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HomeMy WebLinkAbout040-160-064TO: Building Division- Development Services FROM Environmental Health SUBJECT: Sanitation Clearance Owner -Location Plan Approved for: Sewage Disposal: Water Supply: Public Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental FTe—alth Specialist Building Clearance 9/2005 E.H. USE ONLY Plot Plan Attached t Floor Plan Atfached�- Sent to BD/DS / ?1-q-laJ 7 AP# Private Well A Date to 0 i Cl .:i'JP. 4 01.50 :F m r— `S+ d I / I� -1p ® �- _ . 04 9'-- 2 .�._ Y to S -0- _.1P to MAIM r_ �R(D.aC�) to'An wwow r F 1 II ALlOPP OVED. t:�u{rJ tll ' �4 > Ok, 5F Li Q _ I/agll LJJ I.....m..�....�,.u...,.+..n..�o..+nM.� .III h- -� �/�lq�g4J�i�1���1t,°r��ML"L✓�I IR./1'I J'Yf� Pvt.,?"�'� ..._�._.._ y ILI CL ( o %100 IZA �7o (a Wj M z 9,14. 1 vcvs- Winlit'i'l I �i LV- Sent.8y: BUTTE CO ENVIRONMENTALHEALTII; 530 895 6512; 1 Jun -13-06 12:19PM; Page 5/5 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. r ffl V�7 c,r'`e.-. ,n Date l Inspector�" REV 4/05 Phone #��— FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 4r,ctttation Certificate BUILDING OWNER. BUILDING LOCATION: YI� b Description of Installation ROOF Brand Name Material Thermal Resistance (R -Value) Thickness (inches) CEILING -.Batt or Blanket Type . �Value) Brand Name Thermal Resistance (R - Thickness Cinches) Brand Name Loose Fill TypeTb Contractor's minimum installed weight/ft -- Minimum thickness inches Q Value) Thermal Resistance (R-Value) Manufacturer's installed weight per square foot to acheive n - BrandName Material v Thermal Resistance (R- Value) Thickn ss (Inches) RAISED FLOG Brand Name Matezial ThermalResisiance, (R -Value) Thickness (inches) . SLAB FLOOR Brand Name Material Thermal Resistance (R -Value) Thickness (inches) Width (inches) FOUNDATION WALL Brand Name Material ^dermal Resistance (R -Value) Thickness (inches) Declaration at the above location I hereby certify that th e above insulation was installed in the building contained n Title 24 in tithe with for new residential buildings the current Building Energy Efficiency Standards Calif rrua Administrative Code. .Gen r 'roritractor (Bu der) �� [\'� � � License Number Date Signarure and Title License Number Sub-ContractoI (Insulation Installer) Date Signature and Title PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION MUST .BE THIS CERTIFICATE THE BUILDING. SHALL BE POSTED N THE APPROVAL AND A COPY T BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP061191 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/19/2006 APN: 040-214-006-000 the Business and Professions Code, and my license is in full force and effect. License Class: C -t c7 License Number: WS� tG a Site Address: 9393 GOODSPEED ST DUR Dater/ a 1 Contractor:�ok "s QA &j F uc:k-cz Map Index: Description: UPGRADE PANEL TO 200AMP p OWNER -BUILDER DECLARATION the I hereby affirm under penalty of perjury that I am exempt from p Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a to construct, alter, improve, demolish, or repair any structure, prior Owner: SMITH DONALD K permit to its issuance, also requires the applicant for such permit to file a BOX 93 signed statement that he or she is licensed pursuant to the provisions of Section DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with 7000) of Division 3 of the Business and Professions Code) or that he or 95938 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 to an Applicant: POLIQUIN ELECTRIC Code: The Contractors' State License Law does not apply owner of property who builds or improves thereon, and who does PO BOX 1199 such work himself or herself or through his or her own employees, PARADISE, CA provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 95967 year of completion, the owner -builder will have the burden of 530-228-1715 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: POLIQUIN ELECTRIC and who contracts for such projects with a contractor(s) licensed PO BOX 1199 pursuant to the Contractors' State License Law.). PARADISE, CA ❑ I am Exempt under Article 3 of the Business and Professions Code 95967 530-228-1715 Date: Owner: WORKERS' COMPENSATION DECLARATION License #: 657192 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. ❑ 1 have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 NO/ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' corn nsation coverage is unlawful, and shall subject an employer to crimi I penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3700 of the Labor interest, and attorney's fees. code, CONSTRUCTION LENDING AGENCY This permit is h r. y iss a under the applicable provisions of the Butte County Code and/or Resolution �o o icated a ve for which fees have been paid. I hereby affirm that there is a construction lending agency for the - 3097 Civ.) /� performance of the work for which this permit is issued (Sec Date By. Name: / PERMIT EXPIRES ON. Address: teJ ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with I hereby certify that I have read this application, all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: IN N -4Z ySJj Signature: Date: S a-1 V G ❑ Owner)P/contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Buildinq Permit 01-16-04 pg 1 =OK MANUFACTURED HOMES- MISCELLANEOUS DATEI PERMANENT FOUNDATION Lj SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Cirncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line S Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers DATE D E C K S*C O V E R S*C A R P O R T S *G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; SoilsSz-Dpth-Spacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing . Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg, Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric S Frmg; Sills-AnchrsStuds-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wail pnls oav\.c a,�*\s` DATE IP O O LS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining , 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcitng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcitng Eqp-Pool Ightg Boxes-Enclsrs-pnlboards4nsultn to Main Conduit 9 Health Dept Apprvl 10 Pimb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide Oso o'`* m`c'`* °�\c Pool Drawing = nK 0 = Not OK RESIDENTIAL (Single 2169 & Duplex) DATE IUND„E-RFLOORy DATE IPLUMBING - A- 2169 Main; Soils-Elec Grnd (? Ftg Dpth 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg,Dpth 4 Fg4forches/Decks; Soils -Steel Ftg Dpth Stemwails Main; Steel-Blockouts-Wrapped 6 Stemwaiis Garage; Steel-Blockouts-Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc Ftg-Steel _ 9 DWV; Fall -Fitting -Test -2 -way C/O -Sewer Test _ 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgitrService Test 12 Elec Undrgrnd 13 Plenums & Ducts; Cirnc-MaterialSupport-insultn C' T , (+ry 14 GirdersSills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation ° DATE F R A -M -I N G ill .Proper Materials & Anchrs .GjP te-Walls Studs -Nailing Spacing & Braces -Plates -Sound 19 Bearing Wails over Girders & fir Nailing raft Stop in Walls (rat proof) e- ire td�s, Furred Ceilings -Stairs -Chasers -Tubs aders & Beams-Sz & Bearing ?,3,H�ngers-Post Caps-Anchrs-Cnnctns $4• ef�iling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg rp c Ties or Type A Flue-Frplc Throat Cirnc 26 Attic Acc; Sz'& Rmx Prtctn-Draft Stop -Ins Baffles drm Wndws or Exiting Doors -Sill Ht & Dimensions 2848ar8 Fire Prtctn Framing -RC Channel 29,EspF1.y.Line Firewall & Opngs 30-Ext-Geors-One X -Check Garage 3rd Story, 2 Exits 34-6ta1T' "Width-Hdrm-Rise-Run-Landing-Fire Prtctn 3 wd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs Siding -Nailing Veneer 34-,CGcco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc lazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 insultn-Walls-Ceilings 391nfiltration-Walls-Wndws DATE JELECTRICAL 4�0�,F��x�t*-&-Trnsfrmr Clrnc4ns Prtctn `t�'�cptcls Spacing-Lts & Switches at Doors 42_ 6z-BSxes & No Of Cndctrs Stapled . eiInstalled Close to Edge of Studs & CJ EEEjGrnd made up w/Mech Fstnrs rndng Electrode Bond Gas & Wtr A6_-Apptnc Cires in Ktchn & Cndctr Sz GFI 47-SubfuLM Wire Sz gaCU or F] AL AC Wire Sz ga QCU or DAL 40_aaage-CirC ga CU or aAL Oven Circ ga [::ICU or ❑AL Insulated Neutral 0 Yes ❑ No Ice -Riser Cndctrs & Grnd Main Dscnnct 50.-EgRttrncs pnls-Motors-Mech Eqp 51-t=f es Closet LtShwr Lt -Spa Lt 52-ST17oTRe Detector c` c Oa• O O°� 0 Wi Pipe; Test & Anchr-Nail Prtctn DW /�; Test Fittings & Anchr. Nail Prtctn je-S?M Pan;; Test, First flr-Tub Acc , T Tub & Shwr, 2nd fir - Tub Acc 4 -9-d5"Pipe; Sz & Anchrs 59 -Fire -Sprinkler; Test -60-*ard Gas Piping ?�ok U )O `o`' `�• , , `mac` DATE M.ECHANICAL__ AC Ducts Insultn 62-V`8- Fan, Exhaust abv Insultn 68-ConcTensate Drain & Ovrflw, Sz & Grade 64-fnT1ia'ce-Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 is Acc & Pitfrm if Furnace in attic DATE IFINAL - 66 eps-Door & SideLt Prtctn-Landings moke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In,Parage; abv-flr-Ducts-Meeh Prtctn J"90room Exiting 70-61 & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails . 74 Frplc or Stove, Cirnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Cirnc-Com Air Cnnctr-PRV; abv fir Mipch Prtctn; LPG Appince Undr House 3" drain Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters F-1 Yes No 87 Stucco Brown -Finish 88 A nit Dscnnct, Elec-Plmb JWVnts abv Roof, Plmb-Appinc-Frpic-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91_,PA Elec Trim, GFI Rcptcl-Undrgrnd 42 Vntitn thru House 93G as Prtctn Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 rfSewer Cnnctd-C/O to grade -HD Apprvi - gy Cmpinc Cert -Other Certs 98 -Address Posted 99 Fire Sprinkler r---- 7 'L'4- 04'_ '04 O°�• 441 040-160-064 06-1189 Aar OurrF. N 0 T MERRIFIELD, IRVIN 1960 CUMMINGS LN; DURHAM •CouNty. Cont: OWNER ADD-BTHRM — Mr-01Ur-N I IAL APN: Owner: Site Address: Contractor: Tvoe of Permit: Permit No. r1 R w%/ 4.