$ v LQo4 r4 GAS Meter BY ---,,-/Date ELECTRIC Meter By Date 0 -- t SPECIAL CONDITIONS N 4 r. i 1 P. 3 Lt 1 XSRA ;F<FLOOD CERTIFICATE REQ. IRE SPRINKLERS REQ; SPECIAL INSPECTION ITEMS. VERIFY USE PERMIT CONDITIONS . SUB -STANDARD HOUSING LETTER V JOB FINALED (Date) I Signature ��� CHECKED BY f . J=OK 0 = Not OK . = NotReadyable 7. MOBILE HOMES Date MOBIt•E HOME UTILITIES (Plans) OK except ft Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Card B-1 Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Lbcation-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect Date 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Date Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements .2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 12. 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 f, MISCELLANEOUS Date DECKS, COVERS, CAftPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541_ ERrWT OoO.. (Rel*16)y, APPLICATION AND PERMIT ASSESSOR PARCELJUMB+�W 0 V ZONING _S BUILDINGPERMIT OWNER PIMRPATM 7M TELEPHONE MOM .. A SO. FT. OCC. BUILDING VALUATION 2 .00 OWNERS MAIUNG ADDRESS 17 WRAWNER CL CHICol CA 95973 1152 14-1976.00 P CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER I Fireplace A 15M.00 LENDER'S MAILING ADDRESS It Total Valuation $ 81 276.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 363.0 BUILDINGADDRESS VILA! RD.. WARM Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 964.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 .W USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 15.VJ Each gas water heater or vent 15.00 15 • W TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 ULL Building sewer 15.00 5.w Mobile Home S G W @20.00 PERMIT FEE $ •" ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 A OR LESS 23.00 L-5 • Uv LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8PSIN, License Class Lic. No. 1, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. III, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. + Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. DWE200ALLING ( a ACC. aLDs. OR A.0 SO � 3.52Fr: 4l. Ly ON PpµH61UT. MULTI.OUTLET 97.50 OWGERLE APPARATUSOUTLET CIR. Ex. Occu OUrLT OR FIXTURES s20 p 1.00 FDCEO APPLNS. OR Ex. Occup. ounETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 85.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for whicFi this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating duaftHVAC O. U'd Cooling10 • U - Hood 6.50 u • -% Ventilation 14•x" PERMIT FEE $ 61.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation /�f one hundred dollars ($100) or less.) W' 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 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 forthwo com ly,with those provisigns. �f /A� � �� X /ij Date Signre of Applicant - Own'er ❑Contractor ❑Agent An'OSHA permit is required fof`excav ons over 60" deep and demolition or construction of structures over 3 stories"n heiglif _ ,-�4/i/LSI Mobile Home Installation Fee $ Energy Inspection Feel/ ${ -�j ` T �'�'�TOTAL FEE $1264. SO HAZ. .r. ,I FLOOD CDF 'PARCEL y PD HD ISSUE This permit is her y issued under the Butte County Code and/or in indicated akiove,for which fees have By � PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date . (Date) Receipt No. 363756 �42545 1 -2 JA X 49 . U'J WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR/ GOLDENROD -APPLICANT T. .COUNTY OF BUTTE ...... • .. • ~' BUILDING DIVISION a— DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. L= If R(--- 76, T )F-w7���lrt�7 /�� COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ,Z9ERnylr bio. (Rev.-%r,J6) APPLICATION AND PERMIT �P ASSESSOR PARCEL„NUMB 056-160:W 6:,a-rrP1 - 9) ZONING W "- BUILDING PERMIT OWNER "E SQ. FT. OCC. BUILDING VALUATION ? 2 0 ' L 00.00 OWNES MAILING ADDRESS R' 12 0ANGTJM CT.; CHICOCA 9597-3 1152 14 976.00 CONTRACTOR'S NAME GARY I FF. TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 81,276.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 558.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 363.00 BUILDINGAD f SS ED VII AL MIJASSF-T Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 964.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 4 1 7.00 2oo.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 5.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 108.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20DAORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. .VI as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DW EWNG OCCUP. OR AODNS. ( 8 ACC. BLDS. SO 3.5¢FT. 42.00 NoN.q�,.. T.MULTI.OU CET 97,50 APPARATUS 8 SINGLE OUTLET C1 R. Ex. OCCUp. OUTLET OR FDTTURES 20 @ 1.00 6AL @ .so Ex. Occup. o XUT EDAAEslo °� 5.00 Jemporary TemporaryService 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $x,5.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier._ MECHANICAL PERMIT Filing Fee 20.00 Heating dual HVAC 15.00 Cooling 15.00 Hood 6.50 O. Ventilation 1 4.50 4.50 PERMIT FEE $ 61L.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation /�f one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall 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 not employ any person in any manner so as to become subject to workers'FindE VorthwW'com Rh th se s' ns. X✓� Date Sig ure of Applicant - O er ❑Contractor ❑Age A SHA permit is required I excavations over 5'0" deep and de olition or construction of structures over 3 storie In height. Mobile Home Installation Fee $ Energy Inspectign Fee$46.00 OTAL FEE $1264.50 HAZ. l- F PARC Po D SUE it is here y issued under County ode and/or a e w is t feeshave By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /Q3 Date d� ate Receipt No. 363 a WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDEN ROD -APPLICANT E.N. use ONLY Act Plan Attachad • �� FEoox Plan Attache Pf sant to B.D. / /it TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 51 Owner Location AP# Plan Approved for: Sewage DisposalX/ Water Supply: Public Private Well X Clearance for-dvve#iftg. Other Xo7,7e_- Hold final for: Final clearance O.K. for: NOTE: /nI Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION _ r 7`County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 'e11 Proposed Building Use: Ilf . i. Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed ty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3.• Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent -for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other " ing items needed to issue the permit. (May. require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................... � .. G ............ I5. Statement of Intent for Non -heated and A/C Buildings .......................... Sanitation and plot plan approval from the Environmental Health Departure tin v I [� ❑ 17. City of Chico Plumbing permit .......................... 18. California Department of Forestry plan approval paid. Sent_ by� ........... ❑ 19. Planning approval for (A) Use: 8 K (B)Parking: (C) arcel Check: 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑, ;. Pre -Inspection for required ................ Wj3. Contractor's license information. (Number, Name Style, Classification) ...................... KWorker's Compensation Carrier and Policy Number ..............:.............................. 4 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... 127. ' Recorded copy of Agricultural Acknowledgment Statement .................................... /0.7 0 -' ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 030. ❑ Grant De d M H. Title/Statement f Facts,. ❑ Letter from egal Owner, ❑ Check to H.C.D. $ 1. Other: When issued Telephon (j( fAnd�r� Id u CWner has Chet e 2 its of R AIS Yer W . LeRW /. U'"• /-/. �Z I have been informed f the hove item .and r ements for obtaining a building permit. Y7 -, � _ �. 1 r; 1. In&x perfnit application for the above items numbered: lan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ' ❑ counter, by Date: _ Contractor, designer, owner w s advised of the above d to by ❑ phone, ❑ mail, ❑ counter Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellnw' Ruildinp nivivnn COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE -1!BUILDING PERMIT FEES Balance Due ....................... Additional Fees Due ................. $ A.P. # DATE 57-,-2,3- 0 -2 - RECEIPT # DATE REC. -3--) 5W �4- ) Additional Fees Due ................. $ Revised Plan Checking Fee .........I,,......$/) f SCHOOL DISTRICT FEES Ln inn (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) Residential ......................x $360.00 = $ rr to t Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. RA FIRE INSPECTION AND PLAN CHECK 'paid at Building Division) WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan the 'ng process APPLICANT ✓'' DATE -3 lt�212- Pursuant to overnment Code Section20, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) b NOTES ,'. RESIDENTIAL 056-160-051 03-0226 PERMIT NO. PUTERBAUGH, ZEB '74§4&VILAS RD., COHASSET CONT: WILLIAM SQUYRES FIRE SPRINKLERS r� f SPECIAL CONDITIONS 11 CHECKED BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4 �t t Z JOB FINALED (D te) SignAurre t r i i SPECIAL CONDITIONS 11 CHECKED BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 4 �t t Z JOB FINALED (D te) SignAurre J = OK- . ' . 0 = Not OK . = Not Ready Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _ 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining' 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not - =Not AAppplicable . = Not Ready FRAMING (Continued) RESIDENTIAL Date UNDERF OR (Plans) OK except #'s 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 1: ni g -Setbacks- Easements- Flood -Slope 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles g., Main; Soils-Elec. G nd /%t /" Ftg. Depth 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Ste alls, Garage; Steel- Blockouts-Wra ed 57. Siding -Nailing Veneer 6 old Downs and Special Anchors 7. Slab, Steel -Wrapped 60. Shear Walls; Nailing -Bolts 8. Pie s -Fire lace Ftg.-Steel 62. Insulation -Walls -Ceilings W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 63. Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test FINAL (Plans) OK except #'s 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 16. Insulation Date ri 03 Card B-1 Date Card B-1 Date ter' Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Win; Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes 0 No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CertainTe'ed C-1 Builders Statement. InsulSafe 4 Fiber Glass Blowing Insulation Homeowner Name / Jobsite Name i's -4/0U A CI's Home Address C�' V�'_ QA�_� (_-0 Installer/Contractor (sign) Company Name Date Builder (sign) Inspected By (sign if required) Company Name Date Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft of net area: Contents of bag should not cover more than: (sq. ft) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 16'/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 _ r/4 13 7.7 129 0.209 51/2 11 6.6 151 0.179 1 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The. maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must beat or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE -IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS.' 30-24-233 Builders Statement . A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 R -VALUE '/THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/RO ✓) CEILINGS .30 / v r30 WALLS / FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft. of net area for each R -Value listed. • The. maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must beat or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft. of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE -IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS.' 30-24-233 Builders Statement . A Saint-Gobain Company 02002 CertainTeed Corporation 11/02 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530)53 7541 E IT.N7. (Rev. 12/96) i PPLICATION AND PERMIT � �= ASSESSO ARCEL:IUMBER `"O ✓ - jr l�G_1 .. ZONING BUILDING PERMIT OWNER ..P e t TFLEPSHgNE 3U.(ca61 SO. FT. OCC. BUILDING VALUATION OWNERS MAIL! �r `rAT CO RORS NAM U 1A f1, Ecg5 LEPHONE 1s- loll CO�nft MAILING -T, U9sgt CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ LIS (4 . 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDIN ESS (3 V,. I A } j L At,C Energy Plan Checking Fee $ <917 Az PERMIT FEE $ [. • 03 LOT NO I SUBDIVISIONS NAMEPARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlities ❑ Installation ❑ Other . Describe Work: f l i C il,l M►�j'PP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ 44' v ELECTRICAL PERMIT Fling Fee 20.00 800OR LES Main Service p A VDR.:, 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is full force and effect. `^ / ru b Lic. NO. ) Z O b License Class OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CCU000A W:L200A NEW CONST. DWELLMIG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.50FT. NEW MUL O,- RLET 97,50 POWER APPARATUS 8 SINGLE OUR ET CIA. EX. OCCU . OUTLET OR FDRURES � @ 150 SAL ." Ex. Occup. ountrs RES,6.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) `( 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 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 forthwit comply -with ons. +of Date 1 Z o Signature of Applicant - ❑ Owner fiVontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. .. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee I $ Energy Inspection Fee $ occ I� a CONST. TYPE TOTAL FEE $ 1 HAZ. D �. IMP �„ FLAOD CDF PARCEL — PD — HD _ E ISSUE This permit is hereby issued under the Butte County `Code and/or indicated above for which fees have By "`� , PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date v , Date -si 9'S 50 *'Iro.DU Receipt No. � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING JDIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 541E I (Rev. 1'2/96) PPLICATIQN AND PERMIT C ASSESSOR ARO y6ER O I 4rw ZONING BUILDING PERMIT OWNER fD v. e rb T LEP? NE SO. FT. OCC. BUILDING VALUATION OWNERS nUSS 0 �./ CO RACTOR'S NAM , c ELEPHONE S" Dl� CO UNG ADDR) C 9 S Z 0Irt _60rf • CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $rj 1 O V ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 6 BUILDINt s O &, S 1 \ .