Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
064-350-001
64-35-01 JERRY BURTON/JOHN MALONE I (� 14177 Decatur Dr, Magalia 31 Permit#1537-89B,P,E,M(riew. sing-e_-fami. 064-350-001 06-1774 ESLICK, PAUL 14177 DECATUR DR, MAGALIA Cont: GREENE & SON ROOFING. RE ROOF i 64-35-01 JERRY BURTON/JOHN MALONE I (� 14177 Decatur Dr, Magalia 31 Permit#1537-89B,P,E,M(riew. sing-e_-fami. 064-350-001 06-1774 ESLICK, PAUL 14177 DECATUR DR, MAGALIA Cont: GREENE & SON ROOFING. RE ROOF �,p � M � Lt's ��r�� f Butte County Department of Development Services NOTES , 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 www,buttecounty.neVdds RESIDENTIAL OG -/ 77dl APN: �3so "off Permit No. Owner. /41/ 77 �Ga-Tkk�t Site Address:. _ ` ' Contractor. Yl Type of Permit: Inc IV + vl�= d. 1 i SPECIAL CONDITIONS ' CHECKED BY I❑ SRA ❑ FLOOD CERTIFICATE EQUIRED ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS - ❑ VERIFY . i ❑ USE PERMIT CONDITIONS' ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID. - ❑ ENV HLTH CLEARANCE DATE JOB SIGNATURI 4 ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP061774 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: 07/24/2006 APN: 064;.350-001-000 the Business and Professions Code, and my license is in full force and effect. License Class: C — 9 License Number: 2 ZaDS% Site Address: 14177 DECATUR DR MAG Dale: '-r? Contractor. L-4'ci_a g/S.&z2&a Map Index: Description: re roof 29 sq OWNER -BUILDER DECLARATION I hereby affirm under penally' 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 permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ESLICK PAUL & IRENE to its issuance, also requires the applicant for such permit to file a P O BOX 1769 signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractors State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95967 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 penally 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,'6usiness and Professions Applicant: GREENS &SON ROOFING pp Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or herown employees, PO BOX 2467 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one PARADISE, CA 95967-2467 year of completion, the owner -builder will 'have the burden of 530-873-3940 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:. GREENE & SON .ROOFING and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). PO BOX 2467 ❑ 1 am Exempt under Article 3 of the Business and Professions Code PARADISE, CA 95967-2467 530-873-3940 Date: Owner: License #: 275057 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 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. Engineer:, .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: �rtf�"hZ Fla Carrier: 't) Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Census Code: El P 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 t forthwith comply with those provisions. Dale: Applicant: WARNING: Failure to secure workers' compensation coverage is til �O unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of / compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is reby' sued and r e apolicable provisions of the Butte County Codes anrvor I hereby affirm that there is a construction lending agency for the of the work for which this is issued 3097 Civ.) Resolution o do w indicate above' f which fees have been paid. performance permit (Sec Name: /fes_ By: _, Date: f Address: PERMIT EXPIRES ON: :?.— Date —iT O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the Califomia Health and Safety Code, which regulate the storage, handling and use of hazardous materials. t O 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. ' I hereby certify that I have read this application, 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 _ all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official f m or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: ��7 G �' `� Signature: /e —' � � Z, Date: / 0Owner Contractor 13 Agent for Owner ❑ Agent for Contractor +=OK O = Net OK 'MANUFACTURED -HOMES µ }' MISCELLANEOUS - DATE PERMANENT FOUNDATION Lj SOFT -SET - -_DATE TD E C K S -C O V E RSC A R PO RTS •G A R A G E S 1 ZoningSetbacks-Easements 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 2 Figs; SoitsSz-0pthSpacing-DnnctrsSteel . 3 Sewer; Loctn-Test; Fall/C/0-Concrete 3 Decks, Girders/Joists-0cking-Brcing 4 Wtr; Loctn-Test-Easement_ Needed -Regulator Stairs-Guard/Handrails 5 Elec Loctn Clrncs-Grnd Amp -Concrete 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg. 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPO Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Encisrs 7 Blckng; SzSpacing-Marriage Une 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 8 Firm Sills-AnchrsStuds4bas Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -,Stucco -Lath 11 Wtr & Sewer Connected -C/O to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext;'Steps-Doors-Landings 13 Tie Downs Q . Foundation ❑ 12 Braced Wall pnls' 14 Exits 15 Cert of Occupancy 16 HUD LabeUlnsignia Numbers Serial Numbers ys s+ DATE 113OOLS - - - 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men-Uning 4 Elec Reptcls/Lting; Distance-GFI - ar 0,a dA fid; 5 Elec Fool Lting; 15 volts-GFI 6 EIec.Encisrs; Conduit Entries-Terminals4 fisted 7 Eled Bonding; Metal w/5'-Creftng Egp-Htr 8 Elec Grndng; Eqp w/5 Crcltng Eqp-Pool lghtg Boxes-F-nclsrs-prnlboeids4nsultn to Main Conduit 9 Health Dept Apprvi . 10 •Plnib; Cir Test-Wtr Supply Test 11 Lt Niche , 12 Encisr, Fencing -Alarms 13 Bonding, Diving board or Slide Pool Drawing h ; = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 3 Ftg Garage; Soils-Eiec Gmd Ftg jppth 4 Ftg Parches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Wain; Steel-Blockouts Wrapped 6 Stemwalls Garage; Steel-Blockouts Wrapped 6a Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frpic Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12. Elec Undrgrnd 13 Plenums & Ducts; Cirnc-MaterialSupport4nsultn 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation DATE FRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs-Nailitig Spacirig & Braces -Plates -Sound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof)' 21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs 22 Headers & Beams-Sz &' Bearing 23 Hangers-Posf'Caps-AnchrS-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A FIue=Frpic Throat Clmc 26 Attic Acc; Sz &•Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs' 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run4 ending -Fire Prtctn 32 Plywd on Roof Ovrhng Attic Vnts-Rttr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrnr Acc 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-Walls-Ceilings 39 Infiltration Walls-Wndws • s'o' s' o` m` 0` DATE JELECTRICAL 40 Fxtr & Trnsfrmr Cirnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Gmdng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz [--ICU or D AL AC Wire Sz ya D CU or DAL 48 Range Circ oa D CU or DAL Oven Circ pa D CU or D AL Insulated Neutral ❑Yes [_1 No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn 55 DWV; Test Fittings & Anchr. Nail Prfctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub '& Shwr, 2nd fir - Tub Acc 58 Gas Pipe; Sz & Anchrs ' 59 Fire Sprinkler; Test 60 Yard Gas Piping uAlt: IMECHAN'ICAL 61 AC Ducts Insults & Support " 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrfiw, Sz & Grade 64 Furnace -Vent Acc-Comb Air RtrnlVent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic oir- 40 DATE IFINAL 66 Ext Steps -Door & SideLt Prtetn-Landings 67 Smoke Detector 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Meth Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFi Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Cimc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cimc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper. 80 Wtr Htr, Vnts-Cimc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3' drain 81 Pimb; 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 Dmge & Wood -Earth 86 Cirnc Dmge Planters D Yes D No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frpic-Cimc to Opngs 90 Wtr Well, Dscnnct, Elec, Pimb 91 Ext Elec Trim, GFI Rcptcl-Undrgmd 92 Vntitn thru House 93 Glass Prtctn 94 Corrections from previous Irispctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Other Certs 98 Address Posted 99 Fire Sprinkler .-,:� . -. l BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT - 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 - WEBSITE: www.buttecounty.netWds PERMIT NO. BP061774 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: 07/24/2006 APN: 064-350-001-000 the Business and Professions Code, and my license is in full force and effect. License Class : C — 3 9 License Number: Z 3.b57 Site Address: 14177 DECATUR_ DR MAG Date: 7-0/,/-VContractor:g�'e c �r- Map Index: h Description: re roof 29 sq ' OWNER -BUILDER DECLARATION I 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 permit to construct, alter,improve,demolish, or repair any structure, prior Owner: ESLICK PAUL & IRENE to its issuance, also requires the applicant for such permit to file a P O BOX 1769 signed statement that he or she is licensed pursuant to the provisions of PARADISE, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95967 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).): O 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: GREENE &SON ROOFING pP Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her. own employees, PO BOX 2467 provided that such improvements are not intended or offered for sale. 