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Home My WebLink About064-340-049971 KENNETH HEBERT !/ SO s 14200 Elmita Circle, Magalia Permit#3978=87B,P,E,M(new single family) 0 I 4,� 'C.� Vii" � � " PERMIT, NO. 3Q7F3—R7R , P , F , M .; PERMIT EXPIRES OWNER KENNETH HRRFRT CONTR. C1lnlner ASSESSOR PARCEL 64-34-49 LOCATION 14200 Elmira Circle, NMagalj2 . r • f' OFFICE COPY] 4 Address fi �- t,. GAS �— Meter By Date ELEC C �— Me "" ee OFFICE COPY Address If ' GAS Meter D .` ELECTRIC. Meter By Date T Te Called PG&E "i Temp. Elec. Service" t Called PG&E Temp. Gas Service / Called PG&E • i JOB FINALED (Date) h Signature ' • .r X-1 Card -B1 Date Card -B1 Date - ` Card -B1 Date Card -B1 Date i = OK, , 0=Not OK ' MOBILE HOMES MISCELLANEOUS •`, = Not Ready yable . Date MOBILE HOME UTILITIES (Plana) OK except #'s Date DECKS,COVERS,Ci%RPORTS,GARAGES, (Plans)OK except #'s . 1. Zoning Requirements=Setbacks-Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4.,Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /"L"ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures. . - / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. -Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -1211 .Date Card -B1 Date . `11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -81 Date Card-B1Date - 2. Footings; Size -Spacing -Marriage Line a + Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except Ws 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector- 2. Soils; Compaction -Structure Stability _ 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - 8. Gas and Electricity Tagged Dead Men -Lining 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 4 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Card Date Card -1211 Date 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. -B1 Boxes -Enc losures- Panel board s -Ins. to Main in Conduit Card -B1 Date Card -B1 Date -» 9. Health Department Approval --,! ', f ► 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date - ` Card -B1 Date Card -B1 Date i = OK 0= Not Oi� - = Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FR NG_ (Continue) Zo ' g requirements -Setbacks -Ea ements 4 ers o ors- rs . 119<Main; Soils-Steel-Elec. 44.47,2 /" Ftg. DepthZS-Irtg, Garage; Soils -Steel -//,2—/" Ftg. Depth . Fi�e�}ese�iea-0r lue- 'repleee►roat 4. Ftg,Porches &• Decks; Soils -Steel-/ /"Ftg. Depth tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . to alls, Main; Steel - Bloc kouts-Wrapped drm. Windows or Exiting Doors -Sill Hgt. & Dimensions emwalls, Garage; Steel- Blockouts-Wrapped arage Fire Protection Framing "lab; SteeMMrepped 5 gs A-P4e i;eolace Fta.._&eel 54-115xt. Doors -One T -Check Garage -3rd story, 2 exits CkT.WV.; We"--FWi1ngs way ewer Test dream -Res ' n 1 as Pipe; Size -An ors lywood �f Overhang tti a Rafter GutAgg'ers Water Pipe; An rs t rvice Tes lbng-Nailing Veneer _ _ - -Fd. s-Underf " ccess 12Y.Electric; Underground 1 le ms & Ducts; Clearance -Mate • I -Su prt-Ins. Glazing Area -Glass Protection-SI4 ts-Plastic i - -Anc olts-J Clippf s nsulation nsulation-Walls-Clg. /�p 59 nfiltration-Walls-Wndws Card -B1 Dat ;' ,f Card -B1 Date Card -B1 Da L Card -131 Date Card -B1 Date - and -B1 Date - Card -B1 Date �L� Card -B1 Date Date PLUMBING (Permit OK except #'s ater Ht. V(6e-A ss ornbustion i Date lans) OK except #'s Wester Pipe; Teff-& A rs-Nail-Pr6tection . teps-Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection . S etector n, First F,!po ub-ftc ss urnace; Vents -Clearance -Comb. Air -Connector- In Garage; Above Floor -Ducts -Meeh. Protection - ss 21-das Pipe; Size &Anchors 63. B Exiting & Bath Fixtures & Tub Access -Spa . Tri & Subpanel; Breaker Sizes -Labels S &Rails direfireplace or Stove; Clearances -Hearth Card -81 Dat/�/ Card -B1 Date Card -81 Date Card -B1 Date ELECTRICAL (Permit) OK except #'s-�l —ftDate utlets at Wood Panel; Int. &Ext. 15re & Tr . Ki xt. Appliance; Grnd. -Air Gap -Cooking Clearance lec. Receptacles Spacing -Lights & Switches at Doors utlets & Receptacles at Kit. Counter ize Boxes & No. of Conductors -Stapled . Garag a Door; Swing -Landing -Closer omex Installed Close to Edge of Studs & C.J. n2" }r • Duct in Garage -Damper quip. Ground made u ch. Fastenersa & at tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- � I era ,Above Floor -Meeh. Protection pliance Circuits in Kitchen &Conductor Size / I Mach. Equip. Listed for Location bfeed Wire Size // ga.or-AI-A.C. Wire Size/(2 Cor lN— r c. Receptacles in Garage; (G.F.I.)-Romex Protec. ange Circ. /(f/ ga. ur Al. Insulated Neutral Yes No I Dsaratio oam-Looked in Attic ❑ Yes G Rails & Deck Construction -Post Caps 39-Se!vice-Riser Conductors & Ground -Main Disconnect 7 . dn. V Crawl Hole Door -Drainage & Wood -Earth . CWarlince Looked under Floor ❑ Yes quip. Clearances Panels -Motors -Meeh. Equip. ollowi nstld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; PI rs ❑ Yes ❑ No t o• n -Finish Card-B1c Date%/%kCard-81 Date . Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -131 Date . Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openi Date MECHANICAL (Permit) OK except #'s er WA44 Disconnect, Electrical, Plumbing E i Elec. Trim; G.F.I. Receptacle -Underground ant Fan; Exhaust above insulationelation throughout House 35.Lcaderrse Drain & Overflow; Size & Grade Glass Protection _36—Fum;aee-Yent; Access -Comb. Air -Return Air Vent -115 outlet I f4 11 %11 1 87. Corrections from Previous Inpections Test -Meters Tagged; Gas -Electric air er & Sewer Connected -C/O to Grade -HD Approval & Platform if Furnace in Attic 7/j . Energy Compliance Certificate -Other Certificates Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Date FRANUNG (Plans) OK except #'s Card -B1 Date Card -B1 Date mill Proper Material & Anchors Card -B1 DatV4 Card -B1 Date a115 Studs -Nailing, Spacing & Bracing—Plates-Sound Commen s at Final: 4 ear' g Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 40. Fire St ps; Fur Ceilings -Stairs -T Bader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) D COUNTY OF BUTTE DEPARTMENT OFPUBLICWORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive. Oroville — Phone: 538-7541 747 Elliott R6ad, Paradise — Phone: 872-6307 CORRECTION NOTICE )WN E FT 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 eed additional explanation, please contact this office Immediately. r4p)INIKOIDA PNkec&rLT. dUJ Q6 TZ D 0 O/V r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ` 196 Memorial Way, Chico — Phone: 891-2751 , s 7 County Center Drive, Oroville — Phone: 538-7541 747'E+liott Road, Paradise — Phone: 872-6307 CORRECTIONNOTICE T NO. A routine Inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, 50heed additional explanation, please contact this office immediately. l/✓'-% t Dater ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this :m�atter,ord additional explanation, please contact this office immediately. 4 l % A (-1re 'N 7� � % �i� ;1'r li of rr Inspector_ Date_ t ... ........ JvCATI Oil A. 1'. r 1,i Re -10 Istntic it (It V(1 I Ili. ATKII I OR UALL I I cl I 11rnlj,1 Name C V I't a i FCPE,r? d Thermal Rea istAllce(q CF. i 1,:::k, inclice Brnll(t Unnic' CeUt,*1i1iT0.--!Cj Thermal Realatonce(R veluc) 30 ,Y!Nn-- F PortainTeod f —Pn g7q,�- w t .g— cr v In I _-1'i be r1.1 os.,; Braud HjuneCertaInTeed Thermal ReaLetance-(R Valuo-)=-- Dirmid Unme, -K—oalat&nc—c(R 1t 4tll It LIc i le Miint, I ly, I 1,;lt tho torull'ittoll was .9#'Iftv�l in Itho Abu've bufl.dli.j.T , , t:: C. of Crilifoi, wit!! HIC n ia' tuorry Mquire-mol-,to 1 s -I i I t Ic I I 378407 /* )'I'ATEI C011TRAC2'F i ry. Ox 'I'I've f.mill lilt. i oii mol nu vi,qui.rect jt^rl:a n., nnI ;ILCriclinwiltil have herrn v h. St.:rt,t ttf c o r-1 'I -n Luergy lie(juji.ri-meilts. tilt) a ro_0,1,11thc: (ilia lity, pr(1rc-LJf;CJ Or P V 1! roV. r c I)y I , , . , , , tlli� Stnt.c of-ccilif9rllia. �eA>i��-..ill.__•--.._7k 1`1 LE WITH TILE AVD 'A c't,py DEPOST F*P COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS P ITN . TCounty Center Drive - Oroville, California 95965 - Telephone: 916/538-754 � 7 APPLICATION AND PERMIT ASSESSOR P RCELNUMBE _ ,- z0 G r— BUILDING PERMIT OWNER TSLt PHD E SO. FT. OCC. BUILDING VALUATION OWNE A L4 N d 15DR` r 77 3 CONTRACT 'S NAME 61 TE-LEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total ValUatlOn $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ �l ARC HI T OR ENGI LICENSE NO. Plan Checking Fee $i/ .y • Q Energy Plan Checking Fee $ - ARCHITECT OR ENGINE M FLING DRESS - Penalty $ BUILDING ADDRESS ' - do Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUB V SI ON NA E PARCEL MAPWater piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 6D Building sewer . 5.00 Mobile Home S W G 0.00 ea TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation[]Other ❑ Describe work:�d Permit Fee t4 $ Contractor ELECTRICAL PERMIT Fi.lingFee 10.00 Main service 100V OR00 AMP OR LOR LESS 1 10.00 d .00 Main service EA. ADD'L 100 AMP 2.50 ; CONTRACTORS LICENSE LAW I declare under penalty of perjury "(check one): FJI am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS/POWER and Professions Code and my license is in full force and effect. License No. Classification (, as the owner, or my employees with wages as their sole compen- sation, will do the work, and the structure ed• feFeaf'e. (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 LIN CCUP.N NEW ADDNS R CONST. DWLGS C yz¢sgft Az NEW CONSTR. TI.OUTLET NON.RESID .BRANCH CIRC ITS 2,50 ea APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES eA O30 FIXED . OR Ex. Occup. OUTLETS TS (RES(RESID.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor 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. �l 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 shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating o Ing Hood 3.00 Ventilation Permit Fee $ 6 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 liabilities, judgments, costs, and expenses which may in any way accrue againstsaid Co ty in c ns ue/nce�of the granting of this permit. X _J� O� Date %2 /o 17 Signature of Applicant - Owner ❑ Contractor ❑ Agent ❑ 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 $ -TOTAL PERMIT FEE $ Occu P. CONST.TYPC ISCIIOOLSS FLOOD RceL Po HD IE This permit is hereby issued under sions o the Butte County Code and/or work "n*cdbove for which CIOp OF PUBLIC By PERMIT EXPIRES • Date the applicable provi- resolutions to do fees have been paid. WORKS O� Date C� J ry Receipt No. S� `� 7 + O� �c��Qd -%Ci WHITE-D.P.W., YELLOW-ASS9350R. PINK -INSPECTOR. COLD ENROD-APPLICANT �,.