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HomeMy WebLinkAbout069-240-049724*49 ,:;'' -;1679-91B,P;E, yHARRINGTON,on 34' D 60: Kanaka Ave, Oroville, "cont:—Better=Builder-s ( new sf) -t-- - 69-111 -49 1i Perm it#2056-qlB --etaining'wall)� O �1 r ' 724*49 ,:;'' -;1679-91B,P;E, yHARRINGTON,on 34' D 60: Kanaka Ave, Oroville, "cont:—Better=Builder-s ( new sf) -t-- - 69-111 -49 1i Perm it#2056-qlB --etaining'wall)� Cp F O r ' Cp F RESIDENTIAL,, 69-24-491679-91B,P,E,M HARRINGTON, Don 6034 Kanaka Ave, Oroville cont: Better Builders (new sf) c 41 y 4 i G s, OFFICE COPY I Address I i i yle�! - Date j w ECECTRIc Meter By Date i JOB FINALE c Signature I— V=OK b = Not OK =Not ot Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector , 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1r'`l MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)O'K except #'s 1. Zoning Requirements -Setbacks -Easements r 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rig.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r 'J OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single ' = Date UN RFLOOR (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope ,4 Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Soecial Anchors 7. b; Steel -Wrapped P' rs-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s -- -__ Water Htr.: Vest Aesess=Ceml isti;rs AlT -Baffle � ---0>Water Pip Te & Anchor -Nail Protection D.W.V. Tes Fittings & Anchor -Nail Protection ------ ---- ----------------- ® Shower Pan: Test, First Floor -Tub Access ----------- - ----- ------------------- 20. Test Tub & Shower, Second Floor -Tub Access 21 -Gas Pipe: Size & Anchors --------- - - - -- --- ---- - -- - - - ----- -- ------ ------- Date /Card B-1 Date Card B-1 -- `� -- R--- ----- - - ' ------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22._Fixture & Transformer Clearance -Ins. Protection --- - -"23.ec. Rece cles Spacing - -Lights & Switches at Doors ----- ---- - - - - ----------- - ----- ----------------- Liz Boxes & No. of Conductors -Stapled ------ - ----------------------------------------------------------------- _ omex Installed Close to Edge of Studs & C.J. --- P uip Ground made up w/Meth. Fasiners-Bond Gas & Water----- - - -- -- -- - -- - ----- -- - - ---- ---- -- ----- --- ------ -- - Gas Appliance Circuts in Kitchen & Conductor Size/GFI --------- ----- ----------------------------------------------------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or At - 29. ange Circ ga. or At- Circ. 1 ga. C or Al. L/8pl 'W1l --- Insulated Neutral ------ ----------------- L 31S Service -Riser Conductors & Ground -Main Disconnect 31. Equip Clearances Panels-Motors-Mech. Equip. ------------------------------- ---- --------- ------------------------------------ Q�32. Clothes Closet Light -Shower Light -Spa Light --- Smoke Detector ------- --- - - - - - - ------------- ------------------------ Date10 / Card B-1 Date Card B-1 ----- ------------- - ------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 4. A. C. Ducts Insulation & Sup port -------------- ------------------------------- Vent Fan Exhaust above insulation - 136. Condensate Drain & Overflow: Size & Grade ----------------------------------------------------------------------- - --- &;9.7. Furnance-Vent: Access -Comb Air -Return Air Vent _115 outlet - ------------------- TJ' -Attic Access & Platform if Furnance in Attic ----- ----------------------- --------Date--------------Card---------------- - Date Card --1-----------Date -------Date--------------Card-B-1-------- Date B 1 -------- Date Card B-1 Date Card B-1 Date FRAMING(Plans)OK t h's except Sils. Proper Material & Heno s ------- ------ -------------------------------- ---- �4�Walls Studs -Nailing. Spacing & Bracin - tes-Sound Bearing Walls over Girders & Floor Nailing ------ ----------------- 42. Draft Stop in Walls (rat proof) ----------- f--------------------------- �fi------ ------------ --- ------ --- -------------------- ----------------.-Fre-tops -F-u-r-red-eili----S- t -rs-Ch-a-s-e-s--T--ub------------------- %4 H�Bea & Baring r & -Duplex) Date YRAMING (Continued) H ers-Post Caps -Anchors -Connectors - L415. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. Fireplace Ties or Type A Flue -Fireplace Throat clearance � tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ _ Garage Fire Protection Framing 51 -Property Line Firewall & Openings /,52!. xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection d!34. pl wood on Roof Overhang -Attic Vents -Rafter Outriggers ------------- - Siding -Nailing Veneer ------ 50-�5in�cco Mesh -Drip Screed -Fd. Vents-Underflr. Access L&T Glazinq Area -Glass Protection -Skylights- Plastic - 58. Shear Walls; Nailing -Bolts Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -Date Card B--1+f� - Date - Card B-1 Date /JQ/f Card B-1 Date Card B-1 Date FIN Plans) OK except #'s 7 E�.I Steps -Door & Sidelight Protection -Landings 4 . S moke Detector 63 urnace; Vents -Clearance -Comb. Air-Connector- Inr-age; Above Floor -Ducts -Meth. Protection LI; Be om Exiting - '_G FF I. & Bath Fixtures & Tub Access -Spa �6. Elec. cim & Subpanel; Breaker Sizes & Labels -- ------------ 0;1- fairs & Rails - - . ;rept ce or Stove: Clearances -Hearth mtoOutlets at Wood Panel: Int. & Ext. ixt & Appliance; Grnd.-Air Gap -Cooking Clearance -- - Elec - utlets & Receptacles at Kit. Counter - Garage Fire Door_Swing-Landing-Closer 7 ' A.C. Duct in Garage -Damper Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ---------------- -- Plb. Elec. &Mech. Equip. Listed for Location let eceptacles in Garage; (G.F.I.)-Romex Protection ---- n - sulation-Foam-Looked in Attic ❑ Yes ------------------------------------------ - 8. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instl Drive CF* es ❑ No; Walks Yes ❑ No; Planters Yes ❑ No b4--9' o: Brown -Finish _ __ _ _ Unit: Disconnect. Electrical, Plumbing Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to Openings a er Well: Disconnect, Electrical, Plumbing - a.6� xterior Elec. -------- Tri m; G.F.1. Receptacle -Underground -- - 6. Ventilation Throughout House - - ------------------ ------ - --- _10-51ass Protection 88. Corrections from Previous Inspections ------------------ 89. Gas Test -Meters Tagged: Gas -Electric - - -Dater &Sewer Connected -C/O to Grade -HD Approval - / 9 Energy Compliance Certificate -Other Certificates Date // lib Card B-1 Date _Card B-1 --- - - �--------- ------ Date Card B-1 Date Card B-1 --------------------------------------- Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 y 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 :1 ,CORRECTION NOTICE fQ 401 ,z G n, 14 7`/— E R -PERMIT N 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. T1I Q 7 ✓- d t t� �L �" r �_.t�E !� T c r j; K G4 O °J �o( 4 0i,;" 'a �n / KV6 !t r P Date --/Z/2 & Inspector s. . 1 5e :r ,e H i Date --/Z/2 & Inspector COUNTY OF BUTTE X DEPARTMENT OF PUBLIC WORKS 196 -Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road., Paradise — Phone: 872-6307 y, :CORRECTION NOTICE f r ' OWN R 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 T`h t o 9 . 2 r /7 . p Date -3/4 Inspector zlo INSULATION -CERTI-FICATION This is to certify that, in conformance with the current energy regulations (California Administrative Code, Title 25, State of California*) and approved plans, insulation has been installed in the building located at: 0I nJITI I=E City an3,� KAMAKA Street (If Available) Street ROOFS Type of Material BI lUE County Lot Number DESCRIPTION OF INSTALLATION Manufacturer Tract Thickness R Value" EXTERIOR WALLS. c t ..;.. t j ' ' YRI:RGL'A - :.. �, L., r 4,+ , NiANVTi;,t' ' '6 73 1g jw•.i.y=yty:•.F.. f..s ! , r�•,:,:p. Type of Material Manufacturer Thickness R Value" (Or Trade Name) CEILINGS BATTS: Type of Material FIBERGLASS Manufacturer MANVILLE Thickness 13%"R Value" 38 (Or Trade Name) Sq. Ft. Covered 1,056 BLOWN: Type of Material COMEX `" Ma ufacturer FIBER PRODUCTS Thickness 10•7%o. Bags 31 (Or Trade Name) Wt./Bag 28 Sq. Ft. Covered 850 R Value" 38 GARAGE FLOORS Type of Material FIBERGLASS Manufacturer MANVILLE Thickness 0,.751A Value"" 39 (Or Trade Name) SLAB ON GRADE Type of Material Manufacturer Thickness R Value" (Or Trade Name) Width of Insulation Inches FOUNDATION WALLS (if required) Type of Material _ Manufacturer (Or Trade Name) REMARKS (if desired) ENERGYSSEAL COMPLETED General Contractor (Builder) By Title Thickness R Value ' "! .:..i License Number Date Sub -Contractor (Insulation Applicator) Sierra Insulation CO. Inc. License Number 444172 (Insulation, Masonry, Etc.) (State "SAME" if same as General Contractor) By J. CMAMBERLIN Title OFFCIE MGR Date OCT. 28, 1991 ('California Administrative Code, Energy Insulation Standards, declares: "Compliance. Upon completion of the installation of insulation. a card certifying that the insulation has been installed in conformance with the requirements of these regulations shall be completed and executed by the insulation applicator and by the builder. This insulation compliance card shall be posted at a conspicuous location within the dwelling.") ("R Value is the measure of the resistance of a material or building component to the passage of heat. The resistance value (R) of mass -type insulations shall not include any value for reflective facing.) EXCERPT from Sec. 19875 of the Health and Safety Code of the State of California: "No certificate of occupancy or similar certification that a newly con- structed hotel, motel, apartment house, home or other residential dwelling is habitable shall be issued by such a building department unless the structure at least satisfies the minimum energy insulation standards established pursuant to this chapter." i WHITE — POST DWELLING CANARY—CONTRACTOR PINK—BUILDING DEPARTMENT GOLDENROD—SUBCONTRACTOR t /,. U COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT N 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 -- APPLICAT110N ANDYERMIT ASSESSOR PARCEL NUMBER 069-24-0-049 ZONING RTl BUILDING PERMIT OWNER Don Harrington TELEPHONE S0. FT. OCC. BUILDING VALUATION 2594 R 132,294 OWNER'S MAILING ADDRESS 3249 Westrid e Dr. Kelse ville 95451 848 M 15.264 CONTRACTOR'S NAME Better Builders ITELEPHONE �Z 368 CoV 4,784 CONTRACTOR'S MAILING ADDRESS Fireplace i 11A" L,500 CONSTRUCTION LENDER None UNKNOWN Total Valuation Is 153.842 LENDER'S MAILING ADDRESS Filing Fee g $ 101,00 Permit Fee $ 5 8.