'if however, the building or improvements are sold within one PARADISE, CA 95967-2467 year of completion, the owner -builder will 'have the burden of 530-873-3940 proving that he or she did not build or improve for the purpose of sale.). " ❑ 1, 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:. GREENE & SON .ROOFING and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). PO BOX 2467 ❑ 1 am Exempt under Article 3 of the Business and Professions Code PARADISE, CA 95967-2467 530-873-3940 Date: Owner: License #: 275057 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: , ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of.the work for which this permit 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 carrieraand policy number are:. �T6'�r Carrier: r� i j�e2� Total Square Ft: 0 S. F. �. Policy n: / 753 z - Valuation: $0.00 Census Code: 13 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. `,Z D Date: Applicant: WARNING: Failure to secure workers' compensation coverage is �O unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. I CONSTRUCTION LENDING AGENCY This permit is reb sued and r a ap icable provisions of the Butte Cnunty CodA anrVpr I hereby affirm that there is a construction lending agency for the Resolution o do w 'indicate above f which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) /� .�? -2 Name: By Date: Address: PERMIT EXPIRES ON: Date ❑ 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 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, 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 all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official f or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Z2, G Signature: _ —� 2V —O Date: 0 Owner CyContractor ❑ Agent for Owner ❑ Agent for Contractor 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" APPLICANT INFORMATION OWNER INFORMATION Last Name r irst N Address Address City State State zip Phone d 3 Fax E-mail Fax APPLICANT INFORMATION CONTRACTOR Name Name Address Phone Fax Address do State City , S Stats, „ Zip Phone �-� g -3gD Fax E-mail Lic. # 3 C?' 13 APPLICANT INFORMATION ARCHITECT/ENGINEER Name City e Address Phone Fax City Occ. State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT INFORMATION Name Address City e Zip Phone Fax E-mail APP44CANTSIGNATURE X For office use only: Zoning Flood Zone City SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BP06 BIN # PROJECT LOCATION AP# O� /�Q®/ l Property Address City Cross Street WORKER'S COMPENSATION Policy Numb r 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 Page 1 of 2 D�escri t� or S�Work: � r� Sq FT- Living 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 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 b 0 Receipt M Amount: / 6Soo Bldg SRA Sheriff SMTP Date:s� Other ` —Z _U �'iTotal REV 8-12-05 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 �ZB,�g t.,/a'� riZ/L 5rijlilflG /�,d 1537-89B,P,E,M PERMIT NO: -7" _OF_PC91T_EXPICFl3s-_--_----- -, H. (Jw OWNER - %--'-'•JEKR BURTON &JOHN MALONE, CONTR. owner Ali ASSESSOR PARCEL 64-35-1 --Jr.� LOCATION 1417.17 Decatur Dr, -Magalia .r Temp. Power Pole Called PG&E Temp. Elec. `Service Called PG&E — f.. Temp. Gas Service~ Called PG! JOB FINALED Signature Owner: Permit No. E N E.R G Y C ERTIF ICAT ION 14177 Decater, Paradise, Ca. LOCATION - A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fibgrglass Batts Thlckneae(inches) -3 ')/8" Brand Name r Therviil Resistance (R Value) " Brand Name Owens-Corning Thermal itesietance(R Value CEILING W Batt or Blanket Type Brand Name Thicknesa(inches) Thermal Resistance(R Value)` Loose Fill Type F i hPrgj ass Brand Name nwPnc;_rnrni nq Minimum Thicknes (Inches) 16" Number of Bags 27 Wt. per bagt,-'-71b. Area covered(ft. ) 1330 Thermal Reaistance(R Value) Rt3,'81` _N FLOOR, ELEVATED � Material PlhP_rq1aGfi hai-ts Brand Name",+r?)wens-Corninq Thicknese(tnches) H1a Thermal Reams stagce(R Value) R19 FLOOR SLAB Material Brand Name a Thermal Rest tance R Value Thickness(inches) � ( )�.�. Width(inches) `"v Q FOUNDATION WALL .- Brand Name Material Thickness(inches), Thermal',,Reesistance(R Value) I hereby certify that the above insulation was installed inhe',above building iu,confomance with the State of California Energy Requirements• Loerke Insulation Co. 499150r ; FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. hn 12 IV j December 15, 1989 SIGNA E OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachinents•iave been installed a$ - required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are., . specifically approved by the State of California. v FIRM NAME/OWNER (Please print) STATE CONTRACTORS LICENSE NO. SIGNATURE OF QENERAL CONTRACTOR OWNER DATE Jj ; THIS CERTIFICATE MUST BE ON FILE WITH TUE BUILDING DEPARTMENT PRIOR TO FINAL+ I"3pUCT.ION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING• January 1984 v •^T i i Q COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phonel-891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott'Road, Paradise— Phone: 872-6307 `COR ECTION NOTICE 'k ER PERMIT NO. v A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. )n t,,4 � � H � �. Geo o ✓ = .1 "i .a i•.�ti ' a F F .t Inspector // (�/ f Date h..:.�.zc�s--,ia^-,rsL»Y.,.rl..:ss• �: .^>y-�.:: _ _ ,.:.,ram....�...r.aN,=-�.:,�..-���'ra�:�'-: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS E 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 'CORRECTION NOTICE OWN Fi PERMIT NO. A routine inspection indicates that the following violations of.County Ordinance exist at,,the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. J Inspector Date��— T� v �.ar.�""""".-e�..v tr-y---.�--�'�,•,__��,-�...�-a..-�. �-,P...-...�.v�:=�.��-pry.-�-�-,.r_.....q.,,,r =-.,.-.....�....� COUNTY OF BUTTE t = DEPARTMENT OF PUBLIC WORKSy ' 196 Memorial Way, Chico— Phone: 891-2751 i 7 County Center Drive, Oroville —Phone: 538-7541 4 747 Elliott Road, Paradise— Phone: 872-6307 �€ s ''CORRECTION .NOTICE :_ • 'OWNER PERMIT No'. — A routine inspection. indicates that'the•following.violations of County Ordinance ?. exist at the above address and should be corrected. Please' notify this office r when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately:. eel1��� Sv\oQk�C- Minl. (A L/ r2 s( -N 0, cU,2 6 x, 5� 5r Y� [j • ,t Inspector /J ,A ,4 Date (6 -Cs M COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —Phone: 891-2751 f 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE- J 41/1 //1 ^-Z OWNER T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 42"'t - Inspector Inspector Date 0 = Not OK MOBILEMOBILE HOMES - MISCELLANEOUS = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except,#'s Date DECKS,COVERS,CARP.ORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements-Setbacks-Easements 1. Zoning Requirements-Setbacks-Easements- 2. Soils; Special MH Support-Sketch. 2. Footings; Soils-Size-Depth-Spacing-Connectors-Steel 3. Sewer; Location-Test-Fall-C/O-Concreted _ 3. Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms-Rftrs.-Con nec.- 5. Electricity; Location-Clearances-Grnd.-/ % Amp-Concrete Shthg.-Rfg.-Bracing \ 6. Gas; Location-Test-Wrap: / P'L"ft. 5. Alum. Awn.; Columns-Connections-Splice= Decal- Enc losures / /"Nat. or/ PV'ft./ /"LPG �' 6. Carports; Windows-Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses \1 9. Siding; -Nailing-Veneer-Stucco-Mesh Card-B1 Date Card-131 Date v 10. Roof; Shthg-Roofing- 9`.1 Card-131 Date Card-131 Date-:- 11.'Ext.; Steps-Doors-Landings• Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements Card-131 "'Date Card-131 Date 2. Footings; Size-Spacing-Marriage Line Card-B1 Date Card-131 Date 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances Date POOLS (Plans) OK except #'s _ 5. Drain; MH Test=Fall-Flex Connector a 1. Setbacks-Easements s ' 6. Water; MH Test-Regulator-Connector 2. Soils; Compaction-Structure Stability 7. Water and Sewer Connected=C/O to Grade-HD Approval 3. Pool Structure; Steel=Connections-Thickness- 8. Gas and Electricity Tagged Dead Men -Lining "\' 4. Elec.; Receptacles and Lighting, Distancesw-GFI 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Listed 7. Elec.; Bonding; Metal w/5'-Circulating Equip.-Heater 8. Elec''; Grounding; Equip. w/5'-circulating Equip.-Pool Lghtg. Card-B1 Date Card-B1 Date Boxes-Enclosures-Panel boards-Ins. to Main in Conduit Card-131 Date Card-131 Date ' 9. Health Department Approval 10. Plumb.; Cir. Test-Water Supply Test Card-131 Date Card-B1 Date Card-131 Date Card-131 . Date \ = UK 0 = Not OK - =Not Applicable RESIDENTIAL (Single and Duplex) = Not Rpady Date UNDERFLOOR (Plans) OK except #'s oning-Setbacks;-Easements-Flood-Slope ..Ftg., Main; Soils-Steel-Elec. Grnd.-/(Z/" Ftg. Depth ,'�.oOFtg., Garage; Soils'-Steel-/IZ/" Ftg. Depth d'°Ftg., Porches & Decks; Soils -Steel-/ $ /"Ftg. Depth . Stemwalls, Main; Steel- Bloc kouts-Wrapped . S! walls, Garage; Steel- Blockouts-Wrapped lab; Steel -Wrapped ' 8. -FarsetaEe-Ft6eeJ 1. V.; Fafi-Fitfifigs4Test- wav C/O -Sewer Test Pipe; Test-&rrchorsfRequlatoy-Service Test 13. PlerWMs & Dugf"learoh 14. Girttars-SW*s-Anchdr.B Its 15. Insulation Card -B1 (9P Date'7-3j_%jj Card -B1 Date I Card -B1 ere Date Q_il f0. Card -B1 Date Date PLUMBING (Permit) OK except #'s !-�ter Ht. Vent -Access -Combustion Air -Baffle l3! ater Pipe; Test & Anchors -Nail Protection . D.W.V.; Test-Fttngs & Anchors -Nail Protection EF -Shower Pan; Test, First Floor -Tub Access -20. est Tub & Shower, 2nd Floor -Tub Access -2+. -Gas Pipe; Size & Anchors Card -B1) ]- Date rkt7 Card -B1 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. xture & Transformer Clearance -Ins. Protection . ftec. Receptacles Spacing -Lights & Switches at Doors 5izq Boxes & No. of Conductors -Stapled 2 mex Installed Close to Edge of Studs & C.J. 21&,Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 0,2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. Wit S�bfee�Wire Size /—� ga. Cu or AI-A.C. Wire Size PL1ga. u or 26( Range Circ. 11P1 ga.or AI -Oven Circ. 1101 ga. or Al. Insulated Neutral Zo No 3EKService-Riser Conductors & Ground -Main Disconnect 1. quip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light 3T Smoke Detector Card -B1 Mo Date 1/-61 Card -B1 Date Card -131 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s -e4-A.C. Ducts Insulation & Support 95: -Vent Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade 37. Pdrnace-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform if Furnace in Attic Card -131 M Ot Date I (- Card -81 Date Card -131 Date Card -B1 Date Date FOAMING (Plans) OK except #'s 39/�ills, Proper Material & Anchors 46./Walls Studs -Nailing, Spacing & Bracing—Plates-Sound aring Walls over Girders & Floor Nailing a4 raft Stop in Walls (rat proof) e Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing Date FFJXMING (Contin ichors -Connectors 4V,Qfng. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fjteplace Ties or Type A Flue -Fireplace Throat Clearance 41Y'�Ltic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4.Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 Mange Fire Protection Framing 5 . Pr erty Line Firewall -& Openings 5 xt. Iors-One 3' -Check Garage -3rd story, 2 exits -5"tairs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer co Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic ,4&"hear Walls; Nailing -Bolts Insulation-Walls-Clg. 6B�fnfiltration-Walls-Wndws VZ A,\ L&z - Card -B1 Mp, Date /f -q Card -61 Date Card -B1 Date Card -B1 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings ttg?Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Cid. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels " b Stairs & Rails . Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel;X. & Ext. ° Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing-Landing-Closer --�2-A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb ir- •onnector-P.R.V.- In Garage; Above Floor-Mech.6wiftcu7m Plb., Elec. & Mech. Equip. Listed for Location 7 . Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. Insulation -Foam -Looked in,Attic ❑ Yes 14. Guard Rails & Deck Construction -Post Caps —14 Fdn. Vents & Ceawl H61e.Door-Drainage & Wood -Earth Clearance LookedUnderikoof es 80. Following instld.; Drive Yes ❑ No; Walks Yes ❑ No; Planters ❑ Yes -u I!t) •-6+--8tucco; Brown -Finish 2.' .C. Unit; Disconnect, Electrical, Plumbing W Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. _&4 Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground . Ventilation throughout House Glass Protection K, Corrections from Previous Inpections / .-89.-Gas Test -Meters Tagged; Gas -EI is Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Card -B1 Date Card -131 Date N Comments at Final: (NOTE: An entry must be made each time you visit iob site) COUNTY OF BUTTE - DEPARTMENT'OF PUBLIC WORKS PERMIT NO. 7 County Center, Drive - Oroville, California 95965 - Telephone: 916/538-7541 ` APPLICATION ANb PERMIT - ASSESSOR PARCEL U B R , / I ZONI BUILDING PERMI OWNER ITEL.P.ONE I SO. FT. OCC. BUILDING A TION OWN 'S MAf ING ADDRESS ''rr - - r V CONTRACTOR'S NAME - TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Tofal Valuation $ fg Fee _ $ 10.00 LENDER'S MAILING AD KESSFI Permit Fee $ q3qLI ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ _ Energy Plan Checking Fee $ OV ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 y Solar or heat pump'water heat 20.00 LOT NO. SUBDIVISION NAM F� PARCEL MAP -c Water piping 5.00 Each aas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK i New Addition❑ Remodel❑ Utilities❑ ,Installation❑ Other ❑ Describe work: L�OO�iLG�JY� Permit Fee $.00 Contractor ' ELECTRICAL PERMIT Filing Fee 10.00 Main service 00V OR S D AMP OR LESS 10,00 'Main service EA. ADD'L too AMP 7 1 2.50 CONTRACTORS LICENSE LAW, I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification _ ❑ I, as the owner, or my employees with .wages as their sole compen- sation, will do the work,and the structure"is not intended or offered_' �for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors.(Sec.' 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. New DDNiS. A I �LDGS.z�sgft UC'TBLOUTLET NON-RESID .BRANCH CIRCUITS 2.50 ea t POWER APPARATUS e 'SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES SAL@eAL030 FIXED APLNS. Ex. Occup. OUTLETS P(RESID•)REA.1 2.00 Temporary service 10.00 Mobile Home Facilities '15.00 Misc. Wiring g 15.00 Permit Fee $ CID WORKMEN'S COMPENSATION INSURANCE. I declare under penalty of perjury (check one): ' ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or aCertificate f Consent to Self -Insure. � LIG shall not employ any person in any manner so as to become.subject ' to the W. C. laws of California. Notice to Applicant: •If after making this statement, -should you.become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 14 1 00 Cooling Hood 3.00 Q Ventilation , L 36M Permit Fee $ a0 Contractor I certify that I have read this application and state that the above information Js correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Ii II' s, jud ents, costs and expenses which may in any way accrue agai ai Cou in con q ce of the granting of this permit %� Date i nature of Applicant — Owner Contractor ❑ Agent .1 n OSHA permit is required for excavations over 5'0" deep and demolition or construct=. ion of structures over 3 stories in height. Mobile. Home Installation Fee $ Energy Inspection Fee$ ()I J TOTAL PERMIT FEE $ 171 Oc CUP• s� CONST.TYPC VN. SONO FLOOD RCE.J, C ND ISSUE 4/1 This permit is hereby issued under sions of the Butte County Code and/or work ` indicated above for which CT R OF BLIC By PERMI- E IBES Date the applicable provi- resolutions to do fees have been paid. WORKS Date- — U—. Receipt No. ✓�� J WHITE-D.P.W.. YELLOW-ASD(390K. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTM DR4VEss1OROVILLE, CAL IF®RgdIA 95965 - TELEPHONE: 916/538-7541 s PERMIT APPLICATION DATA SHEET Permit No. OWNER , / / .�` / ��/l/l� G i;t ( A. P. No. 3 Proposed Building Use r Building Inspector Date �- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6 -Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10.. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 12. ��!� School District fees paid ................. _ . Sanitation approval from�? ,a A� Health Department ... 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 1_6 Q 4 19. Pre -Ins ection for re ulred . , , . Pre-Insperequest to p q •Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22 Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 3. Recorded copy of Agricultural Acknowledgment Statement ............ � 29. Letter of signature authorization ...................................... ENFi 4U eov %PL Ar4cC �Rog(,Ey-► 26. When you issue theermit, process as follows: Mail to owner. Mail to contractor. Telephone ^,26 C and hold for pickup at A2,i office. Deliver w/inspector. nrhar Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted 1. Index permit for above items No._ 2. Additional items required: for to permit issuance: circle new item not checked above). Contractor, designer(owner was advised of above required data by► phone_-nail_counter byk —date Contractor, designer, owner, was advised of above required data by_phone_mail_count ;J1 y date Plans checked by Date 5 -3i -9c) Plans approved by O( Date g -Sets of plans on hold in 1Z_— Sets cabinet AP folder % Copy—DPW TO: Building Department ' FRO P, Environmental Health �- JECT: SANITATION CLEARANCE OWNER LOCATION z - APP Plains approved for: Sewage Disposal Water Supply � t Hid final for: Water Supply Final Clearance O.K. for: Water 'Supply Clearance for; bedroom moble home. Other Clearance for addition of Yh No te:;%: -d09 SANITARIAN' SANITARIAN DATE .5/89 :RESIDENTIAL PLAN CHECKIN.G:.GUIDE .(S.F., DUPLEX & MISC. ONLY) $ldg.. Permit # 537' g OWNER BURlr-wN MALO&E-, A. P_ # 64=35-,:1. GE/NERAL X Zoning requirementsi (,sideyards and number of'permitted.living units). / Valuation. %3: fans signed by designer..' Energy Design and Compliance. Xjl isting violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements,.etc. Other buildings or structures. .� Grading, fills, drainage. I Flood hazard. Special conditions on creation map.or compliance document. FAU & FAS road setback. FLOOR PLAN I Complete to scale plan with dimensions. t -2 Required windows for light and ventilation (Sec. 1205). 3'..Requiredwindows for second exit (Sec. 1204). .Skylights (Chapter 34 & Sec. 5207). 5! Human impact glass (Sec. 5406). 6'_ Required room sizes, ceiling heights•(Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). 8�.' Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9"� Locations of water heater, heating and cooling equipment, other electrical or /gas equipment, and plumbing fixtures. 10 Garage firewall, door .size, and closer (Sec. -503(d)(3). 3'0" exterior exit door (Sec. 3304(e)). h2 Fireplace and wood stove location, alcoves, and clearance. Smoke detectors '(Sec. 12.10). STRUCTURAL DETAILS X Foundation plan complete enough.to construct building. ,2' Floor construction details complete enough to construct building. Eovations and wall construction details complete enough to construct building. .eof construction .details complete enough to construct building. 5! Fireplace construction.details and talcs if necessary.. MISCELLANEOUS ITEMS TO LOOK OUT FOR 1/ Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). i� Guardrail details (Sec. 1711 & 3306(j)). 3 -."'Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Exterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof covering (Chapter 32). • of covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. 1 Living area over garage - complete 1 -hour separation required on garage side ',/� including supporting walls and posts, etc. M TWO exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). l�ttic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). ld►!Combustion air for fuel burning appliances. 1.5 -."Noise requirements on duplexes. 145-�-_Adobe soils - special foundation design. 1�Retaining walls requiring design. 1$�.Unusual shape, size, or split level house requiring lateral design. 19< Flashing at all exterior openings. I.- VST STILL. C-4 HEADeQS—) Lot 256, as shown on that certain Map entitled, "PARADISE PINES UNIT NO. 4% which map was r1corded in the office of the Recorder of the County of Butte, State of California, October 1, 1970 in Book 35 of Maps at pages 97, 9.8, 99, 100 and 101. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. r. ` Datc: .� PR OWNERS - John L Malone _ Slate of California) On this the .l%th days of May l9_ cam, before mc. SS, the undersigned Notary Public, personally appeared ..County of Butte ) *r=v Y JOHN L. MAIC DE81 LUCEgO — - ` t� arvrjrjA Personally known to me. �X Proved t.o me on the basis ASum Couffly of SaLisfactory evide„ce. - ypom„w6p0+aA"I" Lo be the person(s) whose name(s) is Subscribed to the within insLrument. and acknowledged th:tt he executed the same for Lhe purposes therein contained. IN wl r0r.ti'; WHF:RFOF, I hereunto set my hand and official seal. Present. A.P. No. 064-350-001 Notary Public END OF DOCUMENT Rcturi, 14, DI'W AGRICULTURAL STATEMENT OF ACKNOWLFDGF.MI•:N'r - FOR RESIDENTIAL nrin:i OI'MI:NT Section 26-8.1 of the Butte County Cude 1 requireS Lhis acknowledgement be recorded prior to issuance•of a •huildin }; permit. -. The properLy described herein is adjacent to land or included-wiLhinan area zoned e9-019011 for agricultural : Re Fee 5.00 .purposes, and residen of this properly may be Sub ject to incon- Chhets ck 5.00 R Recorded vrniences or discomfort arisinfrom Lhe g Of (Count icial Records , use of agricultural chemicals,�inc!uding. n ot limited -but to herbicides t , pesticides. But te and fertilizers; and from the pursuit Candace J. Grubbs.: .uf_ag.ricul.:u operations including, Recorder w but. limited -% s, > not- to Cultivation, plowing, 8:05am 24 -May -89. : BG 1 sprayi jig, pruning,. and I,a'rvesting which occasionally generate dust., smoke, noise, and odor. Butte County Lural zones which have has estab.lishcvl as a4 priority use for productive agricultural within said zones and -on adjacent purposes, and residr•nls property should be prepared to or disconform from normal, necessary farm operations. accept such inronvcnic,u-r• All that real property situate in the County of Butte, State follows: of C:iliforni.a, described :, Lot 256, as shown on that certain Map entitled, "PARADISE PINES UNIT NO. 4% which map was r1corded in the office of the Recorder of the County of Butte, State of California, October 1, 1970 in Book 35 of Maps at pages 97, 9.8, 99, 100 and 101. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to surface of said land. r. ` Datc: .� PR OWNERS - John L Malone _ Slate of California) On this the .l%th days of May l9_ cam, before mc. SS, the undersigned Notary Public, personally appeared ..County of Butte ) *r=v Y JOHN L. MAIC DE81 LUCEgO — - ` t� arvrjrjA Personally known to me. �X Proved t.o me on the basis ASum Couffly of SaLisfactory evide„ce. - ypom„w6p0+aA"I" Lo be the person(s) whose name(s) is Subscribed to the within insLrument. and acknowledged th:tt he executed the same for Lhe purposes therein contained. IN wl r0r.ti'; WHF:RFOF, I hereunto set my hand and official seal. Present. A.P. No. 064-350-001 Notary Public END OF DOCUMENT WORK NALME DA= - A -D, LRI ES 53 JOB FT L E u DES Vi Air Cjmcivarinc: an(I.-leating 7409 Skyway %aracae, Caiiforn,a 35969 !916) 377.3881 WORK NALME DA= - A -D, LRI ES 53 JOB FT L E u DES BUTTE COUNTY SCHOOLS -DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number l„ j ' Building Department No. School District+ PU sJ�) City County ®'Jurisdiction Property Owner Project Locati Subdivision Lot Number Residential Development: Sq. Footage /Z// # of Living MHI Addition (Group R) Units Commercial/Industrial: a Sq. Footage New, Addition (Including Exterior Roofed Areas) Building Department Representative Date ******************************************************************* (Floor Plans reviewed by School District Personnel) ../ District Id No. School District certifies that (Applicant Name) (Phone Number) t� �� � (!5 k?At"IIJ 0A (S'treet AddresV) (City) f Y(6tate ) (Z'ip Code) has complied with the.'requirements of Resolution No. by the payment of $- p��g,representing A/V/11 square feet. School Distric"t' Representative PAID BY CHECK NO. % �(p REMARKS: BANK NO JV PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # - Driveway -permit 915 '-� has -been -issued for' the -above property.' si ature date S T F U t T' U R A L C L c U.L A T I' 0.N S F O. F,' TYPICAL RESIDENTIAL FOUNDATIONS.' 13ERALD BURTON - 13ENERAL CONTRACTOR 2222DE M I LLE ROAD PARADISE, CA 95'�E9 CALCULATIONS ARE I N ' COMPL'I ANCE WITH; THE 4985 EDITION OF THE UBC SIGNED ------------------------------- DATE FRANF•'•. L. TYW-IOS, RC:E 31'::'434 BUTTE COUNTY BUILDING DEPARTMENT F. L T EN13I NEER I NS 5790 CLARE`.. ROAD FARADI'SE, CA 95969 APPROVES �y�.E> B�--��' ow �1�� FLT ENGINEERING SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS 5790 CLARE. ROAD PARADISE, CA BY: FLT DATE: 11/88 JOB NO,.: 8866 PROJECT: GERALD BURTON — 13ENEF:AL CONTRACTOR SHEET 1 'OF. 8 2222 DE MILLE RD. PARADISE, CA -95969 DESIGN CRITERIA: STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONI_. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP'BY i:ONS=:RETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. CODE -1985 UBC SUPERIMPOSED LOADS: / MIN. DL = .410 x (3+8) _ .11 k/1 ✓ MAX. LL = .02.0 x 17'+ .414 x (17-3) + .008 x 17 + .045 x R+ A + .054 x 3 = .81 k/l . LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF SNOW LOAD + ADD'L LIGHT ROOF. DL + ADD'L HEAVY.ROOF DL + ADD'L WALL DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL — 2.0/6'''2 = .56 FSF -- 1' SURCH. CALCIS PROVIDED FOR — A. 41-0" HIGH WALL — SHEETS • 2 & 3 B. 5'-6" HIGH WALL - SHEETS 4 & 5 C. 7'-0" HIGH WALL — SHEETS 6 & 7 CONSTRUCTION DETAIL — SHEET 8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2004 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE44, WELDED WIRE.MESH —ASTM A615, 6x6 - W1.4 x W1.4 (14/10), ALLOWABLE'SOIL BEARING PRESSURE — 1540 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF,, FLT ENGINEERING PROJECT. G. BURTON - GEN. CONTRACTOR 5790 CLARK ROAD JOB NO. 886EPAF:ADISE, CA DATE 11 /E36. ( 91.6) 872-0254 -'` CALCI. S -BY .: FLT.' r SHEET' OF r9 SUBJECT: CONCRETE FETAINING - BEARING --------------------------------- WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH , RE INF . (V.:S I) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2100 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.61 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4, OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 THICKNESS. OF WALL - T (INCHES) : 6 COEFFICIENT - a 1.4E TOTAL EARTH PRESSURE - Fhr (KIP) : 0.33 REACTION @ TOP OF WALL ---Rt (KIP): 0.13 REACTION @ BOTTOM OF WALL - Rb 0.:IP): 0.20 HEIGHT OF 10' SHEAF: - Ho (FEET)-: 2.24 MOMENT - Mw (FT -KIP): 0.16. AREA REINF. (IN"2) 'd"(IN) SIZE & SPA (IN) 0.029 3.75 #4 @. 81..4 MIN.. VERTICAL REINF. - .15 % (IN --2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN''•2): 0.160 DESIGN REINF. - VERTICAL: #4 @ '24, - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL- 0.10 t 1.0 FLT ENGINEERING PROJECT s G. BURTON — GEN. CONTRACTOR 5790 CLARK.ROAD JOB NO. 8866 PARADISE, CA DATE 11/88 (916) 872-0254 .CALL'S BY iFLT SHEET. 3 OF FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 ' DENSITY OF CONCERTE (PCF): 1.50 ALLOW, SOIL BEARING PRESSURE (PSF): 1.500 ' ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 .NET, ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 1 1 . '29 ' ' — DEPTH (INCHES): 6.00 / DESIGN FOOTING.— WIDTH (INCHES): 12.00 ✓ — DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.41 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0. ACTUAL SOIL PRESSURE — 0 (PSF): 1412 < 1500 SLIDING RESISTANCE — Fr (KIP): 0.31 > 0.20 SLAB REINFORCEMENT: REINF'@ TOP OF WALL (BAR #): 4 MAX.'HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN (FEET): 4 ' SLAB THICKNESS (INCHES): 4, SLAB WIDTH REQUIRED (FEET): 7.27 DESIGN AREA OF SLAB RE I NF . (IN-2/LF): 0. o29 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 8.78 ' FLT ENGINEERING 'PROJECT G. BURTON — GEN. CONTRACTOR 5790,CLARK ROAD ' JOB NO. 8866 PARADISE, CA DATE : 11/88 _ (916) .872-0254 FLT SHEET OF ,CALCIS.BY SUBJECT: CONCRETE RETAINING — BEARING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT, ' GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (FSF),: 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (:KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD — DEAD LOAD 0-l'. F') 0.11 — LIVE LOAD (KIP) 0.81 - OVERALL HEIGHT -OF THE WALL--•Hw (FEET): 5.5 OVERALL HEIGHT OF THE SOIL — Hr. (FEET): 6.17 .THICKNESS OF WALL — T (INCHES): ..6 COEFFICIENT - a.: 1.46 TOTAL'EARTH PRESSURE — Fhr (KIP): 0.57 REACTION '@ TOP OF WALL — Rt (KIP): 0.21 REACTION @ BOT4TOM OF WALL — Rb (KIP): 0.36 HEIGHT OF 101 SHEAR — Hb (FEET): 3.10 MOMENT — Mw (FT—KIP): c}. 39 AREA REINF. (IN•^2) Id/(IN) SIZE & SPA (IN) 0. 072. 3.75 #4 @ 33.5., MIN.' VERTICAL REINF. — . 15 %- (IW -2) : 0. 168 MIN. HORIZONTAL REINF. — .25 % (IN^2)a 0.180 DESIGN REINF. — VERTICAL: #4 @ �4 / — HORIZONTAL: #4' @ 13 COMBINED STRESSES @ WALL ' 0:1 •. 1.0 ` FLT ENGINEERING PROJECT 13. BURTON - GEN. CONTRACTOR 5790 CLARK ROAD JOB'. -NO., 8866" PARADISE, =:A R DATE :a 11 /88 ( 916) 872-0254 ' `CALC'S.BY :'FLT SHEET 6 OF FOOTING DESIGN :.. -------------- . DENSITY OF SOIL ('PCF.): 100 DENSITY OF CONCERTE (F'C:F) : ' 150 , ALLOW. SOIL BE-ARING PRESSURE •(PSF).: 1500 ' ALLOW .. LATERAL BEARING" PRESSURE (PSF) : 2(.)( FRICTION COEFFICIENT - Fc : , 0.35 _ ' BEARING PRESSURE REDUCTION (PSF): NET.,ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 12.49 - DEPTH (INCHES): ,6. 00 .DESIGN FOOTING - WIDTH (INCHES):. - DEPTH (INCHES): 14.Oo 6.00 TOTAL 13 I TY LOAD - Pv, ", (KIP): 1.63 -RAV INCREASE OF -ALLOW. SOIL PRESSURE (%): 0.0. ACTUAL SOIL PRESSURE - 0. (PSF): 1393 <. 1500 SLIDING RESISTANCE - Fr 0-l" I P) : 0.39. 0.36 SLAB REINFORCEMENT:--------------------- .` REINF 0 TOP OF WALL (BAF: #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET)^: 6:68 DESIGN HORI Z OWtAL - SPAN (FEET): 4• SLAB TH I CFS NESS, (INCHES) : 4 ` SLAB WIDTH REGUIRED (FEET):, 12 . 20 DESIGN AREA OF.SLAB REINF. (IN`-2/LF): 0.029 ALLOW.