- -17- f?p SPECIAL IONS /�Lt CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: ` Z' SIGNATURE: �/uO c3 (t, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061189 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/16/2006 APN:O40-160-064-000 the provisions Business and Professions Code, and my license is in full force and effect. Site Address: 1960 CUMMINGS LN DUR License Class : License Number: Map Index: Date: Contractor: Description: ADDITION OF NEW BATHROOM (144) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MERRIFIELD, IRVIN AND RUTH permit to construct, alter, improve, demolish, or repair any structure, prior its issuance, also requires the applicant for such permit to file a 1960 CUMMINGS LANE to signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 95938 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any 530-894-1237 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 Applicant: MERRIFIELD, IRVIN AND RUTH Code: The Contractors' State License Law does not apply to an 1960 CUMMINGS LANE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, DURHAM, CA provided that such improvements are not intended or offered for 95938 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 530-894-1237 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply town owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article f the Business and ofessions.code Date - _'. C�aer: ✓'f h— License #: WORKERS' COMPENSATION DE3zLARATION I hereby affirm under penalty of perjury one of e'fo/ilowing declarations: I have and will maintain a certificate 6T 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 Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 144 S. F. Valuation: $9,360.00 Policy #: Census Code: —/ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Ap�licant ±`Z WARNING: Failure to secure workers' compe ation coverage is unlawful, and shall subject aemployer to cdal penalties and one in addition to the cost of ad ` i nZ,J�r Lam`' hundred thousand dollars ($100,000), ( compensation, damages as provided for in Section 3706 of the Labor fees. code, interest, and attorney's CONSTRUCTION LENDING AGENCY® This permit is hereby issued and th applicable provisions of the Butte Courity Code and/or Reso utions ydo work ind11 icate abo a for which fees have been paid. hereby affirm that there is a construction lending agency for the this is issued (Sec 3097 Civ.) �~ performance of the work for which permit Date: Name: PERMIT EXPIRES ON: (Date) Address: ®� I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. Q Attached are copies of the required E.P.A. notification forms. that I have -read this application, that the above information is correct, and that I am the ow er or the duly authorized agent of the owner. I agree to comply with I hereby County. I hereby certify all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanL of any official for r document of Butte authorize representatives of Butte County to enter upon the above mentioned property for inspection purpo es. Print Name: I/f /I/ .0 / /��� ��`� Signeture_ 14 Date: '%� Z51 6 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 — _ — -- -I --- — BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" 6- 7412 ARCHITECT/ENGINEER OWNER INFORMATION Last Name Address/. irst N me A 4 S ,t/G Fax State Zip Zr) 73(5 P Fax Fax E-mail Lic. # ARCHITECT/ENGINEER CONTRACTOR Name Address/. Address cite—G City Fax State Zip Phone State License Number Fax E-mail Page Lic. # Class ARCHITECT/ENGINEER Name , Address/. Sy cite—G St6 Fax Pho Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE - t For office use only: AP# 6( / Zoning U I Flood Zone SRA I Yes Policy Number Occ. If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Type Const. Subdivision Name Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO BP BIN # PROJECT LOCATION AP# 6( / Property Addre _ % C_Z(20 12 07 _hl Cit ro Street 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 escription or Scope of Work: Sq FT- LivingtJl Garage Open Cov ❑ . Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: / r Bldg j SRA Receipt #: Sheriff ��J > SMIP ccf I.0q, Other Date;�l � � � (,� Cq' ' ! ; Total Page 1 of 2 REV 8-12-05 Cales SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the. Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. ` REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 4 Proposed Building Use: cA k )'Z-- O*.. Permit Technician. Date: ~e, . r) (9 Items required in order to apply for a permit All boxes MUST be checked OR marked NA in order to apply. II- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. Vii; 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. d 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. It 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in du0Cate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate --0 ❑ 11. Hazardous Material Form ❑ 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other_ Ref roaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer dr and site plan apr from the Ag Commissioner Sent by ❑ 17, Soils Report and/or Engineered Foundation required ........................................... ❑ ,/ 18. Erosion Control Plan Required........................................................................ ®' 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. 022. California Department of ForestryIan approval ❑ paid. Sent by: ;""r 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check: :. ❑ 24. Contact Land Development about _ Improvements, _ Drainage........ ❑ 25. Fire Marshall Review (commercial projects only). Sent by: .................. G► 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier -and Policy Number .......................................... 0, 30. Owner -Builder Verification (a.,/ Given to owner, _Mailed to owner)...... ............... ❑ 31. Letter of Signature authorization................................................................ ' ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other. ❑ 37. Other: When issued Telephone C1 , P � and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: ✓r ,, !' ,� fl +e .r n Date: ✓ ; �, 1. Index permit appl`rcatiori f t, ° ado umbered: Plan Check Letter ' 2. Additional items r uired Contractor, designe own r, as dvis above data by phone, ❑ mail, ❑ counter, by . Date. -CA Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the abo a da a by Cl phone, ❑ mail, ❑ counter, b Date: Plans reviewed by _Dater Plans approved by: Date: (!J 107 Structural reviewed by: �--- Date: - Structural approved by: Date: Note transfer by: Date: Yellow: Building Division IE.4i.U9"��T N I _ N - TO: Buildirig DAsioil C"ne140PIrrr(MI: S�rl,aic a. FRiM: Envlironmerdal Health .$UWEt+T: S.e+nration Co ,,a:rarice. CL i �ri� ' + �� ._..�,..._. _�/I��:! .f /l�:L�LeR ...+.—_ . _ APV f f— >ti r ��II jicrt Owner N 4 1.'tanrt,p�ppruianne�d for: � eve p i)�spIas+ ol: Water S�u9)p� j�: Public __ livat.e^'Wdl C1.arrice for dhuvreMiinp. +C)tlre r Hold final for: Fir°ral olear,ariu.caDate Ermrot imerft,1 is a ttr S )+GN7+l;St 8aaii�in��g Cle�wr�ntm� 9,r�� BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner MERRIFIELD, IRVIN APN No: 040-160-064 Permit Type: Subtype: App Date: 5/19/2006 Permit No: BP 06-1189 Permit Desc: 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION Plan Check portion of Permit Fee 2 FEMAX Yes Flood Elevation Review $109.98 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 (State Responsibility Area) Building Inspection $109.98 NON-REFUNDABLE portion of fees due at application $426.18' $170.47 $255.71 Balance of Building Permit Fee $109.98 0 1 = $204.98 $280.45 RECEIPT FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $280.45 FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT 4 Balance of Building Permit Fees (from No. 1 above) 5 SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) 6 Additional Plan Check Fees (NON-REFUNDABLE) 7 Other*: 7a Other*: 8 IMPACT FEES - RESIDENTIAL* Per Dwelling Per Dwelling Per Dwelling Applications After 04/15/06 SFD MFD , MH County 4249.11 3183.54 3238.72 Chico Urban Area 6146.23 4538.82 5648.44 EI Medio Fire District 3249.97 2385.76 2422.68 North Chico Specific Plan $255.7 $0.9 DATE 5-1 9 10 10a 11 11a SR -1, SR -3, SR-1/PD 8801.091 7395.041 8486.40 RECEIPT DATE Tech/Asst RECEIPT DATE Tech/Asst 7� O R-1 8897.09 7491.04 8582.40 ° R-2 8390.091 6984.04 8075.40 R-3 7604.091 6198.04 7289.40 Processing Fee is automatically added to impact fee total 0 $100.00 WATER TENDER FEE (Not collected when Impact Fees Applicable) Enter Bat.# $200,00 DRAINAGE FEES* CHICO STORM DRAINAGE MASTER PLAN 770 Butte Creek $7,997 771 Comanche Creek $8,341 New construction, vacant land, on 1 acre or less - Enter 1 or less acre value 772 Little Chico Creek $9,088 773 Big Chico Creek $6,776 77a Lindo Channel $8,267 775 SUDAD Ditch $7,211 776 Mud -Sycamore Creek $6,275 777 PV Ditch $8,893 More than 1 acre, existing buildings - fees to be assessed by Public Works Fee Determination Sheet Needed - Enter amount determined by PW THERMALITO DRAINAGE AREA $684 Maximum Per each new living unit on existing lots where full drainage fees have not been paid Temporary Dwelling 1 $136 JAt time of building permit $136 annual renewal fee for first 4 renewals. Not to exceed $684. PROOF OF PAYMENT OF FEES (BELOW) MUST BE RECEIVED PRIOR TO ISSUANCE OF PERMIT. Forms will be prepared after, plan check is completed for applicant to take to respectivedistrict office. 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* Durham 070 • "�✓ G v Y �r'll«i1r%ilrfLW I Durham At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. ,plicant: l/ Date ti Pursuant to ernment code Section 6602 , y" u are here n tified those Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impo o the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) Project Location /Address Subdivision Name Lij Building Permit Numbercto 1� yl—. Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteratio Additioi%( Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: 04'ne,-61 A ❑ FRRPD ❑ CARD ❑ PRPD,X DRPD certifies that: .TrUin `/LA — t237 Applicant Name Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ Square Feet @ $ _ Remarks: Paid by Check No: Paid by Cash: 0 per unit for a total of $ per sq foot for a total of $ Receipt No: Recreation and Park District Representative Date ,i BUTTE COUNTY SCHOOLS V11PACT,FEE CERTIFICATION FORM (One form per BujldMg) School District" Building Department No. A.P. Number ULj0- Jurisdiction: City w County Property Owner Property Location/Address Subdivision N Lot No. 0 > ........ry..... q Residential Development 2nversion Q S Footage No of Living Mobile Home io *Supplemental to (Group. R) Units Installation Permit # `• *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) x { r Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Building Department Representative District Identification No. ( 0 5 :3 �!(1( (4-V i}! I 1 �771- School District certifies that Roofed Areas) Date �r _ (Applicant) VIVA 1 l t a n< '�Z' L%�,� (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 04 - z- by payment of $ "_-- -- representing %"4 square feet. IFB 2926 _ [FULL MITIGATION $ School District Representative Paid by Check # Remarks: Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees aro paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. M, 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 Que ter Act (CEQA), thls project may be subject to addleonal school fees to fully mltlg*M its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (3M5W= -F- �yV T �-� o Burte Baur eCy D'epal went of 1 e elaprrzel i �`eiVIGeS o o �� o 7 County Center Drw � Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile cOUN ��t BUILDING PERMIT APPLICA'T`ION WITHOUT REQUIRED CLEARANCES I'I I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. -� I ani required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained ® I am responsible for notifying DeveloprneiTt Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access,and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: APN: Building site address: /C% It .�� Permit No.: I have read, understood anaccept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF AP LIC A DATE Tr�ok_ Department of Public Works C ��' u; ti j,- �l C o u my o f B u t t e I o l� / o i LAND DEVELOPMENT DIVISION i� o° J. Michael Crump, Storm Water Management Program \�oC,ov��y°� Director 7 County Center Drive Oroville, CA 95965 a6 (530)538-7266 �ecro wa�'�` (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: /,-z2� Project Location and/or Parcel Number: r By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I 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 build -outs 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 Control 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 a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: t._�- 9' Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. ; 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [X] NO [ ]. 2. 1 HAVE [,Y—] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm} to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNED PR DATE: -/ NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 General Notes;. TITLE -24, Part 1 "ENERGY EFFICIENCY STANDARDS". 'The following energy requirements must be met, or exceeded, to obtain final building department approval. It is the responsibility of the owner / project supervisor to ensure that these features are installed. The Merrifield Addition Job # 06227 Date — May 11, 2006 .INSULATION Wall insulation shall be at least R-13 at all 2x4 exterior framed walls. Attic insulation shall be at least R-30. Floor insulation shall be at least R-19. All walls between conditioned space and attic or crawlspace shall be insulated to a value of R-19 or greater. HEATING. VENTILATION and AIR CONDITIONING Current heating unit(s) will be extended to serve the addition. If any additional heating units are installed they shall have an AFUE or HSPF that meets or exceeds the minimums as set forward in the energy standards. Current cooling unit(s) will be extended to the serve the addition. If any additional cooling units are installed they shall have a minimum SEER that meets or exceeds the minimums as set forward in the energy standards. The majority of ducting for all ducted heating & cooling units shall be located in the attic (Default worst case) and will be insulated to a level of R-4.2 or greater. DOMESTIC HOT WATER Current water heating will be extended to the serve the addition. If any additional water heaters are installed they shall have an energy factor (EF) that meets or exceeds the minimums as set forward in the energy standards. FENESTRATION PRODUCTS Operable windows shall have a U -value of .4 or lower and a SHGC of .4 or lower. ENERGY CALCULATION SERVICES 574 Manzanita Avenue, Suite 9, Chico, CA. 95926 Tel. 530 894-8466 / FAX 530894-2422 CABEC certified Energy Analysts, CBI Energy Plans Examiners, CHEERS Analysts. noarcy C�alc:utatic3n Se3ilvices kuditing, Analysis, Systems Diagnostics and documentation CEC Certified Energy Plans Examiner - RES91-1006 / NR -91 -1002 -C -HERS Analysts - RD/FmHa Auditors - Member of RRHA of Texas Energy Calculation Services 574 Manzanita Avenue, Suite 9 Chico, CA 95926 530.894.8466 Tel. 530.894.3422 FAX ecs@energyguru.com Ref. - Title 24 energy calculations for your RESIDENTIAL project. To Whom It May Concern: Provided in this package is an original set of energy documents. This original may be reproduced as necessary to facilitate completion of the project at the address contained within the documents. The building department will require two copies, and it is suggested that you provide a copy to all sub -contractors working on your project. Please be sure to sign these energy calculations on page 6 of the CF -1R forms where indicated. Read the signature requirements and determine who is most qualified or willing to accept responsibility as explained in the paragraph above the signature block. A "Mandatory Measures" checklist is contained within the energy documents. These requirements pertain to all construction and should be considered minimum code requirements. Any specific increases in efficiencies noted in the Title -24 Energy Documentation supercede "Mandatory Measures". Energy features that must be incorporated into this structure are indicated on the summary sheet included. This information should be copied and presented to all sub- contractors to ensure proper installation of these energy features per Title -24 requirements. Any questions will be gladly answered. If I may be of any assistance, now, or in the future, please don't hesitate to calla Thank you for your business. Marty Runnells, C.E.P.E. Energy Calculation Services 574 Manzanita Avenue, Suite 9 ecs@energyguru.com 877 /530.894.8466 tet. Chico, California 95926 Esta 1989 530.894.3422 fax. I __ - _ _-_.�, _ .m.�_ - __ ._.. .. Piraced Wall Panel 5chedule 4'x8' 3! 8'' 05r3 �N FN 5" 1 4 8" Field Notes- All Pff Attached to floor framing w/ every 16" 12'— 0 13'— 0 -r „ PXPAN19 F00VW,A f0 2�F 50, 2 4 "r - 2X8..51'@16 aFR 64R OW V1,15555 I�PAPING �s7.r� v-vr�n Vin,- i ; o,.. f JVFu., PXISTItiG G s Mr • 2030 4050 UN17.1�1,00P AGC�,S 2 10 r f h 2 x WW01?PT JII,i, coir II II II ,,, �MTN i/ 2 XI 011 A,6 @ 6'-011 OC 4 8 _. -- tUSiI�G YNAU, tG I nn II I 611 MIV 12 -o -- �XMNG �3�f )WOMa a II r _ 1 3 4 I F 64 9'— 2 II I- 2668 3 0„ X1511 Nu UNn�LGGP # , e,n iv C3A: GG,1O ACCr0 WMN6”M1\1crv.r:s u 1 raG�; —-- I — h -1c:'- IMP (- — I— I I I a 6 r ,�VI_151AU'(�5'01..l -MAX. 5111 .Wr4V I # AP 1711.. AN12 G G MIN. \;f a.n.a 1GVPOUNGA110N, H' 24 W-/ H 20 I PROVED I/ MIN, �M3n II I I ,"AP , Butte ount� _ _ 3 3 5 4 8 t I Enwranrn . I I I I „ I g — tri. ( II . I n erre FOUNPAVON PFfAL 'A' F�00P\\- P�AN FOUNPATIONP�AN I I NT5 / 11 i I/ - 5P �A'NPOOM Al2 111 n � � � � I I 1. PPOVIPF MIN, I/ 1�0 5F UN7.PP.00t; MA WN11LA11GN �} b Ory AW MST C3�Gt;00M �XPAN510N, ftPNQN.=? PG✓P 1R.15%5 Far/ v;lnrY UXI5m_r4 root PITCH oc 12 -I / 2"�LYWD SN, MN�- pPTO TC;55l�5 , Al windoweduapae v myI 24, PITCH SPN 4 611 1011 .V. JSP 1?PTAII. C3.�I.nIV.� J�C770 2, All elecxical per current N,�,C, f { COMPG5ITIGN SNIV.�l.�5 I ; t { 1 Ii GIPl2,P T1;U55 II . 1/ 2 GYP PP 51D 2 X 4 5TUG F EAMING,16" oc WALL5 ANG CLN G 8 , — 5/ 8 11-i1 SIGING , �Y�STING 17;x.5:5 Off Al , CALIF" GENERAL STRUCTURAL NOTES �IP PICU PPA�IIrJ� P I� ,I 1 d TPU55 WI M 17;155 MSP, APPPGV�G WWGt;S I ,6% E , � i i # , , W/ ZX P.P�T.PS ANf7 t?IGu, i I{ , 1: The contractor shall verify all dimensions and conditions at the ob site nor to Storting l P f { I ! of construction and the designer shall be notified of any discrepancies with any.work so involved. - I „ I , 2. Details of construction not fully shown on plans shall be of the some nature as those shown for I E I f P similar conditions. i EXISTING PIl7GP (V1155 P00P) I , 29 —0 J. All phases of work shall conform to the minimum standards of the latest applicable editions of the I I, P _ PP Uniform Building Codes. I 9 it I 4. The contractor shall be responsible for ade uate design and construction of all forms brocin and shorn P q .: 9 9 shorin s required. � TYPIC&-PULPIN6 5liCVON 5. Foundation design based on allowable soil bearing Pressure of .1500 PSF(no sods report) i I/�," �I - U""' I 6. All foundations shallar be on level grade and changes in elevation shall be made by steps of 12 height and 24 min. width. Continurt of footing reinforcing shall be maintained. 9 y g 9 �rTMS2 fka.$.:, ,:Y 'a -..•h n. •i:_, ., 7. All sawn structural member and their fasteners .shall conform to UB(, standards and shall be F. P[ANI minimum g a follows: rades s foil s. . ,.; 2x and 4x Members D. - 2 Except t4A.9 �� � Non—bearingNon-becring studs and plates, 2x blocking D.F. stud grade , Pf?:7VIf71� MIti, I/ 15U SP A1"TIC WN71.A.110V 6x Members D. F. No. 1 2. ALL N.AVi IZ5 4 X 12 U\10 8. All wood in direct contact with earth or in contact with concrete shell be pressure treated hem fir or foundation rade close rained redwood. 9 i grained) 9. Plywood sheothing sh ll conform to APA U.S. Product Standard PS 1-95 and OSB Sheathing to APA U.S.Product Standard PS 2-92. Sheathing shall( be placed with face grain perpendicular to supports(in compliance with Table 23-11-H of CBC—Diagram Case 1) U.N . 