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 'I 284 Ener Plan Checking Fee 1 Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6034 Kanaka Ave. Oroville Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 24 QQ Solar or eat pump water heater 20.00 20 00 Water piping 5.00 LOT NO. 239 SUBDIVISION NAME KR 4B PriL MAP f��"7 Each qas water heater or vent 5.00 USE OF STRUCTURE SF U Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK Newn Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ 64 00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 10,00 10.00 100 AMP OR LESS Main service EA. ADO'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check One): �I am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions Code and my license is in full ce and effect. License No.,:U S Classification. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING 412.N) yz2sgft 86.05 OR ADDNS. ACC, BLDG �`'� NEW CONSTIRU TI.OUT LET NON-RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e1 SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES aA 50 FIXED APPLINIS EX. Occup. OUTLETS (RESID IKEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 108.55 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The rmit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 11 J2 6-00 'split Cooling g 4T 11.00 Hood 3.00 3.00 Ventilation 3 3.00 9.-00. p It Fee $ 39.00 Con ractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against skid Zouin ns ence of the granting of this permit. X /� �� Date Signature of Applicant - Owner ❑ Contractor ❑ Agent ®� An OSHA permit is required for excavations ov 5' " dee and emolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0. 0 colfJh PE 1V♦ /�f/� TOTAL FEE $ 1118.55 AZ. ✓ can PAax -- s L FL cDF PA PD HD, ISSUE: This permit is herebyvissued under the applicable provi- provi- sions of the Butte County. Code and/or resolutions to do work indicated aboy4 for which fees have been paid. D) R P LIC WORKS B Date _ PE MIT EXPIRES ate =2 Receipt No. r O WNITC-D.P.W., YELLOW-AS8C350R, PINK -INSPECTOR, GOLDENROD -APPLICANT �I ., t" r �--.�::.--. v...Y.,�c vrdr^.r..,. •.�.�.�._,; ,•....,, f.'r'5�.,...cc- *Y�.-•:reOLw►rR : e . �••.rw'vin,pcq�c�,"�N'K�,•C.�,�.�.t.:{. � ,.. .. .. T..1` COUNTY ,OF ,U TE - DEPARTWNT.;-OF'`PUBLIC WORKS - BUILDING DIVISION • �< ,�•— 7 CO NTY:BE'N R.DRIVEt OROLL,kE, CAL-W-GAMa 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET, Permit No. q OWNER ✓J f,r I n A. No. Propos Proposed Building Use 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. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. St iem n of Intent for Non -Heated and AC Buildings .. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... —� 12. Park fee d X13 School District fees paid .............. 5,v t 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... Y8. Improvements may be required. Contact Land Development Section DPW .. r9—D lv ay permit construction p ( approval required prior to occupancy) 20. Pre -Inspection for required ... Pre- ' ques to Buildigg Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... :: 4 ecorded copy of Agricultural Acknowledgment Statement ......... C, — 3-7/ O 2 Lett e o..,,s_i nature authorization ... lam! 5'T \............................ s. 27. f When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone - and hold for pickup at �r� office. Deliver w/inspector. Other c J Appl ican . Date Copy of Haz-Mat form sent Health Dept.. Fire Dept. Air Pollution Date Copy of plans sent _____LHealth Dept. Fire Dept. Other ' Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ontrac designer, owner, was advised of above required data by_one__jrriaiI—counter by date Contractor, designer, owner, was advised of above required data by —phone _maII—counter b date Plans checked by Plans approved by Date 7z Sets of plano I�ql net AP folder Copy—DPW TO: Building Department '.01VO FROM: Encroachment Permit Section RE: 'Driveway Clearance anPr location Driveway permit %ci e,999 e'— has been issued for the above property. numb date sign re AOL- I7,- r (1)a ; l d Ei f CONTRACTOR'S MAILING ADDRESS CON TRUCTION LENDER /l �& rel t - LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING AD BUILDING ADDRESS . 1 V UNKNOWN V, LOT NO I SUBOI VI51pN NAME6 IPAR CEL MAP 3(7) 14'//1[`/ �jU6}{SE OF STRUCTURE SFXJ Duplex❑ Mobilehome❑ Other cc�� SPECIFY TYPE OF WORK New x Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 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 Iicensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with sucr provisions or this permit shall be deemed revoked. Fireplace I t`1/' 'f Total Valuation $ Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Filing Fee COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO, 7 County Cgnter Drive v Orovllle,.Cdllfornla 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSFZ PARCEL. t�U_e _0, ZONI T - BUILDING PERMIT = Ow RTELEPHONE 0 v� a f\ n © n Q Q S0. FT. OCC. BUILDING VALUATION 5 � ONFj ',S MAI LINGcO�t^tg /(( J _ /nrA (lam Iy, 0•//� `//✓/� P11 /17 t4 -r COI)tjTR ACyTO R'S NA 1 TELEPHONE },, CVi 17 _ .. r h !L / 1 AOL- I7,- r (1)a ; l d Ei f CONTRACTOR'S MAILING ADDRESS CON TRUCTION LENDER /l �& rel t - LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING AD BUILDING ADDRESS . 1 V UNKNOWN V, LOT NO I SUBOI VI51pN NAME6 IPAR CEL MAP 3(7) 14'//1[`/ �jU6}{SE OF STRUCTURE SFXJ Duplex❑ Mobilehome❑ Other cc�� SPECIFY TYPE OF WORK New x Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 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 Iicensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with sucr provisions or this permit shall be deemed revoked. Fireplace I t`1/' 'f Total Valuation $ Filing Fee Permit Fee Plan Checking Fee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap /a. 2.00 ,Q Solar or h at pumgy0ater heater 20.00 Water piping 5.00 Q Q Each gas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 Building sewer _S 5.00 500 Mobile Home T FG FW 0.00,,' Permit Fee $ c0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6,000 AMP ORSLESS 10.00 /0-00 Main service EA. ADO -L 100 AMP 2.50 _ Q NEW CONST. DWELLING OCCUP OR ADONS. ACC. BLDGS. ,� -¢SQ tt �y-EW_-ONT U TI.OUT LET NOM r£SISD R. 9RANCH CIRC ITS 2,50 ea /POWER APPARATUS d 1 SINGLE OUTLET CIR. EX. OCCup(OUTLETS OR FIXTURES eA (P 0C FIXED APPLNS. OR Ex. OCCup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ g = Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 4.00 Cooling 11 Q Hood 3.00 00 Ventilation 3 3,d07g Permit Fee $ 04 Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee g Q_ to building construction, and hereby authorize representatives of the County of occ CONST TYPE _ 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 RK TOTCI I TAL FEES 'Lo I coP i PAR I Po ; lo• Issue all liabilities, judgments, costs, and expenses which may in any way accrue HAZ. CUA I PA against said County in consequence of the granting of this permit. X This permit is hereby issued urger the applicable provl- Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structure(s�over 3 stories in height. Receipt No. 7t3/:� By Date ------ - _ PcPIU1T FXPIR =S Qato 1� X' � a-- 1� 1��� � � a �� �� �, s ��� l� ?< � � � x �3�. 95 e BUTTE COUNTY SCHOOLS DEVELOPMENT. FEE CERTIFICATION FORM (One Form per Building) A.P. Number !�� �� ` Building Department No. ... School District O (o City Q County Jurisdiction Property Owner. bo n r r) kid f© n Project Location/Address 10 A q AQ __W1/(J , �60 (/I //F' Subdivision Residential Development: a Commercial/Industrial: # of L'ving MHI Units New Lot Number aSq. Footagej�7 Addition (Group R OSq: Footage Addition (.Including Exterior Roofed Areas) Building -Department Representative Date (Floor Plans reviewed by School District Personnel)' District Id No. School District certifies that.` (Applicant me) (Phone Number) D� Street Address) &fj�� (City) (State) '(Zip Code) has complied with the requirements of Resolution No. �'9-�0 _L96 by the- Zpae,,nt_(0f $ representing v? square feet. School District Repr sentative Date PAID BY CHECK NO. BANK NO PAID'BY CASH white -applicant, yellow -building dep-;!fftment, pink -school district SCHOOL.FEE (8/88) PERMIT NO:49-91 Lake Oroville Area Public Utility District 1980 Erin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION . BUILDING SEWERS . This verification form must be submitted to the -Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to. Butte County. Date: May 24, 1991- Appllcant: Don & Marylou Harrington (Better Builders Constr.) Applicant Address: 3249 Westridge Dr., Kelseyville, CA 95451 Applicant Phone No.: (707) 279-8734 589-2574 Property Location(s): 6034 Kanaka Avenue Kelly Ridae Estates - Unit 4B - Lot 239 A. P. No. (s): 69-24-4 Fees due: A11 fees paid. Application for service approved: LAKE OROVILLE AREA* PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: 91-20531 9 1-02033 1 ' 1 Rea Fee 1 Check Recorded 1 Official Records I County of I I. Butte Candace J. Grubbs- 1 Recorder 1 10:18am 24 -May -91 1 Return. -to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance'of a building permit. 'XX 5. 00 ; 5.00 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Muhl - 11B, kelly R' d9� �%tes �c�Cl�v/s/o.1'I1 Meese. CD o vii moYi I kocwPi as 6o -3V klemake, rove'/ T. OrO v I I C A, 9 Date: April, 17, 1991`' Ma y u F. Harringto . PROPERTY OWNERS: c � Donald L. Harrington State of California ) On this the 17th day of April 19 before SS. me, the undersigned Notary Public, personally appeared. County of Butte ) **nonald L. Harrington and Marylou F. Harrington** ®s®so�sMee�Osacaoone aam* 0ixm! / / Personally known to me. Proved to me on the basis i NINA J. DM.V`i= of satisfactory evidence. ¢ NOTARY PUBLICCfulw.:=.. to be the person(s) whose names) are subscribed to o BuftCounty the within instrument and acknowledged that _ � they 10 LV0mwAewonExWasApm29,'' executed the same for the purposes therein contained. �ar:eama0 IN WITNESS WHEREOF, I hereunto set my hand and official seal. NINA J. DUNK i NOTARY PUBL"AUFORNIA ON &ftMy 0o�bn E* e�AprU 29,104 6 tar Public p®■®�®®®eo�������o�e�saee�® y Present A.P. No. END OF DOCUMENT .� r �A -- li COUNTY OF BUTTE DEPT. OF PUBLIC WORKS + MAY 31 1991 x` } s. S� RESIDENTIAL `PLAN CHECKING GUIDE 12/90 (S.F. DUPLEX & MISC. ONLY) / �} �IA Bldg. Permit #OWNER 2 N 6 A.P. # 42 =- Plan Plan Checker GENERAL 1 Zoning requirements: (.sideyards and number of permitted living units). P u .tion. signed by designer. per description of work on application. iting violations on property. ms on data sheet. (W.C., fees, Health, Developer Fees, License law,. etc). 7—. eR corded -notice of violation. PLOT PLAN lete parcel size and dimensions. 2''�Setbacks, sideyards, easements, etc. 3-0'fheT-buildings or structures. 4�ading, fills, drainage. 5/1 -flood hazard. 6. Special conditions on creation map, tible, and foundations). 7. FA FAS road setback. (noise, CDF, fire sprinklers, non -comb- ' 8. Builds g or utilities across lot lines (Record form). FLOOJKPLAN /complete to scale plan with dimensions. .. -Required windows for light and ventilation (Sec. 1205). equired windows for second exit (Sec. 1204). '�Skylights (Chapter 34 & Sec. 5207). �� an impact glass (Sec. 5406) . • equired room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (article 210-8). 