�'r.. l .�'i..-",4ryry�Y �lr •�.� .i••.�(..� r' -. y.t, ^.` *. YV 4.. •�-+t r _ a a� a COUNTY OF BUTTE - DEPARTMENT OF, PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ; PERMIT APPL`"CATI'dN DATA SHEET Permit No. OWNER A. P. No. / Proposed Building Use Building Inspector 'Le Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t DATE RECEIVED APPROVED 01' All items have been submitted. . . /4�t.. . . . . . . — 2. Plot plans in-dupHc-a�te-/�ate-, sd•grt-by-prepa-Fer- f-.pd•ans. . 3. Complete plans in d1y,p•��,eete sued-f?y-pfepar-ex-of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . -1�?-9. Letter of signature authorizatio Sanitation approval from v"� �J Health Dept. Planning approval for (A) Use: (B) Parking: Certificate of Workmen's Compensation Insurance. 13. Contractor's License Information (no., name style, classif.) _14. Owner -Builder Verification (Given to owner❑, Mail to ownerF]) _._...._15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) Pre -Inspection for _.. __ _. _ Required- Building Inspect�rlk JJ .!Recorded copy of Agricultural Acknowledgment Statement. 1 w. riveway Permit. If Plot plan approval from City of _ r IF 22. -- Whey, you issue the p r it, process as follows: Mail �tJo owner, Mail to contractor - Telephone �� 3�7(o and hold for pickup af-erlt office, Deliver w/'inspector. Other Appl icant Date_1?-40-9",7 Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted ri r rm' 's ce. (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: t �� s Contractor, design wne was advised of above required data by✓phone---mail_counter by date�� Contractor, designer, owner, was advised c3 above required data by_phone_mail_cou er b date Plans checked by Date Plans approved by Date , 1, 6b Sets of plans on hold in _File cabinet AP folder Copy -DPW TO: Building Department FROM: Encroachment Permit Section ttil� RE:. Driveway Clearance ° owner location AP # u . Driveway permit Poo 000 has'been issued for the above property. �--00 sign ure, date TO: Building Department` i FROM: Environmental Health SUBJECT! SANITATION CLEARANCE. � ao� zz. + 014NER •LOCATION . AP Plans approved for: Sewage Disposal �Water Supply Hold final for: _ Water Supply Final Clearance O.K. for: •>, ' Water Supply Clearance for 2 bedroom --home, •Other Clearance for addition of NotA X6%1 ,�/�,�.�• � 7 -fid' NITARIAN. DATE •Yp�dyp �N�00 �O a COUNTY OF BUTTE -_Department of -Public Works. t 7 County Center Drive, Oroville, CA 95965 Phone:916-534-4541 i OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. r Please complete and return this information at,your earliest opportunity to` avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or`no) 2. I (have/have not) signed an application for a building -permit for the proposed wort. 3. I have contracted with the following person (firm) to provide the proposed construction: , Name Address City Phone Contractors License No., 4. I plan to provide portions of'this' work, but I have hired the following person to coordinate, supervise, and provide the major;.work:-•• Name Address City Phone Contractors License No.' 5.• I will provide some of the work but'I have.contracted (hired) thefollowing• persons to provide the -work indicated: i Signed: � Y Property Owner Social Security Number , ?S— Dare NOTE: This Owner -Builder Verification is -sent to you as.required�by Sections 19831 and 19832 of the .California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ZONE 11 OWNER ✓ *V40 il'�/ - • AgA r - POINTS Table -3a. Ceiling Insulation /�IGI1r IL7 T [� (y�1 Points PERMIT NO. g%d4i ASSIGNED -ACTUAL - INSULATION �-- i A -Value of Inaulatlon i Points 1. SLAB I I 1 I 1-- 2. RAISED FLOOR - R-19 I 3. CEILING - R-30 AD 2. �� I 4. WALL - R-19 I ' S. NORTH GLAZING}) -t4 Z.41L3.6% �' . f�.s " 0 I 6. EAST GLAZING- 2.5-3.6% `` 1 �y� �- aF Ta 7. SOUTH GLAZIDIGLI►,iT 6-3.67 ble � r i- �P�A�aiu1 8. WEST CLAZINC�I,T - 2.9-3.6% 9. SKYLIGHT - 0-1.3% _ e It9- - 10. SHADING (Exclude Overhang) EAST - .66 ;• o '� 1 SOUTH - .19-.42��- WEST - .13-.36•3 �� Table 3-5 SKYLIGHT - .37-.57 Z� 1 11. HORIZONTAL SOUTH OVERHANG 2' 2. 40-R I Total 2 of 12. MOVABLE INSULATION - NONE �� -' I Floor I Az ea INFIL ION (S1 d d--0)(Ti t=+12) IM ' wall Insulation Pointe of Insulation I Points 19 24 I +2 30 1 +3 North -Facing Glazing Pte Glazing Type l U - 0.66 13. TRAT an ar gh i Orten- 19 I -4 ' 22 I -2 -able 3-1. Slab Floor Points 15. GAS FURNACE (SE) 71-76% `m i 2 49 I +4 i s 9- `ri I I 6.2- 7.3 1 1 I 0 1 -1 I -2 I I I wall Insulation Pointe of Insulation I Points 19 24 I +2 30 1 +3 North -Facing Glazing Pte Glazing Type l U - 0.66 13. TRAT an ar gh i Orten- 1 p 1 419 14. THERMAL MASS SF P I Trpl, I U- I I 1.3- 2.3 I -able 3-1. Slab Floor Points 15. GAS FURNACE (SE) 71-76% 1. Floor 3•7- 4.9 I -4 16. HEAT PU1fP (EER) 7.5-7.9% %•s rp `%- i s 9- `ri I I 6.2- 7.3 1 -7 -9 I 0 1 -1 I -2 I I I I Area 1 1.10) 1 0.65).1 0.41)1 I 7.4- 8.2 1 -12 17. DUAL PACK (SE, SEER)- 8.0-8.3/71-76% I 8.3- 9.7 I -14 I I WOOD STOVE10.9-12.0 I 1 I 9.8-10:8 1 I -17 -19 I tiun I I I Depth, WATER YHEATER �- 113.3-14.5 I -22 -24 Im to I I 1. 