0. 10. Wood nailingshall provide with common wire nails of sizes and numbers r Table 23-11-B-1 of P e per , CBC except where more specific nailing is noted on plons. Equivalent capacity fasteners approved by lCBO may be used. 11. All anchor, lag and machine bolts shall conform to ASTM A307 requirements 'for unfinished bolts. 12. The ultimate compressive strength of concrete shall be -2500 PSI min. in 28 days. : 13. Metal connectors noted on plans are as manufactured by Simpson Strong -Tie Company. Equivalent connectors approved by ICBO may be substituted. II'�II I III��?!iIli 14. Reinforcingsteel shall conform to requirements of ASTM A615 Grade 40. q - I III�I, Iii�l 15. Splices In continuous reinforcement shall be 50 bar diameters or 24 min. 10*0X: IPVIV AN12 PUTH MFR'IF'IFLG 16. Reinforcing, dowels, anchor bolts, anchors, etc. to be embedded into concrete, shall be securely positioned before placing of concrete. Krol bAIMACONI r,, L.. E, VAGI o N 1 V 5� VAI'I o N ����,r,1 �Y GATS; 4--21-06 5hect I of i ijll � s 15. Splices In continuous reinforcement shall be 50 bar diameters or 24 min. 10*0X: IPVIV AN12 PUTH MFR'IF'IFLG 16. Reinforcing, dowels, anchor bolts, anchors, etc. to be embedded into concrete, shall be securely positioned before placing of concrete. Krol bAIMACONI r,, L.. E, VAGI o N 1 V 5� VAI'I o N ����,r,1 �Y GATS; 4--21-06 5hect I of i LONGFELLOW LUMBER CO. INC* Quality Design 9 Floor, Wall & Roof Systems 89 Loren Avenue * Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: IRVIN MERRIFIELD Address: 1960 CUMMINGS LN. DURHAM AP#: C -20E (Rev, 5/05) Lj­ Job No: MERRIFIELD ADDITION <Jr? ENGINEER Mitek Industries, Inc. Reclong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 IRVIN MERRIFIELD MERRIFIELD ADDITION 1960 CUMMINGS LN. DURHAM MERR0508 OUTLOOKER 1x4 CONT BRACE AT BRACE NIERS LONGER THAN 12• ATTACH AT MIDPOINT OF BRACE W 2-8d NAII 5 GABLE END 5TI1D 2x4 HF 5TRON68AGK (NAIL TO LEDGER W/ lod o 12.O.Cj — 2x4 HF LEDGER (NAIL TO VERTICAL W/ IOd NAILS) NOTE: TH15 DETAIL MAY BE USED n TRU55M WITH PITCHED B.G. i (0) OPTION TO WEB PLATING, L15E (3) WIRE 5TAPL E:5 (0.072 DIAM 6A TOENAIL EV nn 04ORD INTO N8 THRU KB INTO CHORD ON ONE Fj FOR A TOTAL OF 6 5TAPIF5. (PI) (51) 4 (HI) MZT 13E PLATED. �D ARC o• IBM � REAS. LO 03 �e CA' 2x4 stock `3-IOri NAIL5 EACH END 6-10d COMMON 2x6 DIA60NAL NAIL5 BRACE o 48' O.G. ® MAXUNBRAGED LENGTH OF GABLE END STUD. (2x4 FIR -LARCH) - 5TAIDARD - 01 AND BTR = 7'-q• A-- TR4)55E5 s r A55 BRACE TO FLAT 2x —H-3 AT 48. o r,. J TC LL 30,0 P5F TG DL 15A P5F NOTE: 6ABLE END DE516N BASED BG DL PSF ON 75 NPH WINO, E)gMFE B' BC LL OA P5F AT 0-25 FEET MEAN HE16HT_ TOTI-D. 50D P5F DURFAC. 1.15 TYPE OF JOB �D�E�T�A-IIL�� � �"� Date: 10-18-02 Gary Hawkins JOB NAM `_L� /L.L-1-� cN DfaWn: AK ARCHITECT GITY, STATE GHIGO, GALIFMIA (530) 892-270C Job no.: o2 -11(o 1 370 RIDGEw000 OR S?E_ 10 FAt:(530)893 OS7z CHICO. CA 95973 goryorchmsbcgbbalne _HON'. ALT. LATERA!. UA(6 I\CY-hL is VALih �fL RE PLAOIG COf T , 6(LACFS AT Y2. 012 AT i/t TXLJf,-t,P-b (9 ';411 10J.0febr- .----lop (3 L'11 0.6. T11'r z eco5 0. &.- -ryp. ,RA&I WIT�I '111:1'1 C1111,,HAx. ONT6 DPA<r--. po I ttr6 PM,�E Oq � FL A E; H U!b T E-. b0 114E: LeH&T44 OP Tv_ -TPtep PTAIL . Ib TO CSE Ub E P A5 AN A'..'r. 'OX ONE &ONTINUOIJib LATE:FLAL. t,- RAGE_-- ONG 12 0. D-04 ; Fsrq CIVIt NOTE: 2'A'0, 2X4. OR IX4 GRADED. LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW) RE:ibTXAlHT F-F-atJ1F-W AT E:Ab- EHp OF zF-A&E: AHt2 AT '201-0" F.E:ng To SIJHHAXY bk nT r -op- P_�&OHHEHVATWHE OF v4E: -rxilbe? PLATE: [Hi;TLJTE -( I QVA Yk T I.- _kav Q 1 Q5191 AW" l-0 MR MiTek® October 31, 2005 Longfellow Lumber 89 L.oreii Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads Miiek Industries, Inc. 7777 GREENBACK LANE SURE 109 C[TRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support tip to an additional 150 pounds per truss due to mechanical loads, If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is zequired for the full panel length carrying the load. Attached with 10d nails at 12" 0 -c - These rules only apply to residential 2' o.c, truss applications with greater than. 3/12 pitch. Foreommercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. Sincerely, Redong (Ray)Yu, P.E./S 3. Regional Vice President Western Engineering Operations RY/ek Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4" • Center plate on joint unless x, y 6-4-8 Damage or Personal Injury offsets are indicated. Dimensions are in ft-in-sixteenths.Ij-- I dimensions shown in ft -in -sixteenths 1. Additional bracing for truss system, e.g. Apply plates to both sides of truss stability and securely seat. diagonal or X -bracing, is always required. See BCSI1. 2. Never exceed the design loading shown and never 0/is' 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS —� �,-z cz-, 3. Provide copies of this truss design to the building 4 designer, erection supervisor, property owner and o WEBS �a., all other interested parties. � m � O v �'� ��' 0_1 4. Cut members to bear tightly against each other, 'For 4 x 2 orientation, locate U �,`° � s " plates 0-1/,6" from outside a a 5. Place plates on each face of truss at each edge of truss. c7•e C&7 ce-e o joint and embed fully. Knots and wane at joint BOTTOM CHORDS locations are regulated by ANSI/TPI1. 'This symbol indicates the 8 7 6 5 6, Design assumes trusses will be suitably protected from required direction of slots in ��� the environment in accord with ANSI/TPI1. connector plates. ; U!L' `",� 7. Unless otherwise noted, moisture content of lumber 'Plate location details available in MTek 20/20t<``T ° shall not exceed 19% at time of fabrication, software or upon request."E JOINTS ARE GENERALLY NUMAREt3/LEITEPED,CLOT;KWfS6 r+ f AROUND THE TRUSS STARTING AT THt JOINtfARTHEST TO " v° 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 x 4 to slots. Second NUMBERVLETTERS. responsibility of truss fabricator. General practice is to perpendicular camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing if indicated. ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at spacing shown on design. BEARING SBCCI 9667, 9730, 96048, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others, reaction section indicatesjoint a number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 7 16. Install and load vertically unless indicated otherwise, Industry Standards: leek+& ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 © 2004 MTeke 2-0-0 610-0 3x4 = 6 6-0-0 2-0-0 Scale = 1:25.9 Plate Offsets X, 6:0-2-O,Ed a 12-0-0 t , LOADING (psf) SPACING 2-0-IB:37e TCLL 16.0 TC 10.0 Plates Increase Lumber Increase 1.2L) in 0.03 (Ioc) I/deft L/d , 11 PLATES GRIP BCLL 0.0 Rep Stress Incr 1.2MT20 NL) 0.06 n/r j20 11 n/r �-'90BCDL 220/195 7.0 Code UBC97/ANS19TL) 0.00 10 n/a ,ya LUMBER Weight 48 Ib TOP CHORD 2 X 4 DF No.1&Btr G BRACING f4" 1 BOT CHORD 2 X 4 DF No.1 &Btr G TOP CHORD t,' Sheathecbr 6 0 0 4c OTHERS 2 X 4 DF Std G BOT CHORD �uAlris. Rigid ce moirectly applied or 10-0-0 a oc bracing. REACTIONS (Ib/size) 2=450/12-0-0, 10=450/12-0-0, 15=187/12-0-0, 14=187/12-0-0, 12=172/12-0-0, 13=182/12-0- - Max Horz2=6(load case 4) r, 7=172/12-0-0, 16=182/12-0-0 Max Grav2=450(load case 1), 10=450(load case 1), 15=187(load case 1), 14=187(load case 1), 12=178(l 16=184(load case 6) oad case 2), 13=184(load case 7), 17=178(load case 2). FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63, 2-3=76/21, 3-4=-43/21, 4-5=38/34, 5-6=-44/31, 6-7=44/31, 7-8=-38/33, 8-9=-43/20, 9-10=-76/21, 10-11=0/63 BOT CHORD 2-17=0/29, 16-17=0/29, 15-16=0/29, 14-15=0/29, 13-14=0/29, 12-13=0/29, 10-12=0/29 WEBS 5-15=-172/0, 7-14=-172/0, 9-12=-195/0, 8-13=144/0, 3-17=195/0, 4-16=-144/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 8) A plate rating reduction of 20% has been 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. applied 9) n the LOAD CASE(S) section,, loads appl edto the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-10=-14, 1-2=-104(F=52), 10-11=104(F=-52) Continued on page 2 ® WARNMG - Ver(jy design parameters and READ NOTES ON THIS AND INCLr7D Design valid for use only with M7ek connectors. This design is based on u Pa ED s h. REFERENCE PAGE NII -7473 ngBEFORE comp USE. Applicability of design paromenters and proper into y p°^ sameters shown, and b for an individual binding component. is for lateral supportP incorporation of component is responsibility of building designer- not truss designer. Bracing shown l of individual web members only. Additional temporary bracing to insure stability during construction is the res erector. Additional permanent bracing of the overall structure is the responsibility of ponsibillity of the the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI] Quality Crtterta, DSB-89 and BCSIt Building Comp nent Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719, �40?,pF ESS/pN�` S. � C 04UA'l m 1is"%�i �F F May 9,2006 7777 Greenback Lane --m Suite 109 Citrus Heights, CA, 956101=' V E MiTek' IA Job Truss Truss Type oty Ply 100 821165164 MERRO508 AG KINGPOST 1 1 Job Reference (optional) c„vrv'u,—,v , ,-11-1 u.<uu auu,,1-1 r.,, cnnu„,v,ay uu vc.uu.