8t," Li fixtures, switches, receptacles, and exterior receptacles for ance of mechanical equipment. main - 9 Locations of water heater, heating and cooling equipment, other electrical or gas, equipment. 101"Gar-a firewall, door size and closer (Sec.,503(d)(3).). 11 3' 0" exterior exit door (sec. 3304 (f). 1 FFi eplace and wood stove location, alcoves, and clearance. 1311_ Se detectors (Sec. 1210). 14. lumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1 . �ta ndard bracing or engineered design (Table 25V) nusual shape, size, or split level house requiring lateral design. undation plan complete enough to construct building. 6�4210 f construction details complete enough to construct building. evations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ireVir&-e construction details and calcs if necessary. es or bearing ridge beam. Garage door or porch header sizes. 10�Stud heights. 44-.-A-d�be sails - special foundation design. 12. Retaining walls requiring design. dial Inspection required. 12/90 RESIDENTIAL ELAN CHECKING -GUIDE MISCELI,ANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 2 t—'(�u`ardrail details (Sec. 171.1 & 3306(j). Q Rr;ror stone veneer (Chapter 30). or plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). 66---Raof covering type - (fire hazard). insulation - protection. � 3�6" halls and stairways. 9[_ iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. J wo n three-story dwellings (sec. 3303 & see Mezannines - 1716). 1Attic access and ventilation (Sec. 3205). 44-.-_t,Tdbrfloos access and ventilation (Sec. 2516). k�omb-s­tion air for fuel burning appliances - L.P.G. requirements. 44—.-dutse requirements on duplexes. 1A!Energy design. flashing at all exterior openings. 10--ItF responsible area requirements. C' S S Uss S -ro 610N�$ 0 �T GC) �j C] t -it Lei (Qs � � r� STRUCTURAL CALCULATIONS FOR CONCRETE MASONRY CANTILEVER RETAINING WALL ON LAVA CAP - , BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC _ FRANK L. TYUKOS,^RCE JkG "~ I` ENGINEERING CLARK ROAD - P�RADISE, CA 959�9 (916) 872-0254 ��, FLT ENGINEERING SUBJECT: CMU CANTILEVER RETAINING WALL 5790 CLARK ROAD ' : 075PARADISE, CA - BY: FLT DATE: 10/90 JOB NO 5 . PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 10 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DESIGN_CRITERIN STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY MASONRY CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (}+0= ,11 k/l ' MAX. LL = .016 x 22 + .(}10 x (22-3) + .050 x 11 = 1.09 k/l , . - LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL - ROOF LL + ADD'L LIGHT ROOF DL + FLOOR DL+LL CALCIS PROVIDED FOR: A. 10'-0" HIGH WALL - SHEETS 2,3,4,5 & 6 B. 8'-8" HIGH WALL - SHEETS 7,8 & 9 CONSTRUCTION DETAIL - SHEET 10 ` MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH - f'c = 2000 PSI @ 28 DAYS, CMU - ULTIMATE COMPRESSIVE STRENGTH - f'm = 1500 PSI, GROUTED SOILD, NO INSPECTION REQUIRED. REINFORCING - ASTM A615, GRADE 40, 2V56) ALLOWABLE SOIL BEARING PRESSURE - fal&PSF, 11flipwo . . . PROJECT : BETTER BUILDERS JOB NO. : 0755 DATE : 10/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAININ8 WALL ------------------------------------------ WALL _________-___________-________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. -'Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD� (kIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF%7HE,WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIN): MOMENT - Mw (FT -KIP): AREA REINF. (IW^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.268 _______________________________________________0.268 9.29 #5 @ 13.9 MIN. VERTICAL REINF. - .12'% (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VERTICAL: - HO EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO n n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 0 40 2000 1500 NO 250.00 .11 1.09 10 9 7.6 11.6 135 133 1.22 3.65 0.167 0,111 0.0033 40.0 0.400 V.��/ ' 5.765 243'62 < 250.00 11.69 < 20.00 . . ' FLT ENGINEERIN8 PROJECT : BETTER BUILDERS. 5790 CLARK ROAD JOB NO. : 0755 PARADISE, CA DATE : 10/1990 (916) 872-0254 CALCIS BY : FLT SHEET OF HEIGHT FROM TOP OF THE WALL - H2 (FEET): 7 HEIGHT -FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- 5.35 _______________________________________________5.35 #4 @ 17.4 DESIGN REINF. - VERTICAL:- #4 16 FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCp'): ' OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 0.54 1,08 100 150 1.5 2.5 2500 400 0.35 FOOTING DEPTH (INCHES): 18 FOOTING WIDTH - HEEL (INCHES): 18 - TOE (INCHES): 30 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 60 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (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): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): 1.65 5.79 4.53 14.99 2.59 9.20 0.47 2.13 5.00 4.17 1418.32 < 2500 395.3A > 0 1509.88 < 2500 739.78 > 0 PROJECT : BETTER BUILDERS JOB NO. : 0755 DATE : 10/1990 CALCIS BY : FLT FOOTING - TOE: ^ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 ' SHEET f OF /Ao EARTH PRESSURE @ TOE - Fv (KIP): 3.49 MAX. MOMENT @ TOE - Mt (FT -KIP): 4.52 AREA REINF. (IN^2) 'dl(IN) SIZE,& SPA (IN) ----------------------------------------------- 0.210 14.69 #5 @ 17.7 DESIGN TOE R FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): 362.46 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 176.19 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.33 � AREA REINF. (IN -21 'd'(IN) SIZE & SPA (IN) _______________________________________________ ^ 0.014 , ' 1t.69 � � #5 @ 262.1 DESIGN HEEL REINF. - . . . PROJECT : BETT' BUILDERS JOB NO. : 0755 DATE' : 10/1990 CALCIS BY ;,FLT ' ` SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ----------------------------------------- WALL ______________________________________ WALL DESIGN: ---------- ALL CALCULATIONS ARE IN UNITS/LN. FT, GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI)w GRAVITY LOAD - DEAD LOADMIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE,WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FTIKIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------ ____________________________________ 0.268 9.29 #5 @ 13.9 MEN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - - HORIZONTAL: #5 @ 32 | EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 40 2000 1500 NO 250.00 .11 1.09 � / 9 � 7.6 11.6 135 133 1.22 3.65 0.167 0.111 0.0033 40.0 0.400 0.867 5.765 243.62 < 250,00 11.69 < 20.00 ' . .. PROJECT : BETTER BUILDERS JOB NO. : 0755 DATE : 10/1990 - CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6; OF /4412 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 11 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 7,6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.138 ____________________________________-__________0.138 5.35 #4 @ 17.4 DESIGN REINF. - FOOTING DESIGN: ----------------- DENSITY ______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE NCO: � � 150 OVERTURNING RATIO - WN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 18 FOOTING WIDTH - HEEL (INCHES): 18 - TOE (INCHES):' 30 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 60 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (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): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): 1.65 5.79 5.13 17.52 3.03 11.73 0.21 1.10 5.00 4.17 1291.12 < 2500 762.54 > 0 1382.68 < 2500 1106.98 > 0 SLIDING RESISTING FORCE - Fr (KIP): 2.70 > 1.65 . PROJECT : BETTER BUILDERS JOB NO. : 0755 DATE : 10/1990 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 _ CALCIS BY : FLT SHEET OF�9 SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ---------------------------------------- WALL ______________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): ' 30 SURCHARGE (PSF)V 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 �� � �� - : GRAVITY LOAD DEAD LOAD (KIP) .11 - LIVE LOAD (KIP): 1.09 OVERALL HEIGHT OF `[HE WALL - H (FEET): 8.67 ----- OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8 THICKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INCHES): 11.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 133 TOTAL EARTH PRESSUREF - w (KIP) : 0.96 MOMENT- - Mw (FT KIP): 2.56 ' AREA REINF. (W2)-' 'dl(IN) SIZE & SPA (IN) 0.188 9.29 #5 @ 19.8 MIN. VERTICAL REINF. - .12 % (IN^2): 0.167 MIN. HORIZONTAL REINF, - .08 % (IN -2): 0.111 DESIGN REINF. - VE - HORIZONTAL: #5 32 | ' EFFECTIVE RATIO OF REINF. - p: . 0.0017 MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.305 ACTUAL RATIO OF DISTANCE - j: 0.898 COEFFICIENT - 2/kj: 7.304 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 216.77 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 15.84 < 20.00 ' PPOJECT :.BETTER BUZLQERS JOB NO. : 0755 DATE : 10/1990 CALCIS BY : FLT ^ ` FLT ENGINEERING ' 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET J2 OF /Wl _ HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERA8E,WEIGHT OF WALL (PSF): 84 TOTAL EARTH_PRESSURE - Fw2 (KIP): 0.43 MOMENT @ - w - H 2 M 2 (FT -KIP).- � w : 0.76 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- _______________________________________________0.097 0 0.0975.35 #4 @ 24.8 BAVK TO BACK DESIGN REINF. - 0 TOTAL WIDTH 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): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES):' 18 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 24 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 48 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (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): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): 1.35 4.29 3.41 9.01 2.10 4.72, 0.61 2.09 4.00 2.67 1636.91 < 2500 68.05 > 0 1711.85 < 2500 538.11 > 0 SLIDING RESISTING FORCE - Fr (KIP): 2.09 > 1.35, e/.» -c --�7, .0 3 PROJECT : BETTER BUILDERS JOB NO. 0755 DATE 10/1990 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP)- 3.02 MAX. MOMENT @ TOE - Mt (FT -KIP) : 3.40 i AREA REINF. (IN"2) 9 d' (IN) SIZE & SPA (IN) 0.1'58 14.6 #5 @ 20.5 DESIGN TOE RE I NF . #5 @ 16 FL'T' ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 S I-�I �':: E T 9 OF /l% OMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for Harrington Date........ 05/10/91 Project Address........ 6034 Kanaka Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS3 v3.01 File-HARRINBA Weather-CTZ11 Program -FORM C -2R . User#-MP1320 User-CALCTECH Run -PG&E BASE CASE MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 32.30 25.65 6.65 Space Cooling.......... 16.67 16.14 0.53 Water Heating.......... 7.96 14.79 -6.83 Total 56.93 56.58 0.35 *** Building complies *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.... ..... ... Building Front Orientation. Number of Dwelling Unit.s... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 2562 sf Single Family Detached Front Facing 135 deg (SE) 1 2 ReducedYear Slab On Grade .� 1 21550 cf 1658 sf 904 sf el 13.5 % of FA 8.4 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area Zone Type itioned (sf) (cf) Units Type (ft) (sf) HOUSE Residence Yes 2562 21550 1.00 Setback 8.0 n/a A fTi C UNIV WILDING DEPARTMENT APPROVES r OMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Residence for Harrington Date........ 05/10/91 MICROPAS3 v3.01 File-HARRINBA Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -PG&E BASE CASE Form 3 Reference c.Ci S�Q,Va HOUSE OPAQUE SURFACES Area i U- Insul Act 65 0.720 R-0 SLAB EDGE Solar Location/ Surface (sf)• value R-val Azmth Tilt Gains Comments HOUSE ° I S1abEdge 66 0.500 R-0 SLAB EDGE 1 Wall 124 0.0981 R-11 135 90 Yes LOWER 2 Door 17 0.3301 R-0 135 90 Yes FRONT ENTRY 3 Wall 61 0.098,' R-11 135 90 No LOWER 4 Wall 255 0.098 R-11 45 90 No LOWER 5 Door 20 0.067 R-15 45 90 No LOWER 6 Wall 224 0.098 R-11 315 90 No LOWER 7 Wall 296 0.098 R-11 225 90 Yes LOWER 8 Wall 40 0.098 R-11 45 90 Yes LOWER 13 Wall 234 0.098 R-11 135 90 Yes UPPER 14 Wall 13 0.098 R-11 180 90 Yes UPPER 15 Wall 13 0.098 R-11 90 90 Yes UPPER 16 Wall 153 0.098 R-11 135 90 No 'TO ATTIC 17 Wall 58 0.098 R-11 135 90 No UPPER 18 Wall 24 0.098 R-11 45 90 Yes UPPER 19 Wall 64 0.098 R-11 45 90 No UPPER 20 Wall 143 0.098 R-11 45 90 Yes UPPER 21 Wall 396 0.098 R-11 315 90 Yes UPPER 22 Door 20 0.0611 R-15 315 90 Yes UPPER 23 Wall 296 0.09$ R-11 225 90 Yes UPPER 24 Roof 1062 0.033 R-30 0 0 Yes FLAT CEILING 25 Roof 309 0.033 R-30 225 14 Yes TILT CEILING 26 Roof 280 0.033 R-30 45 14 Yes TILT CEILING 27 F1oorExt 754 0.049 R-19 0 0 No TO OPEN PERIMETER LOSSES Length F2 Insul Surface (ft.) Factor R-val Location/Comments Form 3 Reference c.Ci S�Q,Va HOUSE 9 S1abEdge 65 0.720 R-0 SLAB EDGE 10 S1abEdge 6 0.900 R-0 SLAB EDGE 11 S1abEdge 66 0.500 R-0 SLAB EDGE 12 S1abEdge 12 0.550 R-0 SLAB EDGE GLAZING SURFACES SC Interior. SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Door 3 2 Wood Hinged 0.65 135' 90 0.67 DRAPES 0.57 2 Window 32 2 MetalMul Slider 0.65 135j� 90 0.71 DRAPES 0.61 3 Window 5 2 MetalMul Fixed 0.•65_ 90 0.71 DRAPES 0.61 4 Window 24 2 Metal Slider 0 65 22D 90 0.77 DRAPES 0.66 5 Window 24 2 MetalMul Slider 0..65 451=.90 0.71 DRAPES 0.61 6 Window 32 2 MetalMul Slider 0.65 135 �- 90 0.71 DRAPES 0.-61 7 Window 40 2 MetalMul Fixed 0.65 135 90 0.71 DRAPES 0.61 8 Window 10 2 MetalMul Slider 0.65 180, 90 0.71 DRAPES 0.61 9 Window 10 2 MetalMul Slider 0.65 9Q, 90 0.71 DRAPES 0.61 10 Window 10 2 Metal Slider 0.65 135; 90 0.77 DRAPES 0.66 `COMPUTER METHOD SUMMARY Page 3 C=2R /Project Title.......... Residence for Harrington Date........ 05/10/91 MICROPASUser#OMP1320e User-CALCTECHthRun-PG&E BASEgFORM C -2R CASE GLAZING SURFACES Sc Interior SC Area # of Frame Open U- Act Azmth Tilt Glass Only Shade Gls+ Type Shade Surface (sf) Panes Type Type value 11 Window 40 2 Metal Slider 0.65 0.65 451 450 90 90 0.77 0.77 DRAPES 0.66 DRAPES 0.66 12 Window 40 9 2 2 Metal Metal Slider Slider 0.65 45) 90 0.77 DRAPES 0.66 13 Window 14 Window 12 2 Metal Slider 0.65 3151,,; 3151 90 90 0.77 0.77 DRAPES 0.66 DRAPES 0.66 15 Window 24 24 2 2 Metal Metal Slider 0.65 Slider 0.65 225`--- 90 0.77 DRAPES 0.66 16 Window 17 Skylight 8 2 Metal Fixed 0.65 45 23 0.77 NONE 0.77 OVERHANGS Area Window Overhang Overhang Surface (sf) Height Length Height HOUSE 1 Door 3 2.5 8.0 0.7 = +• 3 Window 5 5.0 8.0 0.4 t 5 Window 24 4.0 34.0 0.4 6 Window 32 4.0 2.0 0.0 7 Window 40 7.0 6.0 1.7 8 Window 10 5.0 7.0 2.5 _ 9 Window 10 5.0 7.0 4.5 10 Window 10 3.5 21.0 2.0 11 Window 40 6.7 36.0 0.0 12 Window 40 6.7 10.5 0.0 13 Window 9 3.5 2.0 0.0 15 Window 24 4.0 2.0 0.0 EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 2 Window 32 50% BUG SCREEN 0.84 4 Window 24 50% BUG SCREEN 0.84 5 Window 24 50% BUG SCREEN 0.84 6 Window 32 50% BUG SCREEN 0.84 8 Window 10 50% BUG SCREEN 0.84 9 Window 10 50% BUG SCREEN 0.84 10 Window 10 50% BUG SCREEN 0.84 11 Window 40 50% BUG SCREEN 0.84 12 Window 40 50% BUG SCREEN 0.84 13 Window 9 50% BUG SCREEN 0.84 14 Window 12 50% BUG SCREEN 0.84 15 Window 24 50% BUG SCREEN 0.84 16 Window 24 50% BUG SCREEN 0.84 .COMP(TTER•METHOD SUMMARY Page 4 C -2R MICROPAS3 v3.01 File-HARRINBA Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -PG&E BASE CASE HOUSE HeatPump Air Conditioner Capa- System # of city Type Heaters (gal) Storage Electric 1 36 6.6 HSPF 0.94 8.90 SEER 0.95 WATER HEATING SYSTEMS R-5.7 0.940 R-5.7 0.950 ✓ Pilot Effic- Standby Input Size iency Loss Rating (Btuh) Credits 0.990 RE 0.84% 5 kW n/a NONE SPECIAL FEATURES/REMARKS. R-5.7 duct insulation required R-19 floor insulation required R-11 wall insulation required R-30 insulation required in ceilings Dual pane glazing with metal frames required per elevations THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (s.f) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 97 4.0 28.0 0.98 R-0 LOWER 2 S1abOnGrade 807 4.0 28.0 0.98 R-2 LOWER HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE HeatPump Air Conditioner Capa- System # of city Type Heaters (gal) Storage Electric 1 36 6.6 HSPF 0.94 8.90 SEER 0.95 WATER HEATING SYSTEMS R-5.7 0.940 R-5.7 0.950 ✓ Pilot Effic- Standby Input Size iency Loss Rating (Btuh) Credits 0.990 RE 0.84% 5 kW n/a NONE SPECIAL FEATURES/REMARKS. R-5.7 duct insulation required R-19 floor insulation required R-11 wall insulation required R-30 insulation required in ceilings Dual pane glazing with metal frames required per elevations V7' VAC S I Z`I NG Page 1 HVAC Project Title.......... Residence for Harrington Date........ 05/10/91 Project Address........ 6034 Kanaka Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS3 v3.01 File-HARRINBA Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -PG&E BASE CASE GENERAL INFORMATION. Floor Area ................. 2562 sf Volume ..................... 21550 cf Sizing Location............ OROVILLE RS Latitude... .... ........ 39.5 degrees Winter Outside Design 30 F Winter Inside Design......: 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used... ......... Yes Latent Load Fraction....... 0.40 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 42138 36283 t. Latent Load ...................... n/a 14513 Total Load 42138. 50796 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum applicable for gas central furnaces only Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and -Solar ...... 17033 8319 Glazing Conduction ............... 9017 5861 Glazing Solar .................... n/a 11672 Infiltration ..................... 12258 5033 Internal Gain .................... n/a 2100 Ducts ............................ 3831 3298 Sensible Load .................... 42138 36283 t. Latent Load ...................... n/a 14513 Total Load 42138. 50796 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum applicable for gas central furnaces only OMPUTER METHOD SUMMARY -Page 1 C -2R ..Project Title........:. Residence for Harrington Date........ 05/10/91 t Add 6034 K k Pro�ec ress........ ana a Oroville Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.01 File-HARRINEN Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -PG&E ENHANCED CASE MICROPAS3 ENERGY USE SUMMARY Energy Use. Standard (kBtu/sf-yr) Design Space Heating.......... 32.30 Space Cooling.......... 16.67 Water Heating.......... 7.96 Total 56.93. Proposed Compliance Design Margin 18.13 14.17 9.46 7.21 14.79 -6.83 42.38 14.55 *** Building complies *** GENERAL INFORMATION Conditioned Floor Area..... 2562 sf Building Type.. ..... ... Single Family Detached Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 21550 cf Footprint Area ............. 1658 sf Slab -On -Grade Area......... 904 sf Glazing Percentage......... 13.5 % of FA Average Ceiling Height..... 8.4 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area Zone Type itioned (sf) (cf) Units Type (ft) (sf) HOUSE Residence Yes 2562 21550 1.00 Setback 8.0 n/a v OMPUTER METHOD SUMMARY Page 2 `C -2R Project Title........... Residence for Harrington Date........ 05/10/91 MICROPAS3 v3.01 File-HARRINEN Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -PG&E ENHANCED CASE OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf). value R -vat Azmth Tilt Gains Comments Reference HOUSE Glass Shade Gls+ Surface (sf) Panes Type 1 Wall 124 0.061 R-19 135 90 Yes LOWER MAS3?R19q)A .V 2 Door 17 0.330 R-0 135 90 Yes FRONT ENTRY Door 3 Wall 61 0.065 R-19 135 90 No LOWER 0.57 4 Wall 255 0.065 R-19 45 90 No LOWER 0.71 5 Door 20 0.067 R-15 45 90 No LOWER 135 6 Wall 224 0.065 R-19 315 90 No LOWER Slider 7 Wall 296 0.062 R-19 225 90 Yes LOWER U)cu 8 Wall 40 0.062 R-19 45 90 Yes LOWER Window 13 Wall 234 0.061 R-19 135 90 Yes UPPER 0.61 14 Wall 13 0.061 R-19 180 90 Yes UPPER 0.71 15 Wall 13 0.061 R-19 90 90 Yes UPPER 180 16 Wall 153 0.065 R-19 135 90 No TO ATTIC5��2,,,� Slider 17 Wall 58 0.062 R-19 135 90 No UPPER �FRI9lUAl�� 18 Wall 24 0.062 R-19 45 90 Yes UPPER 19 Wall 64 0.062 R-19 45 90 No UPPER 20 Wall 143 0.062' R-19 45 90 Yes UPPER 21 Wall 396 0.062 R-19 315 90 Yes UPPER 22 Door 20 0.067 R-15 315 90 Yes UPPER 23 Wall 296 0.062 R-19 225 90 Yes UPPER 24 Roof 1062 0.025 R-38 0 0 Yes FLAT CEILING $CCo2 25 Roof 309 0.033 R-30 225 14 Yes TILT CEILING 26 Roof 280 0.033 R-30 45 14 Yes TILT CEILING 27 F1oorExt 754 0.049 R-19 0 0 No TO OPEN PERIMETER LOSSES Length F2 Insul Surface (ft) Factor R-val Location/Comments HOUSE 9 S1abEdge 65 0.720 R-0 SLAB EDGE 10 S1abEdge 6 0.900 R-0 SLAB EDGE 11 S1abEdge 66 0.500 R-0 SLAB EDGE 12 S1abEdge 12 0.550 R-0 SLAB EDGE GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Door 3 2 Wood Hinged 0.65 135 90 0.67 DRAPES 0.57 2 Window 32 2 MetalMul Slider 0.65 135 90 0.71 DRAPES 0.61 3 Window 5 2 MetalMul Fixed 0.65 135 90 0.71 DRAPES 0.61 4 Window 24 2 Metal Slider 0.65 225 .90 0.77 DRAPES 0.66 5 Window 24 2 MetalMul Slider 0.65 45 90 0.71 DRAPES 0.61 6 Window 32 2 MetalMul Slider 0.65 135 90 0.71 DRAPES 0.61 7 Window 40 2 MetalMul Fixed 0.65 135 90 0.71 DRAPES 0.61 8 Window 10 2 MetalMul Slider 0.65 180 90 0.71 DRAPES 0.61 9 Window 10 2 MetalMul Slider 0.65 90 90 0.71 DRAPES 0.61 10 Window 10 2 Metal Slider 0.65 135 90 0.77 DRAPES 0.66 ' �-- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Residence for Harrington Date........ 05/10/91 MICROPAS3 v3.01 File-HARRINEN Weather-CTZ1.1 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -PG&E ENHANCED CASE GLAZING SURFACES SC Interior Sc Area of Frame Open U- Act, Glass Shade,., Gls+ . Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade 11 Window 40 2 Metal Slider 0.65 45 90 0.77 DRAPES 0.66 12 Window 40 2 Metal Slider 0.65 45 90 0.77 DRAPES 0.66 13 Window 9 2 Metal Slider 0.65 45 90 0.77 DRAPES 0.66 14 Window 12 2 Metal Slider 0.65 315 90 0.77 DRAPES 0.66 15 Window 24 2 Metal Slider 0.65 315 90 0.77 DRAPES 0.66 16 Window 24 2 Metal Slider 0.65 225 90 0.77 DRAPES 0.66 17 Skylight 8 2 Metal Fixed 0.65 45 23 0.77 NONE 0.77 3i OVERHANGS Area Window Overhang Overhang Surface (sf):. Height Length Height HOUSE 1 Door 3 2.5 8.0 0.7 3 Window 5 5.0 8.0 0.4 5 Window 24 4.0 34.0 0.4 6 Window 32 4.0 2.0 0.0 7 Window 40 7.0 6.0 1.7 8 Window 10 5.0 7.0 2.5 9 Window 10 5.0 7.0 4.5 10 Window 10 3.5 21.0 2.0 11 Window 40 6.7 36.0 0.0 12 Window 40 6.7 10.5 0.0 13 Window 9 3.5 2.0 0.0 15 Window 24 4.0 2.0 0.0 EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 2 Window 32 50% BUG SCREEN 0.84 4 Window 24 50% BUG SCREEN 0.84 5 Window 24 50% BUG SCREEN 0.84 6 Window 32 50% BUG SCREEN 0.84 8 Window 10 50% BUG SCREEN 0.84 9 Window 10 50% BUG SCREEN 0.84 10 Window 10 50% BUG SCREEN 0.84 11 Window 40 50% BUG SCREEN 0.84 12 Window 40 50% BUG SCREEN 0.84 13 Window 9 50% BUG SCREEN 0.84 14 Window 12 50% BUG SCREEN 0.84 15 Window 24 50% BUG SCREEN 0.84 16 Window 24 50% BUG SCREEN 0.84 TC;_OM�UT`E_R_'•"METHOD SUMMARY Page 4 ~ C -2R Project Title.......... Residence for Harrington Date........ 05/10/91 MICROPAS3 v3.01 File-HARRINEN Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -PG&E ENHANCED CASE Mass Type Area (sf) HOUSE 1 S1abOnGrade 97 2 S1abOnGrade 807 System Type System Type THERMAL MASS Thick Heat Conduct- Surface (in) Cap ivity R -value 4.0 28.0 0.98 R-0 4.0 28.0 0.98 R-2 HVAC SYSTEMS HOUSE HeatPump Air Conditioner Storage Electric. Capa- # of -city Heaters (gal) Location/Comments LOWER LOWER Minimum Duct Duct Duct Efficiency Location R -value Efficiency 8.0 HSPF 0.94 R-5.7 0.940 13.60 SEER 0.95 R-5.7 0.950 WATER HEATING SYSTEMS Effic- Standby Input iencv Loss Ratinq 1 36 0.990 RE 0.84% 5 kW SPECIAL FEATURES/REMARKS Pilot Size (Btuh) n/a R-5.7 duct -insulation required R-19 floor insulation required R-19 wall insulation required per Form 3s R-30 insulation required in tilted ceilings R-38 insulation required in flat ceilings per Form 3 Dual pane glazing with metal frames required per elevations HP1 & AC1: Lennox HP21-651V Heat Pump with CB21-65 Indoor Unit HP1: 8.OHSPF at 55500Btu/hr. AC1::13.6SEER at 58000Btu/hr. Credits NONE t RESIDENTIAL 69-24-49 2056-91B { HARRINGTON, Don 6034 e Ave Oroville cont: Better -Builders (retaining wall) I .l `f �r •1 i 1 , J 4, 1 °t. r t, v JOB FINALE Signature s J=OK O = Not OK Not = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distances-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 volts-GFI 8. Gas and Electricity Tagged 6. Dec.; Enclosures; Conduit Entries -Terminals -Listed 9. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Date Card B-1 Date Card 6-1 Date Card B-1 Date Card 6-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Dec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (: = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main: Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage: Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------- -- ------------------------- _ 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ----------- --- - ------------------- 19. Shower Pan; Test. First Floor -Tub Access 20. Test -Tub & Shower. -Second Floor -Tub Access - --------------- ------------------ --- - 21. Gas Pipe: Size & Anchors Date _ _ _ _Card B-1 - Date - Card B=1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except fr's 22. Fixture & Transformer Clearance -Ins. Protection ---------- -- ---- ----------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ------------ - ------------------------- ------------- 24. Size Boxes & No. of Conductors -Stapled --------------------------- -- ----------------------------- -- 25. Romex Installed Close to Edge of Studs & C.J. - ----------------------------------- 26. Equip. Ground made "up w/Mech. Fastners-Bond Gas & Water --- ------- -------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI __ --------------------------- ---------------------- 28. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size r / ga. Cu or At ----------------- --------------------------------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - ----------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect -------------------------------------------------- --------------------------- --- 31. Equip. Clearances Panels-Motors-Mech. Equip. - - --------------------------------------------- - ---- 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ------------ -- - --- ----- -- --- - -------------------------------------------------- Date ------------------------------------------------ Date Card B-1 Date Card B-1 - -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ------------------------------------------------7--------------------------------- 35. Vent Fan: Exhaust above insulation --- ----------- - ------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade --------------------------------------.-.... _ .. - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- --- --------------------------------------------------- 38 Attic Access & Platform if Furnance in Attic ------------------------- ------- ----------- --------------------------- Date Card B-1 Date Card B-1 ------------------------------------------ --- -- - ---- -- ------------------------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sits. Proper Material & Anchors ------ ----------------------------------------------------- -------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing --------- ------------------------------------- ---------------------------- 42. Draft Stop in Walls (rat proof) -- ------- ------------ ---------------------------------------------------- --- - - ----- --- 43.. Fire ---Stops: Furred Ceilings -Stairs -Chases -Tub -- - -- ---- ---------- --------------------------------------- 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles - -- 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _____ ___50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------55.-Siding-Nailing Veneer --------- -- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------------------- Date Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ----------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ----------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec_ Trim -& Subpanel: Breaker Sizes & Labels 67. Stairs & Rails ---------------------------------- - 68. Fireplace or Stove: Clearances -Hearth - - - - - --- -- - - -- ------------------ 69. Elec. Outlets at Wood Panel: Int. & Ext. .--------------- ---------------------- 70. Kit Fixt_& Appliance_Grnd_Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer ---------------------------------------- - 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. - In Garage_ Above Floor-Mech. Protection 75. Plb.. Elec. & Mech._Equip. Listed for Location --------------76.-,Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ----------------- --- 7;. Insulation -Foam -Looked in Attic ❑ Yes -- - - 78. Guard Rails & Deck Construction -Post Caps ---------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No 81. Stucco: - Brown -Finish- -------------------- --- - 82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing - - - - - - - - - - - - ------------------- -- ---- 85. Exterior Elec. Trim: G.F.I. Receptacle-Underg round - ---------- ----------------- ------ --- 86. Ventilation Throughout House - -- ---------------------------------- 87. Glass Protection 88. Corrections from Previous Inspections ------ --- ----------------------- ---------------------- 89. Gas -Test -Meters -Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------ 91. Energy Compliance Certificate -Other Certificates ------ ------------------------------------ --- -- Date Card B-1 Date Card B-1 --------------------------------------------------- ---- Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: JCOUNTY 0 BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Cerita Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER T 69-24-49 ZONING RT1 '�P BUILDING PER OWNER Don Harrington (707) TELEPHONE 279-8734 .SQ. FT. OCC. BUILDING VALUATION 396 f 960 OWNER'S MAILING ADDRESS 3249 West Ride Dr, Kelse ville 95451 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 44).50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 2`2.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6034 K kanee Ave Oroville Permit fee $ 76.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping - 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other REtaining wall SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S G W 0.00ea TYPE OF WORK New RR Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: /UflfSO�/24/ R T,#1111 d 46q -1.L- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 OR L Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions d and my license is in full fo and effect. No. Classification. Elas 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.ei OR ADDNS. ACC. BLDGS. /20sgft NEW CONSTR.ULTI.OUTLET NON-RESID BRANCH.' CIRC ITS 2.50 ea POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES Ex.License 20050t eALaso Ex. Occup. OUTLETS FIXED P(RESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 F. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The mit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 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 Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes."— 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains id Co ty in ons ue of the granting of this permit. Signature of Applicant - Owner Contractor ❑ Agen An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ f CONST TYPE TOTAL FEE $ 76.75 HAZ. CUA PARK SCHL FLD CDF PAR PD I HD. 1 This permit is hereby issued unser the applicable provi- sions of the Butte County.Code and/or resolutions to do work indicated ab ve for which fees have been paid. OR UBLIC WORKS By Date — ' PERMIT EXPIRES Date Receipt No. 94154 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT I { � . .�..nrti r.,,.Y - a^r � Y`r..Y^r+•-.n�-^�.^-..r"}t-'.'.-V'-'""w._ _..,� ';w,:,+y;: ,i'.`..ti,,.=.,-... ...---y-..r.,-. -ti. �. ,. ; �ry . v v .. .. �: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS -BUILDING DIVISION t NA 7 COUNTY CENTER DRIV OROVILCE, CALIFORNIA 95965 i ;TE4�L&ONE: 916/538-7541PERMIT APPLICATION DAT r-. `- .Permit No. e, OWNER � /V dl+� P. No. Proposed Building Use /�efxrNe/ 4 64ui`I'dirig Inspector d 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. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ......................... 10. Fees of $ 11. Chico Urban Area fees paid ........ .......................... . 12. Park fees paid ..................... i.-.`............................ 