�.3• C� cj 1� as Energy Plan Checking Fee $ $ q'1 S' 1 PERMIT FEE $ 160.00 LOT NO. SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: �lt C ��1r11L1�(�S' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W I@20.00 PERMIT FEE S A �i e Y1 V �O h� y c, �� ELECTRICAL PERMIT Filing Fee 20.00 Main Service .011 "OOV OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isfull Or a and effect. / License Class �- l� Lic. No. ru SZ 0 �D OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46. NEW CONST. DWELLING OCCUP. sSoCUO OR ADONS. ( 6 ACC. BUDS. 3.5¢FT, NEW HESID. MULTI-OUTLETITS @7.50 POWER APPARATU A SINGLE OUTLET CSI..) .00 EX. Occup. OUTLET OR FIXTURES BAL @ I. 0 Ex. Occup. oFlx�El A� D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 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 forth it, comp) • h s ov'sions. X _ Date I 2-' \J Signature of Applicant - ❑ Owner AlContractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ IZ c3 fauc�TYPET AL FEE $ Q(� , W HAZ. D. E IMP FLOOD .� COF PARCEL PD -- .- HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic d Bove for hicf� fees have been paid. ,p By / w X73 Date PERMIT EXPIRES ON Date Receipt No. 362 9550 r106,00 WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INSPECTOR GOLDENROD -APPLICANT r•. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District CA f (1in O (i I i i Pe-1-S�V l rck S� A.P. Number al (p -166 -(. ),T Jurisdiction: = City Property Owner Property LocationfAt Subdivision Building Department No. �r�County Lot No. ................................................................................................................. : Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection ................................................................................................................ �. Commercial/Industrial Department Representative Addition Irioor rians reviewea ov scnooi uistnct Sq. Footage (Including Exterior Roofed Areas) Date District Identification -No. USSSchool District certifies that (Applicant) /%/ 41lyl /-OMAl AA -1L 3 els (Street Address) / (Phone Number) MA� q, 5? 23 (City) (State) (Zip Code) has complied with the requirements of Resolution No. 854— �O? by payment of $ Jff 7 Cl • to 0 representing / IJ 0 square feet. JABi2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the Califomia Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 00/98)dmm N When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 COPY of Document Recorded 17 -Jul -2007 2007-0034190 Has not been compared with original BUTTE COUNTY RECORDER Space above for Recoraer•s use Owner Name: Zebulon Puterbaugh and Laura Puterbaugh Building Permit No: 07-0566 Second Floor Storage Room DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 12th day of April 2007, Zebulon Puterbaugh and Laura Puterbaugh, hereinafter referred to as owner(s), are the record owners of the following real property: 38 Vilas Rd., Cohasset, California, A.P.N. 056-160-051 , and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and 11. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 07-0566 was applied for on 03/22/07 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed. by Building Permit No. 07-0566 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application fy application for a different use has been approved; and IA_M i� i l in/n7 VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 07-0566 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 07-0566 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, .and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: The second floor Storage Room will not be used for living, cooking or sleeping Additionally, there shall be no heating or cooling of this area. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 07-0566 DATE: ��/'� , 200_ Owner Signature.�`�'®`` Print or Type Name of Above `--� Owner Signature:��' Print or Type Na of Abo cop]' NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA ) 1 SS. COUNTY OF BUTTE On before me, Public, personally appeared r61- Notary (or prov d to me on the basis of satisfacto nce) to be the person whose name($)is/aye subscribed to the within instrument and acknowledged to me that she/tKey executed the same in Ws/her/thd(ir authorized capacity(iOs"'), and that by hfs/her/their signature(4) on the instrument the person(s;, or the entity upon behalf of which the person(4 acted, executed the instrument. WITNESS my hand an official seal. W S' ature STATE OF CALIFORNIA ) SS., COUNTY OF BUTTE ) On before me GZ P bl' s nail a neared (Seal) Notary Uy p J" - (or proved to me on the basis of satisfactory evidence) to be the person(�al whose name is/aye subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/or/tl &r authorized capacity(io), and that by his/hdr/tl 4ir signature( on the instrument the personA, or the entity upon behalf of which the person�,a'f acted, executed the instrument. T SARA WHITE WITNESS my hand and official seal. 4S ature A LLl ,YA "r oWCOMM. COMM. #1746639 - �. (�NOTARY PUBLIC - CALIFORNIABUTTECOUNTY O EXPIRES MAY 22, 2011 (Seal) SARA WHITE () COMM. # 1746639 NOTARY PUBLIC -CALIFORNIA O BUTTE COUNTY COMM, EJ(PIRES MAY 22, 2011 (Seal) Notary Uy p J" - (or proved to me on the basis of satisfactory evidence) to be the person(�al whose name is/aye subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/or/tl &r authorized capacity(io), and that by his/hdr/tl 4ir signature( on the instrument the personA, or the entity upon behalf of which the person�,a'f acted, executed the instrument. T SARA WHITE WITNESS my hand and official seal. 4S ature A LLl ,YA "r oWCOMM. COMM. #1746639 - �. (�NOTARY PUBLIC - CALIFORNIABUTTECOUNTY O EXPIRES MAY 22, 2011 (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: 1 �� Scott Ruth , Manager Building Division STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) before me, "'� V �- °-� , Notary �GOTr c.c:n+e�s.=o a� On A -''2 i r_ ► 7, °2007 Public ersonally appeared ,p personally known to me o be the person(,$'] whose name(sl is /arm subscribed to the within instrument and acknowledged to me that he/sod/trey executed the same in his/bccr/"ir authorized capacity(io, and that by his/h,dr/tWr signature,(ig) on the instrument the person, or the entity upon behalf of which the person(pf acted, executed the instrument. KM MCM LM WITNESS my hand .and official seal. corn...n # 1567051 Notary Public • California Butte county I%Tr My Comm. Expires Apr 6, 200 ign ture (Seal) 4., dli/c RECORDING REQUESTED BY MID VALLEY TITLE AND ESCROW CO. AND WHEN RECORDED MAIL TO: Zebulo a Puterbaugh Lora Puterbaugh 38 Villas Road Chico, Ca. 95973 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AN 05 -Feb -2004 REC FEE 13.00 Cheryl Page 1 of s Above This Line for Recorder's Use Only A.P.N.: 062� ^ 160 -e96-1 Order No.: Escrow No.: 21834STB GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $ 0.00. ] computed on full value of property conveyed, or Changing the manner in vVich title is held. ] computed on full value less value of liens or encumbrances remaining at time of sale, g T 11911 X3 unincorporated