2.2 I ATTIC IP . x 1 0 I r 14.6-15.3 i -2i .37-.57 OTHER•. 1 1.y�,q 1_ +1. 1 t,-1 +2 I• I 2.3- 2.8 1 -, 1 U. U -- 0.42- 10.41 0.65 I dovn 4 T T _ +4 I +4 ++2, I +2 0 1 +1 ' -3 -6 I -5 -8 I -7 -10 'I -8 -12 1 -10 -14 I -12 -16 I -13 -18 I -15 -20 ( -17 le 3-7. 1 Total I I Z of 1 Sngl, Dbl, I Floor I (U - I (U - Area 1 1.10) 1 0.65) 1 !points I oints Go +3 +j I up to 1.5 I +2 I +2 I 1.6- 6 I -1 I I - -4 I .3- 6.5 1 -6 I 6.6- 7.7 1 -9 1 -6 1 *r -v --n 1 -11 1 ""- r 1 9.0-10.0 I -13 I -10 1 10.1-11.5 I -17 I -13 111.6-13.0 I -21 I -16 113.1-14.5 I -25 I -19 114.6-16.0 I -28 I -22 azine Pte Table 3-10. Shading Coefficient Points 0.41)1 Table 3-8. West -Facing Glazing Pts. ( I Glazing Type I I Total I 1 I Zof I Sngl, Dbl, Trp1, I Floor I (u - I (U - i (U - I I Area 11.10) 1 0.65) 1 0.41)1 I I oints I oints 1 ointsl O +i s6 +6 I up to 1.3 1 +5 I +6 I +6 I 1 1.4- 2.2 I +3 I +4 I +5 I 1 2.3- 2.8 I 0 I +2 I +3 1 2.9- 3:6 I -3 I 0 1 +1 I I 3.7- 4.2 I -5 1 -2 I 0 1 I 4.3- -!0 I '-T""1 -4. I I 5.7- 6.2 i -13 1 -8 I -6 I I 6.3- 6.9 I -15 I -10 I -7 I I' 7-,Q;;-7.6 I -18 I I -9 I 7.7 8-.1 I -20 I -14 1 -11 I 8.3- 8.8 I -22 I -16 'I -13 1 1 8.9- 9.5 I -25 I -18 I -15 I 1 9.6-10.1 I -27 -20 I -16 I 110.2-11.0 I -29 I -23 I -17 I 111.1-11.8 I -35 I -26 I -21 f 11.9-12.7 i -38 I -29 I -24' I 12.8-13.5 1 .-42 I -32 I -27 I 13.6-14.3 1 -46 1 -35 I -29 I 14.4-15.2 1 -50 1 -38 I =32 I -� Table 3-9. Sk lioht Points TOTAL POINTS - Ta le 3-6. East-FaclnS Glazin Pts. I I Glazin T - -e I I SC by I i Orten- -I Total I Z of Glazing ,Type I I I Total 1 I I Zof T Sngl, 1. Fhoor I U- 8 I Dbl, I U- P I Trpl, I U- I I Sngl, I Dbl, I Trpl,j -able 3-1. Slab Floor Points Table 3-2. Raised Floor Points 1. Floor I (U - 1 (U - I (U - I I Area 1 0.66- 1 0.42- i 0.41 I I �'' 1 0 I -1 I .83 up I I 0 1 -1 I -2 I I I I Area 1 1.10) 1 0.65).1 0.41)1 I 1 1.10 1 0.65 1 down I I Insula- 1 R -Value of Insulstion I I A -Value of I I I I,Polnts I olnts I alnta •'� I 1 17 p ,I 10 I -2 l�l -4 1 -6 I tiun I I I Depth, 1 Insulation I- I Points 1 I 1 D I I up to 1.3 1 1 +� *4� +3 1 +4 I +4 Im to I I 1. 2.2 I -1 -3 1 0 I r 1 0 1 1 -1 1 (.inches I 0-2 13-4 1 5-6 I' 7+ 1 .37-.57 -0+ 1 0'1 -1 I '"'r -7 1 1.y�,q 1_ +1. 1 t,-1 +2 I• I 2.3- 2.8 1 -6 I -4 1 -3 1 I I I I I I I below 3 i -12 1 IT�'1 -2 I 0 1 0 1 i 2.9- 3.6 I -9 I -6 1 -5 I 1 0 1 0 1 0 1 0 1 0 1 3- 4 I -8 1 I .3.7- 4.6 I -5 1 2 1 -1 I, 'I 3.7- 4.2 I -11 I -8 I -6 I 10- it 1 -5 I -5 1 -5 1 -5 1 I 5- 7 I .6I IM.�s1 -8 1 "'TI -3 1 ( 4.3- 5.0 I -14 I -10 1 -8 I 112 - 15.1 -5 t -3 1 -2 1 -1 1 I 8 - 11 I -4' 1 I 5.7- 6.7 1 -10 I -6 i -5 I I 5.1- 5.6 I -16 1 -12 I -10 I ' 116 - 19 i -5 i -2 I -1 1 0 ( I 13 - 18 I 4 1 I 6.8- 7.7 1 -13 I . ( -7 I 1 5.7- 6.2 1 -19 1 -14 I -12 1 ' + I -5 -1 8.7 1-15 -10 -Q - 6.9 -21 -16 -1320 I 8.8- 9.7 1 -1.7. 1 -12 1 -10 1 1 7.0- 7.6 I -24 I -13 I -15 I ( 9.8-11.2 I -21 I .-1S I -13 ; I 7.7- 8.2 I -26 ,1 -20 i -17') 111.3-12.7 1 -25 i -18 1 -15 I I 8.3- 8.8 I -28 1 -22 1 -19 I 7/7/83 112.8-14.0 I -28 I -21 I -18 I I 8.9- 9.5 I -31 1 -24 1 -21 I 14.1-15.3 ( -32. I -24 I -20 I I' 9.6-10.1 I -33 1 -26 I: -22 I 4-- I- I- �-- -�---� J- _;_ _- ---- - - - ---� - -- I SC by I i Orten- I Z Floor Area toot look I Zest I I 3.2 I I ( 0-3.1 I to 1 6.4 up I I I 6.3 I I I I 1 0 -.19 I 0 ( +1 - I +2 .20-.36 YI 0 1 0 ; ' I ' 11 I 37-.66 I 0 1 meg_ I 0 I X7 82 I �'' 1 0 I -1 I .83 up I I 0 1 -1 I -2 I I I South 1 0 1 3.2 16.4.1 8:0 19.6 I I to I to I' to I to I up 1 3.1 16.3 1 7.9 19.5 1 I 0 -.18 1 0 1 +1 I +2 1 +2 1 +3 I .19-.42 1 0 '1 6 1. 0 1 0 1 0 I .43-.66 1 0 1 �-:f I I a2 -3 17 p ,I 10 I -2 l�l -4 1 -6 West 1 .1 1 1.6 13.2 1 6.4 18.0 I to I to I to I to I up 11.5 13.1 16.3 ( 7.9 I I I I I I 0-.12 1 0 1 +1 I +3 I +6 I +7 .j�36 1 0 1 0 1 0 .37-.57 -0+ 1 0'1 -1 I '"'r -7 ,I -1 I -3 I I -12 t -is I 83 up -2 I -4 I -16.1 -20 I I I I Skylight 1•.1 1 .8 1 1.6 1 3.2 1 4.0 I' to I to I to I. to I to 1711`5 1 3.1 1 3.9 1.5.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 1 -6 1- .58-.82 ,I -1 I -3 I -6 I -12 I -. .83 up i --22 -4 i -8 i -16 i -20 Table 3-11. Horizontal South Overhane Points South Glazing I Length Out I Area. I of Floor I I from Wall I I' I ft T- 0-6.3 1 6.4 up I u- u.3 1 -t 1 -V 1 1 0.6 - 1.0 1 -2 I -3 I 1 1.1 - 1.9 ' I -1 1 -2 1 I 2.O up I 0 I 0 1 Table 3-12. Movable Insulation Points I Moveable Insulatioo'l. I Area, I of Floor i Poin y .i 0 - 5.5 0 5.6 - 11.5 I +2 11.6 - 17.51 +•4 17.6 - 23.5 I +6 _23. 1 +8 b. Tab' 3-13. Iaf!ltration Control Feravres Points I Comero1 Features I Pointe I 1- I I I Standard I 0 I ! I i 11.9 air changes per hr I I T_iwoot tt� I Tight I +12 i I I I 10.6 air changes per hr I' I 1 � � Table 3-15. Cas Furn4ce Without RetrlReratlon Cool!n.e Points I Seasonal Efficiency I Points I (SE), .I I I i 71 I +3 1 I 7;7,_-P'82 I +2 I I- 88 I +4 I 1 9 - 9: I +6 I I 95 up I I I +8 I I 1 9.7 - 10.2 I +18 I !able 7-16. Neat Fume Points I Energy E(fic!eney I Points I I Ratio (EEA) ! I I 7.5 - 1.9 I +3 1 I 15 - 23 2,000 I 8.4 - 8.7 I +9 I 1 8.8 - 9.1 I +12 I I 9.2 - 9.6 I +15 1 1 9.7 - 10.2 I +18 I I ' 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I I 11.5 - 12.3 I +27 I I 12.4 - 13.I I I I +30 I 1 Table 3-17. Cas Furnace With Refrigeration Cooling Points T- ;Refrigaracion1 Gas Furnace I Cooling I SE ; I I17 1- 7-18 3-1 89- 95,.