- TENSILE . STRESS.OF RE I NF . (k::S I) : ' 4 -LENGTH OF DOWELS (INCHES): 14.73 r `Y FLT ENGINEERING PROJECT G. BURTON - GEN. CONTRACTOR 5790 CLARK ROAD . JOB NO. 8866 PARADISE, CA ' DATE. 11 /88 , _ (91 E,) .872=0254 CALL'S..HY :. FLT SHEET a" OF SUBJECT: '.CONCRETE FETAINING - BEAT'ING WALL --------------------------------- ` WALL DESIGN; ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: k LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH F:EINF. ' (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF -CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (%.IP) 0.11 - LIVE LOAD (KIP)" 0.81 OVERALL HEIGHT OF THE WALL - Hw (FEET): 7 OVERALL HEIGHT OF THE SOIL'- Hr (FEET): 7.67 THICKNESS OF WALL - T (INCHES): '' 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE'- Fh r (f I P) : 0.88 REACTION @ TOP OF WALL - Rt (KIP): 0.3' REACTION @ BOTTOM OF WALL - Rb (KIP).: O.56 k HEIGHT OF 10' SHEAR - Ho (FEET): 3.97 MOMENT - Mw (FT -KIP): 0.78 AREA. REINF. CIN'"2) 'd-' (IN) SIZE. & SPA (IN) ---------------------------------- •0.142 3.75 #4 @ 16.9 MIN. VERTICAL REINF. - .15 V. (IN^ ):. 0.108 -MIN. HORIZONTAL REINF. - .25 % (IN -"2):. 0.180 DESIGN REINF. - VERTICAL:" #4 @. 16: r- HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL- 0.39 < 1.0 ' FLT EN13INEERING PROJECT G. BURTON — SEN. CONTRACTOR 5790,CLARK ROAD JOB -NO.. 8866 PARADISE, CA DATE,. 11/88 (916) 87'-0254 CALC'S BY FLTSHEET' '. OF FOOTING,DESIGN: --------------- -DENSITY OF SOIL (:PCF): 16o DENSITY OF CONCERTE (PCF): Al50 ALLOW.• SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT --Fc: 0.35 BEARING PRESSURE REDUCTION (PSF):'. 0 NET. ALLOW. BEARING PRESSURE (PSF): 15c�c� PRELIM. FOOTING — WIDTH (INCHES): 13:613 —,DEPTH (INCHES): 11..46 DESIGN FOOTING — WIDTH (INCHES): 1.6.00 — DEFTH (I NCHES) a 12.00ld//Z 4,7/S TOTAL GR•.AVITY LOAD — Pv (KIP): 1.96 INCREASE OF ALLOW. SOIL PRESSURE M: O.O i L ACTUAL SOIL PRESSURE — 0 (PSF): 1473 <: 1500 SLIDING RESISTANCE — Fr (KIP): 0.60 > 0.56 'SLAB REINFORCEMENT: --------------- REINF C TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): -5.44 DESIGN HORIZONTAL SPAN.(FEET):_ 4 SLAB THICKNESS (INCHES).:` 4 SLAB WIDTH REQUIRED_(FEET): 18.4' DESIGN AREA.OF SLAB REINF. (IN"-2/LF): 0.029 ; ALLOW. TENSILE STRESS OF REINF.- (KSI): 24 LENGTH OF DOWELS (INCHES).: 22.23 ti cti-r../�/88 SUBJECT.T.YPIC.�G" �'Ga-9140e /TI.4G 5��-cT No ._ 8. c'� ....... :'-�•'c. B.'.. ooTE...._._ ... �O.CIA40,4r/oot/S 0 no.......8866........ �-: -4ve770M - rev. co uTX•4crOR. Y*R/ES x/N. jwra Darerq. to' w I'vo oNw. TYP. I I J I� N v V 764 v A LL No. 32434 ^ oc v J'l C1V��- 6 qlF OF 5790 CLARK RD., PARADISE,. CA. 9590 (916) 672-0254 S T R U C. T U R A C,A L C .0 L A. T -I' O N S. F 0 F' TYPICAL CANTILEVER RETAINING'WALLS GERALD BURTON - GENERAL CONTRACTOR 2222 DE M I LLE ROAD PARADISE, . CA :95969 CALCULATIONS ARE LN•COMPLIANCE WITH THE 1985 EDITION BC- OF THE UBC- SIGNED- SIGNED_ DATE ---------------------------------- FRANK L. TYUK'OS, RCE 3'243 X531= BUTTE COUNTY F L T ENGINEERING BUILDING DEPARTMENT 5790 CLARK ROAD - PARADISE, CA 959E9 ( 91 E) 872-0254 -'APPROVED, 9 M FLT ENGINEERING SUBJECT: TYPICAL CANTI'LEVER FETAINING•WALLS 5790 CLARK ROAD PARADISE, CA BY:. FLT DATE:� 4/87 JOB NO.: 7239 J PROJECT: ' GERALD BURTON - GENERAL CONTRACTOR SHEET J. OF 8 2222 DE M.ILLE RD. PARADISE, CA 95969 DESIGN i_RITERIA: CONCRETE CANTILEVER RETAINING WALL SUPPORTING RESIDENTIAL ROOF, FLOOR AND STUD WALLS. CODE 1985 UBC SUPERIMPOSED LOADS: M I.N. DL = . 010 x(1 c7+8+'7) _ : '20 ' k / 1 MAX LL = .020 Y. 15.5 +.010 x ('15.5-10)'+.008 x 15:5 +.008 x 8 + +.010 x, 2 + .040 x,4 _ .71, k/1 ✓" { LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN.. DL,ONLY), ..MAX. LL - ROOF SNOW + ADDFL'LIGHT ROOF DL + ADD'.L HEAVY ROOF DL + ADD'L WALL DL + ADD'L':FLOOR (DL+.LL) CALL'S,PROV'IDED FOR - 3'-6" HIGH WALL MAX. SHEETS 2 & 3 5'-0 HIGH WALL`,MAX. - SHEETS 4 & 5 -6'-6" HIGH WALL MAX. - SHEETS 6 & 7 CONSTRUCTION'DETALL -SHEET 8 MATERIALS: CONCRETE - ULT I MATE COMPRESS I'VE STRENGTH ' - f' c = 2006 PSI, @ 28 DAYS, REINFORCING - ASTM A615, GRADE 40, - ALLOWABLE SOIL BEARING PRESSURE -:1500 PSF, .ALLOWABLE LATERAL BRG. PRESSURE 200 PSF,. FLT ENGINEG ING PROJECT • : GERALD BURTON -'GENERAL CONTRACTOR 0790 CLARK ROAD JOB NO! : 7239 PARADISE, CA DATE : 4/1987 (9.1 G ). 872-0254 CALCIS BY : FLT SHEET Z OF - SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ALL i_AU_ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EOUIVALENT FLUID PRESSURE-CPSF)v 0 SURCHARGE c. FEET) : 0 YIELDSTRENGTH F:E I NF . (I :'S L) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD'- DEAD LOAD (K I F') : . - - LIVE LOAD (KIP) : .71 / OVERALL HEIGHT OF THE WALL •- H (FEET): 3. 5 14, ✓ OVERALL HEIGHT OF THE SOIL_ - Hr (FEET); 3 THICKNESS OF WALL - TOP _ (INCHES): E, - BOTTOM (INCHES)d. E COEFFICIENT - a : 1.46 :'TOTAL EARTH PRESSURE - Fw (k::I1=') : 0.14 MOMENT - Mw .(FT -[.-::IP): 0.14 AREA F:EINF. (IN -2) 'd'(IN) SIZE & SPA (IN) --------- -------------- ------------------------ • 0. 025 3..75 #4 C 97.7 .. MIN. VERTICAL REINF. - - .15 % (IN'•• ) : 0.108 MIN. HORIZONTAL REINF. - .25 % MN -2)i 0.180 .DESIGN REINF. - VERTICAL: #4' @4 - HORIZONTAL: ,} @ 13 COMBINED STRESSES @ WALL; o, 09 1.0 � ' . ^ . ` ' ` PROJECT : GERALD BURTON -'GENERAL CONTRACTOR JOB NO. : 7239 ' DATE : 4/1987 ^ .. ~ � .. . CALC'SgY : FLT '-- _ ^ ' ' . FOOTING DESIGN: ' ` ------------ DENSITY-OF ______-___-DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ' OVERTURNING RATIO'- MIN:z � - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ' ALLOW. LATERAL BEARING PRESSURE (PSF): . FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): . . DESIGN FOOTING WIDTH - HEEL (INCHES): - - TOE (INCHES):� ` FOOTING KEY - DEPTH & WIDTH -(INCHES): - BACK TO BACK OFWAiL'^(INCHE`): . TOTAL WIDTH OF FOOTING (INCHES): ' _ ` ~ OVERTURNING FORCE - Fo (KIP): ' OVERTURNING MOMENT - M6 (FT -KIP): - TOTAL -RESISTING WEIGHT - W (KIP): - . RESISTING MOMENT __ Mr (FT -KIP)': OVERTURNING RATIO - SF . . .� . . NET MOMENT -.Mn (FT_KIP): . ECCENTRICITY - e (FEET):: ECCENTRIC MOMENT -Me (FT -KIP): FOOTING AREA - Af FT^2)j ` SECTION MODULUS*- ' (FT'-3).- SOIL FT^3):SOIL PRESSURES'n DL ONLY 7- SPt (PSF): - SPh (PqF):' ' SOILpRESSURES - ADDED LL - SPt' (pSF): . - SPh' (PSF): ' , ' SLIDING RESISTANCE - Fe (KIP):. ` FOOTING - TOE FLT ENGINEERING � 5790 CLARK ROAD PARADISE, CA 872-0254 -�° �Q SHEET -~. OF � 10O 150 1.5 2.5 1500 ton 0.35 8 _ 10 � *, 0 ' K� � 18 . 0,26 0.36 0.76 0.'2 . ' 2.26 ^ 8.46 0.15 0.12 1.50 0138 , .815.90 < 1500 200.08 > 0 658.12 < 1500 13 4.52 > 0 0.36 > 0.26 EARTH PRESSURE @ TOE - Fv (KIP): '0.54 MAX.,MOMENT @ TOE - Mt (FT -KIP): � 0.24' ` , AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.035 ' 4.7t #4 @ 68'5 � . ' . DESIGN'TOE ^ FLT. ENGINEERING PROJECT : GERALD BURTON - GENERAL . CONTRACTOR 5790 i=:LARk.. ROAD JOB NO. : 72tz,9 PARADISE,' CA DATE : 4/ 19e7 ( 916 ), '872--o254 CALCIS. BY : FLT_ SHEET �. OF SUBJEC*T : CONCRETE CANTILEVER RETAINING --------------------------------- WALL WALL DESIGN: ALL CALiULATIONS ARE IN UNITS/LN. FT.,. GRADE' SLOPE RATIO:- LEVEL SOIL. EQUIVALENT FLU I D PRESSURE (F'SF ?.: 30 SURCHARGE (:FEET): YIELD STRENGTH REINF. (I:::SI) ; 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE ETE (F'SI): 2000 •GRAVITY LOAD - DEAD LOAD 0:*.* I P ) - LIVE LOAD (KIP.).- .:71 OVERALL HEIGHT OF THE WALL - H (.FEET): 5. OVERALL HEIGHT OF THE SOIL_ - Hr (FEET'.),. 4.5 THICKNESS OF WALL - TOT' (I IVCHES) e E - BOTTOM (INCHES): :E COEFFICIENT - : 1:.46 TOTAL EARTH PRESSURE - Fw (F:: T F') : i � . 30 MOMENT - _ Mw (FT-KIP)-. 0.46 AREA REINF. (IN-%2) 'd'(IN) SIZE & SPA (IN') 0.(:)80 3.75 ##4 C 28. MIN. VERTICAL REINF. - . 15 % (I N'-2) : 0.106 MIN. HORIZONTAL REINF. - .25 % (IN'`•2) : 0.180.. 'REINF. / DESIGN -- VERTICAL: ##4 L_ 24✓ - HORIZONTAL: 4-k.4 G 13. COMBINED ' STRESSES L WALL: 0.24 < 1 . 0 � FOOTING - TOE: EARTHpRESSURE @ T - Fv (KIP): ' ` . 0.96^ MAX. MOMENT 0 TOE -`Mt (FT-KIP)v 0.88 ' ` ' ' . . . AREA_REINF. {IN^2). 'd'(IN) SIZE & SPA (IN)- -------------- _--------- ____________�' _________ ' � ' 0.089 6~75 #4 @ 26.9 DESIGN TOE REINF.: #4 @ 24 U FLT ENGINELRIN8 PROJECT : GERALD BURTON - GENERAL CONTRACTOR 5790 CLARK ROAD' JOB NO. : 7239 � ' -.PARADISE, �CA 'DATE : 4�1987' (916) B72-0254 � 'CL' ' BY : FLT '' ` ^ -. .� SHEET �~OF - . FOOTING DESIGN: _______________ .. ' .. . DENSITY OF!SOIL (PCF): � ^ �� 100 . DENSITY OF CONCERTE (PCF): 150. OVERTURNING RATIO,- MIN: ! ' . 1.5 ` - MAX: ' 2^5 ' ALLOW.'SOIL BEARING PRESSURE (PSF): 1 00 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 ^/ ~, ^ DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): ' 4 . . TOE QNCHES)v 20 rwu/Imq ^c, - ucr/n & wIu/n `INCHES/: o ' - BACK TO BACK OF WALL ES . TOTAL WIDTH OF FOOTING .-..__-.' .. - OVERTURNING FORCE - Fo (KIP): .� 0.5i ' OVERTURNING MOMENT - Mo (FT -KIP): ' 0.99 . TOTAL RESISTING WEIGHT - W (KIP): ' ' ' ' 1.23 SISTING MOMENT - Mr (FT -KIP): ~ �2.27 OVERTURNING RATIO - SF ' � 2�?9 ' .NET MOMENT'- Mn (FT -KIP): 1.28 ECCENTRICITY - e (FEET): 0.21 . . ECCENTRIC MOMENT - Me (FT-KIP):0~26 ' FOOTING AREA - Af (FTn2): ` 2.5o SECTION MODULUS - S (FT^3) : ' . 1._04 ' � SOIL PRESSURES-- DL ONLY - SPt (PSF): ^747. 336 47.36 < 1500 - SPh (PqF): 238.89> 0 - SOIL SOIL PRESSURES - ADDED LL - SPt' (PSF):; 576.96 < 1500 ' - S9h' (PSF): ' 977.29 1 0 ' SLIDING RESISTANCE - r (KIP): ' � ' 0.57 > 0.51 FOOTING - TOE: EARTHpRESSURE @ T - Fv (KIP): ' ` . 0.96^ MAX. MOMENT 0 TOE -`Mt (FT-KIP)v 0.88 ' ` ' ' . . . AREA_REINF. {IN^2). 'd'(IN) SIZE & SPA (IN)- -------------- _--------- ____________�' _________ ' � ' 0.089 6~75 #4 @ 26.9 DESIGN TOE REINF.: #4 @ 24 U FLT ENGINEERING PROJECT : GERALD BURTON - GENERAL. i= ONTROCTOR 5790 CLARK: ROAD J& NO. " : 7239 PARADISE, CA DATE. -4/19£ 7 54 (91E) 872-0254 CA L S BY : FLT SHEET OF SUBJECT:SUBJECTO CONCRETE :RETE i_ANTILEVET: RETAINING WALL WALL' AES I GN : ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 3o SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI) : 40 ' ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE PSI) : 2000 GRAVITY ' LOAD - DEAD LOAD (KIP): . - LIVE LOAD (KIP) : .71 OVERALL HEIGHT OF THE WALL - H (FEET): E.