area; j ] City of Chico , and - FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Zebulon Puterbaugh and Laura Puterbaugh, who acquired title as Laura Dilg hereby GRANT(S) to Zebulon Puterbaugh and Laura Puterbaugh, husband and wife as joint tenants /unincorporated area of the the following described property in the li�,f}i$YC jM, County of Butte State of California; Zebulon Puter ugh Laura Puterbaugh Document Date: January 27, 2004 STATE OF On )SS before ine, N�% / �U�Z /'//7 wl i20;, f v personally appeared 4-6tUf 61`f personally known to me (or proved to me on the basis of tisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instnrment and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m nd and official seal. Signature This area for official notarial seal. �... TAMt BARLOW D COMM. # 1289725 @s NOTARY PUBLIC -CALIFORNIA N COUNTY OF BUTTE W Comm. Expires Jan. 7, 2005 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below 3C Order No. BU -218345 TB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 2, 2002, IN BOOK 153 OF MAPS, AT PAGE(S) 93, 94 AND 95. APN 056-160-051-000 rFF=- Ag A "AZI I NII IN EVENLY DISTRIBUTE STRAW MULCH AT A RATE OF 4,000 LB/ACRE TO ROUGHENED EMBANKMENT5. ANCHOR STRAW BY "PUNCHING" OR TRACK ROLLING. HYDRO5EEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE STATE AND LOCAL SEED AND NOXIOUS WEED LAWS. AVOID USE OF HYDR05EEDING IN AREAS WHERE IT WOULD BE INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD HAVE TO BE REMOVED. HYDRO5EEDING CAN DE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OR FIBER, SEED, ETC. APPLICATION PRIOR TO STRAW MULCH. COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE 50IL. PRIOR TO APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. EACH SEED BAG SHALL BE DELIVERED TO THE 51TE SEALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINIATION, DEALER'S GUARANTEE, AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE AMOUNT OF PURE LIVE SEED (PLS) CONTAINED. ALL LEGUME SEED SHALL BE PELLET INOCULATED. INOCULANT SOURCES SHALL BE SPECIES SPECIFIC AND SHALL DE APPLIED AT A RATE OF 21_13 OF INOCULANT PER 100 LB SEED, COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA FOOD AND AGRICULTURAL CODE. FERTILIZER SHALL BE IIES STAW WATTLE1 �` AROUND DOWNSTREAM PERIMETER AS SHOWN. OAi c r ZEB PUTERBAIUGH 35 VILA5STOCKPILES COHA55ET, CDA 95973 W00D STAKE, 1" X 2" X 23 5tockpi1e5 Shall be managed a5 follow5. (530) 521-2640 Soil Stockpiles Rainy, 5ea5on: , `Covered, or protected with Soil Stabilization mea5ureS & STRAW WATTLE, SEDIMENT ROLL, perimeter Sediment barriers FIBER ROLL Non -rainy 5ea5on:ON CONROL PLANj 2",411 Covered 11 or protected with perimeter Sediment barriers 051 r 0 5TRAW WATTL z 1 MIN J I / , /< ' 14 / NTS DEPTH 1. Prior to in5talation, contour a concave Key Trench 2-4 inches deep 2206 (E) GRAVEL _ r— // _ _ along proposed route. `_PRWE-WAY 1 N�E�VALS \ NOT A SURVEY. 2. Place Roll into Ke Trench and Stake on (both Sides of Roll within 6 feet 2205 --ACTING A5 � � �.- � � •� CONTOURS ARE STRAW WATTLE DETAIL IN SLOPE AREA CONSTRUCTION of each end and then every 6 with 5tak�e5. I �` APPROXIMATE ENTRANCE y (NOT TO SCALE) 3. 5take5 are typically driven in on alternating 5ide5 of Roll. R0115 Shall be abutted Securely to another to provide a tight joint, not overlapping. CONITE DISPOSAL \ 2H 1V ��ADJACENT _ \ AREA 0/ TARP 220 PROPERTY LINE .ARE / ; J2 ' / PELLETED OR GRANULAR FORM. PO TE 2205 / / � � NEW CATCH 13A5IN WITH • / /22 AND E �-� // CUT STAW WATTLE ARQUID �. LCH FOLLOW UP APPLICATION SHALL BE MADE A5 NEEDED TO COVER WEAK BANK _ r STRAW UAPPLIED O SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. INTENDED ,--NEW 6" // ��EMBP,NK E�TS / 2202 i HDPE t2% �' r— AVOID OVER SPRAY ONTO ROAD, SIDEWALKS, DRAINAGE CHANNELS, __- / /�' ONLYTO / IN TRENCH i / EXISTING VEGETATION, ETC. 50 �/ / / SHOW NEW GRADIENT // GARAGEGRADIENT AU5MUS ENGINEERING fi CIVIL ENGINEIERING & DESIGN 3115 JOHNNY( LANE C ICO, CA 5973 F°A� : 530 521-2648 �g 0 e aau5mu5 giineering.00m FEss,/1) ql w �N m No. 65286 09-30-2007 sf CIV N qTF or C AoF NEW s STRAW E E / / / D & TIMBER H / / / 2" CLA II � � / / •ry P CEL 1 / � � / 4 / WATT/LE ®/ / AGS R ATE / �1,�`� 21.94 ACRES �' / / 4"-8" RIP RAY/ j � -B715E / `� 2200 / ENERGY 01,551PATOR 224 ,, �\\ (E) SHED rp/ i ELL I'll 1_11-11 N i 10 5ET ACK / 20 / 2230 — PROPOSED , / 30' � STRUCTURE- }1/8 ACRE 2H:1VRDF / 4 50'' ��'/ STOCKPILE / AREA (IF RE Q U I E8) \LIGHT BRUSH & (E) SEPT C & / \ / / � "� TIMBER L ACH (E) HOM --- / COH'AssiT i r . / REPALCEARET '/ / A TIED A N. 2210 - 0■051 / 100. WY --L �/ 6JtCTION =111111111 i S.ETBACK / PARCEL 2 DEN5,E- 6RU5H / / /AREA / ,/ /& TIMBER / / , / � 2® ACRES / 0 - FEMA PANEL 00 / —'' �S 06007CO225C AREAS 22 S�3 / / DETERMINED TO BE / /� / OUTSIDE OF THE / / / CREEK CENTERLINE 500 -YEAR FL00.D� / / /� �2 (MINOR (TRIBUTARY :/ TO TIFF MAPLE ,� � / / / / BRA CH OF KEEFER'` PARCEL 3 Ago/ /� / 5)/OUG H 43.68 ACRES J / 2150 200' LEAF-HFIELD fes% LJ.,,A= 21?0\ / FREEr�SETBACK 100' r / NEW GARAGE ry 2150 100' �/ / �. / zz ,� ,�p�� 11 SCALE 1 100 NOT A SURVEY. CONTOURS WERE GENERATED U51NG GOOGLE EARTH / WA , lt�Fl SHED MAP NEW 6" n PERMANENT EROSION CONTROL MEASURES STAW WATTLE AROUND DOWNSTREAM PERIMETER AS SHOWN.. TEMPORARY EROSION CONTROL MEASURES OWNER INFORMATION EVENLY DISTRIBUTE STRAW MULCH AT A RATE OF 4,000 LB/ACRE TO RING ROUGHENED EMBANKMENTS. ANCHOR STRAW DY "PUNCHING" OR TRACK ZED PUTERDAIUGH ROLLING. STOCKPILES 55 VILA5 ROAD a X71 COHA55ETT, CA 95973 HYDROSEEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED (530) 521-2648 ctvtL ErvG5IGN NG & ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE STATE AND WOOD STAKE, 1" X 2" X 23" Stockpiles shall be managed a5 follows: 3115 JOHNNY LANE LOCAL SEED AND NOXIOUS WEED LAWS. Soil 5tockpile5 c tco,)A 95973 Rainy' 5ea5on: y�A H: 53a) 521-2648 Covered, or protected with Soil Stabilization mea5ure5 & Jd oau�mugenimeer5ing2Com AVOID USE OF HYDR05EEDING IN AREAS WHERE IT WOULD 13E STRAW WATTLE, SEDIMENT ROLL, perimeter Sediment barriers INCOMPATIBLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD HAVE FIDER ROLL Non -rainy 5ea5on: o ESS70N TO DE REMOVED. J211,411 Covered or protected with perimeter Sediment barriersEROSEON �° y c� L PLAN HYDR05EEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR INA _ w �G m MIXTURE OR FIDER, SEED, ETC. APPLICATION PRIOR TO STRAW MULCH. ti ' ~ W No. 65286 COMPENSATE FOR ALL 5EED5 NOT HAVING DIRECT CONTACT WITH THE �' p 09-30-2:007 SOIL. _ — I / STRAW WATTLE -z sl,9T CIV lti- 12" MIN I / 1�T F OF CAS �F� PRIOR t0 APPLICATION, ROUGHEN THE AREA TO BE SEEDED WITH THE DEPTH 1, Prior to in5talation, contour a concave Key Trench 2N4 inches deep 2206 (E) GRAVEL I — "� _ �'� / /� / /.�� ,/ - \ NTS FURROWS TRENDING ALONG THE CONTOURS. .� i � 5 \ along proposed route. _ D,RWE-WAY i i NOT A SURVEY. --ACTING A5 � i � �E�VALS � � � CONTOURS ARE EACH SEED BAG SHALL DE DELIVERED TO THE SITE SEALED AND STRAW WATTLE DETAIL IN SLOPE AREA 2. Place Roll into Key Trench and Stake on (both 5ide5 of Roll within 6 feet 2205 ,� CONSTRUCTION ' i �'� �' � \ i' APPROXIMATE CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINIATION, of each end and then every 6" with 5takte5. ENTRANCE ' l DEALER'5 GUARANTEE, AND DATES OF TEST. THE CONTAINER SHALL (NOT TO SCALE) 5. 