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HomeMy WebLinkAbout068-130-132K 6 068-130-132 PERMIT#95-3022 OTT, Gary & Janet 108 Palermo Dr., Oroville F Cont; Theveos Const. j J New Single Family B07-2009 068-130-132 MISCELLANEUL'S Privatc Garage/Shop DuACHED ( \RA(A.. (24' X 32') 108 PALERMO I )R O"rT GARY - !. ,NETT P r 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: 108 PALERMO DR Owner: Permit No: B07-2009 APN: 068-130-132 OTT GARY & JANETT P Issued Date: 10/22/2007 By KEJ Permit type: MISCELLANEOUS PO BOX 5036 Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 10/21/2008 Description: DETACHED GARAGE (241 X 321) (530) 589-0754 Occupancy: Zoning: AR -1 Contractor Applicant: Square Footage: DAN HILL CONSTRUCTION DAN HILL CONSTRUCTION Building Garage RemdUAddn 125 HART LANE 125 HART LANE 768 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530) 589-3316 (530) 589-3316 768 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,085.52 Fees Paid: $1,085.52 DBSMIP Residential $1.84 Balance Due: $0.00 Receipt No: B5056 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 DAN HILL CONSTRUCTION 771092 / B / 11/30/2007 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 (bommencing with Section 7080) of Di . ion 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 f and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/22/2007 the applicant to a civil penalty of not more than five hundred dollars [$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: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ Lection ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED 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. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: VRTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of Califorpia, and agree that if I should become subject to the workers' X 10/22/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisi ns. X 10/22/2007 I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building SignatU a Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or 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 that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. C t to enter the above entioned property for inspection purposes. I hereby certify that I am the pi e y own r a rized t act on the pr ope y owner's behalf. AM /L L 10/22/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for N of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) ❑ Owner Contractor OR. E]Agent for Owner DAgent 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 TIME OFAPPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name O i First Name � /� ? (�'J'` Mailing Address ro � a jZ� ® b • I" City �lW V �.L State -C— Zip Cl��j Phone 75 'O Fax — E-mail _ CONTRACTOI,,R, Name ILL (M 5 T Address S'-0 27 City ©� V (LLQ State - Zip G1rfj�7k Phone 53� _ SE- Fax sj-'� E-mail Lic. #, Oq z Class " h APPLICANT INFORMATION ARCHITECT/ENGINEER Name P_,/)b Ll9'UQIZ �dl'P(�S Address Phone g3 r y?Szy v Fax City 0POLIIL State (j - I Zip fo&o Phone Fax E-mail State License Number APPLICANT INFORMATION Name 'Da./v W(—(— � S7 Address l � A49, - ` A /' City �t t (�/ f' St�atteel/c , - Zip gsju� Phone g3 r y?Szy v Fax E-mail APPL CAt4T SIGNATURE X PERMIT NO. PROJECT LOCATION AP# (9 (,�, - - 3 0 -- )32 Property Address O y DK City 720thL&JE - WORKER'S COMPENSATION 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 DESCRIPTION OR SCOPE OF WORK: b � 1 a✓r.�. 2 Sq FT Living Garag Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office ly) Zoning Flood Zone SRA Yes No Occ. Type Const. T ID -7 0,�� BUTTE COUNTY PEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-2009 Job Address: 108 PALERMO DR Contractor: DAN HILL CONSTRUCTION 125 HART LANE OROVILLE, CA 95966 Printed: 09/24/2007 1:03 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 09/24/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 0100-450001-4617240-1010 $102.70 09/24/2007 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 09/24/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 09/24/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $1.84 Printed By: Kourtni Graham 1,085.52 $514.66 Balance Due: $570.86 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fee ay ch e u ' g the plan checking process. Signature: y Date: 09/24/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-2009 Location: 108 PALERMO DR Parcel Number: 068-130-132 Owner Name: OTT GARY & JANETT P Description: DETACHED GARAGE (24'X 32') Date: 09/24/2007 By: KCG Sub Type: Private Garage/Shop Phone: (530) 589-0754 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 09/24/2007 �, a Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire ore/Fireprevention/protplan/i)rotDIan html Rev'd 5/7/07 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds fro waw 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: B07-2009 Location: 108 PALERMO DR Parcel Number: 068-130-132 Owner Name: OTT GARY & JANETT P Description: DETACHED GARAGE (24'X 32') Date: 09/24/2007 By: KCG Sub Type: Private Garage/Shop Phone: (530) 589-0754 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. c Signed: L— J U Title: con+ -a'e 'or FILE Date: 09/24/2007 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (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://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-2009 Location: 108 PALERMO DR Parcel Number: 068-130-132 Owner Name: OTT GARY & JANETT P Description: DETACHED GARAGE (24'X 32') Date: 09/24/2007 Phone: (530) 589-0754 Signature of Property-6wner: Date: 09/24/2007 Co a %►�`GT-r�r FILE -RESIDENTIAL S 068-130-132 PERMIT#95-3022 OTT, Gary & Janet 108 Palermo Dr., Oroville Cont; Theveos Const. New Single Family ��7 OFFICE COPY x; I Address GAS L r By _Date// Mete C Metes 6< f�s4-Cs OFFICE COPY Address I _ h ELECTRIC Meter By Date JOB FINALED (Date) — Signature ' •• - .- is V=OK O = Not OK -=;IdotReadable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /"L'ft. / /Nat. or/ PL"ft./ /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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rf rs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ` 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK / = Not Applicable Not Ready RESIDENTIAL, (Single ' = F ' Date 1,14bERFLOOR (Plans) OK except It's f Date 1. Zoning -Setbacks -Easements -Flood -Slope 52 12. Ftg., Main; Soils-Elec. Grnd.-/ Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. t , Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main: Steel-Blockouts-Wrapped 6. Stemwalls. Garage: Steel -Block outs-Wraooed Va. Id Downs and Special Anchors . SlabjSteel-WrappedQ a 8. /JS6.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 414 -Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground �nums & Ducts; Clearance -Material -Support -Ins. CK Girders -5' - r Bolts -Joists -Vents -Cripples 5. Ac ss entil 16. Insulation Date Card B-1 Dates Card B-1 Dat Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except n's Water Htr.: Vent -Access -Combustion Air -Baffle ter Pipe: Test & Anchor -Nal Protection --- 8. D_W_V : Test -Fittings & Anchor -Nail Protection- - - - - 19. Shower Pan; Test. First Floor -Tub Access ----- , O� st Tub & Shower, -----------------Second-Floor_Tub Access------------------ -------------------- 21. Gas Pipe: Size & Anchors ---Date ---------r - -- - --------------- - --- -- -- -- Date /�/� Card B -1i] Date Card B-1 - Date Card B-1 Date Card B -I Date ELECTRICAL (Permit) OK except n's Fixture & Transformer Clearance -Ins. Protection -------- Elec. Receptacles Spacing -Lights & Switches at Doors / --------" --- -- - - ---------- 4. Size Boxes & No. of Conductors -Stapled ----- - I r ----------------- -------------- ----------------- --- --- -- �LS. Rome- Installed Close to Edge of Studs & C.J. ----- --- 6. p Ground made up wrMech. Fastners-Bond Gas &- Water 2 Appliance Circuts in Kitchen & Conductor Size,GFI 28. Subfeed Wire Size ga. Cu or AI -A.0 Wire Size ga. Cu or At __26._ 9 Range Circ. ga. u AI -Oven Circ. ga. Cu or Al. - - Insulated N ral ❑ Yes -.Ale-- ��� - - --- - - -- -- . .._.------..... .. U;i. Service -Roser ductors & Ground -Main Disconnect -------(,3d'Equip Clearances Panels-Motors-Mech. Equip Lm' Clothes Closet Light -Shower Light -Spa Light ------------- Smoke Detector -------- ---- ... ....... .. .... .. Date (/ 9/ Card B-1 Date Card B -t - -- /f7 ... _ ... ... _ . Date Card B-1 Date Card B -I Date MECHANICAL (Permit) OK except n's L_ .C. Ducts insulation & Support Vent Fan: Exhaust above insulation -- - --------- ------- --- .. __.._. ... 36--6e++dente Drain & Overflow. Sze & Grade -- - -- ... ........ .. ... ........... .. .. 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnance in Attic --- ---- ------ - -- ._. .. Date Card B-1 Date Card B-1 - - .... . . . . . . ..... Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except n s 9 Sils. Proper Material & Anchors iYewalls Studs -Nailing. Spacing & Bracing -Plates -Sound pe -Bear ng Walls over Girders & Floor Nailing -�42 Draft Stop in Walls (rat proof) 4 ire Stops Furred Ceilings -Stairs -Chases -Tub 4 Headers & Beam -Size & Bearing & Duplex) FRAMING (Continued) - -- 6,rT5. Hangers -Post Caps -Anchors -Connectors _ _Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring. ------------ 4 e -Ties or Type A Flue -Fireplace Throat clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. &Dimensions ---------------��------------ __L.