- I 1 761 821 881 941u I 1 8.0 - 8.3 1 01 +'t -el +61 +8 1 I 8.4 - �8.7I +2 i +51 +91+10 I 8.8 - 1 +511 9.1 - +61 +81+101+121+14 1 9.8 - 11 +311101+1?1+141+16 I 110.4 - 13.9 I+1G;+L2i+1:1+161+19 I 111.0 - 11.6 1+121+441+161+•181420 1 7/7/83 ZONE 11 TABLE 3-14 (ADAPTED) INTEN,IOR THERMAL MASS POINTS MASS nun ..re AREA 1,000 0 I I 7 - 14 1.500 +2 i I 15 - 23 2,000 +4 I I 24 - 2,500 +6 I I 3,000 +8 I I 3,500 +10 I (01 68 - 55 1,000 *12 I I I,SGo +14 I I 64 - 71 S,000 1 SQ. PT. I A 8 C D A I C 0 A B C 01 A_ 8 C D A I C 0 A 8 C D. A R C D I A 6 C 0 A I C r 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 0,00 and UP 0 +1 +2 +4 +5 1 +6 +7 +9 All others (pe building. points) BU0-P.99 0 0 0 +14 +19 +24 +29 +34 900-999 0 +4 +9 +13 +17 +il +26+'o 1,300••1,199 50 2 2 2 2 2 2 2 0 1 2 2 2 010 1,500-1,999 0 0 0 0 0 0 0 0 0 +3 +5 +7 0 o 0 0 0 0 0 0. 0 ?00. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 OI 0. 0 0 0 1 ISO 6 6 6 4 4 4 4 2 2 •2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 Z 2 0 Z f 2 0 2 2 2 0 1 200 8 • 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 Z 2--12 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 250 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 307 12 12 10 6 8 B 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 7 2. 2 2 2 350 14 14 12 8 10 IG 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 7 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6 - 6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 2 3 4 2 2 Sol 18 18 16 10 12 12 10 6 10 10 8 6 N 8 6 4 6 6 6 4 6 6 6 2 6 6 42 4 4 4 2 1 4 4 j 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 I 6 6, 4 2I 6 6 J 2 1 190 24 24 20 14 18 16 18 10 14 14 '12 8 10 10 10 6 10 10 8 6 8 8 6 4 8 6. 6 1 6 R 6 1 6 6 5 2 230 26 14 22 16 70 16 16 10 1 14 12 8 12 10 10 6 10 10 e 6 10 R 8 4 I P 6 6 t a 6 6 4) 6 6 6 1 7 903 28 28 74 16 22 20 18 12 1'6 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 3 a 'a 4 8 8 6 4I B a 6 c i 1,000 30 90 26 18 ?2 20 20T4 18 18 16 10 14 14 12 8 12 12 10 6 12 10 10 6 I 10 f0 6 6 e 8 0 4� a 6 4 i 1..00 .?: 32 28 Y0 24 24 7 14 20 20 ttl 10 16 16 14 8 11 14 12 8 12 12 10 6 10 10 10 6 10 10 8 ( ?J E B 1,200 34 32 30 22 26 2 22 16 22 20 18 12 18 18 14 10 14 14 12 8 14 12 12 8 '12 12 10 6 !10 10 8 6 In 10 a 6 1.300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 1 10 lu 14 14 8 14 12 12 a 12 12 10 6 112 10 10 6� 10 10 E 6 1,.00 34 34 32 24 d 28 26 18 24 24 20 It 20 20 18 12 18 16 14 10 lA 14 12 6 14 14 12 8 12 1' :G t, ,0 10 17 I,S09 136 34 34 30 30 26 18 24 24 22 11 22 20 18 12 18 16 16 10 16 16 14 8 14 14 12 a 17 12 10 1.1 ;7 I7 1". 1 o i 2,003 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 120 20 18 12 1a 18 16 10 16 16 i4 LI 14 14 1? B j 2,507 I 34 34 30 22 30 30 26 18 26 26 24 16 21 24 22. 14 22 22 19 :2 20 20 la 1.• 19 ?5 16 'V J,000 34 32 30 22 30 '30, 26 18 28 .'6 24 16 24 22 14 22 22 20 14 :2 ZJ I_ 12 i 3,500 32 32 30 20 30 30 26 '16 I24 2d 28 14 16 26 24 22 14 I `4 ;4 20 14 ' 4.700 _ 32 32 30 20 30 16 18 ' 79 26 24 it 26 25 U If 1,50032 130 32 26 20 30 30 26 it ib S_Qo = _ • _ _._ 32 V V 20 j IJ ,J 76 1 A) 1. 3'1' Concrete Slob: HC•8.93; R-.29; Factor -7.3 2. 3 3/4• Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 a) 1. SS' Concrete Slab: HC -14.106; 4•.418; Factor -7.1 C) 1. 8• So110 Filled Block: HC•20.63; R•1.9J; Factor•6.1 2. 8' S611d Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal`Mass Area: HC -10.164; R-.965; Factor -6.1 D) 1' Thick Concrete/Tile: HC -2.55; R-.083; Factor -3.7 Table 3-19. Zonally Controlled Electric Resistance $ ace Heating Points Points for this measure will? I be completed after the rEC I I has approved an Alternative I Component Package for Resistance 'I I Beat. Table 3-19. Active Solar Space Heating vicn t;as Points Net Solar Fraction I (NSF), Z I 0-6 r 0 I I 7 - 14 I +2 i I 15 - 23 I +4 I I 24 - I +6 I I 31 39 I +8 I I 4p7- 47 I : +10 I (01 68 - 55 I *12 I 56 - 63 I +14 I I 64 - 71 I +18 I I 72 up I I: +20 I I --A1- 1-1n c -l.- u".-- u wood stove #33 points -(no back up) casablanca fan + l.point Multifamily (per unitpoints) Floor Area Net Solar Fraction (NSF), Z per unit, ft2. 0.9 iv -ii ZC-29 30-39 40-49 5'3-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 0,00 and UP 0 +1 +2 +4 +5 1 +6 +7 +9 All others (pe building. points) BU0-P.99 0 +5 F10 +14 +19 +24 +29 +34 900-999 0 +4 +9 +13 +17 +il +26+'o 1,300••1,199 0 +4 +7 +11 +15 4.19 +22 +26 1.20r,,-1.499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +li: 1 2,000-2.999 0 +2 +3 +5 +7 +8 +10 +11 3,00.0 ir.d tic "0 +1 +3 +S +5 +7 +9 +10 Table 3-21. Other Water ReatIng Pts. I System Type I Points i f I I I can Only I 0 ; i I f 1 Beat Pomp i 0 I I I I I Solar with Electric I 1 I Revlstance Ia_kup I i I !lectin the Require- i I I menta iu Part 2 I 0 I I I I I Electric Resistance I 1 Only ; -40 RESIDENTIAL PLAN- CHECKING GUIDE +(CONT'D) 7/85 aiq MISCELLANEOUS'ITEMS-TO LOOK OUT FOR'(CONT'D) _ ��arage door or porch header sizes. ; 4! Adequate bracing. '19'�"`Living area over garage.