5take5 are typically driven in on alternating 51de5 of Roll. Ro115 Shall be BE LADELED TO CLEARLY REFLECT THE AMOUNT OF PURE LIVE SEED abutted 5ecurel to another to provide a tight joint, not overlapping. ') (PLS) CONTAINED, ALL LEGUME SEED SHALL DE PELLET INOCULATED. y P g Pp g� / /� CONC ,CTE DISPOSAL e ' •r INOCULANT SOURCES SHALL DE SPECIES SPECIFIC AND SHALL BE 220 �fREA 0/ TARP _ \ 2H:1V r` •� ADJ CENt APPLIED AT A RATE OF 21-13 OF INOCULANT PER 100 LB SEED. CONTOURS '" PRO ERTY LINE COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENTS OF ARE THE CALIFORNIA FOOD AND AGRICULTURAL CODE. FERTILIZER SHALL BE / �� PELLETED OR GRANULAR FORM. / APPROXIMATE NEW CATCH DABIN WITH • / 22 0 22 3 / // �Ej CUT STAW WATTLE AR(1U`N6 FOLLOW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK / �� AND E DANK / s STRAW MULCH SPOTS AND TO MAINTAIN ADEQUATE SOIL PROTECTION. / / 22 INTENDED / // / �. APPLIED TO —' ' 2202 / �, .'NEW 6 0 / /� MB_6,NK ENT5 AVOID OVER SPRAY ONTO ROAD, SIDEWALKS, DRAINAGE CHANNELS, / �/ / HDPE t2/o EXISTING VEGETATION, ETC. ONLY TO �' IN TRENCH e22�0 SIS® 1s%' / 22 NEW \ \ / / 22 GRADIENT // GARAGE NEW / e �� STRAW / DENSE DRU5H / / \ / / PARCEL I „ r / WATTLE 2 C LA�i,5 11 \ / / / 4' & TIMDEIZ �� / / AG �-REGATE 21.94 ACRES �' / / " / ,'2200 / ENERGY P S5IPATOR 224 / \\\ (E) SHED -� \ / / / (E) W'-'-'- tib' / N~ f / IN IN, s / SPE 2 01 2230 / / �PROPO ED ERSHED BTRUCTUREWATU. 30' // /ACRE 2H:1V�� / STOCKPILE 50 7'�,.1. r. / AREA (IF `. / REQ U I _ / �, t / � `-�"*'"' ,r�'- ,. ,x#s':, :': ., �..;.. ' ! _ # ,i'.' ."x" `f .), 'tom`=. i`t'": _ ,.re;_.x<" ,� n'' no -r•'. �' �z°n a <, ., s„ ra.i''- s -a' r•...;. ','M! F„„ , o 4 rr£ g «., I LIGHT 13RUBH (E) SEPT C & / „ .w , / TIMBER �,,- L ACH '4.< �:n• m . / r/ / / y�.'�=' \ / / ° '-.# ate`>�' , `~ ,+ "'� `„' # ,^'•?.,,4'' 4s<�tr. `'s a COH�'!SL' ,1 /^ V ` Ea 5*'e„ ki "1•`k f..k-.j '. t` ,< ,Fx F':'.& A f z a i h J Awl / REPALCEMENT �- ,�;�+�.f ,., '`!, Tr� ,[ ;. 7 wa r';- mss'' * `�: #r 'I • ARE A`IL �7DED / q f APT -qts �/” rj t�:af•dli '?lMl;r�,sM�ti f"ss > a$`.'# r „ r '' „• ':. J �,._.... � I>xf ;I�;•.:: I 10 WFkL /lop 210 \ O CTION 2 S 6�' 160 051 5E--tDACK a` ` -,'.<,men'.' DENSE- RUSH AREA - PARCEL 2 , / /// r' \ / \ 20 ACRES""417 „ ' /.k<.41" FEMA PANEL 22C) 00 \s6 / �6007CO225C AREAS / / / PROJECT SITE 60 DETERMINED TO BE / ,� �3�3cg8 / OUTSIDE OF THE / / / CREEK Cy-NTERLINE 500 -YEAR FL00 � 0 (MINOR TRIDUTARY 31 / TO TE MAPLE t / DRANdCH OF KEEFER PARCEL 3 2190 \ / / �� S�OUIGH 0 VC 7" Nl'r. K" Y M A P 43.68 ACRES // / rrr5 2100 �• / / / _ / NEW 6" r, y r x v 200' LEAf�HFIELD HDPE ' o ''�''' (E) HOME 2110 �' \ / / FREEr�ETDACK r . , // ./ .'z.,, .. .V. r. ,. ..,. . , it ....:. . r.... - . , . NEW a , 6 /y a , p / a _ .... _ a - , PRORCT SITE _. ,.. ,, s r': ,.. ,., .... ) r ., . .. ,.. .., .. .,,. 2.. .. ... .. «,,., .. a , ! k N, a: r ro z < / � N , u ,. 1 ,_: ...,; .. .: , _ � � , , .� � DRAM Big. EPA ', G:. .. -.. .. s , -Y' s.. a!, / a.__ a �� � >r „ . _ T M. NOTED _ _ �,, , . , � . SCALE. A 5 ALE 1 1 , _ SURVEY. .. CUIiAS ET CALIF 1r NO T A CONTOURS . . , DATE 7 � .. is 4, WERE GENERATED USING- ,, ... . , ., E EDA G QOG L EARTH NECKED BYs ,,. ad. it��v i HEET __.:,.1."._._..�`a.,__ _«a.,a; ,`."r_m ��,7.... y3__,...e�.��c�,..L�� .�,..�.:♦'araws_,<.ya V.v:w,a�l1:c-�-'-'.�'�,� G:k��24�4`Ir,�,.a,Td¢�Lka; ��y � _ _ OF 1 EVENLY DISTRIBUTE STRAW MULCH AT A RATE OF 4,000 LB/ACRE TO ROUGHENED EMBANKMENTS. ANCHOR STRAW DY "PUNCHING" OR TRACK ROLLING. HYDRO5EEDING MIXTURES SHALL CONFORM TO THE FEDERAL SEED ACT, THE FEDERAL NOXIOUS WEED ACT, AND APPLICABLE STATE AND LOCAL SEED AND NOXIOUS WEED LAWS. AVOID USE OF HYDR05EEDING IN AREAS WHERE IT WOULD BE INCOMPATIDLE WITH FUTURE EARTHWORK ACTIVITIES AND WOULD HAVE TO DE REMOVED. HYDRO5EEDING CAN BE APPLIED PRIOR TO STRAW MULCH OR IN A MIXTURE OR FIRER, SEED, ETC. APPLICATION PRIOR TO STRAW MULCH. COMPENSATE FOR ALL SEEDS NOT HAVING DIRECT CONTACT WITH THE SOIL. PRIOR TO APPLICATION, ROUGHEN THE AREA TO DE SEEDED WITH THE FURROWS TRENDING ALONG THE CONTOURS. EACH SEEP BAG SHALL BE DELIVERED TO THE 5ITE 5EALED AND CLEARLY MARKED AS TO SPECIES, PURITY, PERCENT GERMINIATION, DEALER'S GUARANTEE, AND DATES OF TEST. THE CONTAINER SHALL BE LABELED TO CLEARLY REFLECT THE AMOUNT OF PURE LIVE SEEP (PL5) CONTAINED. ALL LEGUME SEEP SHALL BE PELLET INOCULATED. INOCULANT 5OURCE5 SHALL BE SPECIES SPECIFIC AND SHALL DE APPLIED AT A RATE OF 21_13 OF INOCULANT PER 100 LB SEED. COMMERCIAL FERTILIZER SHALL CONFORM TO THE REQUIREMENT5 OF THE CALIFORNIA FOOD AND AGRICULTURAL CODE. FERTILIZER SHALL BE TEMPORARY EROSION CONTROL MEASURES 5TAW WATTLE AROUND DOWN5TREAM PERIMETER A5 SHOWN. STOCKPILES WOOD STAKE, 1" X 2" X 23" 5tockpile5 Shall be managed a5 follow5: 5oill Stockpiles Rainy 5ea5on: Covered, or protected with Soil Stabilization mea5ure5 & —STRAW WATTLE, SEDIMENT ROLL, (perimeter Sediment barriers FIBER ROLL Non. -rainy 5ea5on: 12"N4" Covered or protected with perimeter Sediment barriers 12" MIN DEPTH STRAW WATTLE DETAIL IN SLOPE AREA (NOT TO SCALE) 1, Prior to in5talation, contour a concave K,ey Trench 2-4 inches deep along proposed route. 2. Place Roll into Key Trench and Stake on both 5ide5 of Roll within 6 feet of each end and then every 6" with 5talke5. 3. 5take5 are typically driven in on alternating 51de5 of Roll. Ro115 Shall be abutted Securely to another to provide a tight point, not overlapping. PELLETED OR GRANULAR FORM. / FOLLOW UP APPLICATION SHALL BE MADE AS NEEDED TO COVER WEAK 5POT5 AND TO MAINTAIN ADEQUATE 50IL PROTECTION. AVOID OVER SPRAY ONTO ROAD, SIDEWALK5, DRAINAGE CHANNELS, 0—/",-- EXISTING VEGETATION, ETC. 6 / DEN5E BRU5H & TIMBER ® / , 2" CLA5'5 II AGPR€GATE —� -B�CSE / �L 224 / �* �� (E) 5 H E D 6, j�G / SET ._._—�--`'-� -ACK 20' / ! 2230 5TRUCT RE/ -�• 301 -' ---�" / / t1/8 ACRE - 2H:1V (00 50, �.-- / / STOCKPILE AREA (IF REQ U I ER-) / 0--_�____ LIGHT BRUSH & (E) SEPT C & / (E) HO TIMDER i L ACH / i t,2 m ,-- -- - - - ' 'T / �a / / REPALCEMENT i' CO��' 1 �,',� ED / Cb 2210 56=160-051 100 WA`s APr-1 ARE �/ bjtCTION / � � / 5.E -TRACK / 'p / PARCEL 2 ,�- DENSE- BKU5H / ` /AREA / ,--��/ /& TIMBER ` 20ACREA FEMA PANEL j 00 �s �6007CO225C AREAS 22 Ss, / DETERMINED TO DE OUTSIDE OF THE / CREEK C�NrERLINE 500 -YEAR FL00v / / // _ (MINOR ,fRIDUTARY 31 TO TffE MAPLE D �- ''✓ / / / BRANCH OF KEEFER PARCEL 3/ / /� / 5/01UGH N 0 43.68 ACRES 2190 2150 III1AAc 200' LEAfHFIELD ,- 217 (d /�/ FREEr�ETBACK (, �j 001 / NEW GARAGE 2150 100' \A/ z SCALE 111 - 100 WOT A SURVEY. CONTOURS GENERATED USING G'�OOGLEEARTH ZED PUTERD HUGH 38 VILA5 ROAD COHA55ETT, CA 95973 (530) 521-2648 2206 (E) GRAVEL _ I - J i / < DRIV EWAY_ i 2205 _ !ACTING AS CONSTRUCTION ENTRANCE CONCRETE PISP05AL A-REA 0/ TARP 2235 / NEW CATCH BA5IN WITH z CUT 5TAW WATTLE AROUND / DANK 2202 -NEW 6" HDPE t2% IN TRENCH 'f / NEW — ---�, % GARAGE 41 2200 / C STRAW WATTL NOT A SURVEY. CONTOURS ARE APPROXIMATE 2H:1V r� , ADJACENT ti PRD ERTY LINE STRAW MULCH APPLIED TO EM13ANK14ENT5 i �` NEW / / STRAW, / WATT/LAE 411-8" RIP RAS'/ /! ENERGY P1,95IPATOR WA" 11ERSHED MAP NEW 6" o AU5MU5 ENGINEERING CIVIL ENGINEERING & PE5IGN 343 .COM aQ�OFES � G m to m No. 65286 * 09-30-2007 C I V' I\� qTF 4F C; Al \F DRAWN BY: EDA SCALE: AS NOTED DATES 07-10-87 CHECKED BY: EDA I' HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 SUBMITTAL. Page l CONTRACTOR: WILLIAM F. SQUYR&S, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: 'PO BOX 3176, CHICO, CA 95927-3176 Dater 12-15-2002 File: PUTER-1 JOB : PUTERBAUGH RESIDENCE,_ 1 HEAD FLOWING STATIC 50,0 Psi RESIDUAL 30.0 Psi FLOW 30 GPM SPRINKLER MANUF RELIABLE MODEL -Fl/RES/CC MIN SPR FLOW 15.0 GPM MIN SPR PRES : 14.8 Psi NODE ELEVATION K PRESSURE DISCHARGE NO, FEET FACTOR Psi GPm ------------------- 1 11.0 3.90 15.6 15.4 2 11.0 17.5 3 11.0 19.1 4 11.0 20.8 5 2.0 SOURCE 25.5 SPRINKLERS FLOWING 1 OK ION CpN AREA PER SPRINKLER 256 Sq.Ft. Q TOTAL DESIGN AREA 256 Sq.Ft. Q r �w W.F. YRES a REQUIRED DENSITY .06 Gpm/ Sq . Ft u`_ R Pt COMPUTED DENSITY .06 Gpm/Sq. Ft . - re vyN C-16 TOTAL SPRINKLER FLOW 15.4 GPM t1� 'T'OTAL DOMESTIC FLOW 0.0 GPM q� TOTAL TAL WATER REQUIRED 15.4 GPM C%F C� TOTAL SPRINKLER PRESS 25.5 Psi WATER METER LOSS 0,0 Psi @ SOURCE --- VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright (19 91) SUPPLY PRESS AVAILABLE 44.2 Psi by DEMAND PRESS REQUIRED 25.5 Psi Hydronics Engineering PRESSURE CUSHION 18.7 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.0 FIS m (00.1 �-�05(0 .. i HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYR&S, JR. ['IRI -i, PRO'.I.'L�C`I'ION ( 530) 345-1 01 2 ADDRESS: PO BOX 3176, CHICO, CA9592.7-3176 Date: 12-15-2002 File: PUTER-1 JOB :'PUTERBAUGH RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi./Ft) ' -----------------=---- 1 ------------------------------------------------------ q= 15.4 K= 3.90 L= 8.0 Pt 15.6 Pt 15.6 1 -Q= 15,4 F=LR' F= $,0 C= 150 Pe 0,0 Pv -0.4 Vel 8.0 D= 0.884 TL= 16.0 0.1217 Pf 1.9 Pn 15.1 2 Pt 17.5 ----------------------------=----------=--------------------------------- 2 q= 0.0 K= 0.00 L= 18.5 Pt 17.5 Pt 17.5 2 Q= 15.4 F=R2LB F= 20,QG, C= 150 Pe 0,9 Pv -0,2 Vel- 5.1 D= 1.109 TL= '38.5 0.0403 Pf 1.6 Pn 17.3 3 Pt 19.1 ------------------------------------------------------------------------ 3 q= 0.0 K= 0.00 L=' 21.0 Pt 19.1 Pt 19.1 3 Q= 15,4 F=7R2L F= 21.0 C= 150 Pe 0,0 Pv -0,2 Vel= 5.1 D= 1.109 TL= 42.0 0.0403 Pf_ 1.7 Pn 18.9 4 Pt 20.8 -------4---------q_--------_----- 0.0 K= 0.00 L= - 9.0 Pt 20.8 Pt 20.8 4 Q= 15,4 F=4RS F=_ 11,0 C= 159 Pe 3.9 Pv -0.2 Vel= 5.1 D� 1.109 TL= 20.0 0.0403 Pf 0.8 Pn 20.6 5 Pt 25.5 ------------------- Meter - = 0.0 Valve - 0.0 ----- -------'=--------------------------------------------------------=--- 5 Q= 15.4 «< SOURCE >>> Pt 25.5 ------------ w E=>45-Elb L=>90-E1b B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly I i I 1 'r i I HYDRONICS: RESIDENTIAL FIRE f SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRB,S, JR. FIR.f; PRO.L'It.C'.L'..fON (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Dater 12-15-2002 File: PUTER-2 JOB : PUTERBAUGH RESIDENCE, 2 HEADS FLOWING STATIC 50.9 Psi RESIDUAL 30.0 Psi FLOW 30 Gpm SPRINKLER MANUF : RELIABLE MODEL :,Fl/RES ;CC MIN SPR FLOW : 12.0 Gpm MIN SPR PRES : 9.5 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO, FEET '------------------------------------------------------------------------------ FACTOR Psi -pm 1 11.0 3.90 9.6 12.1 2 11.0 -3.90 -'10.8 12.8 3 11.0 14.7 4 11.0 18.8 5 2.0 SOURCE 24.7 SPRINKLERS FLOWING 2 ' AREA PER SPRINKLER 256 1 Sq.Ft.' TOTAL DESIGN AREA : 512 Sq.Ft. REQUIRED DENSITY .05 i Gpm/Sq.Ft. j COMPUTED DENSITY .05'Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 24.9 Gpm ' TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 24.9 Gpm TOTAL SPRINKLER PRESS 24.7 Psi WATER METER LOSS 0,0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 35.8 Psi by DEMAND PRESS REQUIRED 24.7 Psi Hydronies Engineering PRESSURE CUSHION 11.1 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.3 FI -S i _1-. -- HYDRONICS: RESIDENTIAL FIRE SPRINKLER -- - ---- HYDRAULICS 2.1 - SUBMITTAL. Page 2- I CONTRACTOR: WILLIAM F. SQUYRL'S, JR. L'Ii2L; PIZOI'EC'I'ION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176, Date: `12-15-2002 File: PUTER-2 JOB : PUTERBAUGH RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi- siEND END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q=, 12.1 K= 3.90 L= 8.0 Pt 9.6 Pt 9.6 1 Q= 12.1 F=LR F= 8,0 C=,150 Pe 0.0 Pv -0,3 Vel_ 6.3 D= 0.884 TL= 16.0 0.0777 Pf 1.2 Pn 9.3 2 Pt 10.8 -------------------------------------------------------------------------- 2 q=- 12.8 K= 3.90 L= 18.5 Pt 10.8 Pt 10.8 2 Q= 24,9 F=R2LB F= 29,0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.3 D= 1.109 TLS 38.5 0.0983 Pf 3.8 Pn 10.4 3 Pt 14.7 3 q= 0.0 K= 0.00 L=, 21.0 Pt 14.7 Pt' 14.7 3 Q= 24,9 F=7R2L F= 21,0 C= 150 Pe 0,0 Pv -0,5 Velm 8.3 D® 1.109 TL- 42.0 0.0983 Pf 4.1 Pn 14.2 4 Pt 18.8 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 9.0 Pt 18.8 Pt 18.8 4 Q= 24,9 F=4R8 F= 11,0 C= 150 Pe 3,9 Pv -0:5 Vel= 8.3 D= 1.109 TLS 20.0 0.0983 Pf 2.0 Pn 18.3 5 Pt 24.7 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 5 ------------------------------------------------------------------------- Q= 24.9 <<< SOURCE >>> Pt 24.7 E=>45-Elb-L=>90-Elb - - -- --- B=>TeeBch R=>TeeRun -- --- - - - -- ---- -- C=>CouP1g S=>SwgChk G=>GatVly I I -- -- - -- - T -- ___ I Read Carefully! Installation Instructions = General 1. Use the Model CCP Cup and ppush on Cover Plate Assem blv on> with Model F1FR F1 -H QHEC or 155°F F1%RCS 18 Pendent Sprinkler. Figure 2 is typical. 2. Do not use an other cover plate assembly with Model F1 FR F1FR Q EC or F1/RES 18 Sprinkler. 3. Use only the 135°F temperature rated model CCP cover rlate assembly with the Model F1/RES 18 Pendent sprin ler. Refer to Bulletin 141 and this caution sheet for techni- Installation Data cal information. 4. Use the appropriate temperature rated Model CCP cover late assembly with either the Model F1 FR or F1 FR QREC Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL I pendent sprinkler in accordance with Bulletin 143 or 151 listed residential sprinkler intended to be installed in the wet pipe systems of one and two family dwellings and mobile and Caution Sheet CA -70. Installs after ceiling is in lace: P sprinkler homes, in residential occupancies up to four stories in height or in the NFPA 13D, 13 or -13. sprinklers 5. p g residential portions of any occupancy per 6. Never apply paint and/or other coating to sprinkler or con The Deflector of the Model F1/RFS 18 is marked "Pend.", "Res. cealed sprinkler cover plate. have f _ - _ FR rRascor135rF prinklers _ _ Single Sprinkler_ _Two Or More Sprinklers-- 7. Do not install concealedsprinklersin ceilings which marked sco/'1 and "K" positive pressure in the space above, and do not cover the 15F1'as9embl s labeled (57°C) The Push on cover plate y Flow Pressure Flow Ea. Pressure Ea. cup vent holes. An open plenum space must be above the Model CCP cover plate - - - -for use with Reliable Model F1/RES 18 sprinkler Cu p p 3.9 K orifice,155"F sprinkler only'. 