& Garage Fire Protection Framing --- -- 54-P,r0j5L6rty Line Firewall & Openings _ t-51. Ext. Doors -one -S -Check Garage -3rd Story, 2 Exits ------------ L_5_3._Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection - 7 _plywood on Roof Overhang -Attic Vents -Rafter Outriggers Veneer ---_------- 5--�aelmg --------- - - - Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ---------- - 57. -- zing Area_Glass Protection-Skylights-PlasticShear Walls: Nailing -B is /meq/ 59. Insulatio -W s -Celli c5 Infiltration -Walls -Windows Date�� , Card B-1 Date Card B-1 Dates //' Card _B_ � -1 -----liDate Card B-1 Date FINAL ans) OK except n's Ext. Steps -Door & Sidelight Protection -Landings —_ - Smo 'Detector — urnace: Vents -Clearance -Comb. Air -Connector- ----- In �jge: Above Floor- Ducts-Mech. Protection ------ ---------------- B -- - B Bath Fixtures & Tub Access -Spa ec. Trim.& Subpanel Breaker Sizes & Labels fair. &•Rails Fireplace or Stove Clearances -Hearth 6� ec. Outlets at Wood Panel: Int. & Ext. 70. 1 . & Appliance: Grnd.-Air Gap -Cooking Clearance - ----------- .. -- .. _ --- - -- - -- -- --- --- -- -- - - ---------- --- 7 lec. Outlets & Receptacles at Kit. Counter _. . . - - - -- ------- - --------------------------- 7 a Fire Door: Swing -Landing -Closer _... ... ..--------------- ---ef - ---- - 74 tr. Htr.: Vents -Clearance -Comb Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ----------------- b. Elec. & Mech.Equip. Listed for Location Elec. Re taclesin Garage: (G.F.I.)-Romex Protection --------- ---- -------------------------- nsulation-Foam-Looked in Attic ❑ Yes_________ .� . B-Oeck-Construction-Post Caps__ -- 7 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Fl00 ❑ Yes 80 Follo 'instld , Drive Yes ❑ No: Walks Yes ❑ No: R*Ern-ters ❑ Yes 40LM'5- - - - ---------- --- ----- -------- --------- Stu - Brown -Finish d2 A C Unit. Disconnect Electrical, Plumbing --_ ...... :---------------- - ----------- -- Vents Above Roof, PIbg. -App s iante-Fireplace.-Clearance to /Op�enin�gs t soli .w�atef-t_ onnec--Electrical, Plumbing ----- - --- - xtenor Elec Trim. G F L Receptacle -Underground - - 1 s6i4enulat on Throughout House j/ - - — - ---- ------------ �7�ass Protection 88 Corrections tr m f u I ections �-7 - - - -- - -- ---------- 89 as T eters Tagged. Gas -Electric . ..... . -------------------------------------- 90 Water & Sewer Connected-Cr0 to Grade -HD Approval -- - - ---------------------------- L,6I Energy Compliance Certificate -Other Certificates ---------------------------- q--- ---- --------------- - ------------------ Date ------------------------------- Date �1�3 <� 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 INSULATION CERTIFICATE ROBIN THEVEOS CONSTRUCTION PALERMO DRIVE I "NUMBER AND STREET BUTTE . COUNTY DESCRIPTION OF INSULATION 1. ROOF MATERIAL THICKNESS (INCHES) 2. CEILING BATT OR BLANKET TYPE BATTS THICKNESS (INCHES) 12 LOOSE FILL TYPE OROVILLE 'CIN SUBDIVISION LOT NUMBER BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME CERTAINTEED THERMAL RESISTANCE (R -VALUE) 38 BRAND NAME CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB MINIMUM THICKNESS (INCHES) MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE 3. EXTERIOR WALL . FRAME TYPE WOOD MATERIAL BATTS THICKNESS (INCHES) 6j EXTERIOR FOAM SHEATHING MATERIAL THICKNESS (INCHES) 4. RAISED FLOOR MATERIAL BATTS THICKNESS (INCHES) ' 6j 5. SLAB FLOOR MATERIAL THICKNESS (INCHES) PERIMETER INSULATION.DEPTH (INCHES) S. FOUNDATION WALL MATERIAL BRAND NAME CERTAINTEED THERMAL RESISTANCE (R -VALUE) 19 BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME CERTAINTEED THERMAL RESISTANCE (R -VALUE) 19 BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) ----------------- DECLARATION 1 HEREBY CERTIFY THAT -THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. j JUNE 14, 1996 2, 3, 4 DATE ' ITEM #'S DAN HANSEN BRANCH MANAGER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ., 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. %� ) 1Z %%L l�11C1 cot (U' u Date � � Inspector ,1Y 1 REV 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. Date -)nspector REV 10/92+ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ��'�• ASSESSOR PARCEL NUMBER 68-130-132 ZONING ARI BUILDING PERMIT OWNER GARY &JANET OTT TELE 533E4439 SO. Fr. OCC. BUILDING VALUATION 2043 R 149,799 -no OWNER'S MAILING ADDRESS PO BOX 5036 OROVILLE, 95966 699 g,nR7-nn CONTRACTOR'S NAME THEVEOS , R. TELEPHONE 0716 CONTRACTOR'S MAILING ADDRESS 090 ORO COUNTRY CLUB RD OROVILLE Fireplace A no CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 56 4 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 108 PALERMO DR PERMITFEE $ • OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 11 7.00 LOT NO. 1 SUBDNMION'SNAME PARCEL 121-a1 MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF Ch Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00r5. Building sewer 15.00 15. TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 4 BATHContractor Mobile Home I S I G W 1 920.00 PERMITFEE g 214.00 ELECTRICAL PERMIT Filina Fee 20.'00 Main Service 200AA 00OR LESS ( 2OR LESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f rce and effect.�' Ci (� �l License Class Lic. No. 1 OWNER -BUILDER DECLARATION 1 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 NEW CONST. DWELLING OCCUP. OR ( a ACG. ) SO. 112.65 3.52 FT. CNS. NEW CONST. MULTI -OUTLET UTLE NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FORURES ) B20 @ 1.00 Ex. Occup. OunFDrsPPUNS. OR ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 155.65 Contractor WORKERS' COMPENSATION DECLARATION 1 h by 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 1 25.00 Cooling 1 25.00 Hood 1 6.50 6.50 Ventilation 5 27.00 PERMITFEE $ 103.50 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compens p n laws of California, and agree that if I should become subject to the worker mpensation p visions of section 3700 of the Labor Code, I shall fort c pl wi h provisions. X Date 9.,;_- Sign re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition,n or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 I CONST. TYPE VN TOTAL FEE $ 1998.45 HAZ. _ I D. FEES I P^N FLOG GDF P HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D to O PERMITEXPIRESON 2� (Date) Receipt No. 190391-66.9-Rt7 �� lnl _ 12/n ti� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR �iSLD ROD -APPLICANT i ;, _ _ .�". -a,.•. .... rv.:1r- y,•. v - r_ . "i':77f''x�+F""'= .�.:.... 1 i .j_.• F.t ': `='r TZ, i COUNTY OF BUTTE - DEPARTMENT OF'OEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE;CALfFORNIA95965 - TELEPHONE (916) 538-7541 - i PERMIT APPLICATION DATA SHEET OWNER o -r -r -�J. P. No. 66P"--1?6 -�3Z Proposed Building Use Building Inspector W Date 7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. _7jggfHazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. 3 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and ma ufacturer's installation instructions, 2 sets. ........... 0. Fees of $> / Z�� .......................................... 1. Impact fees as shown on -attached schedule. 12. California Department of Forestry plan approval ees ��J/� ....... . 13. Flood elevation letter (100 year flood) by Califor ' gineer. ................. . anitation and plot plan approval 0AQ Health Department . ............ 15. City of Chico plumbing permit. ....................... ' 16. Plot plan and business license approval from City of Biggs/Gridley. ............ . 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for Pre Inspection reque p required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classifido 22. Certificate of Workmans Cqmpensation Insurance. . '/.a�S �.�4. 23. Owner -Builder Verification (Given to owner , Mail to owner ............ .......... - 24. Recorded copy of Agricultural Acknowledgement Statement . .................. t2 �Z_ 25. Letter of signature authorization . ......................................... .4 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ...... 27. Letter of intent on building use . ............... j.......................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31 Existing violations/expired permits . .............................':........ . Plan c eck list. .... .. ............. ...... n ' •� - .lam ��/�% 34. - - -- When yo issue the permit! > rocess as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at ffice. If Deliver with inspector. Other Parcel Creation Acreage Applicant Date l Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prio5,ho permit issuance: (Cifcle new 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by _%�� Date,_�2-`? Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance EX. USE ONLY Plat Pbn Amcbed Plow Pb w MEecbed Set to B.D.—_ Rig �A,2Y Jit c" ►'� ©— 7Gz. — 69-/ 30 -/3�2 Owner Location / AP# Plan Approvedjfor: Sewage Disposal Water Supply: Public v Private Well Environmental Health 8/92 Date OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 W i PROPOSED BUILDING USE cS/� 6 1. SCHOOL DISTRICT FEES (paid at District Office) U 2. SHERIFF FEES (paid at Building Division) Residential...... x� c 0 =$ 3 a O unit amt. Commercial (sq.ft.). x =$ REC. A.P. # �,P `130 - DATE 7� # DATE REC 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES _(paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) A'��6. SRA FIRE INSPECTION AND - PLAN CHECK / $89.00 (paid at Building Division) 7 �6 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) vd Z9. OTHERo �a At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. D APPLICANT DATE l is TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location O/6, APAP Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for �bedroe� ther S' j� �' aw a i:. Environmental Health E.H. USS ONLY ZL Plot Pbo /1tEwLad-- Flow PLn Aft&Wy— Sant to B.D. Owner Location O/6, APAP Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for �bedroe� ther S' j� �' aw a i:. Environmental Health ()„ /nL ii And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965. 