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): E THICKNESS OF. WALL - TOT' (INCHES) : E - BOTTOM (INCHES): E COEFFICIENT - a : 1.4E TOTAL EARTH PRESSURE - Fw (fIP): o.54 MOMENT - Mw. (FT -K: I P) : 1.0p AREA REINF. (IN"2) ' d' (IN) SIZE & SPA (IN) ------------------------------------ 0.197 3.75 #4. @ 12.2 MIN. VERTIi=AL REINF. - .15 % (IN''•2): c7. oe .MIN. .HORIZONTAL REINF. - .25 % (IN'''S): _ /0.180 ..DESIGN REINF. - VERTICAL: #4 C 12: - HOR12ONTAL: f#4 C 13 / COMBINEDSTRESSES @ WALL:. 0.53 K 1.0 HEIGHT -FROM TOT=' OF THE WALL - H3 (FEET): 5 �— HEIGHT FROM TOP ' OF THE SOIL - Hr 2 ( FEET): 4.'5 THICKNESS OF WALL - BOTTOMS (INCHES): 6.00 1 OTAL . EAF:TH PRESSURE— Fw2 (KIP) : 0.30 MOMENT @ Hw2 - Mw.= (FT -I-::: I F') :: 0.146 AREA RE LNF . (IN -2) y d l (III) SIZE WSF.'-'A (IN) t 0. 0f 3 3.75 #4 @ 2S.9 DESIGN REINF. - VERTICAL : • . #4 @ 24 AA FLT ENGINEERING PROJECT : GERALD BURTON — GENERAL CONTRACTOR 5790 CLARK ROAD. JOB NO. : 7239 ; . PARAD I SE,, CA DATE 4/1987 (916) 872-0254 CALCIS BY : FLT i SHEET % OF �P ..FOOTING DESIGN: DENSITY OF SOIL XPCF)v 100 DENS I TY OF i_ ON= ERIE (PCF): 150 •OVERTURNING RATIO — MIN: 1.5 MAX: ... 5 F ALLOW. SOIL BEARING PRESSURE (PSF,): 41,00 ALLOW. ' LATERAL BEARING PRESSURE ( PSF) : - . ._iii � FRICTION COEFFICIENT — Fc: 035 DESIGN FOOTING DEPTH (INCHES): 12`// DESIGN FOOTING WIDTH — HEEL (INCHES):- 6 — TOE (INCHES): 30 FOOTING KEY — DEPTH & WIDTH (INCHES): 0 — BACK TO BACK OF WALL (INCHES) : 0 TOTAL WIDTH OF FOOTING (IN HES): 4' OVERTURNING F0RCE — F� � (KIP):. 0.84 OVERTURNING MOMENT — Mo (FT—KIP) : 2.11 . TOTAL RESISTING WEIGHT —.W (KIP): 1.83 RESISTING MOMENT — Mr (FT—KIP): 4.75 OVERTURNING RATIO — SF 2.25 5 NET `MOMENT — Mn (FT—k%, IP): 2.64 ECCENTRICITY — e (FEET): 0.31 ECCENTRIC MOMENT — Me (FT—KIP): 0.57 FOOTING AREA — Af (F T" ) : 3.50 SECTION MODULUS — S (FT^3): 2.o4 SOIL PRESSURES • — DL ONLY — SPt ( PSF)e � 8i 0.51 < 1500 — SPh (PSF) : 246.81 B.1 > 0 SOIL PRESSURES 7 ADDED LL — SPt''(PSF): 655:61 k'1500 — SPh' ( PSF) : 797.4' >_0 SLIDING RESISTANCE — Fr ('KIP): 0.84 < 0..84 ', FOOTING — TOE: ' EARTH PRESSURE L TOE — F v (KIP) : MAX. MOMENT @ TOE — Mt (FT—KIP) : 2.09 ' AREA REINF. CIN` -2) 'd' (IN) SIZE & SPA (IN) 0. 16 3 8.75 1# 4d• L 1 -4.. 7 DESIGN TOE RE I NF .: #4 C 12 `� BY...%,•-., 8t ,-C'4 ..1/11rl4ek�e CD011Ce6TC•, SHEET -.OFF CHKC. BY .......... DATE ....... ..... RerA/11I�,^x/,44 G �OP -,•-, JCR NO..-- -...�Z`�/ __.._.... .......................... .......... I................. I �—.STC/ itii�GG ore �GAOR AaOrG' AW erXClfVKreA0 6 �Ca1NC, IS44LL TYP. 77 NATvie4L GRADE 7 c� XiifLG C Mores, ; /, bl� A90X1e4S OM/TFD x100 L . �¢ �AS DwGS� w�f44 * Z. L if P 'f/OR/2, o I /�. .o a(9 .14 �AWCXA14 . 4 /7 ¢ 1'3 0.. h OW -1Z, TYx� o. co • � a ME M=�l r, W� I m 2to. ex t- 2 - #¢ cavr, e ..( ¢ A B 3 _Cyt CONT. cp B �C FESS/0Nq P�Z4,rn A .23C * No. 32434 T. S. sf Civic ���' glFOf CAUF� 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 Certificate of -Compliance: Residential Address Documentation Author Climate Zone 11 I's 57 - e9 Building,P«r.ttt w 6:&/o Chedced By / Date Enforcement Agency Use Only BUILDING DATA Glass Area % Glass North 8(0 61.0 Conditi Floor Area Number of Stories East Slapaisedycior Number of -Units South Sln e amily Detached (SFD) [ ] Addition Alone West / 3 - Single Family Attached (SFA) [ ] Existing Building Skylight [ ]Multi -Family (MF) (]Existing -Plus -Addition Total, 223 BUILDING SHELL INSULATION ComponentInsulation Location/Comments Type R -Value (attic, to garage. typical, etc.) Wall..............-�3 Wall .............. -- Roof ............. Roof ............. Floor ............. Floor'..:....... Slab Edge..... p CXT. w O LLS }fie fie. es . GLAZING ' Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) QoUer blind, etc) (shadescreen. etc.) (yes/no) a(rnetal/wood) North C— M F W, rc North ( ) DRAPES East ^ �. _ East ( ) South (✓j_ South ( ) _ `Nest ( ✓f IS West( ) •— , Skylight.....:. Q THERMAL MASS Type/Covering Area Thickness (slab/eex22sed, tile, etc.) (sf) (inches) Locadon/DCSCription (kitchert, bath, etc.) Aj-o m ilk— s HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat pump) (SE, SEER,HS Ale— Duct Location Duct Output Manufacturer / Model # -Value (Btuh) (or aooroved equal) TMakimum Furnace Heating Output: .Btuh •a HOT WATER SYSTEMS Tank Manufacturer/Model # SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) �t Its 403,05 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications fa the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION I DESIGNER I ENFORCEMENT I Building Envelope.Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2.5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 perm/tnch. §2.5311: Insulation specified or installed mats California Energy Commission (CEC) quality standards. Indicate type and forth. §2.5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Eafiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weathcrstripped: all joints and penetrations caulked and sealed. 42-5352(e): Special infiltration barrier installed to comply with §2.5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10. 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showcrheads and faucets cenified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excep6on p: Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal cff eieney. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 Iumenstwatt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas ftred appliances equipped with intermittent ignition devices. 42-5314(a): Refrigerators. refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Building None: Name: Tideffiu TitWru33K =:�f �� zss r L Telephone: Tekphonc k77-- '.< t-ic. N: (signanue) (date) (signature) (date) Documentation Author Enforcement Agency Name: Name: Titk/Fum: Agency: Address: Tekomcn 1. Ceiling Insulation U -value 0.50 -176 Number of stories -54 R -value One Two Three R-0 -103 49 -32 R-19 -8 4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -i44 -70 -46 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 . 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 4 40 0.60 -i44 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 -3 -1 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Single- Slab Floor Effective Percent Class Mass U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -0 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12' 4 8 11 15 18 12 -9 6 9 12 15 . 19 11 -6 7 10 13 16 19 10 -3 9 it 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Class (percent Slaw x SC) Effective Single- Slab Floor Effective Percent Class Mass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 0 4 t3. Shading (Shade Closed) Single- Slab Floor Effective Percent Class Mass Famiy (percent Stan x SC) Muth Effective Stories Attached /CFA One Two %Glass Norio Est South West Skylight 18 -14 48 -69 -64 na 16 -12 42 -59 -55 na 14 -10 -35 -50 46 na 12 -8 -29 40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 4 -5 4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 na ■ not allowed 3 7 8 10 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Famiy Stories Muth Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 it 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1-6 Wall Famiy Family Muth Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or HSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,:m SEER (assume; ducts In attic) Sam of 7-10 -25 or -24 to -14 to -4 to Sum of 1-6 16 or SEER less _ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 ' +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 17 14 12 Effective SE or HSPF 6 -1 (SE or HSPF x duct eMciency) 1.9 Hwa Effective -25 or -24 to -14 lo -4to +610 16 or SE HSPF fess -15 -5 +5 +15 more -4to 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,:m SEER (assume; ducts In attic) Sam of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached -25 or -24 to -14 to -4 to +6 to 16 or SEER less -15 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 d -4 -3 -2 -2 9.0 •4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -1 -1 Effective SEER 0 1.9 Hwa (SEER xduct efficiency) -9 -7 -6 Sum of 7-10 WSB -25 Effective -25 or -24 to -1410 -4to +6b 16o( SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed Stories One -5 -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures k_5e or R -value [381 U -value [0.0301 K_ 6 or R -value (11 ] U -value [0.098] R - 1c� or R -value [ 191 U -value [0.0371 C- or R -value [0] F2 factor [0.77] J>8L.. /5. Type[double] U -value 10.651 90 Total Glass (16] Point Scores 0 40T'R Sum 1.6 % Glass SC Eff. % Glass Unit Size (sQ 6.0 x 77 Water b. East 1199 12M 1700 2200 2700 Heater Credit or b to to or Type Type loss 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 109'. WSB 5 3 3 2 2 50% POU 8 _ 5_ 4 3 3 SE None -37 -24 •18 -15 -12 0.4 Solar -1 -1 -1 0 0 1.9 Hwa -18 -12 -9 -7 -6 3.4 WSB -25 -16 -12 -10 -8 4.8 POU 48 . -12 -9 -7 .6 IG None -5 -3 -2 -2 -2 2.3 Solar 7 5 4 3 2 3.7 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 1.2 Solar 8 5 4 3 3 27 POU -10 -6 -5 -4 -3 4.1 Multi -Family (Individual 4.8 units) 52 5.4 56 30% Unit Size (sQ 0.9 Water 1.4 699 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 4.5 WSB 9 4 3 2 2 59 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 3.4 Solar 2 1 1 0 0 4.8 HWR -23 -12 -8 -6 -5 55% WSB -25 -13 -8 -6 -5 2.2 PQU -23 12 8 6 5 IG None -8 -4 -3 -2 j -2 5.1 Solar 6 3 2 1 1 1 POU 1 0 0 0 0 IE None -30 15 -10 -8 -6 4 Solar 18 9 6 4 4 5.4 POU -8 -4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures k_5e or R -value [381 U -value [0.0301 K_ 6 or R -value (11 ] U -value [0.098] R - 1c� or R -value [ 191 U -value [0.0371 C- or R -value [0] F2 factor [0.77] J>8L.. /5. Type[double] U -value 10.651 90 Total Glass (16] Point Scores 0 40T'R Sum 1.6 % Glass SC Eff. % Glass a. North 6.0 x 77 = A f0Z * I b. East 4,9 x I = 3,-77 + Z. c. South 3,!!a x I _ = 2_..92 + 2 d. West Interior MasslCFA = , 69 I ,r e. Skylight O x _ 0 d. West 19 x � . rrve 7 ewss (c.rpet.d slab) e. Skylight 0- x = p 9. Interior Thermal MassC� TYPE 1 MASS AREA = 0 $ t TYPE 1 KASS WIMC a 4.2. Se: exposed slab) TYPE 2 MASS AREA = A, ND. 3` 11. Heating System Ez 'orW$11Mass i x L OR AREA Zonal Control? ( Y / N _1 SE or HSPF Duct Efficiency [0.78] 01/. 