- complete 1 -hour separation required on garage side including supporting walls and.posts, etc_.' , Liao exits on three-story. dwellings (Sec..3303 & see Mezannines 1716). 16-1—Attic.access and ventilation (Sec.'3205). ' 1&e -'Underfloor access and ventilation (Sec. 2516). ]Wood.stoves, clearances, alcoves & 1 -hour shafts. ►bustion air for fuel burning appliances. Oise requirements on duplexes. adobe soils - special foundation design.' Retaining walls requiring design. + Unusual shape, size or split—level house requiring.lateral design. , d 14 • i i RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) r Permit # .0749 —9;0 # 6V • y- JP t,� Bldg. OWNER �C�/ir�l��ci F�L/�.� A. P. GENERAL Zoning requirements: (sideyards Valuation. 6OVPlans signed by designer. -Energy Design and Compliance. .$.�.Existing violations on property. and number of permitted living units). PLOT PLAN !! complete parcel size and dimensions. 2/ , etbacks, sideyards, easements, etc. ther buildings or structures. 4/Grading, fills, drainage. -lood hazard. G/ Special conditions on creation map or compliance document. 7/85 FLOOR PLAN P. Complete to scale plan with dimensions. 2,t"�_Required windows for light and ventilation (Sec. 1205). J�quired windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec,... 5207). man impact glass (Sec. 5406). required room sizes, ceiling heights (Sec. 1207). G..C.I.'s in baths, garage and exterior outlets (Article 210-8). B ight fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment.. Locations of water heater, heating and cooling equipment, other electrical or gas gipment, and plumbing fixtures. /q.uGarage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit,,door (Sec. 3304(e)). •�� 1-ee°e� and wood -vs ove location. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS k. ---Foundation plan complete enough -,.:to construct building. Ie F� oor construction details complete enough:to construct building. a/evations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. �"F"ireplace construction details and calcs if necessary. �S ufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR Exposure I plywood on exposed locations and overhangs. �!�Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)).. `Brick or stone veneer (Chapter 30). terior plaster - weep screeds (Sec. 4706). roper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. r FORM I RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Climate Zone Permit No.. J9,49"8.> o Floor Area Compliance path: Package ❑ A ❑ B ❑ C *point System Auaget ® other �i 3 MIN. R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling 'JO Wall ❑ Slab Floor Perimeter Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16.' (B) All manufactured windows and sliding -glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: (] (D) Continuous infiltration barrier. (E) Electrical outlet plate.gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: 1 (A) Location o Area Glazing %,Floor Area Single Double Triple. ® Total Bldg a3.? •,S /%. North �.�..5 �.�3 X — East ® South &6 .p West ® Skylights .30 (B) Shading Shading Coefficient Description East iy = Dt4*L- 4"*2/At r.,_ ® South , is ® West _� 3 L �.t� mt 47V. I�ihL.LJ°1�4:. 9Fr�+iO A�3 ® Skylights &(,Of 2fIN (C) South Overhang Length of projection *6-- ft.. Description ❑ (D) Moveable insulation: -Area ft Descriptio n (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area. Ft. HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location R ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location a ❑ Type - Area Ft. Z HC= R= MC= Location 7/83 J' f FORM I p (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be.equipped with tight fitting closeable metal or glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tightfitting damper to draw air from the. outside of the building; and a'tight fitting flue damper with. a readily accessible control. *1(5) HEATING. VENTILATING, AIR CONDITIONING SYSTEM (A). `Heat ing ❑ -Central Gas Furnace % (brand and model number) SE _ Btu/hr (heating capacity) Heat Pump %S%../�ac (brand and model number) Btu/hr (heating capacity at 47°F) ❑ Active,Solar type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other W00 ��f1 (describe) *1 (B) Cooling ❑ Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr (cooling capacity at 95°F) Electric Heat Pump 7•� EER Btu/hr (cooling capacity at -95°F) ❑ Other r (describe) (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall.be provided for all thermostats, except those controlling heat pumps. ® (E) AN INTERMITTENT IGNITION DEVICE.shall be provided for all'gas=fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting. air to the outside.. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and" fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 FoR M (6) DOMESTIC WATER SYSTEM (A) Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electri,cBackup (brand and model number) Gallons (tank size) ❑ *2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft2 (backup heater type, brand and model number) (collector area) (collector orientation) (collector tilt) Q Location of Solar Panels ❑ Other (Describe) ® '(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be,externally wrapped with R-12 insulation or greater: ® (C) PIPE INSULATION. The five feet of pipe closest to the.water heater and outside conditioned space shall be insulated with.a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. 