96-00744 1 Rec Fee 9.00 i 1 COP 1.50 Recorded I Check 10.50 Official Records I County of I Butte I Candace J. Grubbs I Recorder I 9:31am 28 -Feb -96 I PUBL XX 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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: State of California. ('ounly of Butte Parcel 1, as shown on that certain Parcel Map of a portion of Lot 399 Oroville Wyandotte.Fruit Lnnds Unit No. 2, which Map was filed Iin the Office of the Recorder of the County (if Butte, State of Californian on Februa-y 28, 1991, in Book 121 of Parcel Maps, at pages 81 and 82. Date: �! l 1 /?(Z) State of California Countv of a,-, I - PROPER OWNERS: On % 6 before me, cw, I e,(X%iv'Iz— personally appeared a 1,7 n ,� v-" U // ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the per n(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-4nd official seal. Signature Seal: v A.P.# OFFICIAL sEAL ; q� JANIE tE CLARK ARK NOTARY CAUFCF.- COUNTY OF t3UrM MY t:anrnbdon E�Iros sept, 17, ISM y .r� 4 ' VOTE TO RECORDER: DO NOT RECORD THIS SIDE • I /I. /I. Instructions for recording Agricultural Statement of Acknowledgement: L. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided,or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - lst. Page ? ' 5, $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday -Thursday). ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary d• 1 (4j ;�JFL Ex .Date 910H61 Commission IDI 713J� l Manufacturers 1`D# �3 County � u4-4 State l IST , Place of execution of this Declaration 1/, / Date 'd 9) �([/sl�62�L Signature (irm ame it any) & _fit'_ _ �}.`�wrr• r rs' ara::t.PIP i;:t::6«t's;;::U!11i:1itt::G'lf!ki/ OVER f ' . BUTTE COUNTY SCHOOLS -IMPACT FEE Forth, Per Build District Property Owner Property Location/Address Subdivison Residential Development (<w 1'eh160L- G,----.Jurisdiction: 0 City (CATION FORM YL ng Department No. ((] County 19 " Lot No. Fr F\7 Sq. Footage No. of Living MHI Addition (Group R) I Units y Commercial/Industrial 0 L_] Sq. Footage New r t Addition (Including Exterior 2 _ Roofed Areas) J1./`% 5�, 1 Building Department Rep sentative t 11 ` ` Date (Floor Plans reviewed by`School District Personnel) District Identification No.- ��r, School' District certifies that'd "`(Applicant) (Street Address) '(Phone Number) i AJ > (City(State) (Zip Code) '�J has complied with the requirements of Resolution No. 9,3-%�i�'/(.J 'by payment of $ S .s representing o2 r'o V-3 square feet. As 2926 ` $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Bank Number T Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (11/94)dmm 8 H &-ae-, % - -To ZZ - • U Inter-Dnp®rtmdiv_ lllnan®randune TO: Stu Edell, Land Development FROM: Jack Wiest, County Fire Warden SUBJECT: Palermo Drive, AP# 68--13-132 DATE: January 22, 1996 The subject parcel is within a community pressurized water system and therefore a fire sprinkler system will not be required in the new home being built. If there are any questions please contact Ted Crawford at 538-7994. LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. I -" OWNERS NAME: L NUMBER: PRINT LAST ME FIRST COUNTY ZONING DESIGNATION: Ar I FLOOD ZONE: X. FLOOD MAP: ?6 s" I3 APPROVED: DEED INFORMATION: DATE OF CREATION: CONDITIONALLY APPROVED: RESOLVE'PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING f bLYi y LOT, DEED REFERENCE: LEGAL ACCESS REQUIRED: YES YES NO BOOK / 2 l . PAGE 91 NO COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES '�c— NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet -parcel size required by zorre. C. Meet current E.H.D.'requirements. CHECK SPECIAL CviV^vITICNS WHICH PP 11 A `V TO AP:- All FEES TO 8-c nn /n TO TUE DI HI n n/AIC nnAj gfQ-!. a ESC nTLCD1�1//�C A,n TCn ,. X 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a fou ft. leachfield setback from CVee. rL 0­� Ow //0 e14-7✓/f-t_ 5. Pay water tender fees in the amount of $ ZOO to Battalion Number to of the Butte County Fire Department. X 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. _ 8.G �C�onnnnect to a public sewer system. L_ 9.�t aUc fire sJg ssi�sprink�ems shall be installed in all residential structures in accordance with the National ciXn Standard for the installation of sprinkler systems in one and two family dwellings and mobile Fire Protection Asso P Y homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 0 A 4- 1 1. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment fu be madle to Nre Plug Division. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. 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. l _ 19. If any cultural resources are encountered during ground; disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X 20. No i &V &?-o /72t C/ /Av Iva N/- ems. G!/� nrv.✓ dl//� nvt� �1i�7> Tis Ti�� . 21 22 23 r 24. 25 Aia .LONOIWa awi JO kiNf100 5661 8 1 030 ®3AI303H LD 9/95 - CAWP51TORMS.K\BLDGPERM.CLR 3,y Point System Summary: Climate Zone 11 oTr �• � Project Title - w.. i _ * BUILDING DATA <` -'6onditi5ted Floor Area �� (� •�> Number of Stories Slab/ a[ Floor Che applicable Unit T condition(s): . - aPP YPe [vj Single Family Detached (SFD) [ J Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ J Mufti -Family (MF) [ ] Existing -Plus -Addition P -2R Ie - SCORECARD Fenestration % Exp. Slab 1201 Area % North •l-7,4 • F !" + East 211, 1.0 South It, AR, y 1. 4, West r_ 2 A Skylight 0.81; 2+ story: 0.871 Total 17 L.I rz U -value (Q.065j SCORECARD or '::;,I I,- % Exp. Slab 1201 Int. Mass/CFA Measures , ' Ext Will Mass F_ 1. • Ceiling Insulation Vii'� or AFUE or HSPF Duct Etfic. 11 story: [78% or 6.81 R -value 1381 U -value 10.0281 X ��% — 2. Wall insulation 14 or 0.81; 2+ story: 0.871 ' R -value 191 U -value (Q.065j 3. Raised Floor Insulation or 1121 4. Slab Edge Insulation _ R -value 1191 41A or U -value 10.0371 • R -value 101 F2 factor 10.751 S. Infiltration Any Ducts in Unoonditioned Space? ( Y / N )�q 6. Fenestration Heat Loss % �/Ir�Yfi • �� IO Type . U -value 10.651 Total % Fenes. 1161 7. Fenestration Heat Gain % Fenestration SCShade open Eff. % Fenes. Shade Eff. Ratio North 4'_ x r, _ .4•�2 6 East 1'O x South 'I, v x = = O./ice �2.Iv , West x ^�� j • v� Skylight 0 x = t�,41 I • Overhangs? N) ' 8. Interior Thermal Mass 9. Exterior Wail Mass 10. Heating System 11- Cooling System 12. Water Heating System 1 O eater IS0.90lPe IJ /4 or '::;,I I,- % Exp. Slab 1201 Int. Mass/CFA �d , ' Ext Will Mass F_ hl .d X AFUE or HSPF Duct Etfic. 11 story: [78% or 6.81 0.83; 2+ story: 0.881 1— O, O X ��% — SEER 110.01 Duct Effic. 11 s y 0.81; 2+ story: 0.871 nay Factor [8.531 t Ins. R -v ue 1121 System 2 Heater ype Nonejnerp� Ext Ins. R -value Form Revised January 1992 Effective AFUE or HSPF 9, rl Effective SEER Auxlllary Input [None] AuxiliaryInput Point Scores U e e O I —I I , ' O Zonal Control Adjustment 101 IGL Zonal Control Adjustment [01 Distribution ISTD] DistribudFx Point Total.- Point otal:Point Goal: _1 . Sum 1.6 /s% Sum 7-9 2 mma 4 Certificate of Compliance: Residential (Page 1 of 2) CF -1 R Protect Title lop T� Dale Project Address Building Permit 8 Plan Chock/ Date Documentation Author Telephone FOI �'� I I Field Check/ Date Compliance Method (Packag , Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: /� �,��, 'VV' T-�J ft2 Building Type: Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: North / East / South / West / All Orientations (Input orientation in degrees and circle one.) Number of Dwelling Units: Floor Construction Type: Slab / 55PFloor (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly Location/Comments Type R -Value U -Value (attic, to garage, typical, etc.) Wall .............. IGPL. Wall .............. Roof ............. Roof ............. Floor ............. Floor ............. . Slab Edge .... FENESTRATION. Shading Devices Fenestration Area Fenestration Interior Exterior Overhang FramingtType,`q J'• Orientation (sf) U -Value (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal/w&:dMn I y a/ - Front..... (14) -PZ Front.... r Left....... (� Left....... ( ) Rear..... Rear.....( ) Right.... Right..... Skylight.... Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches Local ion/Description kitchen, bath, etc. YI 1E21___! Revised December 1992 Certificate of Compliance: Residential 'Project Title (Page 2 of 2) CF -1 R .lip / 147/1,91 HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design -Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat ducts/attic, etc. R -Value l7Uli'r 'till, pump, etc.) i Heat Pump Configuration (Split or package) A - Cooling Equipment Minimum Duct Type (air, conditioner, Efficiency Location Duct. heat pump, eva . cooling) (SEVER) attic, etc. R -Value Thermostat Configuration T (split or package) 1001 - WATER HEATING SYSTEMS Energy' � External Rated' Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type Type , in System or Btu/hr) (gallons) Efficiency Loss (%) R -Value h/ A,. 1. For small gas storage (rated inputs 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2:75,000 Btu/hr), list Rated Input, Recovery Effiaency.and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Paris 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 fora single building plan to be built in orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. ,t; .i.