<, <vvv rays< LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 2= -104(F= -52) -to -6=-129(F=-77), 6= -129(F=77) -to -10=-104(F=-52) ® WARNING - VerVy design parameters and READ NOTES ON THIS AND INCLUDED MPTEE REFERENCE PAGE MQ 7473 BEFORE USE. 7777 Greenback LaneSuite tD Design valid for use only with Miilek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610, nuu Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPI] Quality Criteria, DSB-89 and BCSII Building Component i %�m Safety Information available from Truss Plate Institute, 583 D'Onofrfo Drive, Madison, WI 53719. � Job Truss Truss I ype Qty Ply 6-0-0 LOADING (psf) SPACING 2-0-0 P.21165165 MERRO508 81 KINGPOST 5 1 �J`ob Plates Increase 1.25 TC 0.29 Vert(LL) -0.02 Reference (optional) Longfenow Lumber Co., mc., Chico, Ca. 95928-7434 6.200 s 000 a 2005 MiTek ek mausfnes, inc. Mon May 08 09:08:27 2006 rage i -2-0-0 6-0-0 12-0-0 14-0-0 2-0-0 6-0-0 6-0-0 2-0-0 Scale = 1:25.9 4x4 = 3 1.5x4 II LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-070 OC purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (lb/size) 2=49810-3-8,4=498/0-3-8 Max Horz2=-6(load case 4) Max Uplift2=-38(load case 3), 4=38(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-590/12,3-4=-590/12,4-5=0/16 BOT CHORD 2-6=0/557,4-6=0/557 WEBS 3-6=-14/199 c J< NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 'LOAD CASE(S) Standard oq?,o ESS/o y� s rti��Fti� LIJ C 046433 *\ rjXP.d--,- 1'07 /*-, May 9,2006 ® WARNING - Ver(& design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane Suite 109 v Design valid for use only with Miifek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shov>n ..r is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the FW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�,�k fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component M, ,� Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.04 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 6-070 OC purlins. BOT CHORD 2 X 4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (lb/size) 2=49810-3-8,4=498/0-3-8 Max Horz2=-6(load case 4) Max Uplift2=-38(load case 3), 4=38(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-590/12,3-4=-590/12,4-5=0/16 BOT CHORD 2-6=0/557,4-6=0/557 WEBS 3-6=-14/199 c J< NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. 'LOAD CASE(S) Standard oq?,o ESS/o y� s rti��Fti� LIJ C 046433 *\ rjXP.d--,- 1'07 /*-, May 9,2006 ® WARNING - Ver(& design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane Suite 109 v Design valid for use only with Miifek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Heights, CA, 95610 Applicability of design poromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shov>n ..r is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the FW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�,�k fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCS11 Building Component M, ,� Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job Truss Truss Type ty Ply R21165166 Fi.b MERRO508 B2 FINK1 PLATES GRIP 2 Reference tional 1.25 - - - - - -- - Vert(LL) -0.06 8-9 o 2-0-0 3-8-1 2-3-15 2-3-15 4x6 = 4 12-0-0 3&1 2-0-0 Scale = 1:25.9 4-5-6 3-1-4 45-6 N 16 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.06 8-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.13 8-9 >999 180 connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.02 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 117 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD , Sheathed or 5-9-1 oc purlins. - BOT CHORD 2 X 6 DF SSG BOT CHORD Rigid ceiling directly applied or i 0-0-0 oc bracing. WEBS 2 X 4 DF Std G x REACTIONS (Ib/size) 2=3174/0-3-8, 6=3174/0-3-8 Max Horz2=-6(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-6256/0, 3-4=-6149/0, 4-5=-6149/0, 5-6=-6256/0, 6-7=0/18 BOT CHORD 2-9=0/5941, B-9=0/4329,6-8=015941 4-8=012409, 5-8=-174/2 WEBS 3-9=-174/2, 4-9=0/2409, a s NOTES follows: py�yyy� 1) 2 -ply truss to be connected together with 0.131"x3" Nails as Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead _4) load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of d''ons 45 ft b 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If mens/ y porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33ESS/ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� `6) A plate rating reduction of 20% has been applied for the green lumber members. S. 7) Girder carries tie-in span(s): 30-0-0 from 0-0-0 to 12-0-0 LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) . Vert: 2-6=471(F=-457), 1-4=-52, 4-7=52 ® WARNING - Ver(fy design parameters and READ NOTES ON TB7S AND INCLUDED MITES REFERENCE PAGE W 7473 BEFORE USE. Design valid for use any with MTek connectors. This design is based only upon parameters shovm, and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication• quality control, storage, delivery, erection and tracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component bl Safety Information avoiloe from Truss Plate Institute. 583 D'Onofrio Drive, Modison, WI 53719. Of C 04 433 May 9,2006 7777 Greenback Lanem Suite 109 Citrus Heights, CA, 95610 {y',"7 M Teke GENERAL NOTES NOTAS GENERALES Trusses are not marked in any way to identify Los trusses no estan marcados de ningun modo que the frequency or location of temporary bracing. identifique la frecuencia o localization de los arriostres Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, installing and temporary bracing of trusses. instalaci6n y arriostre temporal de los trusses. Vea elk9& Refer to BCS1 1-03 Guide to Good Practice for g(SI 1-03 Guia de Buena Practica para el ManeJ4, Instalaci6n Handling. Installing & Bracing of Metal Plate y Arriostre de los Trusses de Madera Connectados on Connected Wood Trusses for more detailed Placas de Metal arra para mayor informacidn. information. 4' o.c. max. Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar las localizaciones de los arriostres permanentes en los permanent bracing on individual compression miembros individuales en compresi6n. Vea la hoja resumen members. Refer to the BCSI-B3 Summary BC—XB3 Dara los ardostrespermanentes vrefuerzos de los Sheet - We Member Permanent BraciBg/Web Reinforcement for more information. All other miembros secundarios (webs) para mayor information. EI permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del of the Building Designer. Disenador del Edificio. QThe consequences of improper handling, installing . f and bracing may be a collapse of the structure, or m h ' worse, serious personal injury or death. a n w EI resultado de un manejo, instalacidn y arriostre inadecuados, puede ser la tarda de la estructura o aun peor, muertos o heridos. on vertical webs in line 2x4x12' length lapped Banding and truss plates have sharp edges. Wear — — ,!s gloves when handling and safety glasses when , cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando corte los empaques. HANDLING MANE,O j ]( Allow no more No permita mas uu than 3" of defec- de 3 pulgadas de tion for every 10' pandeo por cada 10 of span. pies de tramo. ,o 3 10 i 6"man. _T_ a Spreader bar for truss bundles ('Check banding Revise los empaques L=� prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. ONE WEEK OR LESS MORE THAN ONE WEEK �1a j Bundles stored on the around for one i week or more should be raised by blocking i at 8' to SO' on center. Los paquetes almacenados en la tierra por Do not store on No almacene en i uneven round. tierra desigual. ' ung semana o mas deben ser elevados g con bloques a cada 8 o 10 pies. For long term storage, cover bundles to pre- tt.JJ vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cu bra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. a j 1 t r7 r7 1 HAND ERECTION — LEVANTAMIENTO A MANO r/( Trusses 20' or 17( Trusses 30' or LJ less, support - lr I less, supportat �t at peak. quarter points. Levante Levante de \ ' del pito los los cuartos trusses de 20 de tramo los pies o menos.trusses de 30 Trusses u to 20' pies o menos. Trusses up to 30' P 1► Trusses hasta 20 pies ( �russes hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posid6n con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2.- 1 truss length Tagline E— TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe in Toe -in Spreader bar 1/2 to Tagline 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar/�, Attach 10' D.C. above or stiffbeck max. mid -height 14 0 Spreader bar 2/3 to E— 3/4 truss length Tagline T — TRUSSES UP TO ANDOVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- ¢ - R and Temporary Bracina for more information. Vea el resumen BCSI-B2 - Instalaci6n de Trusses D \ y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing, Coloque los arriostres de tierra para el primer truss dlrectamente en Ilnea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �—before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior tare jn Utilice cuidado :her of- ,, especial en dias de ventosos o cerca de . a q cables electrieos o de 45' to 60' aeropuertos. ('Check banding Revise los empaques L=� prior to moving antes de mover los bundles. paquetes de trusses. Q Avoid lateral bending. — Evite la flexion lateral. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. ONE WEEK OR LESS MORE THAN ONE WEEK �1a j Bundles stored on the around for one i week or more should be raised by blocking i at 8' to SO' on center. Los paquetes almacenados en la tierra por Do not store on No almacene en i uneven round. tierra desigual. ' ung semana o mas deben ser elevados g con bloques a cada 8 o 10 pies. For long term storage, cover bundles to pre- tt.JJ vent moisture gain but allow for ventilation. Para almacen-amiento por mayor tiempo, cu bra los paquetes para prevenir aumento de humedad pero permita ventilaci6n. a j 1 t r7 r7 1 HAND ERECTION — LEVANTAMIENTO A MANO r/( Trusses 20' or 17( Trusses 30' or LJ less, support - lr I less, supportat �t at peak. quarter points. Levante Levante de \ ' del pito los los cuartos trusses de 20 de tramo los pies o menos.trusses de 30 Trusses u to 20' pies o menos. Trusses up to 30' P 1► Trusses hasta 20 pies ( �russes hasta 30 pies HOISTING — LEVANTAMIENTO QHold each truss in position with the erection equipment until temporary bracing is installed and truss is fastened to the bearing points. Sostenga cada truss en posid6n con la grua hasta que el arriostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No levante del pito los trusses de mas de 30 pies. Greater than 30' Mas de 30 pies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less Approx. 1/2.- 1 truss length Tagline E— TRUSSES UP TO 30' TRUSSES HASTA 30 PIES Toe in Toe -in Spreader bar 1/2 to Tagline 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES Locate Spreader bar/�, Attach 10' D.C. above or stiffbeck max. mid -height 14 0 Spreader bar 2/3 to E— 3/4 truss length Tagline T — TRUSSES UP TO ANDOVER 60' TRUSSES HASTA Y SOBRE 60 PIES BRACING - ARRIOSTRE QRefer to BCSI-B2 Summary Sheet - Truss Installa- ¢ - R and Temporary Bracina for more information. Vea el resumen BCSI-B2 - Instalaci6n de Trusses D \ y Arriostre Temporal para mayor informaci6n. Do not walk on unbraced trusses. No camine en trusses sueltos. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing, Coloque los arriostres de tierra para el primer truss dlrectamente en Ilnea con cada Una de las filas de arriostres laterales temporales de la cuerda superior. Brace first truss well �—before erection of additional trusses. Top Chord Temporary Lateral Bracing (TCTLB) BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO QThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies maximo 45' to 60' Cox. max. 45 a 60 pies 6 pies maximo 60' to 80 4' o.c. max. 60 a 80 pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un ingeniero para trusses de mas de 60 pies. Z I of See BCSI-B2 for TCTLB options. Vea el BCSI-B2 para las opciones de TCTLB. \ Refer toC3 SI -86 � . . Summary �S ,eet - Gable End Frame B—ar ting• 1 /f Repeat diagonal braces. Vea el resumen SCSI -B6 - Arriostre Repita los arriostres del truss terminal diagonales. de un techo a dos aquas, (—/( Set first five trusses with spacer pieces, then add diagonals. Repeat lJ process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. , "� � �'�• "� �, � Diagonal braces " every 30 truss spaces (20' max.) 10'-15' max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web nin. 10'-15' max. same spacing 'as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 QRefer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10 o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Diagonal braces 15 1j Permanent Bracing 10' oC _ every 15 truss for Parallel Chord spaces (30' max.) Trusses for moreinformation. 12.5' Max Bow '� L� 7/8" Vea Vea el resumen Tolerances for _D/50 D (ft.) BCSI-B7 - Arriostre 1" 16.7 ¢ (�{+, P i temporal y 1/4„ 1 permanente de The end diagonal trusses de cuerdas brace for cantilevered 1/2" 2' paralelas para mayor trusses must be placed Lateral braces 20.8' informacidn. on vertical webs in line 2x4x12' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board 12" Tolerance for Out -of -Plane. —Tolerancias para Fuera de Plano. 16" Asphalt Shingles Q Max. Bow Max. Bow Length —'I fl — Max. Bow Truss Length Clay Tile 3-4 tiles high �— Length n 3/4" 12.5' Max Bow '� L� 7/8" 14.6' Tolerances for _D/50 D (ft.) 1" 16.7 IJ Out-of-Plumb.I 1/4„ 1 1-1/8" 18.8' Tolerancias paraI 1/2" 2' 1-1/4" 20.8' Fuera-de-Plomada.a 1-3/8" 22.9' Plumb 3/4" 3' o bob 1" 4' 1-1/2" 25.0' 1-3/4" 29.2' 0/50 max /` 1-1/2" 6' 2" ? 33.3' 1-3/4" T 2" >— 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los arriostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high BCSI-B4 Carga de Construction para mayor informaclon Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. r7( Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses tomo sea posible. fes( Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES QRefer to BCSI-B5 Summary Sheet - Truss Damage Jobsite Modifications and Installation Errors. Vea el resumen BCSI-B5 DODS de trusses Modjficaciones en la Dbrav Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningun miembro estructural de los trusses, a menos que este especificamente permiddo en el dibu)o del diseno del truss. Q, Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se ban sobrecargado durante la construction o ban sido alterados sin Una autorizaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if applicable) are m- pable to undertake the workthey have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are intended toensure that the overall construction techniques employed will put Floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor. It is not Intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and It does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandra, VA 22314 608/274-4849 • www.woodtruss.com 703/683-1010 • wwwApinst.org BIWARN11x17 20050501 A I ar E� I_ I Y � 7� �( i � Y Y • i � e � sy q a Q Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. verticales de trusses. 71 compliance Standard Proposed Compliance Energy Use (kTDV/sf-yr) CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Space Heating......• The Merrifield Addition Date..05/16/06 92.00 143.63 08:40:03 Project Title.......... ******* 1960 Cummings Lane 11.98 0.00 Project Address........ *v7.10* Durham, ******* ing Permit F�p Documentation Author .• unnells EnergyMarty CalculationServices ___ Chec Date 3.31 574 Manzanita Avenue, Ste 9 n *** HERS Verification Chico, CA 95926—DFie d CFec ate 530-894-8466 Climate Zone ........... v7.10 for 2005 Standards by Enercomp, Inc. Method .... MICROPAS7 Compliance •• MICROPAS7 v7.10 Fl227CaDculationZSer�ic PRunr144FOSFMAddition User#-MP1333 UserEnergy • MICROPAS7 ENERGY USE SUMMARY GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type .•.•••••• Vintage Assumptions ....••• Fuel Type ................. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. ° Weather Data Type .......... Floor Construction Type . Number of Building Zones ... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average. Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height.. ... Required 1942 sf Single Family Detached Existing+Addition+Alteration Before 1978 NaturalGas Front Facing 180 deg (S) 1 1 FullYear Raised Floor 2 15536 cf 0 sf 11.4 % of floor area 1.17 Btu/hr-sf-F 0.76 8 ft Standard Proposed Compliance Energy Use (kTDV/sf-yr) Design Design Margin Space Heating......• 94.50 144.44 92.00 143.63 2.50. 0.81 Space Cooling...••••••• 11.98 11.98 0.00 Water Heating .......... Total 250.92 247.61 3.31 *** Building complies with Computer Required Performance *** for Compliance *** *** HERS Verification GENERAL INFORMATION HERS Verification.......... Conditioned Floor Area..... Building Type .............. Construction Type .•.•••••• Vintage Assumptions ....••• Fuel Type ................. Building Front Orientation. Number of Dwelling Units... Number of Building Stories. ° Weather Data Type .......... Floor Construction Type . Number of Building Zones ... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average. Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height.. ... Required 1942 sf Single Family Detached Existing+Addition+Alteration Before 1978 NaturalGas Front Facing 180 deg (S) 1 1 FullYear Raised Floor 2 15536 cf 0 sf 11.4 % of floor area 1.17 Btu/hr-sf-F 0.76 8 ft -CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICR0PAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition BUILDING ZONE INFORMATION Floor # of # of Area Volume Dwell Peop- Zone Type (sf) (cf) Units le Cond- Thermo- it- stat Toned Type 'HOUSE - Existing Residence 1798 14384 0.93 3.7 Yes Setback ADD - New (Added) Residence 144 1152 0.07 0.0 Yes Setback OPAQUE SURFACES Vent Vent Verified HeightArea Leakage or (ft) (sf) Housewrap 2.0 Standard No 2.0 Standard No FENESTRATION SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Location/Comments Reference Comments HOUSE - Existing 1 Wind Front (S) 1 Wall Wood 406 0.356 0 0 180 90 Yes IV.9 Al FRONT 2 Door Other 10 0.500 0 0 180 90 Yes IV.5 A4 FRONT 3 Wall Wood 208 0.356 0 0 270 90 Yes IV.9 Al LEFT 5 Wall Wood 307 0.356 0 0 0 90 Yes IV.9 Al BACK 7 Door Other 9 0.500 0 0 0 90 Yes IV.S A4 BACK 8 Door Other 9 0.500 0 0 0 90 Yes IV.5 A4 BACK 10 Wall Wood 208 0.356 0 0 90 90 Yes IV.9 Al RIGHT 12 Roof Wood 1798 0.300 0 0 n/a 0 Yes IV.1 Al TO ATTIC 14 Floor Wood 1798 0.099 0 0 n/a 0 No IV.20 Al RAISED FLOOR HOUSE - Deleted 6 Wall Wood 84 0.356 0 0 0 90 Yes IV.9 Al BACK ADD - New (Added) 4 Wall Wood 84 0.102 13 0 270 90 Yes IV.9 A3 LEFT 9 Wall Wood 96 0.102 13 0 0 90 Yes IV.9 A3 BACK 11 Wall Wood 90 0.102 13 (19 0 90 90 Yes IV.9 A3 RIGHT 13 Roof Wood 144 0.032 30 0 n/a 0 Yes IV.1 A17 TO ATTIC 15 Floor Wood 144 0.037 0 n/a 0 No IV.20 A4 RAISED FLOOR FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments HOUSE - Existing 1 Wind Front (S) 12.0 1.280 0.800 180 90 Standard FG1 j 2 Wind Front (S) 18.0 1.280 0.800 180 90 Standard FG2 3 Door Front (S) 10.0 0.990 0.740 180 90 Standard FG3 4 Wind Front (S) 40.0 1.280 0.800 180 90 Standard FG4 5 Wind Left (W) 24.0 1.280 0.800 270 90 Standard LG1 7 Door Back (N) 9.0 0.990 0.740 0 90 Standard BG1 8 Wind Back (N) 20.0 1.280 0.800 0 90 Standard BG2 9 Wind Back (N) 16.0 1.280 0.800 0 90 Standard BG3 10 Wind Back (N) 12.0 1.280 0.800 0 90 Standard BG4 11 Door Back (N) 9.0 0.990 0.740 0 90 Standard BG5 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 3 Prosect Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition Orientation 12 Wind Back (N) 14 Wind Right (E) 15 Wind Right (E) HOUSE - Deleted 13 Wind Back (N) ADD - New (Added) 6 Wind Left (W) 16 Wind Right (E) FENESTRATION SURFACES Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments 9.0 1.280 0.800 0 90 Standard BG6 12.0 1.280 0.800 90 90 Standard RG1 12.0 1.280 0.800 90 90 Standard RG2 12.0 1.280 0.800 0 90 Standard BG7 12.0 0.400 0.400 270 90 Standard LG1 6.0 0.400 0.400 90 90 Standard RG1 OVERHANGS HVAC SYSTEMS Verified Number Window Overhang Verified Verified Area System Left Right Surface (sf) Width Height Depth Height Extension Extension ADD - New 6 Window (Added) 12.0 n/a 3 2 0 n/a n/a 16 Window 6.0 n/a 3 2 0 n/a n/a HVAC SYSTEMS Verified HVAC SIZING Number Verified Verified Verified Verified Maximum System of Minimum (Btu/hr) Refrig Charge Adequate Airflow Fan Watt Draw Cooling Capacity Type Systems Efficiency EER or TXV ADD - New (Added) n/a HOUSE - Existing 0.780 AFUE n/a n/a n/a 2291 Furnace ACSplit .93 93 13.00 SEER No Yes No No No No No No ADD - New Furnace (Added) 0.780 AFUE n/a n/a n/a n/a n/a L ACSplit .07 .07 13.00 SEER No Yes No No No HVAC SIZING Total Sensible Maximum Heating Cooling System Load Load Type (Btu/hr) (Btu/hr) HOUSE - Existing n/a Furnace 109443 2748 ACSplit n/a 70987 ADD - New (Added) n/a Furnace 4048 ACSplit n/a 2291 Verif ied Design Maximum Cooling Cooling Capacity Capacity (Btu/hr) (Btu/hr) n/a n/a 85127 n/a n/a n/a 2748 n/a ZTIVICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 Dject Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition Total 113492 73278 87875 n/a Sizing Location............ CHICO EXP STA Winter Outside Design...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F DUCT SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications; and *** *** verified during plan check and field inspection. *** pis building incorporates a HERS verified Refrigerant Charge test a HERS verified Thermostatic Expansion Valve (TXV). If a )oling system is not installed, then HERS verification is not necessary. ie existing building incorporates higher opaque U -factors or F -factors than ie defaults for the specified vintage. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** zis building incorporates a HERS verified Refrigerant Charge test r a HERS verified Thermostatic Expansion Valve (TXV). If a Doling system is not installed, then HERS verification is not necessary. Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts HOUSE - Existing Furnace Attic R-2.1 Pre2001 No No ACSplit Attic R-2.1 Pre2001 No No ADD - New (Added) Furnace Attic R-4.2 No No No ACSplit Attic R-4.2 No No No SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications; and *** *** verified during plan check and field inspection. *** pis building incorporates a HERS verified Refrigerant Charge test a HERS verified Thermostatic Expansion Valve (TXV). If a )oling system is not installed, then HERS verification is not necessary. ie existing building incorporates higher opaque U -factors or F -factors than ie defaults for the specified vintage. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** zis building incorporates a HERS verified Refrigerant Charge test r a HERS verified Thermostatic Expansion Valve (TXV). If a Doling system is not installed, then HERS verification is not necessary. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition REMARKS All unknown energy values for the existing residence are taken from Table R3-11, default assumptions for existing buildings built prior to 1978. Additions and alterations typically have special rules for modeling to avoid an undue energy penalty. These modeling assumptions may result in a HERS verification note on the Certificate of Compliance. Such measure(s) are for modeling assumptions only. The general guideline is when additions and alterations use existing equipment for space conditioning, the existing building zone and the addition zone use current Package D assumptions for the HVAC system to avoid an energy penalty. Package D in Zones 2 and 8 - 15 is 13 SEER with Verified Refrigerant Charge or TXV. Package D in Zones 1, 3 7 and 16 is 13 SEER. (fNote that existing duct systems being extended less than 4 Ill linear feet into unconditioned space do not require duct leakage testing. Conditioned square footage is determined by the conditioned footprint of each floor or level. Ceiling height is not I� used to determine floor area. Additionally, stair areas are counted at each floor or level. The reference FRONT orientation used in these calculations may or may not contain the entry door to the dwelling. This in no way affects the accuracy of these calculations. Any new wall between nc conditioned space and crawlspace or I' attic shall be insulated to a value of R-19 or greater. Energy Calculation Services has C -HERS raters on staff. If these documents require HERS inspections or testing we are certified to provide these services. Please call 1 (530) 894-8466 for additional information. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 6 Project Title......... The Merrifield Addition Date..05/16/06 08:40:03 , 7ADD Wth-CTZ11S05 Program -FORM CF -1R MICROPAS7 v7.10 File-0622 alculation Servic Run -144 SF Addition User#-MP1333 User -Energy C COMPLIANCE STATEMENT and This certificate of compliance complytwith Title -24, Partsrls and performance specifications needed to California Code of Regulations, and the administrative athee individualnswith implement them. This certificate has been signed by overall design responsibility. r�ryT Trrti-TTTT T'T (11\T ATTTNOR Name.... Title ... Agency.. Phone... Signed. - __(aa t e_�— DESIGNER or OWNER Name.... V/ 4L !� J Name .... Company. Marty Runnell s Energy Calculation Services Company. Address. 574 Manzanita Avenue, Ste 9 Address. Chico, CA 95926 Phone... 530-894-8466 Phone... t License. II /, Si ned.. 5 to II Signet .. ;:�utr '� g ate ENFORCEMENT AGENCY Name.... Title ... Agency.. Phone... Signed. - __(aa t e_�— TT ,T rrnov M'P;VgTTRES CHECKLIST: RESIDENTIAL MF -1R Page 1 Date .. u5/16/06 08:40:03 .. The MerrifiesdLAaddition Project Title........ ******* 1960 Cumming Project Address .• *v7.10* Durham, Ca. ******* Bui ing Permit Documentation Author... Marty Runnells Energy Calculation Services p an C H—ecT Date 574 Manzanita Avenue, Ste 9 Chico, CA 95926 Fie Check Date 530-894-8466 Climate Zone ........... 11 Enercomp, Inc. Compliance Method...... MICROPAWth-CTS7 v7.10 for 2005 Standards MF-1R MICROPAS7 v7.10 File-06227caDculationZSerOic Program-FORM SF Addition User4-Mt1333 User -Energy ain these e residential buildings subject to the Standards mustentnCompliance measLowrr roach used. More string measures regardless of the compliance app supersedeliance the items marked with requirements fromthe thisertichecklificate �t is incorporated into the p ermit documents, an asterisk (*) all parties as minimum component the features noted shall be considered by specifications for the mandatory measures whether they are shown performanceP he documents or on this checklist only. elsewhere in tDe_ En- sign- force - BUILDING ENVELOPE MEASURES n/a er ment *150(a) Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manioncinrwood frameddwalls lor *150(c): Minimum R-13 wallmetallframe walls (does not apply equivalent U -factor in framed floors to exterior ma ss walls) *150(d): Minimum R-13 raised floor insulation in or equivalent U -factor liances 150(e) Installation of Fireplaces, Decorative Gas App and Gas Logs built fireplaces have: 1. Masonry and factory- lass door covering the entire a. Closeable metal or g flue opening of the firebox b. Outside air intake with damper and control, damper and con lights allowed p s pilot g 51 I 2. No continuous burning ga P with Sec. 1 Air retarding wrap installed to comply 150(f): uirtardin specified in ACM Residential Manual meets req 150(8): Vapor barriers mandatory absorptionclimate erate �for th16 e e insulation P 150 (1) Slab edge reater than 0.3%, insulation material without o greater 2.0 perm/inch ✓ ermeance rate no g quality water vapor P specified or installed meets insulation q Y 118: Insulation sp e and include CF -6R form standards. Indicate type a Exterior Doors and Infiltration% 116-17: Fenestration Prod Exfiltration Controls en conditioned. and unconditioned 1. Doors and windows betwe spaces designed to limit airleakagehave 2. Fenestration products -fa(excep certified Solar Heat Gain label with certified U -factor, Dints Coefficient (SHGC), and infiltration certification alljoints 3. Ex ter doors and windows weatherstripp and penetrations caulked and sealed PLUMBING SYSTEM MEASURES SPACE CONDITIONING, WATER HEATING AND V De- En- ,1ANDA'I'ORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 2 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA 150(i): Setback thermostat on all applicable heating and/or • cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation .1. Storage gas water heaters rated with an Energy Factor pped with insulation less than 0.58 must be externally wra having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping .insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 poi meet requirements of Table 123-A -�� luding that due 5. Insulation must be protected from damage, inc to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7. Solar water -heating systems/collectors are certified by thio Solar Rating and Certification Corporation 1z_ *150 (m) : Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, an— plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not c be used for conveying conditioned air. Building cavities and ontain ducts. Ducts installed in support platforms may c cavities and support platforms shall not be compressed to cause tionahe ducts reductions in the ofcross-sec systemslandetheirara oftcomponents 3. Joints and MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 3 Prn;ect Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores_ 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light ✓ 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heatingy b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch —� 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 118(1): Cool Roof material meets specified criteria _ RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 4 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option ,/ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non- -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) ,/ RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Page 1 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 R i MICROPAS7 v7.10 Mr— User-Energy7CalculationZSerOvic Program-Fut-01 FO 144SFMAddition User#-MP1333 33 al rated wattage of permanently installed luminaires in At least 50% of the tot luminaires hareanothigh higheffccymust efiaumrebeasswwi the kitchen must be in tched in Table 150-C. Luminaires that separately. KITCHEN LIGHTING SCHEDULE High Efficacy Luminaire Type (Yes/No) Watts High Efficacy Other Quantity Watts Watts x or or x = or x x = or x or Total A= B= Complies if A >= B Yes No Rules for Determining Residential Kitchen Luminaire Wattage rated Screw Base Sockets - Section 130 (c) 1 maximum in (Not containing permanently installed balpermanentefactory-instalpledglabel wattage of the luminaire, as listed onaop wattage of lamp that is used) (luminaire wattage is not based on type Remotely Installed Permanently or Ballasts - Section 13t(combination based on The operating input wattage of the rated lamp/ ballast on catalogs base values published r in manufactures independent testing lab reports. - Section 130(c) 3 Line Voltage Track Lighting (90 through 480 volts) the higher of 1. Volt-ampere (VA) rating of the intebranch currentcircuit limiter, feeding thetracks;of or 2. For tracks equipped with an g integral current limiter contr The wattage (or VA) rating of an approved or 15 watts per linear foot of the track; the higher of 3. For tracks weThlinear footategoflthertrackrent loriter, g 45 watts P of all of the luminaires included in the system. The total wattage- Section 130(c) 4 Low Voltage Track Lighting (less thaneedin90 olthe system, as shown on a of the transformer feeding ted wattage Rad label permanent factory-installe Other Lighting - Section 130(c) 5 that are not addressed in Sections 130 (c) 1-4)The listed on a (Lighting systemsor operating input wattage of the system, maximum rated wattage, published in manufacturer's catalogs, permanent factory installed label, or p based on independent testing lab reports. HVAC `SIZING HVAC Page 1 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 ******* Project Address........ 