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit...... ............................ 16. Plot plan and business license approval from City of (see City for other requirements) s 17. Planning approval for (A) Use: s (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector 21. Contractor's license information (No.,I.Name Style, Classification) .. 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. Date) When you Issue the permit, process as follows: Mail to owner. Mail to contractor. Telephoneand hold for pickup at _office. Deliver w/inspector. Other_ 4 ,f Applicant to KSr�"?y ?/ Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: 4-& Eq 2A.1 84rAJ 7114T l/i/ /C Foori -a 457-0 �tJO OK 77, /SIO 1r�E :D 24-/�r�GE T� TD P Contractor, designer, owner, was advised of above required data by_phone_-jnail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone—mail—counter by date Plans checked by Date Plans approved by T7 -Date-* Sets of plans on hold in File cabinet AP folder Copy—DPW ASSES N COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT O ZONING PERMIT NO. BUILDING PERMIT " %C. BUILDING VALUATION CONTRACTOR'S MAILING ADDRESS A. ADD L 100 AMP NEW CONST. / DWELLING OCCUP.y\ OR ADDNS. 1 ACC. BLDGS. II Fir epiace CONSTRUCTION LENDER �� TELEPHONE SO. FT. A`j-&ville 9 5-#1s/ Filing Fee Permit Fee ,5c Plan Checking Fee z_ r ELF PHONE Penalty PERMIT NO. BUILDING PERMIT " %C. BUILDING VALUATION CONTRACTOR'S MAILING ADDRESS A. ADD L 100 AMP NEW CONST. / DWELLING OCCUP.y\ OR ADDNS. 1 ACC. BLDGS. II Fir epiace CONSTRUCTION LENDER �� UNKN WN Total Valuation 5 �v LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER /7 "Ko� L�JJC^�ENSE NO. rTfile V .%4 y ARCHITECT OR ENGINEER'S MAILING 4DOR 55 S'7 C/,¢2!C RP /�4/l�a/� (l4— BUILDING ADDRESS Filing Fee Permit Fee ,5c Plan Checking Fee z_ r Energy Plan Checking Fee Penalty A16K - if ne Permit fee Ci4 159 &O1/1/���/f��/% PLUMBING PERMIT LOT NO. SUBDIVISION NAME PARCEL MAP Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent USE OF STRUCTUR SF ❑ Duplex[] Mobilehome❑ Other ��//l/IelJf� i��%� 5PEC1 r Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G Iw TYPE -OF WORK Ne tion Remodel Utilities` Installation[] Other ❑ CONST TYPE TOTAL FEE Permit Fee Describe work: Contractor ELECTRICAL PERMIT Main service 600V OR LESS 100 AMP OR LESS Main service E CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NEW 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. El1, 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 A. ADD L 100 AMP NEW CONST. / DWELLING OCCUP.y\ OR ADDNS. 1 ACC. BLDGS. II CON5TR UL I.OUTLET NORtaESJD BRANCH PIRA ITB (POWER AJPARATUS eI 9NGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES FIXED APPLES, OR 1 EX. DCCUp. OUTLETS LES. .) EA.1 Temporary service Mobile Home Facilities Misc. Wiring Permit Fee WORKMEN'S COMPENSATION ..INSURANCE----- - __ : I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Heating Cooling Hood Ventilation Permit Fee i Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabll-ities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Mobile Home Installation Fee t' Energy inspection Fee EHAZ. CONST TYPE TOTAL FEE CUA PARK SCHL FLD I CDF 0 $ r s � s Filing Fee 2.00 20.00 5:00 5.00 5.00 5.00 [10-00e 10.00 $ Filing Fee 10.00 10.00 2.50 '/20sq ft 2.50 ea ZOeeOe e ALO 30 2.00 10.00 15.00 15.00 S Fig Fee 10.00 3.00 $ S '77o� PAR I PD I HD . ISSL X Date This permit is hereby issued unser the applicable provi- sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ work indicated above for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- DIRECTOR OF PUBLIC WORKS ion of structures over 3 stories in height. Receipt No. �y�s 7— By Date WHITE-O.P.W., YELLOW -ASSESSOR. "IMI( -INSPECTOR. G0LDEMR0O-APPI.1CAMT PERMIT EXPIRES n.t0 STRUCTURAL / CALCULATIONS FOR CONCREE MASONRY CANTILEVER RETAININ8 WALLS .. ' ' BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 - ` ` � i .CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE'UBC . �^ SIGNED y ~-�~-�-_~^__ _ DATE f/Z f _ FRANK L. -TYUKOS, ��CE 32434 TY BUTTE `F i T EN8INEERING 3U»L��~~- --- 5790 CLARK ROA[) 0�� PARADISE ' CA 95969 APPROVE0� � . � � ^ � , . .' FLT ENGINEERING SUBJECT: CMU CANTILEVER RETAINING WALLS 5790 CLARK.ROAD PARADISE, CA BY: FLT � DATE: 7/90 JOB NO.: 0407-4 PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 16 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DESIGN_CRITERIA� FREESTANDING CONCRETE MASONRY RETAINING WALLS WITH LEVEL BACKFILL. ' ' - ' CODE 1988 UBC .' SUPERIMPOSED LOADS: NONE ' CALCIS PROVIDED FOR: A. 41-0" HIGH WALL — SHEETS 2 & 3 B. 51-4" HIGH WALL — SHEETS 4 & 5 C. 61-8" HIGH WALL — SHEETS 6,7 & 8 D. 81-0" HIGH WALL — SHEETS 9,10 & 11 - E. 91-4" HIHG WALL — SHEETS 12, 13 & 14 CONSTRUCTION DETAILS — SHEETS 15 & 16 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION REQUIRED. REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 �SF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSIF` - ' FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION ' ' 5790 CLARK ROAD JOB NO. : 0407 - 4 PARADISE, CA DATE :'7/1990 (916) a72-0254 ' CALCIS BY''�� FLT SHEET OF SUBjECT: CONC. MASONRY CANTILEVER RETAINING WALL ---------------------------------------- WALL ______________________________________ WALL DESIGN: ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE -RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE� (PSF): 30 SURCHARGE (PSF): 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY LOAD- DEAD LOAD :KIP)-. 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF `[HE WALL - H (FEET): � 4 ^Y OVERALL HEIGHT OF THE SOIL - Hr (FEET): ^+f, 3.33 TH-CKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.17 MOMENT - Mw (FT -KIP): 0.18 AREA,REINF. (IN -2) 'dl(IN) SIZE ------------------------------------------------ & SPA (IN) 0.024 5.35 #4 @ 101.9 MIN. VERTICAL REINF. - .12 % (IN^2): 0.109 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.073 DESIGN REINF. -VERTICAL: - HORIZONTAL: #4 e 32 EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 47.38 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 3.07 < 20.00 ^ PROJECT : BETTER JOB NO. :.0407 - DATE .-. 7/19S0 CALCIS BY : FLT FOOTING DESIGN: ----------------- BUILDERS CONSTRUCTION 4 DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: ' FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA lim 150 1.5 2.5 1500 Km 0.35 FOOTING DEPTH (INCHES): 8 FOOTING WIDTH - HEEL (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): - BAVK TO BACK OF WALL QNCHES)s TOTAL WIDTH OF.F N S OVERTURNING FORCE'- Fo (KIP): 0.24 OVERTURNING MOMENT - Mo (FT -KIP): 0.32 TOTAL RESISTING WEIGHT - W (KIP): 0.89 RESISTING MOMENT - Mr (FT -KIP): 1.07 OVERTURNING RATIO - SF 3.37 NET MOMENT - Mn (FT -KIP): 0.76 ECCENTRICITY - e (FEET): 0.15 ECCENTRIC MOMENT - Me (FT -KIP): 0.13 FO8TING'AREA - Af (FT^2): 2.00 SECTION MODULUS - S (FT^3): 0.67 (916) 872-0254 SHEET 7OF SIL PRESSURES - DL ONLY - SPt (PSF): 639.39 < 1500, ,- SPh (PSF): 247.13 > 0 SLIDING RESISTING FORCE - Fr (KIP): 0.40 > 0.24 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.46 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.20 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.029 4.75 #4 @ 82.2 DESIGN TOE PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 /- DATE : //1990 ` � CALCIS BY: FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WAUL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT., GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD'STREN8TH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): ' - BOTTOM (INCHES): GROUTED -SOLID - WEIGHT OF GROUT (PCF). AVERAGE WEIGHT OF WALL (PSF): ` TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.065 5,35 #4 @ 36.9 MIN. -VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - we % (IN^2): DESIGN REINF. - V - HORIZONTAL: EFFECTIVE RATIO OF REINF. - p: ' MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): ' FLT ENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 871-0254 SHEET � �� OF LEVEi 30 0 40 1500 NO 250.00 0 0 5.33 4.67 � 7.6 7.6 135 � 84 0.33 0.51 0.109 0.073 0.0016 40.0 0.303 0.899 7.345 130.68 < 250.00 8.47 < 20.00 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT-- Mo (FT -KTP): 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): SECTION.MODULUS - S (FT^3): -- , ' SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE -.Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'MIN) SIZE & SPA (IN) ------------------------------------------------ 0.045 8.75 #4 @ 53.5 DESIGN TOE R � 0.48 0.91 1.55 2.54 2.78 1.62 0.29 0.44 2.67 � 1.19 953.87 < 1500 208.25 > 0 0.74' > 0.48 0.92 0.58 FLT ENGINEERIN� � PROJECT : BETTER BUILDERS CONSTRUCTION ' � 5790 CLARK AOAD JOB NO. : Q407,- 4 PARADISE, CA DATE :.7/1990 `(916) 872-0254 CALCIS BY.: FLT . SHEET ` ` ' 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): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT-- Mo (FT -KTP): 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): SECTION.MODULUS - S (FT^3): -- , ' SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE -.Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'MIN) SIZE & SPA (IN) ------------------------------------------------ 0.045 8.75 #4 @ 53.5 DESIGN TOE R � 0.48 0.91 1.55 2.54 2.78 1.62 0.29 0.44 2.67 � 1.19 953.87 < 1500 208.25 > 0 0.74' > 0.48 0.92 0.58 �� PROJECT : BET/ER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE : 1/1990 ` CALCIS BY.: FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL' DESIGN: -------------- ALL CALCULATIONS ___________ ALLCALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): . - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE.WEIGHT OF WALL (PSF): FLT ENGINEERJNG . 5790 CLARK ROAD PARADISE, .CA (916) 872-0254 SHEET 47 OF /V LEVEL 30 0 40 2000 1500 NO 250.00 I 6.67 6 � 7.6 7.6 135 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT Mw (FT -KIP): - - ` 1.08 ' AREA REfNF. (IN -2) 'dl(IN) ------------------------------------------------ SIZE & SPA (IN) 0.139 5.29 #5 @ 26.7 MIN. VERTICAL REINF. - .12 % (IN^2): ` 0.109 MINv HORIZONTAL REINF. - .08 % (IN^2): 0.073 DESIGN REINF. - VE *.