8. Use a Model RC1 Wrench, (Fig. 1) to install sprinklers. Face Installation of sprinkler fittingto ceiling dimension is shown on Fig. or Fig.4. Ceiling hole diameter is 2''r, g A l a Teflon" based thread sealant to the sprinkler threads only. pt y The Model RC1 Wrench is then used to engage the sprirJJ<ler 12 x 12 g. Final adjustment of each cover can be made by hand turn wrenching surfaces to install the sprinkler in the fitting. A 2'83 di- 8.0 ing the cover plate in the clockwise direction until it is tight ameter hole cut into the ceiling allows the sprinkler to be properly against the ceiling. covered by the push on cover plate. Push the cover plate assem- into Final adjustment, if required, is made by 10. Never install the Model F1/RES CCP Concealed Residen- tial S rinkler in areas where ceiling temperatures exceed bly by hand the cup. turning the cover plate clockwise until the cover plate flange is in The Model F1/RES 18 Sprinkler is 100 °p contact with the ceilingsurface. qnly installed with -1 3� F rated Model CCP Concealed Cover 9.5 When residential sprinklers are installed in plastic piping 11. P systems containing glycerine, special care is required to s- Plate �ssernblies. Plate Use to avoid damaging the sprinklers before, during and after F1/RES/CCP achieve a proper thread seal. Contact the fitting manufac- turer for recommended sealant and installation procedure. care installation. Replace all sprinklers which have any sign of damage. 16x16 8 15 The temperature rating of residential sprinklers is stamped on the "K" I 95 Concealed deflector. The sprinkler orifice size is determined by the Factor 18 x 18 )` which is marked on the sprinkler. Installation Wrench 11.1 Reliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem - Model RC1 Sprinkler Wrench 10 ! 21.3 14 peralures arc in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. Fig. 1 ")DuPont Registered Trademark. Technical - ---: Data----- Thread Size Maximum Pressure_ Temperature Rating Sprinkler Cover Maximum Ceiling Temp. 1/2 175 155°F=--_ 135°F { psig _100"F Installation Data NFPA 13,13D and 13R Nominal Maximum _ Minimum Required Sprinkler Discharge Orifice Oritice Sprinkler Distance prinklers _ _ Single Sprinkler_ _Two Or More Sprinklers-- Size "K" Spacing To Wall Flow Pressure Flow Ea. Pressure Ea. Model (In.) Factor (Ft.) (Ft.) _ (gpm) -- (psi) — (gpm) (psi) 12 x 12 6 11 8.0 10.5 7.2 14x14 7 12 9.5 10.5 7.2 F1/RES/CCP a 3.9 16x16 8 15 14.8 12 95 Concealed 18 x 18 9 16 16.8 13 11.1 20x20 10 18 21.3 14 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60B i :a Surfaces must be Basic �"�ndples o These <�Ire�rs must he sciftenied and assembled .while they are wet and Cementing penetrated , soft Solvent The solvent cen-lenCed connection in thcPrnoplastic pipe and fittings is tl"tc last: vital link in -.i plastic pipe installation.. It caVI mceiill tile Success Or failure of „ the systc.ni as whole /\e Corelirlgly, it lecl ire s Che I sande profession II carr_ ruin allc_ntiol I LI Mi. ate cllvcrl to Other coi npollerits of the System.� If the CciItr nt coatings or the Pill(! i Wrel I uting I.hr CJNI' S I IT I I tr tf i filings u'e.wet and fluid WI left I cen,crttir,q process, penetration and ts, c.,tlC,ty lakes place, they will tel I here are nearly solei nt c.emclllirxJ Ic c_hruc ues published CoVC.I InCI step by step proc.Edl.ItCs Or 1 just centcnit (ICal lrC IdrONf STf P'), ether and ber_orrlc one I I: surf f. r/atd!c it the dement Is wet the How to make solvent c( rllC t ILcd jots Its. I OWCVer, I ,yr r Atsc, I rnnlrninfg pn:,r_cdures c:'trefully; -Heath them will stili be we (eel that If the basic )i InCll.)IeS II"1VOIVC d are I'efel' k! fr,Slrllldtiprl irtstrurtu)nsi, Por sort, ,Incl (hese softened suiface.s in explained, krlOwil Ir1Cl 1111(jcrstood, ;`a better certainsizes, I!l)(let CelUnn til( lielhl l)al tofthe jointwill tend conditions, if Ill, he cic_si1"M)le lei to frf;c lugelller. underStandirlg wottld l)c c:iranled, as to wh It use the IWO S -11--P plocess which teel-lniciucs are I:0 st iii l:!�KOClJlar utilizes a ptinfer to (,l,suic adecluate applications, telnperct[IIIC condillOnC,rand Vdrlallpfl5 softening. Poi example, where working in colci weather with large Surfaces In size and fits of pipe. rind fittings. diameter pipe, more time and Be aware at all tlllaca Of gOOd safety pI"act'Ices. ad(IiLlort tl aipplicalions rl)ay be Uor Icrl Srnfatles Solvent cements for pipe and fittings are Parimlable, rcgClfred. �,� ' so there should be n() srnoking nor other sources Cetlrtent CoatitlQS of I of heat or flaille in woli<iilc_I or storage areas. Be sufficient thiclfr'less 'I sure to work Only in awell ventilated space and " r avoid unnecessary skin contact with all solvents.a4•,r.,ae�, , More detailed safety information is available !robe fh.fsecl SnIhCrS , Harvel or IPS (Weld -011)) Corporation. As tate solvent,dlssipakes, the Cerllent layer agd,the softened surfaces will IN with a T,� �� sus e ltiym�Ilce g11; sc`,.fa More than suffiuenl cement to fill corres )onding`Inerease In joint the laps( pal C or the Jolra rl1USt he r Joints U-16 follow ng S�'IOUId ', If!I,fled Hcsides filling the, gap, strength„A•OogdJolntwill take the -uledl r(e, cement layrts will brfrne the, olnk�}g pressure long lire u`iQd work! �' C�dRC"4�9a)/ UildE'�"3it0OC�., f is fully dry Indtnlli lter,c ir.,lc. the surfetcrs and .also ��1�• a°main Wel I.ultll theJolnl Is strrruJtla is obtalned:'In the tlyht assentbicd. Provr_ this yourself: (Iusedl Pert of: theJolnt, strength '7 he joining'sul f�ices muSl'`be SO(tG'neCl will eir)velo more quickly Chart in <'I AItPIy c>n the top st-Irface of a plrcr, p i'lcll 1CI nlade'SCft11(IUI(a�; i �. thr. looser (bonfled):part of the Q pipe two separate layers of oirlt. lnforrriat,foiijabout the Z SufflCl,ent cement I-nbSt be applied to flee ccrnent„ first flow on a I'teav�!,layer develo anent of bond strength of of cernr..nt, then alongside i[ a thin' I elle a between Pipe: and fitting brushrd out Dryer. 'rest the layers solvent reaerated joints Is available. 9..p F�sselmbl Of I e E: flktingS must be ' every 15 seconds or so by a'gentle i. y,f . r p � + f, l', lap with your finger. You wlNnbte • Made wl']lle.the surfaces, ale Still v�/el„ f 1'- that the thin layer becornes, Vicky !. and !lura. , ! i'; �41i)' +f�, and then dries quickly (prob7plY ,` ).; rt �, within 1 5 seconds) The heavy ager, '.JOIt1f strength ClLi'Abps as the CemenC?' ' will Icnlain wet much IongerjNow f dries.'In.Che tight part of Che - 1ntIthe check for penetration a few ,rnnutes 1 after applying (hese layers."Scrape Slif(aCCS Will t"end iO.fUSe together In . ; llteni with a knife. �I1te tiin layer; ;. the loose part tyle cement will bond to win have acflieved little or no cz T both surfaces.lienetration, the II(,avy one, much J�%Lf' Q� UAI,I [��t l✓L12C' I more penr.tration. I j VSR-SF POTTER VANE TYPE WATERFL4W FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416)441-1833 UL & ULC LISTED Service Pressure: Up to 250 PSI it�y R s Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS ' Enclosure: Cast Aluminum, rod enarnal finish. „ { Cover. held In place with tamper resistant screws. Contact