�? ..,';. Designer or Owner (per Business a Professions code) Documentattion Author Name: Name: 40 (�J' `V 1 Title/Firm: Title/Firm: Address: Address: Telephoner Telephone:42 4:!C221 Lic. #: • (signature) (date) (signature) date Enforcement Agency Name. Title: Agency: Telephone: (signature/stamp) (date) Revised December 1992 Thermal Mass• Worksheet 0 INTERIOR THERMAL MASS: METHODS WS -:1 R 16111114P1.0%, O r14P.0 . . . Date ti Method B is one of the two possible option's for calculating interior mass as explained In Section 4.2.of the Residential Manual (RM). The other option, Method A, is a simplified method to take thermal mass'.credit:for concrete slab -on -grade only. This worksheet is not required for Method A. MethodB must•be*usedito take thermal mass credit for any mass elements other than concrete slab -on -grade. . Calculate the Interior Mass/CFA value using the worksheet space below. Look up the Unit lnterior. Mass-. Capacity.. (UIMC) for each interior mass surface in RM Tables 4-9a, 4-9b and 4-10. Include the interlorsurfaces:ofiextenor! mass walls. For Interior mass walls exposed on both (two) sides to conditioned space, enter -the surface`area.of only one side. Include the Inside surfaces of exterior mass walls as explained in Section 4.2 of the RM. Unit Interior Interior Descri tion I� .. Mass Area Mass Capacity Mass Caacity X = X = X 7_ X = X = X _ X = Totar l CFAInterior Mas s/CFA . . EXTERIOR WALL THERMAL MASS t':ii •ffir„ �.. Calculate the' Exterior Wall Mass of all exterior walls. Look up the Exterior Mass Factor for each opaque wall element from RM Table 4-10.. Only exterior mass wall surfaces may be included in this calculation: A Opaque Exterior Description Wail Area Mass Factor X = X = X _ X _ X — Conventional a s x 0 Total: Total Opaque Exteriors.;: Wall Area Vali Mass ', :..Revlaed December 1992 Water Heating Worksheet No. of Different Water Heater Types: ( Total No. of Water Heaters: Conditloned Floor Area.(CFA).- Notes: For.single family dwellings with multiple water heaters, also submit DHW-2A .For mullf-family buildings, also submit DHW-28 Heater Type # 1 Data . A. Water Heater Type (check one) •Storage Gas _Large Storage Gas _Storage Elegric _Storage Heat Pump _Instantaneous Gas _Instantaneous Electric Indirect Gas B. Manufacturer C. Model No. , ►i D.. Energy Factor E. Gallons . F. Pilot BUJY G. Recovery Effic.- . H. Added R -Value I. Auxiliary Input (check one or both) _Wood Stove Solar; Active.or Passive J. Distdoudon System (check -one) _✓Standard _Hot Water Recovery (HWR) _Point of Use (POU) TPipe InWation (PI) _Recirculation: No .Control _Recirculation: Tuner _Recirculation: Temp _Recirculation: Time/Temp Recirculation: Demand _HWR +.Recirculation: Demand _PI + Recirculation:. Demand Energy Use Calculation 1a: Standard Recovery Load Water Heater Type (check one) (from Table 6.5) • . Storage Gas .1b. Distribution Credit/Penalty O (from Table 6.6) 1c. Solar Energy Credit O (from DHW4) 1d. Adjusted Recovery Load (1a -1b -1c) 2a. Basic Energy Use 2(i0 {from Table 6.7) B. 2b. Storage Tank Insul. Credity (from Table 6.8) Model No. 2c. Wood Stove Boiler Credit Z-"' (from DHW4) 2d. Proposed Energy Use �LliO 3. S (tandar+d -Energy !i. (from Table 6.5) Recovery Effic: Heater Type AL- Data A. Water Heater Type (check one) Storage Gas _targe Storage Gas Storage Electric Storage Heat Pump _Instantaneous Gas _Instantaneous Electric kdrect Gas B. Manufacturer C. Model No. D. Energy Factor E. Gallons F. Pilot Btultu G. Recovery Effic: H. Added R -Value 1. Auxiliary Input (check one or both) Wood Stove • - 8olar, Active or Passive J. Distribution System (check one). _Hot Water Recovery (HWR) _Point of Use (POU) _Pipe Insulation (PI) _Recirculation: No Control _Recirculation: Tamer Recircxriation: Temp _Recirculation: Time/Temp _Recirculation: Demand HWR + Recirculation: Demand -::PI + Recirculation: Demand Energy Use Calculation 1a. Standard Recovery toad (from Table 6-5) 1b.. DistributionCredit/Penafty (from Table 6-6) 1 c. Solar Energy Credit (from DHW-4) 1d. Adjusted Recovery toad (1a-tb-1c)) 2a. Basic Energy Use (from Table 6.7 2b. Storage Tank InSul. Credit (from Table 6-8). 2c. Wood Stove Boiler Credit (from DHW-4) 2d. Proposed Energy Use' C� (2a - 210 - Energy 3. StandardEnergy Use (from Table 6.5) Heater;Type,# Data;: A. Water HeaterATYPe,(check one), _Stora�e:Gas r Stora Heat Pum Ins�tarteous,Gas � =�tanta� ,Electric.�r", B. Manufacturer, , C. Model,No. ^^ D. • Energy;Eactor E. Gallons F. Pilot Stultu G. Reco*y,Effic. H. ' Added77 R -Value �• ' j ' �' > I. Amd Uq,lnput (checkone' bo ) J., _PI Energy;.Use,�Calculat 1a. Standard.RecoyeryyLoad (from•Table:6;5) 1b. Distribution.Cmdit/Penalty; (from •Table.6;6) 1c. Solar.Ewrgy;Credit,' 1d. Adjusted Recovery.load 2a. Basic EnergyiUse;C- (irom:Table,&7) : 2b. Storage Tank Insut' Credit (from Table 6.8); 2c. Wood Stove Boiler, Credit• (from DHW-4) '" 2d. Proposed E mg .Use E. 'w , ' (2a - 2b ' 2c) _ 7 3. Standard Erwrgy,Us e":'t (from 4: For Prescrf five . A p Compliance (one water heater per dwelling unit): line 2d must riot exceed tine 3 for Heater Type V. 5. For Point System Compliance (one water heater per dwelling unit): (106 x (Line 3 -Line 2d CFA / 500 BtWst- ' )/ ) yr ph R•d«a,twYmq im Water Heating for Single Family w/ Multiple Heaters DH,W„ 2A eir -... _ Date Note: In addition to tNs form, a DHW-1 Water Heating Worksheet must also be submitted to document waterheatertype(s). Single Family Project Data 1. No. of different water heater types: 2. Total conditioned floor area: ALU f No.'of * Heater Heaters Type # Manufacturer & Model No. 3a= #1' 6t.�NG 3b= 3c= #3. 4. 5. 6. 7. s. 9. 10. 11. "4'' Total Number of Water Heaters Standard Recovery Load: 15.11 from Table 6-5 based on linen Recovery Load per heater: (line 5/11ne 4); enter, on, DHW-11", line,la for each Heater.Type,�and,completei calculation throughaine 2d. Proposed Energy Use, Heater Type #1: (DHW-1, Type1111ne 2d) x.(linej3a), i h Proposed Energy Use, Heater Type #2: tJL (DHW-1, T #2.line 2d)x.(line,3b) Proposed Energy Use, Heater Type #3: 4 (DHW-1,.Type #3 line,2d);*(line Total Proposed Energy Use: tri d (line 7 + line 8.+ line;,9)' Standard Energy Use: 'L(i. I from Table.6-5 based on line 2�' Compliance 12. Prescriptive Compliance: Line 10 must be equal to or less than line 11: See Section 6.1 and Chapter 3 in the Residential Manual for details:' . 13. Point System Compliance; [106 x (line 11 - line 10)/(line 2)] / (500 Btu/sf-yr) ,_ See Section 6.1 and Chapter 4 in the Residential Manual for details. Revived Jwmry 1992 Mandatory Measures Checklist: Residential MFr_i1.R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardIess;o_TfQh approach used. Items marked with an asterisk (') may-besuperseded�by4mor-e sgingent,compliance equ mpliance. When this checklist is incorporated into 'rements listed on the Certificate of Co�therpermitfdocuments the features noted shall be considered by all parties as'binding minim um'component'performance•specificat o,�r s 'or mandatory measures whether they are shown elsewhere in the documents or on -this checklist' 1"' DESCRIPTION Building Envelope Measures * §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 framed walls (does not apply to exterior mass walls). * §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and InfiltratioNExfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §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. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §1500): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g.; unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried.or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system pipingbelow 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. * §150(m): Ducts and Fans . 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating syste= serving conditioned space have either automatic or readily accessible, manually operated dampers.'. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 781/6 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' pipe between filter and heater for future solar heating. b. Cover for outdoor. pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buring pilot light. (Exception: Non -electrical 000king appliance with pilot < 150 BtLAr.) Lighting Measures §1.50(k): 40 lumens/walt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992 DESIGNER I - ENFORCEMENT V/ FAV V/ �.j �027A � E1.EJkTIbkI 4 �som - w ",f) O-ox�--VR.a-s udc Rot I6A--C EK-:�-T 'El�4 k`Tl 0W S e� P z c� /��— z/-7 Pc. ElkM iE CLD -0- 5 tiT- �1�7 MaVMt- CAI -AIC c -V- TWE UAST2rL V: T 2 A f�2.Ek" C R K Ca,.-2� 2�2 0 C -G V— 4;icABc-. e- fgx 5' -�•� .D- 4'2(-2-" `-I SW' .3`5 �-� 3!-r� �-S!E`A 2SA��a(S P'I Q: 145 - _ UL� 1 TR l,C=,c60A . (1 %lam ` m vs V.KUJAA Peti o-T\uNloi) 6.ucc- E DC=IAC �`1� - 12��cc li: L L.O w . lk k k wo h MA E L 4r -IE-RAL A�4ACSI S CoX T o. 2oow Nc - P Lu �tJSVL A-REV�. = I�o 2.57 1J-00.01 �%-( d, 4.21 'lzUGiP 13D = 2 .SI( -s(2 Dwcco = l�.O �sCif_ �0 O6UfIU �Tfl xl) tI4k � �R = (�E. 2.541 -1{2 5.2.5 0 Z)))( 0.012 "2-SxM OL YK9 Paz �R r ((q 4 4.S) 02-+ ► )(0,012) ti M L = D 0-149 X421 X9 K L.� -h + 7(Z x 421 (0.1 1'4xq.?A -- eM-7 4.21)20 2 — 4,21 TL- TL_� 'L�T�cz�-� PrN I�L�► S dei Nom, ��rOl� l 3 S� 0 VIERT vT-1�11 N l Q Q �StOki� W'M,c... PL L) i PL— 5/2�c x.144-+ ( )20 2 X 0012 7-,- 0.454' 122 2/2x0, A4 44 W,R -=,3 x o.D12 Z Do?�kGr�- Wuu 2 o. k 41'4- �IM�= ®� � D.1g9� 5o��x ���+ C�,l��►c�.fi�Da��a.�44����Z +Q`T'R T2Z 1,42K • I�il)L�D�UJ►� ��CS?U1��0 T�z �� 13�- M-ot0�'� ��y►r��� Sly ru ✓ Wali► NORTkI c 5`� (Jull�A1 2 V1� 1$ 5, R S �3h� PL- wa w� �. 4-1 I A\a kL4- LAUlu �L ei2G �o v �3�I OJr, Ib XOOI2 2 D't2Y1P-, I- I�( > -- © PqY, 3.4-2K9 K►.,; + 6.59 3.42+ 6-M-43.4 4 341T?c Z -TTL D. 1+9 61410 115 -0, ILS VAL+0,2 443.42) 2— Ra-D, RG-v. LA -TERAS .At�1N L��st5 (0o WT � ,�71 -,- wep, a uj �,-tL OA)�W--Oac D.l9�i��F� ?L- W �2 C� Y. , ?2J K O CLQ- Z 0,240 Y-� �- L PL - 6.430 23, L4 V D,6k?