5% 109'. 15% 20% 251/. 3074 35% 40% 45% 50% 55% 60% 65x 70% 75% 80% 85% 90% 95% 100% 105% 1101/. 1159: 120% 125- 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2S 2.7 2.9 312 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 101/. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.1 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 58 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 W. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 9.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 to 1.6 1.8 2 2.2 24 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 35 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.9 2 2.2 2.5 2.7 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.t 6.3 6.5 801/. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 62 64 66 85% 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 33 3.5 3.8 4 42 4.4 4.6 4.8 5 52 54 56 59 6.1 63 65 67 901/. 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110% 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 23 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 S.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures k_5e or R -value [381 U -value [0.0301 K_ 6 or R -value (11 ] U -value [0.098] R - 1c� or R -value [ 191 U -value [0.0371 C- or R -value [0] F2 factor [0.77] J>8L.. /5. Type[double] U -value 10.651 90 Total Glass (16] Point Scores 0 40T'R Sum 1.6 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North 6.0 x 77 = A f0Z * I b. East 4,9 x I = 3,-77 + Z. c. South 3,!!a x I _ = 2_..92 + 2 d. West ,C_ x I = , 69 I ,r e. Skylight O x _ 0 8. Shading (Shade Closed) % Glass SC Eff. % Glass _ a. North (O 1(7 x AY= 2,€38 b. East V x I= -S z,3 c. South - 3_ .1a_ x d. West 19 x e. Skylight 0- x = p 9. Interior Thermal MassC� TYPE 1 MASS AREA = 0 $ Interior W.-iss/CFA GOND. FLOOR AREA 10. Exterior Wall BlassC2_ TYPE 2 MASS AREA = A, ND. 3` 11. Heating System Ez 'orW$11Mass i x L OR AREA Zonal Control? ( Y / N _1 SE or HSPF Duct Efficiency [0.78] Effective SE or 12. Cooling System [//07216.6] vim• �5 ip HSPF 10.5!y5.151 0.'4'67 x .,=l Zonal Control? ( Y / N) SEER [9.5] Duct Efficiency [0.74] - Effective SE5R [7.03] 13. Water Heating S E /►�(,fJ Type [SGJ Credit [none] n 2- 0 0 Sum 7-10 Point Total: a,� -i At TUC C11 s►lcl �t � t -TT-0 - BY T rS 6EP _ - ``= `.F. :3174`_-: r7 ;�al `��ii�. ialil�`�r{i'.2:2 yLf •7 �:.a. ,j..j _. _.�} �} _.f�. L�. 5-2 ",5 OF 2 -SINGL 'cclr idE TC B _ GH rjEPaR; 2�1i3: { is T 01 �t C►�t:? Ct+EC�€� FOR �'L� PSE L�'vE Lf3A%?_ tJ, -TF lE yy.t4T t E,T Ri r SND - �, int Y �A�iGE T = � E??EP.C'� � 1tEGT BSA:24 TECs $Y =CIE :3R i�TSIC7��_� Tt �. ,,T1�t_ SPAc�a �€:x� e, T _ 3, WKS T �OtxjgECT�J Pl-ATES OF—STGIiEB FOR--: EES( LUuaE�` PER t?NCII`iz1 i15 ��l RfsL YTC3 T�cBLIE T tEGiirIPE AT r .�'; i T . Tc _ - �ttt s Li g' E TSS _ PPE'EaELi ERS!tPEITF �°iI SL�J35 {li[ �TQ�2S3iT:ED_B�` TRS 1�ir'" 17 DNT M144 'j7� - �S- App L 4F3AFl� �-1CCG LLEU 147 4�Qt PALMi 21 P�[E FR{3�'t no pu ��° 3T SL�J 4 U i � 4KS rt3 i i : _iSED _ �` TRUSS, I�1r"R o....�777 �4V- l tri _ 'TI s THIS -L ?RE ARmD Y �1 t �iC.4 F Ri LFA�i f f 1. 3C ACX.: "—st: ii . C� 9 2n6 Fi :S{�R(f 'R �:T c'L1.PC€1 i l - - _ 2 A �I�`L�eCH ST���,�i £� -0_ l _ tlPtfiSECT{ 'PLAT MUST E) IrdS�i"hi LED �h AccW-OANCE -otliN ' SIM 2S, 71 017 Ctil YrE� 4 EC � r-- ttii= BOTT�IM "�? CHErKE1 z mg. .trusse�syy ' E I ALc Fi - g SCALE -- D'—c5, s THIS -L ?RE ARmD Y �1 t �iC.4 F Ri LFA�i f f 1. 3C ACX.: "—st: ii . C� 9 2n6 Fi :S{�R(f 'R �:T c'L1.PC€1 i l - - _ 2 A �I�`L�eCH ST���,�i £� -0_ l _ tlPtfiSECT{ 'PLAT MUST E) IrdS�i"hi LED �h AccW-OANCE -otliN ' SIM 2S, 71 017 Ctil YrE� 4 EC � r-- ttii= BOTT�IM "�? CHErKE1 '.- �____ .�'. VS 1i L, i!6tf, _ ._ : _.. ., w_ter.+.. -. a �_.-•;�-• _-- _ _ _ Setbacke-- cr �'� AO!£Siti�iiMt' Llty.ill-it7�, TYt3 •iEL ft.}R i�IICS�6 _T _ j{� £..V rTC pit �q f�/j f i FJ:9 j .1S�Jl ��� � �„ j^�. r: �MIATCO�K`.�['" l►tf-]! 1'71S_ i.� rJ� i'... �' JT„ xzp, ,I -I?F` aF+FMsfir-/+L s iDOcs3aa4c..zn'LI _. -° la2 5r =4L — ?TYI Li G PfiEFtAAEC3 tl,+i C^vOPUT iN�{3T [t Ci DS D'L i S'�fli:Sl �TT� BY TA S t4= t T • Q 3 Q77 ii 'a Gill f 3 eUi IC 5-4a.10-22 i5. ©0 59.78 24 _5 2S _ Tf =rte TMs-= r ami. ssr szsa._•acsw TANEikERtl - 8C =LIIC "�° R 4_2 782 15_till 22. 7 .29.7i p i t�-tNECT3 NE3UISEI r3R-L1.Rr _ r _ '�` i+4LiST =EE°- �tST1YLLF{%:_ }1 s4G iFt NCS iii sti SINGLE Zt WEEt3 �=�G. 1. 7 BCA '; � �tAL'-_ t�L� IF �_ S [3�>-€IES�As?C�i RE#�[r�� t2�49_ - c�CTT M CHORD Clt' � E43 Ff?F 3D Ps i_ Vl' ,. LUAL _ j �`�DP rfl SEE QRS' =TD> $E iENTFr�EU i3ki T iE .3 IFii , ; .EFT T{3 FI rT Ai ct E-XCEP 1teHEi1_! r A%EE2'' �Y l IACL E;j D`Ip1�AiSZUt3_ - �1 ` T Tt3t1 Ch jRi7; Lam: CE -Si OMPARING HETI t ' '; ti_t ^'T� _k .s $D �" 1�{3TE Gtt. 1'�'PGAL ,7fl�r;TS:` -AtIsL"I�t1A��i3� pi`s 8E i_CA�'iEil iET APC}X'LititT€L`� S ' 'D + -, CfitFIL1 6 t - if -IIF PAWL LrtS i tE e HUFFA�JE�= ��JZN I'i7H FK _ �_ f Eli i= BE Ll�kcFiSLL .SRta El 41iT€t PRIl L1� D*I ECTEO Si�CLCI N0 I3u tsP �fI. PANELS t�!EXT Ali- Q PAtEI Pt3It�T _SSsL.it.E. I5 �tTTA - = P` Tt L EEBSfGD "LYNECQ$ PLAT _F{ REE -- SUPPR� 8E 3. 3 ER GD i#� rlfilY.7S L_ TE ;sL - - 4T(Tyt4.�%7{�5# S - - yy (?�rssT_fiT [yC� {� 'SLl O+"1� F�{.� i� 1i A RIGIU CE7 HG-- {( fi 3�z: Zc 4 C."giou -8 ;A�=�i6 Kt,13'AL 5 ]R C�tfli'D6. ':£�irGi�li st �'� AO!£Siti�iiMt' Llty.ill-it7�, TYt3 •iEL ft.}R i�IICS�6 _T _ j{� £..V rTC pit �q f�/j f i FJ:9 j .1S�Jl ��� � �„ j^�. r: �MIATCO�K`.�['" l►tf-]! 1'71S_ i.� rJ� i'... �' JT„ xzp, ,I -I?F` aF+FMsfir-/+L s iDOcs3aa4c..zn'LI _. -° la2 5r =4L - T • Q 3 Q77 ii 'a Gill f 3 eUi - - =rte TMs-= r ami. ssr szsa._•acsw .BL i'iiit�A_ ""'Ml 32F OCF{••" $if E:, �E aa�FizLLrestaritr yfir{i r ilii ylAE. i� 10.0e�e� arTK_ <z3 a� *�, 3rieas�ss�a. _ 10-1 _�L ; �; _ II RSA {f Lit! : �c UP �GPIT FAC_ P;T%f _ S 1G: - 01 ' ,� - '--- tt.4iiw,9lCO{F�SE7l�C�f 4ifit�b"iJ�= _ - - - nr.�.raraeiiec: !l.YM..�.j- Com. (�` ��c.TI'i t�..°i ..�i+-_il� -- -_ - - - ]R C�tfli'D6. ':£�irGi�li st �'� AO!£Siti�iiMt' Llty.ill-it7�, TYt3 •iEL ft.}R i�IICS�6 _T _ j{� £..V rTC pit �q f�/j f i FJ:9 j .1S�Jl ��� � �„ j^�. r: �MIATCO�K`.�['" l►tf-]! 1'71S_ i.� rJ� i'... �' JT„ xzp, ,I -I?F` aF+FMsfir-/+L s iDOcs3aa4c..zn'LI _. -° la2 5r =4L - T • Q 3 Q77 ii 'a Gill f 3 eUi - - =rte TMs-= r ami. ssr szsa._•acsw .BL i'iiit�A_ ""'Ml 32F OCF{••" $if E:, �E aa�FizLLrestaritr yfir{i r ilii ylAE. i� 10.0e�e� arTK_ <z3 a� *�, 3rieas�ss�a. _ 10-1 _�L ; �; _ II RSA {f Lit! : �c !d': FAC_ P;T%f _ S 1G: - 01 ' ,� - '--- tt.4iiw,9lCO{F�SE7l�C�f 4ifit�b"iJ�= _ - - - nr.�.raraeiiec: UT DADS `&3Tt+t�si�)PtS SUBKITTtI $Y iRJSS AFP tS _ THIS DWG PREPARE[ Flom Ci} PiiT� T cat}R3 - �r PT A� SF�iIi�N - - -- TG '�-LtiG L.> FT:. - 0.29"' 3_9.1 - 7:�1 11 � f2 TRP CHARDS F1A_ ��RChi2, ExLE - 26_Oa`"29-? 38i CH�IG 2Xa Ei--LR�Hi. 8C i�-Lf}C-{�. 0 29 3. ?.`4 il'�I 15 4.0 38:8=�2.7 C EBS FI3TRDc4 STiNRR - L5: �J9' 29.71 M xop- Our-'.� FSA-LARCH3 r - N ate►. = n ta7= j{r V'?- 7yy; yy �., c�/� �yi� qty { ty�� -�+ �y 9--.- EFEtD RE ;;= y; �•P.' {.- ._.. - E 7 f ." _n - f' F = _ _.... '3 LLi� V �\ :. [71 TFI �. SES CG.. -ai L'[if ='� �-.H _ use -AmE c�'r sjl #4 , tl _- C,}R� - LR i�I {B� ja F� '� C� R hii�I SSVF'P r' = �% I Y Ql3R_ 1` . �( TER4UL r�r• ,.� 14 "_- €t_ ' CHOP 0. HI. RAF'TE _------_ - _` _ - too •` - - O , 1 - Rt�CE FLAX Tt3€'=G1€RR} 4iTTt3 2d_ f 3 {i iErEi l`ER 4I�t_si @t4 R r r 4��E�$a _-- ___ q (} _ _ STE'sG;�t`�t} iTH- -#SO r1Alla AJND 2X-4 _0IAGO�iAt, _BRACE PER �3wrT _Tf FIGURE:�rtR .tatJ..jACK;t3f�PflRT 1�TP TiAETER t Tf�=cRlf'PLE EVERY---T-WO TNQ iRUSSE BCiF Cit T �kG�: T i H CO+��� T1Li i�,L F to SiH IS :t�QT THE RESE*OttiSZ8TL3TY_ � THE 7�� � 1 HIP DESIGNED FOR %ria -04 SETOACK .O �POFtT E Rc j�_t`,t�Et ' PLA7"� k4�NEiFACTURER� tfQR TRUSS` �IsBRLCllTC3`R P-�f� s = M. r- c ti Tis -.=EEK Abv_!, cE Bt LRE:AL tff3 W-85. EREG i Ttv� 7S_.ES ARE CAt3 t IiiNc� - _ [ 1 r G 7fsL# ED Ft�i CQROt,,'�CE HFrN PROFESJ10tt� C FlREGst€iD N� i.RFDVCEITLCrai ERAKIrx�- - - !Lim F ?�uST B Ir S AtfD ? REaU.tRE tdTS QE i . G. B _ ti RESEt�F�C#i REPt1��7 X29 9 - EIt�GLE C_ SEC -2 `E��Ov_: #. . 5 7._ 9: sp-L T. E . - �tLi. PL 7 i 0 LtiT, r Etr, C THE JL)_lM L E� i rti RIGHT aP r.! L i�OT olj- CHBR� 5pL3� E� OC -u PING -BETWEEN Dg TO EIGT D ` ExCE j7 4tHE LOCATEO 9Y C ROLE OA �?¢�t�I�t_ _ _ - PANEL P0'ht . , 1RE T'O BE OCtyi'ED AT <,l�PPRUXT4 f ELY d.Z 3. j TC T { E [ f� = Ir i 4 EQ� ttr A � � A� 7 iFiS ON TYP nL a itaT , T/� .i Pro L L E�aCT1,1 FLROk PANEL PCi HT £ ?I FNIF_ 12'x' Aid 1 t��, f iC f #kLt 1 E `LATERALLY E1�t iCE 4iT ii C PF RLY_ C !JPd rTEB' SHOUL? i NM t3C!;UR FI r4h�LS F8EY,7 TO � PAIL Pt�1t37 S�"�I� - - f'E1 FLS ACED i A fiAY A# t3� 2A' 4 -C I te.= �i4 i3 heW_fir or better coatf�sxuu-S lateral - bottom gra�«! 7z`Yt t�_e_ ,r. Att cn xLth 2 -1st ba.;�_iS_ 4 r4 c3s� is Qot r �£ �tzs .__ st a`= ` �s.M A,l� a a Y ! ` f� tJ� Y ! ` 712 STYPE �.r..i. Y'S—��� _ •—lfi3 � kYroPi i� +� LX�iL itft�.. %al- io�f_ C['r>« $'p1Y`i'�itR'F2y. TV34 �L Cf�d'4i�t-�Tffii $ AG tFSiOcNJ�ukilE PER - .A=z I- -- C. X-4 BRAC « a 2? , Q T:7t _r_. �v . S_ de_sfgr� -for �'� s r are ��� - i . THIS U PREPARED SRO COMPUrEFI �'�TT �C�:4LT5 � aI3� ZOt�iS' SUBM�3; tB BY � iJ � �, 7 _71_ _ fitk`' Cki +. c�'X� i i�-i� : ICK 3 '� CHORD�r3 E7E R -LARCH �� �� J 7 (� �1.,. �}- Bic +..lF 1� ti - Civ-.+\ + � 4, RT.IL is - ate: ES # ---- ' Ti T DiiG t� � REII rRQ!! <:�iiTE I RUT �i3ADS C ! 'STII�CSi 13H�3TTT Q Tf ; SSS ! R ? L�!`tS 5�.�3iLi tiE $4� TF ESQ F IS f _ RCH_ S L� BC _X i_Q iric - _. - _ '-_- 39_5Z zs _.._ HE TTHSTALLE13 IN ACG A C-- ' xTif SSRI LE 3T r T.G {, d 1}a - Ell SCTTC� Czi0Hi3-Cf tECKED FE1F3 PSP i_`Ic GGA _ .Ef'�i.EAE1' try THE . 