Ratings: Two 10 Amp. Oa 125/2of D(Form50 V. AC C) 2 Amp. @ 0-30V. DC y Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes - 1 ", 1 /1", & Note: 8 paddles areturnlshed whh each unit, one for each pipe size of threaded or sweat TEE, one for " psi►, CPVC, and one for polybutylene. Envlronrnental Limitations: 40' F/120° F 4.5° C/49" C fi„y Caution: This device Is not Intended for applications In explosive environments. Service Use: NFPA 13 Automatic Sprinkler NFPA-13D One or Two Family Dwelling �3V , Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA 71 Local NFPA-72A Auxiliary NFPA-72B NFPA-720 Remote Station NFPA-72D STK. NO. 1113000 Proprietary U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 optional: Cover Tamper Switch , order Silk. No. 0090018 OTHER PATENTS PENDING. Kit for Outdoor Use: Order Slk. No. 1940036 The Model VSR-SF is a vane type waterflow switch for use Screw the device into the "TEE” filling as shown in Fick. 2. on wet sprinkler systems that use 1 ", 1 114", or 1 1/2" pipe Care must be taken to properly orient the device for the size. The unit may also be used as "a sectional waterflow direction of waterflow. detector on large systems. The unit contains two single pole double throw snap action the vane must not rub the inside of the "TEE" or bind in any switches and an adjustable pneumatic retard. The way. The stem should move freely when operated by hand. switches are actuated when a flow of 10 gallons per minute The device can also be used in copper or plastic pipe or more occurs downstrearn of the device. The flow condi- installations with the proper adapters so that the specified tion must exist for a period of time necessary to overcome "TEE" titling may be installed on the pipe run. the selected retard period. a TESTING: Check the operation of the unit by opening the INSTALLATION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should "Inspection Test valve" al the end of the sprinkler line or the be installed on the top side of the pipe where they will be ac- drain and lest connection, if an Inspectors Test Valve is not cessible. The units should not be Installed within 6" of a provided. valve, drain or fitting which changes the direction of the waterflow. Theunithas al"NPT bushing forthreadinginto If there are no provisions for testing the operation of the flow detection device on the system, application of the a non corrosive "TEE". See figure 2 for proper "TEE" size, VSR-SF is not recommended or advisable type and installation. CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle muq be used. The screw that holds the paddle must be securely tightened. REV D BULLETIN 002 PAGE 1 OF 2 PRINTED IN USA SIZECURRENT INCHES VOLTAGE MODEL NO. STOCK NO. (MAX.) TYPICAL dB AT 1 (3m)) (22)) MINIMUM dB AT 10 FT. (3m) (1) 6 (150) 12VDC PBD126 1706012 .12A 85 76 8 (200) 12VDC PBD128 1708012 .12A 90 76 10 (250) 12VDC PBD1210 1710012 .12A 92 76 6 (1507 24VDC PBD246 1706024 .06A 87 76 8 (200) 24VDC P1313246 1708024 .06A 91 79 10 (250) 24VDC PBD2410 1710024 .06A 94 79 6 (150) 24VAC PBA246 1806024 .17A 91.. 76 8 (200) 24VAC PBA248 1808024 .17A 94 76 10 (250) 24VAC PBA2410 1810024 .17A 94 76 6 (150) 120VAC PBA1206 1806120 .05A 92 82 8 (200) 120VAC PBA1208 1808120 .05A. 99 82 10 (250) 120VAC PBA12010 1810120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range Is -300 to 150OF (34 to 66'C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com ow PRINTED IN USA MKT. #8850001 - REV P PAGE 1 OF 2 MFG. #5400776 - 3/99 palLb INCORPORATED 36 CORONA. CA • (909) 737.5599 . FIG. 23 FIG. 24 HANGER FOR C.P. V.C. PLASTIC PIPE HANGER FOR C. P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT p� 't�3',�.'" A I i 1 J a C — IA [4—A .� Size Range - 3/4" thru 2" C.P.V.C. pipe. protects the C.P.V.C. pipe from any rough surface. Material- Carbon Steel with galvanized finish G-90 govt, spec. The Fig. 23 design incorporates snap retainers allowing easier Function - The Fig. 23 and Fig. 24 are intended to perforin as a and faster installation. hanger/restrainer to support only C.P.V.C. piping used in The Fig. 23 and Fig. 24 are easily attached to the building struc- automatic fire sprinkler systems, ture using the two hex head self threading screws furnished with the product. It is recommended that rechargeable electric Fig. 23 and Fig. 24 can be installed on the top or on the bottom drills fitted with a hex socket attachment be used as installation of a beam. The Fig. 23 can also be installed on the side of a tools. No impact tools (such as a hammer) or impact fasteners beam. (such as drive screws or nails) are allowed. Damage has been . The Fig. 23 and Fig. 24 can also function as a restrainerto prevent known to result from installations using impact type tools. No the upward movemleInt of the sprinkler head during activation. pre drilling of a pilot hole in wood is required. Approvals - Unde>writers' Laboratories listed to support fire Order By - Figure number and C. P.V.C. pipe size. sprinkler piping. Meets and exceeds the requirements of Patents Pending N.F.P.A. 13, 13R, and 13D. *-Hardened hex head self threading screw is furnished with the Features - The Fig. 23 and Fig. 24 incorporate features which product and is the minimum fastener size acceptable. protect the pipe and ease installation. The flared edge design REVISED 3/94 ..W..� FF__ Ir — A B C MAX. HANGER FASTENER APPROX. C.P.V.C. PIPE SIZE FIG. 23 FIG. 24 FIG 23 FIG. 24 FIG. 23 FIG. 24 SPACING HEX I IEAD WEIGHT (FT.) SIZE PER 100 3/4 3-1/8 2-5 16 E (j �{t' .,(]� f��/G7,p"„ 1-9/16 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 1 1 4 dx�*3 '.wyk�/�./'tC�,"%12 4-2, 16 3 42 2-3/32 1 1/2 7 32`15 1-3/16 1 3/16 6-1/2 5/16 11 '.,V"' ; 2 4-7/8 3-11/16 2-7/16 1-27/32 16_1 3/16 _ 8 -- -- 5/16 -- 15 REVISED 3/94 ..W..� FF__ Ir -A r �*S m, i i GALVANIZED PRE sSUROE TANKS 75 PSI WORKING PRESSURE , PLUG - 1 -• I� ril''I� I 1 1.11'.1. G � I I 11 I tis .1 2I L_ .1, Il HIT I�, t,11� 1 0220VW Ca�Ef0�7SCaW i NOMI NAL tJl' L�LMI?N::;IpNS --- INc,lll::ii I c. N1OI)I:il. wh.IG'II'I FIG. n I1 C 17 rI'LV l i 1133 I(; 48 !i1 12 ZG 0 60 !l'LV 1 i nll I Z�I G0 Wli 1'l. 33 1 IOV I !irlll I ... I:�rlll 1'1.ovw l; Zrl;, `lI UVW :IU:111 1 10 c)6 711 3304.1 :1 l) l)6C7 �) � 7 31'')VW 1111)11 7 3(; 3 .. r 1 il'l. 12 IlY 3 <�� nIIoVSQW G Tull GIUICK, Galvanized I'anlcs 75psi Worlcin Pressure ------.-.---- Capacity Drawdowii/Gallons Dimension Model Gallons 20-40 , 30-50 Dia.x I Il. Wt, Lbs.. '72 ...._ X12_ Tall _.... X12 G. , 4.3 .16 x,18 42 Shoi l 42 G.5 4.3 20 x 32 74 £32 82 12.7 £3.4 2.0 x 60 114 120 Wast - .120 18.6 12..2. 24 x 60 161 220 West 220 34.1 22.4 30 x 78 303 3] 5 West 3.15 48.£3 32.1 36 x 80 416 n 4130 V, (W-� 4£30 74.4 49 42x£37 640 `P, J'Ctin�ho 525 £31.4 53.6 36 x 12_£3 665 900 Combo _ ._ . -. . 900 '139.5 91.8 hour horizontal 42 x 159 - 1040 - -- and vertical mounlirxl. Mole: `JJ_5 and 900 d:rllon Models Dave All otl els me vertical only. i I i i I I j : I 'RTELMYENATION&TRACNQPAPER NO. 1BBA-IOX2401175 1 I REV1810NE3 BY �r 1 - Qt, tiff'! LQ L"'�. AWN l CHECKED i DATE 7-%�- SCALE JOB NO. SHEET OF / SHEETS MAT H _ U 1% LUU/ COUNTYOFBUTM LAND D Ti 1- T