--K � C) �- 0, 2.8 1(L2 - t� vs' 1`7 J Q, L(.c-�.i�/ F� �y `l eL 24y\,( K00(Z 6,ZSES" �2Z Z4u<2}�x O. Q z- n ,- 20�- `rR 42Y'° Y, US' 0`�12OK3.42 --6.4,44 x(34Z' & Z 3.4-21 QtFau t ceo TL= (to .8�-- 0. -2A 1,3.42 — b 44,q V 3. zt 22o2) a 3 4Z C90011 6, i c �aIS5lGa % w� ��2 !4�`15�2sx 66-rL a. 443 - IL Z V,o- k4H T'2 �D. 14� x3.��� � (.S— D.432�3�42 — ©.Zt�i � `-1 Z�a` Z, 0 3•� i,Dowo ROD { �>✓ S Iry UJVA&* = I .ciZC aaQ— LT T 20 w i -FR /z l6 5/gym he). a+- �� P� <1I G L -P4 S t Akpso N (-TTzo Typical Holdown Anchorage CONCRETE )e 4� M' C J -BOLT •3d for up to 1' Anchor 4d for 11h' and IV4'Anchor L -BOLT HEX HEAD THREADED ••12d for Anchor D BOLT ' ROD WITH TWO NUTS 4d for Anchor A •3d—Anchor D up to 1• AND 4d—Anchor D over 1• WASHER Anchor A Must Be Sent Without 5 Cracking on the Outside of Bend Portion 11A" CHOR TEST :TION eaded hown; Ilmllar (_tie 8/L3 HDANDHOLDOWN ANCHORAGE DESIGN In a continued effort to provide current and accurate wood connection information, we have completed testing on a wide range of concrete anchors. The anchorage configurations are designed to be made by others and used with Simpson Strong -Tie holdowns. Match the anchor diameter of the holdown with the appropriate configuration on this page. (To locate manufacturers of anchors for use with existing Concrete, contact code authorities.) This information is provided so you can compare options and select a concrete anchor that best suits your needs. THE DESIGN ENGINEER FOR THE JOB MAY SPECIFY AN ALTERNATE ANCHORAGE SYSTEM PROVIDED THE ANCHOR DIAMETER IS THE SAME. Five basic anchor types are listed in the table: three hooked, smooth rods; one standard hex head bolt; and one straight threaded rod with two nuts and a washer (see illustrations). Anchor types C. D, and E are ICBO listed (report nos. 1211 and 4448). Anchor types A and B are the result of extensive tests and analysis at the Simpson facility witnessed by a code certified independent testing agency. Test assemblies were constructed to simulate continuous concrete foundations to determine the pullout strength of the anchor only. For each configuration, one fourth of the average of five ultimate loads is shown in the table. This information must be used in conjunction with other sound engineering principles to develop a complete structural system. ANCHOR DIA MINIMUMz MINIMUM EMBEDMENT END DISTANCE I• do MINIMUMS CONCRETE STRENGTH al ANCHOR MAXIMUMtA'&7 ALLOWABLE TENSION LOAD A B C and D E b DIMENSIONS d44 'S/ Sz R1 R2 12 5 2500 3055 3975 6 13/4 3 4 5/11112 12 2500 4690 — — — 6 13/4 3 — 4 — 9 9 3000 3315 6 17/a — 12 12 2000 3315 6 17/s — 14 5.% 2500 4005 4180 6 13/4 3 — 4 — 3/4 14 14 2500 4745 5700 — — 6 13/4 3 — 4 — 11 11 3000 1 1 4770 6 23/b — 14 14 1 2000 4770 6 23/b — 15 5 1 2500 5325 5810 B 13/4 4 -1 4 1 — 15 15 2500 5900 .6400 — — 8 13/4 4 — 4 — 1 15 15 3000 6080 6 23/a — 15 15 1 2000 1 6 23/4 — 20 5 2500 7950 1 8425 10 13/413 1,026r/z 4 1 15 20 20 2500 9700 10100 10 13/4 31/2161/2 4 15 30 5 2500 — 113 — — 10 23/4 31/2 61,12 4 15 11A 30 30 2500 14 0 10 23/4 31/2 61,12 4 15 15 15 3000 15550 6 23/4 — 30 30 2000 15550 6 23/4 — 20 20 3000 17500 6 23/4-- — 3/4- — — IIA 11A 26 26 2000 15040 6 23/a — 30 30 2000 17500 6 23/4 — 1. Loads may not be increased for short-term loading. 2. Anchor embedment length is based on a single -pour concrete foundation. Double -pour foundation systems, masonry walls, and masonry footings must be evaluated by the designer. 3. Concrete compression strength is the minimum allowed for the anchor load. No special inspection is required for foundation concrete when the structural design is based on a strength no greater than 2500 psi (1988 Uniform Building Code section 306(a)1). RP6 10 o Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. 4. Concrete edge distance de is for concrete exposed to earth or weather; for concrete cast against and permanently exposed to earth, d, = 3" plus half the anchor diameter. 5. Anchor bolt E must be ASTM A307 orpetter. All others must be A36 steel or better ---- 6. The configurations in the illustrations are the minimum to develop the load given for anchors A and B. Refer to the code for other minimum deslpn criteria. 7. Test data for 1 V diameter anchors were not available at time of printing. RPRETRO PLATE Heavy steel plate fits on the outside of masonry buildings and helps tie the walls to the roof or floor structure with a 3/4" diameter bolt. MATERIAL: aye" steel ' Typical RP6 FINISH: Simpson gray paint Installation INSTALLATION: Use a 3Y4" diameter rod. OPTIONS AVAILABLE: Hot -dipped galvanized; specify HDG. • • MATERIAL LTTIMTT 71ESS�ON -- FASTENERS MAXIMUM ALLOWABLE LOADS ® o Ideal for retrofit or new construction projects, LTT and MTT Tension NAILS BOLTS PURLIN HOLDOWN LTT19 Ties provide high strength, post -pour, concrete -to -wood connection. 191/t 3/4 The LTT19 is designed for 2x joists or purlins. 1250 The LTT20 Light Tension Tie is for nail -on applications. LOAD TRANSER' ® y The LTT20B Light Tension Tie is for nail or bolt -on applications. The 3" PLATE -WASHER �. b nail spacing makes the L1720 and L17208 suitable for wood I -beams if NOT REWIRED \ •O 10d commons are substituted for the specified 16d's. 10-16d 2-tft 1750 1750 1560 The MTT28B Medium Tension Tie is used when a heavier connector than ,�� LTT19 +�/ 2711/16 the LTT is needed. 24-16d 4.1A MTT280 MATERIAL: See table O • FINISH: Galvanized Patent No. 4,744,192 INSTALLATION: • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the strap portion to the bottom or side of pudin or beam (minimum 4x b /� • member, except LTT19). Bolt the base to the wall or foundation with a suitable anchor; the required bolt diameter is specified in the table. � ", / . DAD TRANSFER , o 4i CODE NUMBER: BOCA, ICBO, SBCCI, No. NER-393. `1'sA. -WWII � • LOADTRANSFER PLATE -WASHER NOT REQUIRED / / L "ifs LTT208 - / ® LTT20 Typical MT1 InstallE , Typical LTT19 Installation Typical LTT20 Installation N Typical MTT280 Installation as a Holdown 1. 16d sinkers (9 a It 3'/P) or 10d commons may be substituted for 3. Allowable loads have been Increased 33% for wind or earthquake the specified 16d commons at ?A of the table loads. loading with no further increase allowed. 2. The designer must specify anchor bolt type, length, and embedment. 4. Bolt values are based on a minimum lumber thickness of I W. 14 0 Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. MATERIAL ' FASTENERS MAXIMUM ALLOWABLE LOADS MODEL NO. STRAP PLATE LENGTH ANCHOR BOLT NAILS BOLTS NAILS BOLTS PURLIN HOLDOWN LTT19 16 a. 3 a. 191/t 3/4 8-16d SINKERS 1250 LTT20 12 a. 3 a. 20 1h 10-164 1750 LTf20B 12 a. 3 a. 20 3/4 10-16d 2-tft 1750 1750 1560 MTf28B 12 a. 7 a. 2711/16 3/4 24-16d 4.1A 4320 3615 2940 1. 16d sinkers (9 a It 3'/P) or 10d commons may be substituted for 3. Allowable loads have been Increased 33% for wind or earthquake the specified 16d commons at ?A of the table loads. loading with no further increase allowed. 2. The designer must specify anchor bolt type, length, and embedment. 4. Bolt values are based on a minimum lumber thickness of I W. 14 0 Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. 1 ,VLm PLyWoDo 2DC Buda Q lL �� �amf �s c fogtL am. (I 3/.51' Atoj (� � 1, �`�D ►30 - L16* STOLE% 0. &.4c -c- E.N.-su-rr.&La-.SevoWT 2x BLtjcv.o- Pk -K eocGs s�rvcco 3�L� �i.`lUIU"Cl►� C� -CG- S� 0 . . � C� •5z�t�t..,Q @ (o`�c.c SIJ. CI 3/t�`� ��e�. 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R U D ERAL )�>\iN LVSVS (O.o NT � �1(�Ol—t3 �j13 t/o PL S.LSXD2 0�2 ,SS D� 4Zo cr,612�c(�C� 28 K T' UJ� Z -1 X O .C� ILS � 0 . l `t-( �i al 1 4 2a 2-z 1rzZ 0.58 T----C� -2 CD K 0-1 PL - Pi2 c�2 25012 z ©�0�� 1Q W u.) Ai 3.42' k'A Li eL -a 24,c'1 K000- -2-.6,Z X22 2- v<2 !�-X 0 012y n .-120V-- `yR --2- 6. l4q X 2.4Zbc°1 DC 1 _�i'L � �. 53� ��ULDfJtlLl11�1 I��QV IYL� TL.= (to Zn�-- 0,2A i- ---& q-2 — 0.4 4- a V3.y22o2.� LATERX- L PvN A LYSESC ,,�� �t'�-c.3 -7/0 a IQst t �-• `T'2 lL fj-" q&0. EL z l,�w �vtin�ul��l RQD 3.42 %quo 1Qaa1 ) S KktkjvAAk = I ,i ZX aLQ- o- 12o uj iTt4 /Z z -ntq,4�Y -ao 9-b ( 30 N M.. 12? -EF"E® Aw-twt gc� vc--�i r o l S 1� 5 c Q U Prc u �S d Gam. h-6 off' --lscnss s 1phc�- 1A03c,Ag` Scw1 V rJ Pt �I �2 �4 wap vC1 N L`1 -AZO Sc- t=vci �2 � NCHOR AND TALLER TEST ECTION headed Shown; Similar 6' _ I ANCHOR DIA MINIMUM2 MINIMUM EMBEDMENT END DISTANCE I. do PLNN ' ANCHOR Anchor Spacing HDAIHD HOLDOWN i SECTION ANCHORAGE DESIGN Threaded Rod Shown; , L Similar — In a continued effort to provide current and accurate wood 6 21e111111IMUMIOR connection information, we have completed testing on a wide range — ' • ANCHORS ACTING IN •:;-, % T of concrete anchors. The anchorage configurations are designed to 12 - ETI 9MAMETIME. be made by others and used with Simpson Strong -Tie holdowns. — le MINIMUM MEW Match the anchor diameter of the holdown with the appropriate Typical . configuration on this page. (To locate manufacturers of anchors for Holdown Anchorage use with existing concrete, contact code authorities.) 9 9 This information is provided so you can compare options and ONCRETE. SURFACE select a concrete anchor that best suits your needs. THE DESIGN ENGINEER FOR THE JOB MAY SPECIFY AN ALTERNATE 17/8 — ANCHORAGE SYSTEM PROVIDED THE ANCHOR DIAMETER 12 1 IS THE SAME. t.-d �; : '' le le le Five basic anchor types are listed in the table: three hooked, 3315 - •;; : : f . ;: smooth rods; one standard hex head bolt; and one straight threaded rod with two nuts and a washer (see illustrations). Anchor 174 — CV dtypes C, D, and E are ICBO listed (report nos. 1211 and 4448). 