1960 Cummings Lane Durham, Ca. *v7.10* Documentation Author... Marty Runnells ******* Building Permit t Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 € 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition GENERAL INFORMATION Floor Area ................. 1942 sf Volume ..................... 15536 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 22 F Winter Inside Design....... 70 F Summer Outside Design...... 100 F Summer Inside Design....... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.19 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 61980 35355 Glazing Conduction and Solar..... 12428 11371 Infiltration....... ............ 9059 2888 Internal Gain.................... n/a 2456 Ducts ............................ 30025 21209 Sensible Load....... ........... 113492 73278 Latent Load...................... n/a 14597 Minimum Total Load 113492 87875 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING HVAC Page 2 Project Title.......... The Merrifield Addition Date..05/16/06 08:40:03 MICROPAS7 v7.10 File-06227ADD Wth-CTZ11S05 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -144 SF Addition HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 1798 sf Volume ........................... 14384 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 59791 Glazing Conduction and Solar..... 12083 Infiltration ..................... 8387 Internal Gain .................... n/a Ducts ............................ 29182 Sensible Load .................... 109443 Latent Load ...................... n/a Minimum Zone Load 109443 ZONE 'ADD/N' Floor Area ....................... 144 sf Volume ........................... 1152 cf Heating Description (Btu/hr) Opaque Conduction and Solar...... 2188 Glazing Conduction and Solar..... 346 Infiltration.......... ......... 672 Internal Gain....... ........... n/a Ducts ............................ 843 Sensible Load .................... 4048 Latent Load...................... n/a Minimum Zone Load 4048 34467 10825 2674 2344 20677 70987 14141 85127 Cooling (Btu/hr) 888 546 214 112 532 2291 456 2748 : i L North I 0 I �- 5Cl�L� 20 G 1960 Lane 0 CI,Imm m s e "lFlam , liver Ca Ifornia _ A,p, 40 160 6� N a �t 13athroom Addition -6 � 5 _ pp Kl`9\TY OWN �, 0 � VVI PILI N ANP �U�-I Map. �Ln a., �XI5�1NG 1'Np�� �G,�O M INGL� FAMILY p ft � 0 5 _AMI FSIpFNC� a bathroom Add it 1000G, �., 5�f'11C TANK �IN� 125 pp��.`Y L�ACN 125 S�CONnA�Y ( � p � LACFM�N�') LFACN LINA _ i--- ' -Ks �i NG DIVISION - ,�� BllILDIPJG PLAN V xistl APPROVAL Wel lse. Date: vL e �.� Par 1 000 Parking: ., . 9 Lands a Ping. G1 ank pr. 1. 511 PLAY, � Oti;,,C Signature: nature. �xlst prima Line � � � 2, FOUN12A1`ION PLAN . . �L p I � Ine 00. LAN �xistinq rIma � WOO rl a I In t'rlma Line6 �xst q � II CSU Ln NG 51�CTION ANP VU55 nMllS ITAp AN12:5lL9M Tl0N a IIS umnm0 u/ I TY • �N �-0 ...E 5H��f 10rz Graced W311 panel 5chedul e ► x8r 5/ 8'' 0503 �N FN 511 �d 81, Feld Note -5: Al GWP Attached to floor framtnq w/ 1-5-16d every 16" 12'— 0 29 —0 t —8-3'-4 13 0 01 d �XPANP FO✓(ING TG 24 5D. , c 2 4 .r� v ,,vr�aa w r 2 X 8..51' I acGk �Ip.P�� 112U55 C3�Ap,ING 55 l 5I. JPI.J: 1 dpi' Y� �G �x l IGI- .P, W G NPu EXI511 UUNP�:3YLOOP AC a` 2M 10570-: ��t- —�__ �— —_ _10"'2 x WW or; pT SILL, co'uT 2 I ! ( „ ,I V 2 XI c , », 'v WITH I/ O AG 6'-011 DC In n n - I I 40511. 4 I II I i 6 MIV a �XMNG 13Nnp00M I i ( a 12 0 I I �.� 9_ 2 I I I6 II � _l L_ I _ 2668 Lt- -tr- GAv,05 EXL1MG1 J�VIi�X Y I r -a r, i�itV All' 501 �. �XIS1IVU UNP: LOGS a 3 0 5. I I I W -MAIN 4 IVW. (GOh,T 0 I Acc�55 To I ' e,L =1v 6 MIV cf,d ,r. rna���; \ — ----- -- ®a 6n V9. 30c, f�� e v�n�rr�.v 5-0 T� Q ( � GAt? quill ANq G�O.tf 3 . pax. �u.l Jr�c-t;�t� 4 I� II ��>1� I // % S V V a I L� — — I_ TG ..XI 11 G p0U gA110N MIN. �r a,�.n,c> -i— 1 I � l i � MIN, �MG�q I ,, � 1 „ 6 _ _8 3 3 S 4 -011FOUNPAVION PFTAL 'A'F�OOK I I) 1 F�ANFOUNPATION PLAN I i I NTS..... I I I0 0� WWWON G T � — L p�OVIgC WN, I/ Iy0 5� UNq �.0 AP.�A i 4 5F PA-WOOM APPi110N ANq MS � �Illq V,r,I�Y LXIa11N.� 12001' PITCH G�gI;00M � XpAN510N pM�N��IN.��q t'G0� 11?U55f�5 '?,411 1, Al windows dui pane vfn4 cu mt N.�,C, - 2,All elec,rfc31 per rr GENERAL STRUCTURAL NOTES 1. The contractor shall verify fY all dimensions and condrt,ons at th . 1ob sitee prior t o starting of construction and the designersha ll benotified of amy d�scr-pa: ncies with any work so involved. be of 6t some shown for not fully shown on tans shallE e nature as those sho Z Details of construction p Y similar conditions. 3, All Phasesof work shall conform to the minimum rmum standards o the latest applicable 1icable editions of the Uniform Building Codes. tr i n of all fors bracing and shoring design and cons uct o m a responsible for adequate d 1 be res o 4. The contractor shat p q g 9 9 shoring s required. 5. Foundation design based on allowable soil bearing pressure of 1500 PSF (no soils report)or t le hall be made b steps of 12 e vat n s n in o level rade and changes 6. A11 foundations shall bear on e e g g y Ppy in height and 24 min.. width. Cantrnurty of footing reinforcing spall be maintaed. 7. All sawn structural member and their fasteners shall conform to UBC standards and shall be minimum grades as follows: P,,,OOF V AV 2x .and 4x Members D.F. J2 Except • - ii Non bear�n studs and plates, 9 2x blockingD.F. stud grade �I I , ppOVlq� MIN, 1, � 7U Sr% AMC V�N11.ATI0V 6x Members D. F. No. 2, ALL N;AGFC;S 4 X 12 UVO r contact with concrete shall be pressure treated 8. All wood in direct contact. with earth or n p . ed wood. hem fir or foundation grade (close grained) r - 9. Plywood9 sheathing shall conform to APA U.S. Product Standard PS 1-95 and OSB Sheathing t Standard PS 2-92. Sheathing shall be laced with face rain perpendicular to APA U.S. Product 9 P 9 P P - ram Case 1 to supports (in compliance with Table 23-11-H of CBC Diag ) U.N.O. Wood no�l�n shall provide with common wire nails of sizes and numbers per Table 2J -11-B-1 10. W d g CBC except where more specific no�lrn is noted on plans. Equivalent capacity fasteners approved P P g lCBO may be used. I 1 b 1 � i y y i t IiI I � , 1 i i I ii}I i !III I�il� I1 I 1 1 11. All anchor, log and: machinebolts shall conform to ASTM A307 requirements for unfinished bolts. I I Ir I it I i 1 I 1 I I t i 12. The ultimate compressive strength of concretee shall be 2�OOPS/ min. �n 28 daYs � , , I ! 4 �s I Tie Company. Equivalent13. Metal connectors noted on plans are as manufactured by Sinson Strong i l 1 I may be substituted. 1 connectors approved by ICBO y � i I j f , rM Asp f AST Grade 40. l 14. Reinforcing steel shall conform to requirements a 1., pITCN SPAN � 12 'i , I 2 °LYWP SN'MN .a p,pp T01�U5 / 5�5 q�TPdl @ C3JILPIV� S�C71rJN — c _.�.241 COMp051T10N 51i\625 i 24" I I , r NAN.� �Y,ISTING 1pJ. 5 � I�� Sr � .� VU55 WI1H fRJ55 Mrp, App DV�P V XISTING pIPG� 11;J55 pOOr i i KWC,1�p5 ff i f- r 1 ji I 1 i i i 29' i , i I � ! , ! I , , 1 i l ' i in height and 24 min.. width. Cantrnurty of footing reinforcing spall be maintaed. 7. All sawn structural member and their fasteners shall conform to UBC standards and shall be minimum grades as follows: P,,,OOF V AV 2x .and 4x Members D.F. J2 Except • - ii Non bear�n studs and plates, 9 2x blockingD.F. stud grade �I I , ppOVlq� MIN, 1, � 7U Sr% AMC V�N11.ATI0V 6x Members D. F. No. 2, ALL N;AGFC;S 4 X 12 UVO r contact with concrete shall be pressure treated 8. All wood in direct contact. with earth or n p . ed wood. hem fir or foundation grade (close grained) r - 9. Plywood9 sheathing shall conform to APA U.S. Product Standard PS 1-95 and OSB Sheathing t Standard PS 2-92. Sheathing shall be laced with face rain perpendicular to APA U.S. Product 9 P 9 P P - ram Case 1 to supports (in compliance with Table 23-11-H of CBC Diag ) U.N.O. Wood no�l�n shall provide with common wire nails of sizes and numbers per Table 2J -11-B-1 10. W d g CBC except where more specific no�lrn is noted on plans. Equivalent capacity fasteners approved P P g lCBO may be used. I 1 b 1 � i y y i t IiI I � , 1 i i I ii}I i !III I�il� I1 I 1 1 11. All anchor, log and: machinebolts shall conform to ASTM A307 requirements for unfinished bolts. I I Ir I it I i 1 I 1 I I t i 12. The ultimate compressive strength of concretee shall be 2�OOPS/ min. �n 28 daYs � , , I ! 4 �s I Tie Company. Equivalent13. Metal connectors noted on plans are as manufactured by Sinson Strong i l 1 I may be substituted. 1 connectors approved by ICBO y � i I j f , rM Asp f AST Grade 40. l 14. Reinforcing steel shall conform to requirements a 1., pITCN SPAN � 12 'i , I 2 °LYWP SN'MN .a p,pp T01�U5 / 5�5 q�TPdl @ C3JILPIV� S�C71rJN COMp051T10N 51i\625 Glpl?,p WJ55 24" / 211 GYp Gq i, 11? 2 X �} STL�"i �p,AMIN.� 16 oc 6 5 , WALL5 ANP G G 5811ISIPI 8 LAIpil ppAlJG p � W/ 2X MT -,p5 AVP PICPG; p-19 TWICA, [%LPIN6 5�CVON_ �" I -0„ f* J f X 15. Splices in continuous reinforcement shall be 50 bar drometen or 24 min. OW\,;f;; IWIV ANP 90 M IT&IFLP dowels anchor bolts anchors, etc. to be embedded into concrete, shall be secure) 16. Reinforcing, , � 1' positioned before placing of concrete. 51P� GMM, GY: P -,,,FAP,\ �V/ATIO _ 7 �V�/AIQ\ JGPI GA�ii51�V PATS; 1/41111-O .„ Sl1110 at I of l