'Steam and steam condensation return piping and recirculating hot water piping outside the building envelope'shall be insulated,in accordance -.with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency.standards and shall be certified to the Energy Commission. (7) LIGHTING + (A) Lamps used in luminaries for -general lighting in -kitchens and bathrooms'shall have an efficacy of not less than 25 lumens per watt (usually florescent). *l Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (fo'rm #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature °, elevation od .?0CW', heating load o)3 TU elevation factor x heating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature ��°, cooling load e�O40BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) 2 Submit T•.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE 0V'§ff1Lb1NG DESIGNER OR APPLICANT 3 Return to DPW AGRICULTURAL STATEMENT OF ACKN DG MENT _"r- 05 8 8 FOR RESIDENTIAL DEVELOPMENT RECORDED BUTTE COUNTY -OFFICIAL RECORDS BY Sectiop, 26-8.1 of the Butte County Code requires this acknowledgement bei corded pri6r to issuance of.a building permit.' 88-. 588 ��J td VgN 4 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents'of this CA'NDACE J.GRUBBS property may be subject.to inconveniences or discomfort arising from, the use of agricultural chemicals, including, but not limited to herbiffiWE925'ti V69,I 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 stablished 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: P c Lza on . 4 Map ��le ``i �e5. u ✓t i i �� ' w ��eC� MC4P CJa.s �' led ^ -�2 W�, , e e pC�(Gtd'SG P ,j D '✓ Aa S� e : C)� L7. ��'`� 6� 66 2ecord� e, r OT - e Co Y r �c�jer R 70. nj kook too aid 1a1, Date: I ' D PROPERTY OWNERS: State of.•California ) On this th.e• 8th day of January 19`88 before SS. me, the undersigned Notary Public,.persona•Lly'appeared County of Butte ) z n Kenneth M..Hebert and Cindy S. Hebert J NOTARY PLNLIC-CA! IPORNIA Butte County M � Y Commission E xptPes Nov. 16.1990 .t7 ®@JAI0�9mwom®0®®Holz aaamaCMGoa J rI /,Personally known to me. Proved to me on the basis of satisfactory evidence. N to be\the person(s) whose names) are subscribed to the within instrument and acknowledged that —they executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal r otary Public Present A.P. No. �p J C3l END OF DOCUMENT `YTI:�1M 3fTU1. (Erta yo J y i1• +S "^S I 8861 Z z s)laOn4 On JiLR� zjp nOld30 0 R� w♦ Y , R� w♦ ` .� SUBJECT: ,TYPICAL RESIDENTIAL FOUNDATIONS. *` ` BY: FLT. DATE: i1/8t, JOB NO.: 6464-1.' PROJECT: BRANT NIGHTIN�AL| / DESIGNS 6346 LANCASTER DRIVE, PARADISE, ' ` FLT ENGINEERING - 5790 CLARK ROAD PARADISE, CA ,� SHEET 1 OF v DESIGN _CRITER IA: ` .. STUD WALLS, _FLOOR' & ROOF ARE SUPPORTED BY CONC.-RETAINING-BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED '@ TOP BY CONCRETE SLAB OR FLOOR DIAPHRAGM AND AT THE BOTTOM BY -FOOTING. MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f'c = 2000 PSI ` @ 28.DAYS, � - ' REINFORCING - ASTM A615, 8RADE 40, . WELDED -WIRE MESH - ASTM A185, 6x6 _ W1.4 x W1.4 . 21 ALLOWABLE- SOIL BEARING -PRESSURE- 1500 PSF',. ALLOWABLE LATERAL BR8. PRESSURE - 200 PSF, , CODE 1985 UBC ` SUPERIMPOSED LOADS. MIN. DL = .020 x 3 '+`_ 010 x 8 ' MAX. LL = . . V20 x .13��. . 020 x ` ' i �l LOADING PER ABOVE IS CRITICAL FOR BOTH - BEAR ING,( INCLUDES�DL� + LL) AND SLIDING RESISTANCE :(MIN. DL ONLY), ` ..MAX.' LL _ ROOF (SNOW) + ` � ,� ADD'L HEAVY' ROOF DL +ADD' L FLOOR. DL ',+'- LL -'GE OF HEEL LOAD @� APPROX.' 31' F'ROM `WALL' - ` SURCH. . 'CALC'S PROVIDED FOR I.A. 4'-O" HIGH WALL SHEETS 2 3 ' 1 . B. 5'�6, HIGH -WALL _ ��SHEETS 4 5 ' `1 . '7' -EZ' HISH WALL``'-_ ..SHEETS 8--& 7 CONSTRACTIOK DETAILS' - ` SHEET 8 ` MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f'c = 2000 PSI ` @ 28.DAYS, � - ' REINFORCING - ASTM A615, 8RADE 40, . WELDED -WIRE MESH - ASTM A185, 6x6 _ W1.4 x W1.4 . 21 ALLOWABLE- SOIL BEARING -PRESSURE- 1500 PSF',. ALLOWABLE LATERAL BR8. PRESSURE - 200 PSF, PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6464-1 DATE : 11/1986 CALCIS BY : FLT - . SUBJECT; CONCRETE RETAINING - BEARING WALL ________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � SHEET 2 O v GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENTFLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 . ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ' 2000 ` GRAVITY LOAD - DEAD LOAD (KIP) 0.14 - LIVE LOAD (K7P) 0.71 OVERALL HEIGHT OF THE WALL - Hw (FEET).: 4 AA OVERALL HEIGHT OF THE SOIL - Hr (FEET): ' 5 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): � ' 0.38 REACTION@ TOP OF -WALL - Rt (KIP): 0.16 REACTION @ BOTTOM OF WALL -Rb (KIP): . 0.22 HEIGHT OF '0' *SHEAR - Ho (FEET): ' 2.23 MOMENT -,Mw (FT -KIP): _ 0"18 AREA REINF. (IN^2)'' 'd'(IN) SIZE & SPA (IN) _ 0.033 � � 3.75 ' #4 @ � '3.3' � � . `IN. 'VERTICAL REINF. Z .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF,- .