14 Anchor types A and B are the result of extensive tests and . : ;� ;• t analysis at the Simpson facility witnessed by a code certified C ANDD E B independent testing agency. Test assemblies were constructed to 13/4 3 — 4 simulate continuous concrete foundations to determine the pullout - J -BOLT L -BOLT HEX HEAD THREADED strength of the anchor only. For each configuration, one fourth of •3d for••12d for Anchor D BOLT ROD WITH the average of five ultimate loads is shown in the table. up to 1• Anchor 4d for Anchor A • TWO NUTS •3d—Anchor AND This information must be used in conjunction with other sound sd for 1�A• and 1 N•Andlw D up to 1' 4d —Anchor o over 1• WASHER engineering principles p p system. 9 ng P Clples t0 develop a complete structural stem. Anchor A Must Be Bent Without 11 ya �.EE1RROF Craching on the Outside of Bend Portion — NCHOR AND TALLER TEST ECTION headed Shown; Similar 6' _ I ANCHOR DIA MINIMUM2 MINIMUM EMBEDMENT END DISTANCE I. do PLNN ' ANCHOR WASHER TEST i SECTION '. Threaded Rod Shown; , L Similar NCHOR AND TALLER TEST ECTION headed Shown; Similar 6' _ I ANCHOR DIA MINIMUM2 MINIMUM EMBEDMENT END DISTANCE I. do MINIMUMS CONCRETE STRENGTH (pal) ANCHOR MAXIMUMIA•e.y ALLOWABLE TENSION LOAD A 1 8 C and D E to DIMENSIONS ds4 S1 Sz R1 Rz 12 5 2500 3055 3975 — - 6 13/4 3 —1 4 — e� 12 12 2500 4690 — — — 6 13/4 3 — 1 4 1 — 9 9 30003315 6 17/8 — 12 1 12 2000 3315 6 174 — 14 5 • 2500 4065 4180 — — 6 13/4 3 — 4 — 3/4 14 14 2500 4745 5700 — — 6 13/4 3 — 4 — 11 11 3000 1 — — I — 4770 6 23/t — — — — 14 14 2000 4770 1 23/6 — 15 5 2500 1 5325 1 5810 8 13/4 4 1—.1 4 1 — 15 15 2500 5900 .6400 — — 8 13/4 4 — 4 — 1 15 15 3000 6080 6 23/� — 15 15 2000 1 6080 6 23/4 — 20 5 2500 7950 8425 10 13/4 31/2161/21 4 1 15 20 20 2500 •9700 10100 10 13/4 31/12161/2 4 1 15 30 5 2500 — 113 — — 10 23/4 31/2 61h 4 15 11/g 30 30 2500 149b0 10 23/4 31f2 61/2 4 15 15 15 3000 15550 6 23/4 — 30 30 2000 15550 6 23/4 — 20 20 3000 17500 6 23/4 — 11/4 26 26 2000 15040 6 23/4 — 30 30 2000 17500 6 123/4 — 1. Loads may not be increased for short-term loading. 2. Anchor embedment length is based on a single -pour concrete foundation. Double -pour foundation systems, masonry walls, and masonry footings must be evaluated by the designer. 3. Concrete compression strength is the minimum allowed for the anchor load. No special inspection is required for foundation concrete when the structural design Is based on a strength no greater than 2500 psi (1988 Uniform Building Code section 306ja)1). RP6 10 - o Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. 4. Concrete edge distance d. is for concrete exposed to earth or weather; for concrete cast against and permanently exposed to earth, d, = 3" plus half the anchor diameter. 5. Anchor bolt E must be ASTM A307 orpetter. All others must be A36 steel or better --- 6. The configurations in the illustrations are the minimum to develop the load given for anchors A and B. Refer to the code for other minimum design criteria. 7. Test data for 11/4' diameter anchors were not available at time of printing. PRETRO' PLATE Heavy steel plate fits on the outside of masonry buildings and helps tie the walls to the roof or floor structure with a 1144" diameter bolt. MATERIAL: W steel Typical RP6 FINISH: Simpson gray paint Installation INSTALLATION: Use a V4" diameter rod. OPTIONS AVAILABLE: Hot -dipped galvanized; specify HDG. i V/V. -E 9/13 - • MATERIAL LTTIMTT TENSION `® .o MAXIMUM ALLOWABLE LOADS MODEL NO. STRAP PLATE Ideal for retrofit or new construction projects, LTT and MTT Tension NAILS BOLTS NAILS BOLTS PURLIN HOLDOWN Ties provide high strength, post -pour, concrete -to -wood connection. 18 a. 3 a. 191/6 The LTT19 is designed for 2x joists or purlins. 8-16d SINKERS • The LTT20 Light Tension Tie is for nail -on applications. n�0 LOAD TRANSER' ® �� The LTT208 Light Tension Tie is for nail or bolt -on applications. The 3" PLATE -WASHER �.. b nail spacing makes the LTT20 and LTT20B suitable for wood I -beams if NOT REQUIRED \ .O 10d commons are substituted for the specified 16d's. 3/4 10-16d 2-1/t The MTT28B Medium Tension Tie Is used when a heavier connector than LTT19 +.v 12 a. 7 a. the LTT Is needed. 3/4 • �` MTT2813 MATERIAL: See table O Patent No. 4,744,192 FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the strap portion to the bottom or side of purlin or beam (minimum 4x V6 O member, except LTT19). Bolt the base to the wall or foundation - �ti with a suitable anchor; the required bolt diameter is specified in the table. / . LOAD TRANSFER , o �REQUI �� CODE NUMBER: BOCA, ICBO, SBCCI, No. NER-393. LOAD TRANSFER PLATE -WASHER ��•. NOT REQUIRED 0 e D LTT20B ryAl LTT20 Typical MT1 Installi e 14 Installation ical 19 Typical LTT20 Installation Typical MTT280 Installation as a Holdown 1. led sinkers (9 a x 3Vi") or 10d commons may be substituted for 3. Allowable loads have been increased 33% for wind or earthquake the specified ted commons at rib of the table loads. loading with no further increase allowed. 2. The designer must specify anchor bolt type, length, and embedment. 4. Bolt values are based on a minimum lumber thickness of 1 W. 0 Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. MATERIAL ' FASTENERS MAXIMUM ALLOWABLE LOADS MODEL NO. STRAP PLATE LENGTH ANCHOR BOLT NAILS BOLTS NAILS BOLTS PURLIN HOLDOWN LTT19 18 a. 3 a. 191/6 3/4 8-16d SINKERS 1250 LTT20 12 a. 3 a. 20 I't 10-16d 1750 LTT208 12 a. 3 a. 20 3/4 10-16d 2-1/t 1750 1750 1560 MTT28E1 12 a. 7 a. 2711/is 3/4 24-16d 4-1/t 4320 3615 2940 1. led sinkers (9 a x 3Vi") or 10d commons may be substituted for 3. Allowable loads have been increased 33% for wind or earthquake the specified ted commons at rib of the table loads. loading with no further increase allowed. 2. The designer must specify anchor bolt type, length, and embedment. 4. Bolt values are based on a minimum lumber thickness of 1 W. 0 Copyright 1991 SIMPSON STRONG -TIE COMPANY, INC. G�1 .1 . i f f -Q i -Q i VLq & wood 1za Lk 9C 2-9 0 -if 2� P T5 --� 2x KLm �a� C. STOLE' L�cc. t.W.—sttr.&&LQ2o\.vdT —2X Blc,cV- EDCE's .-- s�rvcco C its (��ec IJ. C t 3/t�`� �� in►e�. wlu. k S6WLeS C 44cc U N. 6!lt�R' &t s -� 51-bw 93,2 C (1�9Ps- �,/ 4 29- `U _ �3 Q- 4 -2--Z hO-CatvL G&X- ./ S��CZ Numi Af�'Le Ldm - PMACLa- A--&' 6c Elk -a- Z9n (i l '�Z uO f ley- (A ocu qr- 29CH �A wo�alw 2S-,46n.R,e . v - 4-S9 V. ujul T- sikkokz �u? 0/112 n la2v(� . ICoC�A S PLEB -1``,I" Vtn\1E7 4qc.L E -m 12 L f+LLOW ��C C NeSZ 2�� = -Z P3 Ids -. VaGe- v-I U ?LA-K1 LULL ELIO �LHI�Jvt�� 2x F a W. c Kr.' (2 [C.4cc.. �o5rky A -k �h. ll o5UC OJA-V. OTA- -- J� RESIDENTIAL PLAN CHECK[NG GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS MISCELLANEOUS ITEMS TO LOOK OUT FOR:,- Stairway details: landings, rise and run, head clearance, handrails (Section 3306). Guardrail details (Section 1711 and 33060). B .ck or stone veneer (Chapter 30). E erior plaster - weep screeds (Section 4706): er roof pitch for roof covering (Chapter.32). Roof covering type - (fire hazard). Foam insulation - protection. 3 " halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. o exits on three-story dwellings (Section 3303 and see Mezzanines - 1.7,16). 1- Attic access and ventilation- (Section 3205). Underfloor access and ventilation (Section 2516). Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. - nergy design. ashing at all exterior openings.. • . r A;'-t.D.F. responsible area re uirements. ® S ion aX4,*a y"l d� 9111, w-- - . - RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY OWNER:�� TT BUILDING PERMIT NUMBER: PLAN CHECKER: ASSESSOR PARCEL NUMBER: J a CaNERAL oning requirements: (sideyards and number of permitted living units). �Laluation. s signed by designer. roper description of work on application. 5Existing violations on property. 6� tems on data sheet, (Impact fees, Health, Developer fees, License law, etc.). IRecorded notice of violation. L -OT PLAN: Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. er buildings or structures. rading, fills, and drainage. Flood hazard. ,Special conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations). !V,FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: 1. Complete to scale plan with dimension's. Required windows for light and ventilation (Section 1205). Required windows for second exit (Section 1204). Skylights (Chapter 34 & Section 5207). Human impact glass (Section 5406). Required room sizes, ceiling heights (Section 1207). F.C.I. in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Section 503(d)(3) ). 1 - 3'0" exterior exit door (Section 3304 (f). Fireplace and wood stove location, alcoves and clearance. 4 Smoke detectors (Section 1210). Plumbing fixtures, water closet clearances and shower size. TRUCTURAL DETAILS: Standard bracing or engineered design (Table 25V). ,jr Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations -and plans. t.Floor oundation plan complete enough to construct building. construction details complete enough to construct building. levations and wall construction details complete enough to construct building. oof construction details complete enough to construct building. ireplace construction details and cals if necessary.after ties or bearing ridge beam. arage door or porch header sizes. tud heights. dobe soilsspecial foundation design. etaining walls requiring design:_pecial Inswpecti1on required. ` �Q.G(. GL�tIL May 1995 3.2 0 Point. System Summary: Climate Zone 11 ri- ProJeot TIUo BUILDING DATA Conditioned Floor Area Number of Stories Slab/Raised Floor Check all applicable Unit Type condition(s): [v� Single Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ I Multi -Family (MF) [ ] Existing -Plus -Addition SCORECARD Measures x G P -2R 1. Ceiling Insulation rof7 or R -value 1381 U -value 10.0281 2. Wall Insulation or R -Vanua 1191 u -value [0.0651 3. Raised Floor insulationR-val_ ��or — U -value [0.0371 4. Slab Edge Insulation 641A or R -v—' alue [o] F2 factor 10.