�o " - HO EFFECTIVE RATIO OF REINF. - p: 0.0025 � MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.361. ACTUAL RATIO OF DISTANCE - j: � 0,980 COEFFICIENT � 2/kj: 6.298 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 243.29 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs Win : 11.98 < 20.00 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 8407 - 4 DATE ` CALC'S BY:: FLT FLT ENGINEERlNG 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF 16' HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.67 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.33 MOMENT @ Hw2 - Mw2 (FT -KIP): V51 AREA REINF. (IN^2) ________________________________________________ 'dl(IN) SIZE & SPA (IN) 0.065 5.35 #4 @ 36.9 DESIGN REINF. - VERTICAL: #4 FOOTING DESIGN: ' ------------- DENSITY OF SOIL (P -F): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 MAX:- ' 2.5 ALLOWL SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INCHES): 6 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 36 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (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): SECTION MODULUS - S (FT -3). SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 0.74 1.72 1.97 3.85 2.25 2.14 0.42 0.82 3.00 1.50 1203.52 < 1500 111.17 > 0 1.14 > 0.74 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION` ' 5790 CLARKAO'D JOB NO. : 0407 — 4 l PARADISE, CA DATE :'7/1990 ' (916) 872�0254 CALCIS BY,: KLT SHEET -o OF /9 FOOTING — TOE EARTH PRESSURE @ TOE — Fv (KIP): 1.40 MAXo MOMENT @ TOE — Mt (FT—KIP): 1.15 AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0. 090 _______________________________________________0.090 8.69 #5 @ 41.2 . DESIGN TOE R / FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION' ' 5790 CLARK ROAD JOB NO. : 0407 - 4 'PARADISE, CA DATE : /7/1990 � < 916) 872-0254 .'� CALCIS BY�: ALT SHEET. :� � F & SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL ______________________________________ WA .L � ALL. -CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOADAKIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF `7HE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF); TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.145 9.29 #5 @ 25.7 MIN. VERTICAL REINF. -'.12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VERTICAL: #5 16 - HORIZONTAL: EFFECTIVE RATIO OF REINF | . _ p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): LEVEL 30 0 40 2000 1500 NO 250.00 0 0 8 7.33 7� 7.6 ' 11.6 135 133 0.81 1.97 0.167 0.111 0.0017 40.0 0.305 0.898 7.304 166.74 < 250.00 12.18 < 20.00 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION � 5790 -CLARK ROAD JOB NO. : 0407 - 4 PARADISE, CA DATE : '7/1990 (916) 872-0254 CALCIS BY�: FLT SHEET 1�9 OF li,;' � HEIGHT ` FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 � THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.43 / MOMENT @ Hw2 - Mw2 (FT -KIP): 0.76 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL- | 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): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): le FOOTING KEY - DEPTH - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): 1.04 ' OVERTURNING MOMENT - Mo (FT -KIP): 2.89 TOTAL RESISTING WEIGHT - W -(KIP): 2.76 RESISTING MOMENT - Mr (FT -KIP): 6.35 OVERTURNING RATIO - SF 2'20 NET MOMENT - Mn (FT -KIP>: 3.46 ECCENTRICITY - e (FEET): 0.50 ECCENTRIC MOMENT - Me (FT -KIP): 1.37 FOOTING AREA - Af (FT^2): 3.50 ' SECTION MODULUS - S (FT^3): 2.04 SOIL PRESSURES - DL ONLY - SPt (PSF): 1461.46 < 1500 - SPh (PSF): 117.66 > 0 SLIDING RESISTING FORCE - Fr (KIP): 1.14 > 1.04 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE ` CALCIS BY�: FLT FOOTING - TOE': EARTH PRESSURE @ TOE - Fv (KIP): MAX. -MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) ________________________________________________ 'dl(IN) SIZE & SPA (IN) 0.136 8.69 #5 @ 27.3 DESIGN TOE R 1,90 1.73 FLVENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 ' ' ' ' . ' PROJECT JOB NO. DATE : BETTER BUILDE'S CONSTRUCTION : 0407 - 4 : .7/1990 `�� CALC'S B\'�': FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESI8N: � --- _-------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE -RATIO - SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI!: SPECIAL INSPECTION RQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD '(KIP): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN -2): DESIGN REINF. - VE - HO EFFECTIVE RATIO OF REINF. - p: � MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF, - fs (KSI): FLT ENGINEEANG ' 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET he ON �� LEVEL 30 0 2000 1500 NO 150.00 0 0 9.33 8.67 7.6 11.6 135 133 1.13 3.26 0.167 0.111 0.0033 40.0 0.400 0.867 5.765 217.80 < 240,00 10.45 < 20.00 F - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THECKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL CPSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN -2): DESIGN REINF. - VE - HO EFFECTIVE RATIO OF REINF. - p: � MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF, - fs (KSI): FLT ENGINEEANG ' 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET he ON �� LEVEL 30 0 2000 1500 NO 150.00 0 0 9.33 8.67 7.6 11.6 135 133 1.13 3.26 0.167 0.111 0.0033 40.0 0.400 0.867 5.765 217.80 < 240,00 10.45 < 20.00 F ' PROJECT BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE* ' :'7/1990 '-' CALCIS BY': FLT ` HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE &`SPA (IN) --------------- L-------------------------------- � 0.097 5.35 # @ 24.8 DESIGN REINF. FOOTING DESIGN: _______________ ' DENSITY OF SOIL (PCF): DENSITY OF CONCERTE.(PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: _ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 6 5.33 7.6 135 84 0.43 0.76- 100 .76 100 150 1.5 2.5 1500 200 0.35 SHEET A? OF /^� FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 26 FOOTING KEY - DEPTH � BAVK TO BACK OF WALL (INCHES: o TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): 1.401 OVERTURNING MOMENT - Mo (FT -KIP): 4.52 TOTAL RESISTING WEIGHT - W (KIP): 3.40 RESISTING MOMENT - Mr (FT -KIP): 9.90 OVERTURNING RATIO - SF 2.19 NET MOMENT _ Mn (FT -KIP): 5.38 ECCENTRICITY - e (FEET): 0.50 ECCENTRIC MOMENT - Me (FT -KIP): 1.71 FOOTING AREA - Af (FT -2): 4.17 SECTION MODULUS - S (FT^3): 2.89 - : SOIL PRESSURESDL ONLY - (PSF)t ) 1405.54 < 1500 - SPh (PSF): 226.45 > 0 SLIDING RESISTING FORCE - Fr (KIP).. 2.13 > 1.40 PROJECT : BETTER BUILDERS CONSTRUCTION ^ ` JOB NO. : 0407 - 4 DATE% :.7/1990 CALC'S BY:: FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2.51 MAX" MOMENT @ TOE - Mt (FT -KIP): 3.23 ARA RElNF. (IN -2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------ 0.254 8.69 #5 @ 14.7 DESIGN TOE REINF.: #5 @ 8 . ^ ' FLT ENGINEERING 5790 CLARK ROAD PA.RADISE, CA (916) 872-0154 SHEET tf OF A-15 sY. .......I L.r........GATE.....� T. St:J�B:ECT,..1..vt../,//Vl�.....aC�/�/UT/LG�✓C�/ecD. SHEETNO....../JL......OF.....�C�.... CHKD.13Y........... _......... D' /` �l—,41 r116 V,_,/riQLL. .O�T�IL �O� JOB NO.._.0 07.... .�...._. ATE_.................. ........ .._.._.......... ... ...... ............... _.__..__.._.................. ,B ETTF/e ,8 !//G DE.eS COr�/ST. , OROY/G G E', C�4 FESS/oer T) Fes\ w No.3 * TgrF cr- C IV1SWISH GR, -WE OF CAL QO � k k .4S REQ D CHO At/A L L. C, I N 4 -- G K/.41 -1-S 5.1C, �- COWT. COMC. `rG. 8 iC '¢ 6 x 6 CONT. .rc`Y A141-1- C. Oit/GY 2 zO e Ki/4GL A - 2'- 8 ye W.4GL S. 3LC> e WXLG C., STA ITC/ AIA L S. W.Ts. NOTES : /, SES/G'N CR'/TE.e/� y� i`1.4TER/•4 L Pie S�1EFJ' / , .3.4,4,='444 .PF/NF 0,4r ¢, f'� PE,PF-O,eAT�o L�•e•4/.V /f'� TO /N 5790 CLARK RD., PARADISE, CA. 95969 (916)872-0254 8Y .... ../...L1..........GATE_...7/ SUB�ECT_..Ci / / u CXI<' T/6 G.. Y �e4i c SMcETNO..... /��......OF.....�6. .. t / !� !� /1 .... 7 CH KG. B1 . ............. _...... LATE ................. ..... /�eT411, 1AIG ../v/QLL ii�T�/�..._/-�i� J09 No..... 0./_.... ..._._ _....... .. .............._......... _. BETT�,E' Bu/GI�FieS CO�c/ST , O,'O!�/LG C.4. X Q�pFESS/O/v F,y�i rri toll] • fgTF OF CA L�F2 CG E.4,4ir (f C/YU #.¢ G -0¢ C 3e 0 . c , VOiP/z 8 io'¢ a /60 •c. OR A.- c 32 00 'c' h-lae/Z. CavT /yz "'CEY-� N,arurAl- GRADC 3 CL eXR TYP, Q Vic', TYP. 3 Gee `/ L 2 yP A1,4 Z- L L:, NOTE 1" 4 COiS/T, CONC, FTG. /O X /O COW7 ,eEX /2'x /g "covT. rE'r � f'vi4L L E, C�,rClT1L EY���l� ���.4.IrVI�C/G iS/�QC.G S 2..f GG CeG L S Sy,41-G 8 3. L.4P ,f LG .PF/NF ¢O .B'f.P O/,f , O,e ¢ C!J �T 'e %4 IF L7 [EMOHIMEMOM 5790 CLARK RD., PARADISE. CA. 95969 (916) 872-0254 N +-1mate Zone it 14/4K2 I NMandatory Measures Checklist: Residential MF -1R Projec 11 i NOTE. t.owrise residential buildings subject to the Standards must contain Nese measures rc approach used. Items marked with an uterisk (•) ma be g of the oomQlianee �,Jiavress Buildin Permit M on the Cenifirate of Com Y suD�ded by more stringent compliance requutw nts listed /?01' / p� be considered b all d When lea checklist is incorporated into the permit documents, tine features noted shall � v / - 1L O ��(I t Y panics as binding minimum component pcfomuurce the Ad for the mandatory measures • / (Checked By / Date whether Nes are shown elsewhere in the documents or on Nis checklist only. Dau entation Author 011 ffTelephone Fntotrement Agency Use Onty r DESCRIPTION DESIGNER ENFORCEMENT Area Building Envelope Measures BUILDING DAT Glass North % 1Q"� ' §2.5352(a): Minimum ceiling insulation R-19 weighted average. Conditioned Floor Area � /z" / V 12.5352(bY Loose fill insulation manufacturer's labeled R -Value. Number of Stories East /0%•S ,Z , Slab/Raised Floor se -705 . Number of .Units SOUth • § -5352(c): Minimum ini mum wall insulation in framed walls R- I I weighted average (does not apply to -- �rT/ s)• A-- ingle Family Detached (SFD) [) Addition Alone West fit/§2.5352(k): Slab edge insulation - wain absorption rate no grata than 0.3%. water [ ] Single Family Attached (SFA) [ J Existing Building Skylight - transmission rate no greater lean 2.0 pentiArnch. vapor [ ] Multi -Family ( §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality [) Existing -Plus -Addition Total 3_ standards. Indicate type and form, §2.5352((): Vapor barriers mandatory in Climue Zones 14 and 16 only. B U[I,DING SHELL INSULATION. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned er Component Irisulatio leakage. ley to Gmit au spac T n%(`Omments b. Doors and windows certified. R -Value (anise, to 0. r pian, etC.j c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed. Wall §2.5352(c): Special infiltration barrier instal led to comply with §2-5351 meets CEC quality ....... .t�^,rl standards.Wall:: ............ §2-5352(dy Installation of Fur -places Roof ....... /7 1. Masonry and factory -built fireplaecs have: a. • _ 7 _ b- Outside aht u intakcloseable able damper glass door �Roof ..... L c. Flue damper and control ver and conal �r""" • •••• 2- No continuous burning gas pilots allowed. Floor. ••••• HVAC and Plumbing System Measures Slab Edge ..... t §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. GLAZING er §2-5352(h) and 2-5315: Setback thermostat ran at: applicable heating systems. Shading Devices ' 12-5316(a): Ducts canstrueted, installed and insulated per Chapter 10, 1976 UMC - Glaring Area Glass §2-5316(b): Exhaust systems have damper controls. Orientation Type Interior Exterior §2.5314(c): Gas-fired space heating equipment has interminent ignition Overhang Framing Type s ,cdeviees- $ Slit double) eller blind, etc. (Shtadescreen, etc.) ) §2-5314: HVAC equipment, water heaters• showerheads and (autos certified by the CEC. North ( ) �2 4r.