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: - HORIZONTAL: COMBINED STRESSES @ WALL | 0.11 < 1.0 FLT ENGINEERING PROJECT. : BRANT NIGHTINGALE / DESIGNS', 5790 CLARK ROAD JOB NO. : 6464-1PARADTSEr CA '1/1' 86 DATE . 11/1986 ( 916 ) B72--0254 CALCIS BY : FLT SHEET 3 OF FOOTING DESIGN: --------------- DENSITY OF SEAL (PCF): 100 DENSITY OF CONCERTE (PCF): 15G 'ALLOW. SOIL_ BEARING PRESSURE ( PSF ): 1500 ALLOW. LATERAL BEARING PRESSURE ( PSF) : - 200 FR I Ct I ON TOEFF I C I ENT — Fc: &35 BEARING PRESSURE REDUCTION C PSF) :' C) z NET. ALLOW. BEARING PRESSURE ( PSF): 1500 PRELIM. FOOTING — WIDTH CINi=:F{ESis 10.80 — DEPTH (INCHES): 6. ;i i DESIGN FOOTING — WIDTH (INCHES): — DEPTH CINCHES): ii i 6.00 TOTAL GRAVITY LOAD — Pv CF.:IP?: 1.35, INCREASE OF ALLOW. SOIL PRESSURE (% ? : 0. 0 ACTUAL SOIL PRESSURE — 0 ( PSF ) : 1350 <. 1500 SLIDING RESISTANCE — Fr (KIP) : 0.32 ::> 0.22 SLAB'REINFORCEMENT: RE I NF C TOP OF WALL- (BAR 1+ 7 :: 4. MAX. -HORIZONTAL SPAN OF WALL (FEET) : , 7.81 DESIGN HOF: I 7.ONTAL SPAN (FEET): 4 SLAB -THICKNESS CINCHES7: 4 - SLAB WIDTH REQUIRED (FEET?: 8.93 DESIGN AREA OF SLAB .REINF. ( IN- /LF? : 0. 029 ALLOW. l"EIUS I LE STRESS OF RE I NF . (KSI): 30 LENGTH OF DOWELS CINCHES:: 8.62 PROJECT :.BRANT -NIGHTINGALE / DESIGNS JOB NO. 6464-1 � DATE : 11/1986 CALC'S BY : FLT ' SUBJECV CONCRETE RETAINING - BEARING WALL _________________________________ WALLDESIGN: ____________ - ' ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 [LARK ROAD PARADISE, CA (916). 872-0254 �� SHEET ^ �� OF' e! GRADE -SLOPE RATIO: ` LEVEL � PRESSURE (PSF): 30 CSURCHAReE 00# WHEEL LOAD 1 9IlE[%T-STRENGTH REINF. (KSI)-. 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)v 20`00 GRAVITY LOAD - DEAD LOAD (KIP) 0.14 - LIVE LOAD (KIP) 0.71 OVERALL HEIGHT OF THE WALL - Hw (FELT): 5.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.5 ^ THICKNESS OF WALL - T (INCHES): . 6 COEFFICIENT - a : ' 1.46 TOTAL -EARTH PRESSURE - Fhr (KIP): ' 0.63 REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.38 HEIGHT OF 16' WEAR - Ho (FEET): 3~08 ' MOMENT - Mw (FT -KIP):' 0.43 ' AREAREINF. (IN^2)_ 'd'(IN) ' SIZE &`SPA (IN> ________________________________________________ ' ' 0.078 3.75 #4 @ 30.7 MIN. VERTICAL REINF.,- .15 %-(IN^2): 0.108 MIN. HORIZONTAL REINF. _ "25 % (IN^2): ' 0.180 DESIGN REINF. - VERTICAL. - HO . ( COMBINED STRESSES@ WALL 0.22 < 1.0 . FL T• ENCS I NEEP-••: I NCS PR0JEC_ T : BRANT N I C HT I I' GALE / DES I C_iNS 5 7'30 --LARK' ROAD JOB NO. : 6-4.64•--1 FARAD I SE 9 C= A DATE . 11 / 1986 CD 16) 87'.2--i 212 1 C_ Ai_: Y S E -1Y : 1='Ll" SHEET 01. FOOTINf-, DESIGN: . M DENS I l"Y OF" SOIL (I'C.:F" 7: i i is i DENSITY OF C 01\11--Ef,:a"E (F'C_F,:): 150 ALLOW. SOIL BEAT:I.I\1G PRESSUf:E ' ('F'L=)F:C : 15oO ALLOW. LATERAL BEARING PRESSURE (F'SF" :) : 20 FRIC=TION C=OEFFIC=IENT - Fc: o. '35 BEARING F'F:ESSUF::E REDUCTION (FSF" :),: C? , NET. ALLOW. BEARING PRESSURE (PSF ) : 15oo PRELIM. F'OOTINI-3 - WIDTH 1 o - DEPTH 6. 4 E, DESIGN FOOTING - WIDTH I NC--:HES) oo _. DEPT -H C I<\U=HES: TOTAL :GRAV I TY LOAD - F'v 0-,'-.'I P) : 1 . 50 1 INCREASE OF ALLOW. SOIL F'F:ESSURE 0. c_) Ai_ TUAL SO I L Pf :ESSUF::E - 0' (PSF) : 15� 0 '`. 15 CK � ' SLIDING RESISTANCE. - Fr (I:::IP) : 0. 58 X o.38 - INCREASE BAC=f FILL Ta SLAB RE I NFORC=:EMENT : , RE I NF @ TOP OF WALL (DAR 40 : .4* ' MAX. HORIZONTAL SPAN OF WALL (F"L'_E.T): 6.18 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB TH I C= --.`NESS (INC=:HES) : 4 SLAB WIDTH REQUIRED (FEET): 14.'27 DESI13N AI=:EA OF SLAB .REINF. (IN-"-2/LF ) : i), 02'_) ALLOW. TENSILE STRESS OF RE I I\IF. (k::S I J : 3o LENGTH OI=' DOWELS (INCHES)-. 13.77 ' FLT ENGINEERING PROJECT :� BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. 6464-1 PARADISE, CA DATE : 11/1986 ' (916) 872-0254 ' CALCIS BY : FLT ^ SUBJECT: CONCRETE RETAINING - BEARING WALL � ------------------------------___ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT, GRADE SLOPE RATIO: LEVEL SOIL E0UIQAL,ENl_SLUlD�PRESSURE (PSF): 30 ' LOAD 1 ` QULu bTR:NGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ` GRAVITY LOAD - DEAD LOAD (KIP)' 0.14 - LIVE LOAD (KIP) 0.71 OVERALL HEIGHT OF THE WALL - Hw (FEET): 7.5 OVERALL HEIGHT OF THE -SOIL - Hr (FEET): 8.5 THICKNESS OF WALL - T {INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.08 REACTION @ TOP OF WALL - Rt (KIP): 0.41 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.67 HEIGHT OF 10' SHEAR - Ho (FEET): 4.22 - : MOMENT - Aw (FT KIP) 1.02 AREA REINF. (IN^2)'' 'dl(IN) SIZE & SPA (IN) 0.185 3.75 #4 13 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN -2): ' 0.180 DESIGN REINF' - VER - HORIZONTAL: COMBINED STRESSES @ WALL 0.50 < 1.0 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6464-1 DATE : 10198` CALCIS BY : FLT _ FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF:Iyp DENSITY OF SOIL (PCF):' 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL B'ARING PRESSURE (PSF): 200 ' FRICTION COEFFICIENT — Fc: 0.35 ' BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 13.60 — DEPTH (INCHES}: 17.05 DESIGN FOOTING — WIDTH ` ' — DEPTH (INCHES0. 8.00 TOTAL GRAVITY LOAD-- Pv (KIP): ' ` | 1.86 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1485 < 1500 SLIDING F RESISTANCE C — r (KIP) : 0.53 < 0.67_ ILL . 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