16INT_ GEN=T T� RIGHT AN Y T�'c� T I tta TE}P �CHOR- St-iN'Gt 8E �.A7EFt�ai:LY BRACED 4�Ii 'Ri3PERL1' � E�iE€5 �T t L€i�AT CI € `L _t f:AT G*fS C3?i TYP CAS_ ;JaINT5 t. ,, PURL -IN -PA. l D eLT A NaXzi�►i 4'C -E Q.G. v 3E _�E � � _�? i',R aE i" G3tiT�ivt lav-: LATERAL Ex�i TOM: i=ce CRi=E€� L [li��Er� r�3E�+ NUS � i LrltiEt?;TTACH rLY41 T=�HLE 8 1�3_ _ �X£:EP T ii SHO _ _ i5 i F T UU RE€', IP A. , -P-1 5ICell i-ZNG 3tT z ftp{ r_ttORl? _ RAV iNaT�:Ai_ - -, 01 ! _ - 3h iEC;j_OK ? E�TQ�'r'.1`i.l`�iR: sl::�ACE fuss . G :2_•bi'VL't--. Cl1r<-.7C�i. _rD2 .�.i�"+�IBif: azt4'itit7 Fir -,aun tac £sZZC7Ut, cdE _ - ITE Za-0_3aTL5� - H is f� �`i-�-`7gib7iC c7t C.r ia�Iom*— i'd, amp nc- rm--m. ®- n -CS V=gVML Fes- AZMT2ovi_3f".-ice- t.z--� V ,: • TvOr� 9- fiCf� GR.t/�tZZ�t, , � � t t��3 j Li Y �=- �� FeLV I-iC::_`iT t10-'�l�C�i'9C.�:c i_9/cesi PFPff3l.T J�1'T.�c7s t zfGII 5 1R:Z' y _ f1 -,. Ti�i�..:i.lJ. ��.�. T" •�•" c r u { { 47 a..E_rt�- OM_SEFO i6�C�E <�'r�ry�r ty�,•�-.fl+%E ISE S�OYai}@LRT17rIACYi7t if-:.IG-�Eii6 C7a._ --t--MA—cu-M3m� cri fC :�EL7tiral., QE -: CG �G'T [ rR4 - -: � {� OU :FACS a. y :��1 Ci: -I 5...�f _.. 53fa-STzr[Srue� .37+� 3F'z�c �..�.IDBS: Ti -::' Y� — oTI --SSP*_— S_cM%F ? L�!`tS 5�.�3iLi tiE $4� TF ESQ F _-Ta'S ?;zL = r G£ UTS_ Tii T �fiC 7_ul St 39_5Z zs 1}a � i R if,S I 7 F_XLE;-3T fS �i:i`3 tti. C3 3E _�E � � _�? �j Lk`' $� T �X£:EP T ii SHO '- "i1SAtCz_tF;A��U FROMCQ�4J%EFI IAP�IT Lt2;4L75 t3I3ZQt�S' SUBMiT, tB BY plc t _ :`C 3:-3QC L:F; ti 29 -4:U", 7 7 �� fi130 CHranG 2X-4 F�-L: -Di #3 - - CHC _R RCH 41 ti _ G3 -� Civ.. fi•+\ _ _- : SX. a�1� may C(�.('}�.: Q/� t Q} ;-*.. �5 f ('`' n�j T-Ct L�E'i_PLATES-JST 6i4.-. ,t11. w...L � f\ I�al+UO7"�DOZ' E :_ CONNECTOR t.LJ� ¢1L'-1 :i {� _�.3.�rzSrC FL�°�T�'_ ?Fi c 23i� EiiIsr i:I3Qt4 HAS BEty _3'cS%Gi�? TQ #RTX = ALL -PLATES . �,Q art T Et QN i �t3TRT. -LEST To R_GHT A I fi � � Df--Zd £3 tlr 'leh F�AMTN 3 Tt� Oppm LTE S_ DE c' ; C� fl �'rTlc!'ZIdC TEl ►HE ��ci'$ T;Qf� T i Tri f t fF XCEP't i .c.N1. LC?r' T Ell CTAuLE I3iP-t�NSWN T _S�lt rI6 "its & i f: Ltk3%i Cir fu %L A tT A G' LF AG f3 t Itw_ #3Q < �L: i r� j Ota ZY t JQ-- rat 5..' €�< � 1�E5%6 cQ o G %Erd LQ _ ? t i 3s J AQP G� iOPO SHAD SE 1,1 T L'r :t A" rcI=�t. P ag Y C PURLIk SPACE _ T A 44:. Iii tt� 2 x� T $E _ - LS LATE tAL E t_Ac Vu �I i5 :tips : J� z�ppt.—. 1. v 1CI _ _ ry?� ' 5 [�! til f TO ��Tt'Cai�- %x,[?�r i3r`sAL �= �A, 4-- �� _ �6_ viii.. JT� -_ WITT-Sl - JrY,:l � :c-CoT = 2iCs QX�G r73 C=l 113 Fl�f tcHei az s�rto�ti+n � .Ltisc_: � c+ahoC � I r ; - _ E 1. Ta4lS [3I :ZxiR TO '=REr_I"TCit� r73 C=l 113 Fl�f tcHei az s�rto�ti+n � .Ltisc_: � c+ahoC � I P Fs = THTS' t: - PR ABED -F !i3H rMHPtlTr=r^r I' l'T ;(�ti t�S t1l itS i - Si13?3 7 "'X��ql F j�-L AHQ-ltt �_ € TC- )(-LOGL-Ftit _-2 15— 1 Qin t r _ 6 �Ft�L�IRC�1 DIST LaC?viLLf t1�i' Fin—Lil c 41 _- �E8 2X F=JA-L MICN Sl ANO -ARD = BC= X -EEOC L = 0 --29 B _ �2 -15_39� - 7 i- COMIMECTOR PLATES MUST BE INSTALLED IN ACCGr�AP3Ci± 'WITH SIN -7G T WES 1�TC: L t ! IEi�111(Eh�i�T S i}t I -,C _i . D RCAF€`i RHT99 _ .9GT! LIRi CORD LriEncL� FOR 10 ;PuF L ALL PLATES.&RE- Tia 6E CENTEMED Oiq Tfir JOINT.- LEF'P TO RIGHT MKO lR T{l CiTTtlt EXCE�'T HEN' LOCATED -F3 IrTF CLE E DR D L�?cttSlTYt! _ A BOT7'Ei►� Cl1QR�3 SRL ICES �CURRItd+S B9' SEE I:RA ThtG t D QR 'Pt�ATE LDCAI1t�P-S (I T}'t IC L JOIN S_' = PANE P-t�itiTS° ��?r Tt� BE LtICAT�t? AT A�Pi ITT TDA C!- O, 8E i.ATt`AACUt BRAt'°EG �:ITH PRQ-00RLY CC3F1KEC TE11 SHOUl.G NOT ocI>UP All PANELS NEEXT'_TC A f PLIF_1L Zit s P )� CI A � =A MI�-X IRtlM ` t3 i^NNECj OR P ATFS GESI3NED FCR iiREEt_1- Lt ti ,3 �r Hcm-fu, _OR aE f -!EA GONTT : S UATEML DID'TTW TASLE a_ la - D4�3:.�L 1 f ii' Mho , t . t DU_ I I 3E 1 AT -TA ki =ti Tl t t BRAC I% IJ ='41T �?(�tla�t�� -T.� A R UCits S A o F�i'HF-r RIM C LY 7D T) ' TLS CI-!rrrQ , e-RAGI ilii. �_!'���� AL. 6:Bb S-PPLtLD ANO hi`UCH-M,_AT B1,17Y4 lEmbs 7Q A SL-Ii-xELE `2= Ri-7_ i 1'P,.-'ilLP t ^ _ DN_�' 3DB � Et;t IISH t, �'?� _tF T4_i3S DEST6+t=.FD E4ECrj-TO � Car' lPA-CTt 1 �3EV1 s uE'3{I3�i:f�tT�EFsy,.ti „¢„�rPcr�¢aatisee�a s�cxr+ca� f� �:�.r.�.ir�r• czs+rte�ea� arr xE3?#crs rucmE�. tcR�aa i�iv. xs i _ �SI:� GRI £.� - f""t � "' r= _.%:r .6 :3 tlrt rlA)3ttR r`raCw=?aG'.2 ter N?Y AY[zl'g*4 crfi _ - — ! T(ZF acsexa+ ccn +cst Fn1_ter'_ rFi— ca'-- r'+:t -C 1 .1'"`?�'-i 47+L Tll�,. PCJiBE nl4'�JL:RicC. !43.�_ tMt$faL. OEtIMc �Sf'Si1TLRY F,:i� cOnC..Co6ltCn� �_ Ti 9- BY _ -RJSS; _ lF - '``'��,,.•�'" '1`��A-"3 'y� -.g'�. `� _- r �XCxATELY ITT 6hE'�; Pi3IilT .5��lLIC'E_ t ` t3 �3ER -PER ti€?S Ri-7_ i 1'P,.-'ilLP t ^ _ DN_�' 3DB � Et;t IISH t, �'?� _tF T4_i3S DEST6+t=.FD E4ECrj-TO � Car' lPA-CTt 1 �3EV1 s uE'3{I3�i:f�tT�EFsy,.ti „¢„�rPcr�¢aatisee�a s�cxr+ca� f� �:�.r.�.ir�r• czs+rte�ea� arr xE3?#crs rucmE�. tcR�aa i�iv. xs i _ �SI:� GRI £.� - f""t � "' r= _.%:r .6 :3 tlrt rlA)3ttR r`raCw=?aG'.2 ter N?Y AY[zl'g*4 crfi _ - — ! T(ZF acsexa+ ccn +cst Fn1_ter'_ rFi— ca'-- r'+:t -C _I T I -- -: - - . - 1 .1'"`?�'-i 47+L Tll�,. PCJiBE nl4'�JL:RicC. !43.�_ tMt$faL. OEtIMc �Sf'Si1TLRY F,:i� cOnC..Co6ltCn� �_ Ti 9- BY _ -RJSS; _ lF - �XCxATELY #1THIN 121--1 AND 6hE'�; Pi3IilT .5��lLIC'E_ t ` t3 �3ER -PER ti€?S .1 1 " I 'I I—V Ir lit, Jill it -7 i�J 10 it Vi 1, It 10, "i" 'Tf,� I't i If; I f lit "it, it it I it IV�t Y, M .rtr_ I it It k ''I I,� 0 it I, 1 "', , I 'I "I I,, I A 1,,; 1 I'll, A 'fit I, 4"1 W OP if 't p r 1 1.� '41lii'll IlJf I fill, ffI jif It, P "'tif T �fl l�� i , f;""! III i,�� , I , it'll fit 1, Tt i", I I � "" It"I 'I, , it il't f�l I I J, 7ZI f IT ' I I i vil 1 ''111 '''i 'iP t;iiil, I , I , I!, " ", I 1, IF, i, it i I, -, ij., 1, , , , , I I,,, , �i , I 111� . li. ill' . � 1 1, _�:i, Ili J it Wl , '' I ��l �' IP '[ '' , l, 'It I �l ''!U� �:� III."— rokif" it't if If �'I 7-1 1 ir, J"O'i f I t"i "I J fill" it I oqo ANN? Y`:� 'i , I, , I II I a � �Il!, I I 1-l-,- t"', - t,i, , '), it "I i[�� it 1: 1. li; I l "i q, ij '', i It I "I � , �:�l l I I , 1 1, �, I A l, � �li .1 , I , , , �� if If it . Ili I I;'' �(I -I 1,; v, I J� V, �Il fill It fill 1, Q w� I Y E4 q, CiI J i l '_, I iI,�, I , , :,I , , � � l , , I I-0 It , , 1 1 "" I � I , I f it ItAk 'I i, �,)i, r, , . I — .� �', �I� i , I Ll I " I I ,, . ii I " 4 � 1 4 � 1 1 4, j1hi lilt 1, if if IS I I It lit 'j j if i I It tii lt� I I I � �i: :� " I ", I I , , . .1. � , I i , , I . I I , I , , I If i, tr J, lyp', ii 4 Am nA 4 A" - -1 " I , , " 'i�� �, fill, 0 !11''', 1 , . �l , , , , I, , ,I i i If fr 'I f it" 1 0" i J, �.A 't't -ti J - it, '=7 $hills: ,I i ly m it ji, J, ji�j mi J It JIj L�� ' I, '� ';, I I l r I ' ' 11 , t I I I I I I � � I I� :1 1 . S it I i , I , 1, , , I I . II, " , " L : � 1; 1 1 1 , i , I , e I' I W111 f It'll I [It if ij, i if' 'It Y ji 1 41 iq it it, If, I, "fit w it I y VIP . .. ... ... DOW 1 :f P 1 1 1 . il [� : li� - � 1 1 , I , r i I'i 11:� � 111 i ,, , � , ';li I'l It it 4 ji t % CIA I L x,i it i it, ii, till, I if h in' M4,141f i"Will,'A4 :1 7, 1 , , " '.I , 1 .1 � I l, ')I It'll- I, lf "Ifli If' If !t "dk 11W, ti f it 1, if 11 :6 fill "ollill it it Ill fi fit q 31 V" it It 'A if ;il It ii it i, i'm i ;�'l , lit. f *I �' :1 1 1�l 1 1 i�:� �' I)' ' ' ' ' ' I I " � 1.� '� Li. � , j l� �.l if Ili if I . 4,, ;_ 11 i, I ;I ". Till" if i ;T I it III I I i Ill, I IP , 1�1 , , . r ` 1: "1 , :, '; I I *, it if it p i "i i It I . ' I "' �," IlL I 'I 'I I I, � ", �t 1 11, " . , I i I � , 1. , , , l: , '' I I l , . , I - it � j ' I I" i l' i i " � I' l r I' fF ip,l , : I - , 1 1 . I I I'll I " " 11 . I, , ij : fl�: , i "J"'I , I III I" j � :l , " I I - I I 'j". P Il. I i f 10 1 if �Ip, , I, " I i, 7 , " ., jr dA , I ;y I l, iq If I if f I IP lA ilr It 0 ij Ij t;o fill �lljl I it. fit if I j f it', " " ' 1 0 l� lift I 11'l I I . .. .. . . , I � I: � , 1, �; j- hk flit, t j' IW Ifit, I , it I,c . ..... ij` 1, " j �, , 11- - , 1 11 1 , il I , , " , if I I I , I �; I , I I i, ' ' ' �l`:' ; ' Il')r I 11f ' l" , , I _'i oij, �i '1 11 f it if ji, I Y, If �W if Il rp If J� , I I I , I I I , I I , ", , K !It I i t , . , , , , , 4, ;,,1 , I , I I, � I , �, I if if It i I it 'i 0 il't 1 t I I "J f;X I, �i It ii 11 1 Jl�i q; it i yl it" Vi ';it' it A - jf "It it I I j�' , 1, 1 , , fl , I I , i 'I , I , i I, ., . 'L r, If , I I I I I''i �,` , il I . , ", 11. i I t I 1 11 � �, I , I , . I i , ; , I I I It 1A it, f, 'I, f , 3 It "S, r" Al if It it 1 1 r', t I I li, lit, , lit I , I ,, � iIl �,4, 111 , . _9 'i ti , I ". � !it p Y a l P 1pi , I too Q 4 it I flit I fI I 01 it" t lit" . I 1 11 1- P i -1 if j, it !I I' , . Vit It TZ" �4 N" i4,44,4fi, i'a! t I,� , c if Z J ;j, i, 4 1, 1 1 It .1 I Il t I .. ... ii I 1 1 1 TI I fi jf'l Hy'l it !i�, I Al , Oli' It I �,lf it 4 ll, if ki J,jf "i J,, fpt'�'j ; , I I , II � 1,, , � ,, , , i'l, , f, ji 1:,11�. fill 1, ;t i, it l!" it I it it d� o i W if fit I I , , I I l. ! , ., , , . "" , 1 11, 1. 1 1 1 .1 1 - Ill, I I�, �1� � I , I , , 11 11 1 1 1 . , r , , , , i, , I I , � j 4, Il , I r it Was a I R J" IOWA E 11 lr, 4 V l "" , . "l,I .; , '' I :"l, - ill, " �: I I , , ,I "', , , , i , , , , ", , .j , I. I '� I ` 'l'i� I I li IT A'; � :, , I �i i �l , It, -.� ij":l , " - ll "'� 1, 1:[ 11 1 1 !1, - -777 1 'q` Tk, =7777777, ,,T T�' IT I Tll� �I i" lll� 1, i l I I , l, r, , oi'�' l [i l , , ll l:" iil� " l"'Ipl. " I'll 'IlY l"); � , '' 1 1. , IT �07, 'I - - , �I: 1� ';, i" ' 1� 'I.. 1� '""' , , l '�il'lil'j�,l �.(, ,I, I , �!� , , ,, t1l",- I' I. It, , , ", i, Ii., - id fit IT , ll�,ll i . 1 l . 1, - I : Iii'� l, 'i 1 11 11 1 ii ItTf1ItIttttIIT1IIIttTittillIII4 iifJ1 w sync tItttI4P ITittttKill j, I Itji ItTtitTTIlkttgoo tttIT�T ::4', ) tITTITtttITT7 ItTTtt1ttitittitTt4�l 17 ttItIttIitiIttliiftitTit IIITItttTitTfItIttltitttilttTitIfI1ttlltitWcombo volot$21 sit ly 1 tj )"0111111 Pp� ty, , , I. , , , �! I 1 11 - " I I R� .;;I I "':. " ! , ;" , ' 't �1'1 " I I ., .; , ". , " t, it ;ig 'i JI it 1� K; I Yj it k1l Ut ) I " , I I 1� -1 .1 � , I � , : I I � , , , ! -'Ifj� I A, I, I ,, "i" ' ,, , I n., I� - � ; "I ` 1, , 11 �;. � I I ' ,I t J, ' " V I I -,I I � 1 1. , � : , , , " . W , , � , IL. j " '�! ] , ,,, � , I . , , I Il " [, , " , , I 'I " . . , ., , , tll'� I "i � I � I i ;� �� i 1 , I , , " �� , , I , " �, 4 It Io r