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) DT 6. Fenestration Heat Loss I? ,uJP_ 101 '4' Type U -value 10.651 Total % Fenes. [161 7. Fenestration Heat Gain Fenestration O Area % North Ido 11 East Gl/ 1.0 South /L 141 b"L 8•y West 44 _ ' 2.#2 Skylight 14. ®. Total _ I01.2 /y 1. Ceiling Insulation rof7 or R -value 1381 U -value 10.0281 2. Wall Insulation or R -Vanua 1191 u -value [0.0651 3. Raised Floor insulationR-val_ ��or — U -value [0.0371 4. Slab Edge Insulation 641A or R -v—' alue [o] F2 factor 10.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) DT 6. Fenestration Heat Loss I? ,uJP_ 101 '4' Type U -value 10.651 Total % Fenes. [161 7. Fenestration Heat Gain or P. It,, O % Fenestration SCshade open Eff. % Fenes. Shade Eff. Rata North 1.1 X .4, _14,97 —Itle East 1.0 X = = v South &!!!�f X _ West 2. X X , t = Skylight.X SEEq [10.01 pact ENS [t story Overhangs? ( Y / N ) 8. Interior Thermal Mass 9. Exterior Wall Mass 10. Heating System 11. Cooling System 12. Water Heating: System 1 �e(SC3 Wipe System 2 Heater Type [None] Form Revised January 1102 t4 or P. It,, O 96 Exp. 810-1201 Int. Masa/CFA �a O Ext Wall Mass I,p X AFU or HSPF [78% or 6.81 Dud Eff�tsry: 0.83; 2+ story: 0.881 ENecdve AFUE orHSPF I O.O X , t = et SEEq [10.01 pact ENS [t story Effective SEER 0.81; 2+ story: 0.8 Point Scores r Sum 1.6 7 Zonal Control Adjustment 101 .440 id. 4ow1�-- , Energy �� for t. In�12 'value Auxiliary put N Is stribution 00 v � � nerpy Factor Ext. Ina. R -value nF Dei 1 0 Pint Total. Point Goal: Sum O �L Zonal Control Adjustm nt 101 O Zonal Control Adjustment 101 .440 id. 4ow1�-- , Energy �� for t. In�12 'value Auxiliary put N Is stribution 00 v � � nerpy Factor Ext. Ina. R -value nF Dei 1 0 Pint Total. Point Goal: Certificate of Compliance: Residential (Page 1 of 2) CF -1 R OT" NVLJO' _ to la /-lop Project Title Date O1�I�L� Project Address Building Permit 8 Aso-,, I ��� �'rl� I Plan Check/ Date Documentation Author Telephone pa 161'r I I Field Check / Date Compliance Method (Package, Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 4p+;2 ft2 Building Type: Single Family Addition (check one or more) Mufti -Family Existing -Plus -Addition Front Orientation: North / East / South / West / All Orientations (Input orientation in degrees and circle one.) Number of Dwelling Units: Floor Construction Type: Slab CqFloor (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly. Location/Comments Type R -Value LI -Value (attic, to garage, typical, etc.) Wall .............. AT/a Wall .............. Roof ............. / Roof ............. Floor ............. Slab Edge .... FENESTRATION Shading Devices Fenestration Area Fenestration Interior Exterior Overhang Framing Type Orientation (sf) U -Value (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal/wood/vinyl) Front..... ,�i.� fi I��I:I�i_ �/l►Q1�lr Front..... ( ) .04 Left....... Left ....... Rear ..... (o/) I Rear ..... Right..... (\�4 — b Right..... ( ) Skylight ....... Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches Location/Description kitchen, bath, etc. Revised December 1992 Certificate of Compliance: Residential (Page 2 of 2) CF -1 R d� +�U�� Factor or .►o Io Iv, Project Title Recovery Standby Date HVAC SYSTEMS Efficiency Loss (%) J 'Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design -Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE/HSPF ducts/attic, etc. R -Value T (split or acka e Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct. Thermostat Configuration heat pump, eva . cooling) SEER .. attic, etc. R -Value T (split or package) WATER HEATING SYSTEMS For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2:75,000 Btu/hr), list Rated Input, Recovery Effidency.and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) PjOr 4 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 fora single building plan to be built in orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. < ; Designer or Owner (per Business & Professions Code) Name: Title/Firm: Address: Telephone: Lie. #: (signature) (date) Enforcement Agency Name. rue: Agency: Telephone: (signature/stamp) (date) Revised December 1992 Documentation Author (signature) (date)•.. Energy' -External Ratedf Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby Insulation Type Type . in System or Btu/hr) (gallons) Efficiency Loss (%) R -Value For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input 2:75,000 Btu/hr), list Rated Input, Recovery Effidency.and Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovery Efficiency. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) PjOr 4 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 fora single building plan to be built in orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. < ; Designer or Owner (per Business & Professions Code) Name: Title/Firm: Address: Telephone: Lie. #: (signature) (date) Enforcement Agency Name. rue: Agency: Telephone: (signature/stamp) (date) Revised December 1992 Documentation Author (signature) (date)•.. a Thermal Mass Worksheet WS -:1 R Project TIUe Date INTERIOR THERMAL MASS; METHOD B Method B is one of the two possible options for calculating interior mass as explained in Section 4.2.of.the Residential Manual (RM). The other option, Method A, is a simplified method to take thermal mass.credlt:for concrete slab -on -grade only. This worksheet is not required for Method A.' Method B must, be usedt'to°take thermal mass credit for any mass elements other than concrete slab -on -grade. , Calculate the Interior Mass/CFA value usingthe worksheet space below. Look up the Unit Interior, Mass.,Capacityy (UIMC) for each interior mass surface in RM Tables 4-9a, 4-9b and 4-10. Include the interior.:surfaces'ofiexterior' mass walls. For interior mass walls exposed on both (two) sides to conditioned space, enter the surface area of only one side. Include the Inside surfaces of exterior mass walls as explained In Sectlon'4.2 of the* RM. Unit Interior Interior Descri tion 11 Masl s i ea x Mas Capacity Mass Ca acity X = X = X X = X,= X = X = Total CFA EXTERIOR WALL THERMAL MASS_::.: Calculate the, Exterior Wall Mass of all exterior walls. Lookup the Exterior Mass Factor for each opaque wall' ,,,•; ' element from RM Table 4-10.. Only exterior mass wall surfaces maybe included In this calculation: Opaque Exterior Description Wail Area Mass Factor X = X _ Y. X = X = X X _ Conventional a s x 0 Total: Total Opaque Exterior.,';> . Wall Area Wall Mass,`;� ;• ` Revlsed December 1992 Water Heating,Worksheet H, QWA! 1 Project Title Date No. of Different Water Heater Types. I Notes: For -single family dwellings with mull Heater Type# I Data A. Water. Heater Type (check one) -Storage Gas —Large Storage Gas _Storage Electric _Storage Heat Pump .—Instantaneous Gas _Instantaneous Electric —indirect Gas B. Manufacturer C. Model No. D.. Energy Factor E' - Gallons F. Pilot MIT G. Recovery Effic. H. Added R -Value I. Auxiliary Input (check one or both) Wood Stove -Solar; Active.or.Passive J. Distribution System (checkone) ZSlandar4 Z --Hot Water Recovery (HWR) __Point of Use (POU) Pipe Insulation (P.1) _Recirculation: No Control _Recirculation: Tuner _Recirculation: Temp _Recirculation: Time/Temp _Recirculation: Demand _HWR +'Recirculation: Demand —PI + Recirculation:. Demand Energy Use Calculation 1&Standard RecoveryLoad 1.89 (from Table 6-5) :. tb. Distribution Credit/Penaltyy (from Table 6-6) 1c. Solar Energy Credit (from DHW-4)' ' I d. Adjusted Recovery Load .(1a -1b -1c) 2a. Basic Energy Use 49 (from Table 6.7) 2b. Storage Tank Insul. Credit 0 (from Table 6-8) 2c. Wood Stove Boller -Credit Z7 (from DHW-4) 2d. Proposed Energy Use . (2a - 2b - c) . 3. Sindird En2ergy Usq F7�;7.1 (from Table,65-5), 4 For Prescriptive Compliance (one Ovatei 5. For Point System Compliance (one wat Total No. of Water Heaters.. 14 iple water heaters, also submit DHW-2A for mi Heater Type #_ Data A. Water Heater Type (check one) Gas —Large Storage Gas __$lorage Electric _Storage Heat Pump Gas —Instantaneous Electric Indirect Gas B. Manufacturer C. Model No. D. Energy Factor E. Gallons F. Pilot BkAv G. Recovery Effic. H. Added R -Value 1. Auxiliary Input (check one or both) --Wood Stove ___Solar, Active or Passive J. Distribution System (d" one). —Standard —Hot Water Recovery (HWR) _Point of Use (POU) Pipe Insulation (PI) No Control —Recirculation: Tuner —.Recirculation: Temp The/Temp Recirculation: Demand —HWR + Recirculation: Demand —PI + Recirculation: Demand Energy Use Calculation I a. Standard Recovery Load (from Table 6-5) 1b., Distribution Credil/Penalty . (from Table 6-6) 1c. Solar Energy Credit (from DHW-4) 1d. Adjusted Recovery Load (1a - lb - 1c)) 2a. Basic Energy Use (from Table 6-7 2b. Storage Tank Insul. Credit (from Table 6-8) ' 2c. Wood Stove Boiler Credit (from DHW-4) 2d. Proposed Energy Use (2a - 2b - 2c)'. . 3. Standard Energy Use (from Table 6-5) 'heater per dwelling unit): Line 2d must not exce ir heater per dwelling unit): 110' x (Line 3 - Line Corglitloned Fk*r.J ltj-family buildings; also. submit DHW.-2B.'. Heaterjype Data All, A -' Water Heaterairpmchecli oneii., torap ::eL ;StorageGas. lorarg" J� Heat;Purnp�i.'.'� tantaneous IndirectGas" B. Manufacturer; C.WdelNo. D.' Energyfactor E...Gallons FPilot 8Wr G. • Rec6ery, Effic. 777= K. bo wood tot ' o ve J., - DistrMon, one lstilll=ts Hot,Waler,Reco --Po1nt'otUse,(I?,OU) —200!sL" (P41) Recirculatiom No, 'RecirculationnTimer, ::I:1ecirqAi*;1Temp _Recircqlafion:. "R eardilition:16sim"and -.LHWR. Rear 1V - I. Energy,,.UssiCalculatl( 1a.'Sta62rd.Recovery,LqiO (f rom'TabW 6, 5)i 1b. Distribution Credit/P (fromiTable 6-6)t",J,,� 1c..SoIar,Energy.Credit14' (from, DHW-4) Id. Adjusted Recovery, 2a. BaLsicfnergy,luse (from1ablePIK, 2b. Storage Tank ,fti'Credit , (from 'Tabli'6-8).... 