� pgL moo) (metalpaood §2-5352(1): Water heater insulation blanks -120 insulation (R-16 or greater) k combined interior/exterior kxterior NOlth ( ) � Boater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating East (( ) Q r piping. East \ ) §2-5318(d): Swimming Pool Heatin SOu(h t I. Systcm has: g ( ) ? a. On/off switch on heater. .SOU tri ( ) — G b. Weatherproof instruction plate on heater. C. Plumbed to allow for solar. West ( ) 2.75 percent thermal cmcicncy. 3. Pool cover. West \ / 4. Time clock. Skylight....... _ 5 1 5. Directional water inlet. ---------Lighting and Appliance Measures THERMAL MASS ! §2.5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. Type/Covering Area Thickness §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. (slab/e'aosed tile, etc.) ($f1 (inches) LOcado §2.5314(a): Refrigerators, refrigerator -freezers n/DCSCription (kitchen, bath, etc.) by the CEC. indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tie building ding featuitis and performance specifications needed to comply with HVAC SYSTEMSMinimum DTitle 24, Chapter 2-53 and Title 20. (1a r2. Subdiapter4. Article 1 of the California Administrative code. This Duct certificate has been signed by the individual with overall design respensibility and the building owner, who shall Type (fttmace, air Efficiency Location Duct Output Manufacturer / Model # retain a copy of it and transmit the cemficate to any subsequent putrltaser of the building. conditioner, heat um) (SE, SEER,HSPF) (attic, etc.) R-Valuetuh ora roved equal) tou � Designer Building Owner ' TttkJFimt; Name: G Address: Tide/Ftrm • Ay r Address: Fug) -g- He in O� Tekphonc HOT WATER SYSTEMS Lie. 8: •rckVwne: Sys t e T Manufacturer/Model # + (Storage as, etc.) Ca acit or approved equal) S tial Features 1S r (signature) (date) (signature) (date) I Documentation Author P IAL FEATURES/REM KS (Add extra sheets if necessary)Enforcement Agency Name: Til e/Firm: Name: Address: Agates: Tek dance 0 1. Ceiiing insulation 0 Slab Floor Insulation in Floor Number of stories Number of stories R -value One Two Three R-0 -103 -49 -02 R-19 -8 -4 .2 R-30 -2 .1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 -49 -02 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 0 Slab Floor Insulation in Floor Single- Single - Number of stories Two Family Family Mulfi- 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 0.40 -95 46 -30 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 0 Slab Floor Insulation in Floor Mass R -value Number of stories Two 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 -2 4. Slab Edge Insulation - -- 0.60. .144 -70 -46 0.50 -120 -58 -08 0.40 -95 46 -30 0.30 -69 -34 .22 0.20 -13 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 .2 0.04 -1 0 -4 0.02 4 2 0 0.00 10 5 3 1 Controlled Ventilation Crawispace 0 Slab Floor Number of stories Mass 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 .10 ----- 40 Number of Stories -07 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 12 29 -58 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 _ 5. Infiltration (Air Leakage) Specification . Points Standard 0 6. Glass Heat Loss Total 0 Slab Floor Efrective Percn2t Glass Mass U -value %Glass Percent East South .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 -07 -26 .14 -3 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 -01 -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 r4 . 8 11 15 18 12 -9 6 9 12 15 . 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Etfmtlre Perctnt Glass (percent glass x SC) Effective 0 Slab Floor Efrective Percn2t Glass Mass 3 %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 --' 3 2 3 1 3 3 �0� 0 �1- 2 1 3 2 0 0' y 0 3 1 -1 -1 1 1 9 0 -1 -2 -4 -2 9 na = not allowed 4.0 3 6 8 IB. Shading (Shade Closed) 0 Slab Floor Efrective Percn2t Glass Mass 3 (percent III= x SC) 0.40 Effectin 4 /CFA One Two %Glass North East South West SlAht 18 -14 -48 -69 4 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 -3 1 2 4 --' 3 5 �; 5 -4 16 2 2 1 , 1 -4 1 1,y 5 7 .4 0 2 3 4 3 0 na . not allowed 8 9 3.5 9. Interior Thermal Mass Interior 0 Slab Floor Raised Floor Mass 3 Stories 1 0.40 Stories 4 /CFA One Two Three One Two Three 0.0 -8 -S -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 25 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 11 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 - Wall Family Family Multi 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 SC 1 Sum of 1-6 SEER Ig Sl 12. Cooling Syst,.Im One -5 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 75 +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 1 10.5 Effective SE or HSPF 6 5 4 3 (SE or HSPF x duct efficiency) 10 9 7 6 Effective -25 or -24 to .14 lo 4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 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 . F 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 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed -Stories SC 1 41, X SEER Ig Sl 12. Cooling Syst,.Im One -5 -4 -4 SEER -2 -2 Two +_ 3 3 (assume, ducts In attic) 2 2 1 Sim of 7-10 AREA = $ InteriorW-ss1CFA i -25 or X24 to r14 Io -4 to +6 to 16 or SEER {ass 45 t -6 +5 +15 more 8.0 -14 -12 -10 -8 -6 .4 ; 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -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 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 ' 40% WSB ERedive SEER 3 3 2 (SEER Xduct efficiency) 851'. POU 8 4o -n of 7-10 4 3 Effectiv94S or -24 to -1410 .4 to +6 b 16 or SEER less -15 -s +S +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 j 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 SC Ef % Glass 41, X SEER Ig Sl One -5 -4 -4 -3 -2 -2 Two +_ 3 3 :; 2 2 2 1 TYPE 1 MASS AREA = $ InteriorW-ss1CFA i AREA TYPE 2 MASS AREA _ B Single-Familyshed and Attached Unit Size (sQ Water 199 120:: 1700 2200 2700 Heater Credit or to to to , or Type Type less 1699 2199 2699 more SG None Solar 0 'i l 0 0.. 0 0 or 12 8 6 5 4 HP -HWR 8 5 4 3 3 40% WSB 5 3 3 2 2 851'. POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 2.1 Solar -1 -1 -1 0 0 3.6 HWR -18 -12 -9 -7 -6 5 WSB . -25 -16 -12 -10 -8 1 1.2 POU -18 _-12 -9 -7 -6 IG None •5 .3 -2 .2 -2 4 Solar 7 ; 5 -4 3 2 5.4 POU 3 2 1 1 1 IE None -28 -19 -14 -11 .9 29 3 Solar 8 5 4 3 3 4.3 POU -10 -6 -5 -4 -3 40y. Multi -Fatally (individual units) 1.3 1.5 1.7 1.9 Unit size (so 24 Water Heater Credit 699 700 1200 1700 2200 Type Type or less 10 1199 to 1699 to 2199 or more SG None 0 0 0 0 0; 1 or Solar 14 7 5 4 3 ' HP HWR 9 5 3 2 4.2 4.4 WSB 9 4 3 2 .2 2 5.7 5.9 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 9.2 Solar 2 1 1 0 0 4.7 HWR -23 -12 -8 -6 '-5 6.2 WSB -25 -13 -8 -6 .5 21 _POU _23 _12 -8_ -6 -5 IG None -8 -4 -9 - -2 -2 - 5 Solar 6 3 2 1 1 70% POU 1 0 - 0 0 0 IE None -30 -15 -10 -8 -6 3.8 Solar 18 9 6 4 4 5.3 POU -8 -4 -3 -2 -2 rutnt System Summary: Climate Gone n SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. `'Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West Vie; Skylight 9. Int erior.Thermal? MMss Y 10. Exterior Wall Mass MeS 17-79 or R-vafjuee 138] U -value [0.030] eff_ or R -value [11] U -value [0.098] or R-value[191 U -value [0.037] or R -value 101 F2 factor [0.77] Standard D L 2 / ;",o Type [double] U-vaiue-10.651, .... % Total Glass [ 161 % Glass SC Eff. % Glass X ,�� = 3_ 1-7 X = 3,v Z� x = ! X = �� % G SC Ef % Glass 41, X SEER Ig Sl li X = 2. Z,y X . Interior Mass/CFA TYPE 1 MASS AREA = $ InteriorW-ss1CFA TTPI 2 MSS 11.7..,Nc4.2) AREA TYPE 2 MASS AREA _ B - Ie.rpee.d a_b) �, l TYPE 1 MASS WIMC • 4.2, Le: 'exposed slab) 0% 5% 10% 15% 20% 25% 30% 35% 40% 4S% 50% 55% 60% 6Sik 70% 75% 60% 851'. 90% 95% 1M% COSY. 110Y. 115% 120% 125` Oy. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 toy. 20% 0.2 0.3 0.4 0.6 0.6 0.8 0.8 1 1 1.2 1.2 1.4 1.4 1.6 1.9 21 23 25 27 29 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 1.8 1.8 2 2 22 2.2 24 24 26 21 28 29 3 3.1 3.2 3.3 3.5 3.5 3.7 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 40y. 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 3.9 4 4.1 4.3 4.3 4.5 4.5 4.7 4.7 4.9 4.9 5.1 5.3 5.6 5.8 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.1 5.3 5.3 5.5 5.5 5.7 5.7 5.9 5.9 6.1 i 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 9.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.86 6.2 60% 65% 1 1.1 1.2 1.3 1.4 1.5 1.7 1.7 1.9 21 23 25 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 6.163 70% 1.2 1.4 1.6 1.8 1.9 2 2.2 2.2 2.4 25 26 27 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 S.5 5.7 5.9 6.1 6.4 75% 1.3 1.5 1.7 1.9 21 2.3 25 27 3 3.2 3.4' 3.6 3.7 3.8 3.9 4 4.1 4.2 4.3 4.4 4.6 4.6 4.8 4.8 S 5.2 5.4 5.6 58 66.2 6 4 5.1 5.3 5.5 5.7 5.9 6.f 6.3 6.5 WY. 85% 1.4 1.4 1.6 1.7 1.8 1.9 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 5.4 5.6 5.8 6 6.2 64 66 Wy." 1.5 1.7 2 2.1 2.2 2.3 2.4 2.5 26 2.7 2.8 29 3 3.1 3.2 3.3 3.4 3.5 3.6 3.8 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 5.9 6.1 63 65 67 95% 1.8 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.1 4.3 4.3 4.5 4.6 4.7 4.6 4.9 5 5.1 5.2 53 5.4 S.S S.7 5.9 6.2 6.4 65 68 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 S.1 5.3 5.6 5.8 6 6.2 6.4 6.7 6.9 5.5 5.7 5.9 Cl 6.3 6.5 6.7 7 105% 110% 1.8 1.9 2 21 2.2 2.3 2.4 2.5 2.6 2.7 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 66 7 115% 2 2.2 2.4 2.6 2.8 29 3 3.1 3.2 3.3 3.4 3.6 3.6 3.8 3.8 4 4.1 4.2 4.3 4.4 4.6 4.8 S 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.5 4.6 4.7 4.8 4.9 S 5.1 5.2 5.3 5.4 5.5 5.7 5.9 6.2 6.4 16.6 6.8 7 7.2 125% 21 2.3 25 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 5.6 5.7 59 5.9 6 6.1 6.2 6.3 6.5 6.5 6.1 6.1 6.9 7.1 7.3 7 7.2 7.4 rutnt System Summary: Climate Gone n SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. `'Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West Vie; Skylight 9. Int erior.Thermal? MMss Y 10. Exterior Wall Mass MeS 17-79 or R-vafjuee 138] U -value [0.030] eff_ or R -value [11] U -value [0.098] or R-value[191 U -value [0.037] or R -value 101 F2 factor [0.77] Standard D L 2 / ;",o Type [double] U-vaiue-10.651, .... % Total Glass [ 161 % Glass SC Eff. % Glass X ,�� = 3_ 1-7 X = 3,v Z� x = ! X = �� % G SC Ef % Glass 41, X SEER Ig Sl li X = 2. Z,y X TYPE 1 MASS AREA = $ InteriorW-ss1CFA COND. FLOOR AREA TYPE 2 MASS AREA _ B Point Scores 0 d r,i q 11: eating Systems Zonal Control? ( Y / N) 12. Cooling System Zonal Control? ( Y IN) Exterior Wall Mass , -77 - ND. FLUOR AREA x Duct Effitaiency [0.78] Effective SE or HSPF [0 .5615.151 X%?/ Duct Efficiency [0.741 Effective SEER [7.03] SE or HSPF [0.72!6, $�t� SEER Ig Sl 0 Ll jv Sum l-6 C, 3 0 71 Sum 7-10 13. Water Heating 1� 'Type`(Type ( G) Credit [none] / ///