2c. Wood Stove Boiler.CrediC" (from DHW-4) 2d. Proposed Energy.Usq,-il C 31 3. (from Table.6-5) 7 ed Line 3 for Heater Type #1. 2dYCFAJ / 500 Btu/S1-yr • Water Heating for Single Family w/ Multiple Heaters ryX�M DHWa'2A Note: In addition to INs form, a DHW-1 Water Heating Worksheet must also tie suWided.to.doment waterheater.Ws). Single Family Project Data 1. No: of different water heater types: 2. Total conditioned floor area: Q, ­+; f? No.'of ' Heater Heaters Type # Manufacturer & Model No. 3a=. Iss #1 � 3bz 3c= #3. 4. Total -Number of Water Heaters 5. Standard Recovery Load: 15,/i from Table 6-5 based on linen 6. 7. 8. 9. 10. 11. Recovery Load per heater: (line 5/I1ne 4); entgnortNW-1,4ine14 for each Heaterjype and�omplete < calculation through:ine 2d Proposed Energy Use, Heater Type #1:-O (DHW-1, Type:#1line 2d),x (line3a) Proposed Energy Use, Heater Type #2: 01.4 (DHW-1, Type #2li7 2d) x (line'33b). • DHW-1 Typo #3 Irne'2d) x(line 3c) Proposed Energy Use, Heater Type #3. N ( Total Proposed Energy Use: tri D (line 7 + line 8,+'.Iine',9). Standard Energy Use: 4,.l from Table 6-5 based on' line 2' j r Compliance 12. Prescriptive Compliance: Line 10. must be equal to or less than line 11. See Section 6.1 and -Chapter 3 in the Residential Manual for details'. 13. Point System Compliance: [106 x (line 11 - line 10)/(line 2)j / (500 :Btu/sf-yr) ._ See Section 6.1 and Chapter 4 in the Residential Manual for details. RevisW Jwmfy 1992 .'Mandatory Measures Checklist: Residential K61:9 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless,�of the"d .mplLance = roach used. Items marked with an asterisk ' approach () ma by4more u'rements ;be. su sgingentjcompliari y persedeki listed on the Certificate.of Compliance. When this checklist Is incorporatedfint6ithe�permi documents the features noted shall be considered by all parties as'binding'minimum`componentpeiformance•specificatlor�SAO r?t mandatory measures whether they are shown elsewhere in the documents or on,this cher list'o I ` DESCRIPTION DESIGNER • ENFORCEMENT Building Envelope Measures * §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 framed walls (does not apply to exterior mass walls).: * §150(d):. Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 pern-dinch. §118: Insulation specified or installed meets California Energy Commission quality standards. / Indicate type and form: V §116.17: Fenestration Products, Exterior Doors and InfiltratioNExfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.. §150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards. : ✓ ..: §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. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.;•tl §150(i): Setback thermostat on all applicable heating systems. w ' t §1500): Pipe and Tank Insulation 1.. Indirect hot water tanks (e.g.; unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating s stems realer ( insulated R 4 or greater). .' .;; 3. All buried.or ex piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. *§150(m): Ducts and Fans. 'wlr i t h 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum.installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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:. §114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions P 9 no electric resistance heating and no pilot light. 2. System is installed with:r y a At least 36' pipe between filter and.heater for future solar healing. • b. Cover for outdoor.pools or outdoor spa 3. Pool system has directional inlets and a circulation pump time switch. §115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously buying pilot light, (Exception: Non electrical cooking appliance with pilot < 150 Btu/hr.) ✓ _ y� r': Lighting Measures_ §150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Revised January 1992. A L=4' oL= �4' � , L=4' o GARAGE +18" • WP.' GFI 4 N O � � in GARAGE WALLS. SHALL FL. / BE 2X4 STUDS U.N.O: 1 I cv 3036 � GONG. m 7P AD - " 3068 ' ALT. o �I m 180'10 SECTIONAL GARAGE DOOR L=3' ALT. 4030 SL. .51/8"XIS 1/2" GLULAM HDR. 24F -V4 ® L=4' L=3' A 2 V-0" b' -O" 18'-O" 32'-0" 0� L=4' mi FLOOR PLAN hil FL�CIP.IC&I pI:AN N01�5 L=4' O N 301.00' 5'1.00' 41.001 W m r z 24'-W /Q /--.* lU]� 0 b -------------------- — -- I II I I I u�y o ,00 C 11 I I Z v I I I I --� '• � � ii iI > Q® Z II II . I I I I I f I I �• D i i age'• i i E y Z m I I �9F I I u �� � $ $ I I �°9• I I m IS I I Q m I I I I • I I I I I I I I i a I I I I I I I I I I 1 I I r I I I ��w • � I I -----------J I ur — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — b V-1 24'-0' 4� ® t 34'-0• 24'-W HUMpp U T U U > Fi ppp '10 9T LI SRI �� n z66g p _ 8 O $nXVAt`b '6 S k; 6 s 64$'p! P § m� 8 �ypoi�o ��X�oFn� -SaP ��L p- Fpti yv� rL o A. €� u m �iVflSppp s t� aa 296'-0' Y • A s NORTH Q d c -' z� Z j o8 A GARAGE FOR: GARY & JANETT OTT 50 WALLY 8 LANE OROVILLE, CA AP#: 068-130-132 ENDEAVOR HOMES vw, , OROVILLE CALIFORNIA 95965 PO BOX 1947 �• TELEPHONE (530) 534-0300 1C FAX (53 0) 534-5269 s s b- I —-------------------- ---� O I I I I 4050 9LL? • ,\ D �I I I I O " ' I 1 I I ;® \ Z I I I I > I I I I I I I 1 I I $ I I D Z u $ $ ° � 7p0 �' I I S� • I I Q $ o +e rn ® 4 I I o I I m I I I I I I I I I 1 I I I I I I I 1 I I I ti 1 I I 1•'� W . I I -------------- I Au�� ------------------------------ 4`"Q• 24'4 24'-0 m 4 � r z pe_ d CO QID A GARAGE FOR: GARY & JANETT OTT 50 WALLY 8 LANE OROVILLE, CA AP#: 068-130-132 a Bila, ht all. Pig d g dao 8ga a Hs 1 7E we�. S}s u �_li2bb S R� Fill o se o 8 8 a ° Rd Md L E $ 6 kvr NORTH I 8 ENDEAVOR HOMES OROVILLE CALIFORNIA 95965 PO BOX 1947 �• • TELEPHONE • (530) 534-0300 yC FAX (530) 534-5269 muln n� W =Ilk, c12. Q fi s O s 0 (P G) •• i F F I N � •-� � x A GARAGE FOR: GARY & JANETT OTT 50 WALLY 8 LANE OROVILLE, CA AP#: 068-130-132 a Bila, ht all. Pig d g dao 8ga a Hs 1 7E we�. S}s u �_li2bb S R� Fill o se o 8 8 a ° Rd Md L E $ 6 kvr NORTH I 8 ENDEAVOR HOMES OROVILLE CALIFORNIA 95965 PO BOX 1947 �• • TELEPHONE • (530) 534-0300 yC FAX (530) 534-5269 0 z S m r z �.•0 b �� 'Op o b "� z � o r z a P z :® 5 � � m 4 Q 4 Us 34.0 8 CD +f B ori 3 � Z I C Z [1 C> a) G r 4 A GARAGE FOR: GARY & JANETT OTT 50 WALLY B LANE OROVILLE, CA AP#: 068-130-132 _Rgj I Bei $1) leg P ° 3 '16�tx` d a2Max }MH vQ19 N ° <° J, 8 oil T1. Ra"! Mwgm °�_� fctii 6 RU 8 �49"tid Pig ISOM 4910 $�hk Iva s ° NORTH ENDEAVOR HOMES V OROVILLE CALIFORNIA 95965 PO BOX 1947 �f• TELEPHONE u (530) 534-0300 y d FAX (530) 534-5269 CDF FIRE SAFE REQUIREMENTS AP# PERMIT" # NM, E Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. 'these requirements are minimums and wild be superseded by Butte County local regulations which equal or exceed these standards:. Field ins ections will be made by the Butte !County Building Department for compliance. ' 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these - standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance, r, must; be provide for by the land owner. <i _rivewav Standards ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appjrteaant structures which supple- mens the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparawi_s weighing up to 40,000' pounds, [`�] 1273.03'. Grade. Not to exceed 16 percent unless sued. P p ,> 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of SO - 100 feet radius_2 feet to those from 100-200 feet. C] 2. The L ngth of ver i_�Ll curves in roadways exclusive 11 of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [j 1273.05Turnarounds. I£ required, will have a minimum turning / radius of 40 feet from the center of the road..a ' [] 1213.05 Turnouts. Shall be_a minimum of 10 feet wide :and 30 t� feet long with a minimum 25 foot taper on each end. [Yj 1270.10' width6 x,11 driveways shall provide a minimum 10 foot ' traffic lane and unob:,tructed vertical clearance of 15 feet along its entire length: ., Page 1 ,off ;0 Zt _.".,w-.,..++:---.... .•,.,-,,-.,i.._...,.^:,.,yr,....-...-.,-rv.rv.�.^.'--" 1�.r'�----^""--.T- r ti _.AP # ?PERMIT # ;NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but l less than 800 feet in length, shall provide a turnout near the midpoint of the. driveway. Where a driveway exceeds 800 feet, turnouts skull be provided no more than 400 feet apart, [ 0 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and i shall be within 5o feet of the building;. ' 1273.11 Gate's _ J 1. Gate entrancesshall be at 'least two feet wider than the roadway. it serves, 2. The gates must be located at least 30 feet, from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway., l 3. Where a one-way road with a single traffic lane provides entrance, a 5b foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space, 1. All parcels 1 acre and larger shall provide a mini - Mum 30 foot setback: for buildings and accessory buildingsWil] pro lines and/or the center buproperty y theildin road.s road, [ 7 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. see Other Requirements below. [Xj 1276.02 Disposal of Vegetation and Fuels. Disposal, including rr / chipping, burying, burning; or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and E construction, road and driveway construction and fuel. f modification shall be completed prior to completion of road construction ,r final inspection of a building permit., L • Page 2 of 3 i_ i 9 �. i i, 1 e ... '� ', �;� � _ i rt.' � _. rx. '.. 1 < �i ^� F , ' ,�:'. i. s• - _. � �. }.. ��,. M �. _. i ,..,, ,. - i ��. _ �� y I �A, � .. �. 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