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HomeMy WebLinkAbout079-080-071' 3309-91B;P,; ;M', MARTIN,,-Frieda-Hart�Bl '38` Hai.t Dr;7 Orovllle , 92-349 BPFM MARTIN, Frieda 38 .Hart,Dr;, Orovllle - ,>_ Lot' 37 +new .sf 0 '*s r i ;t ? E' it ' I 1 • f • I I I I •Cl ' 3309-91B;P,; ;M', MARTIN,,-Frieda-Hart�Bl '38` Hai.t Dr;7 Orovllle , 92-349 BPFM MARTIN, Frieda 38 .Hart,Dr;, Orovllle - ,>_ Lot' 37 +new .sf 0 '*s r.-"` I �� _J �. ��_ s JOB FINALED (D ` Signature _ RESIDENTIAL �• � ' 036-80-0-071 _---- - 92-3490 BPEM ` MARTIN, Frieda . 38 Hart Dr, Oroville Lot 37 new sf J y {t ' ' I �fF ' :t; • 1J. OFFICE COPY i Address i k - ` y GAS Meter By Dat — / ELEC Meter By '. OFFICE COPY Address ' OW Date i Meter By + ELECTRIC>�'���� Meter By Dat63— ¢T JOB FINALED (D ` Signature _ J=OK re O=Not OK Not = Not Ready MOBILE 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 6-1 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 -Con nector 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 �.• ,fit C,-► it -Z MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK*except #'s 1. Zoning Requirements -Setbacks -Easements P` 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. 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1. J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL ' = Date UNDERFLOOR (Plans) OK except #-s backs -Easements - 2 f., Main; Soils-Elec. Grnd.-I (LYFtg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ " tg. Depth 4 , Porches & Decks; Soils -Steel-/ -�Ftg. Depth Stemwalls, Main; Steel -Bloc kouts-Wrapped 6 emwalls. Garage; Steel-Blockouts-Wrapped 6a-11old Downs and Soecial Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 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 L-4ari B-1 Date Card B-1 Date Card Card B - Date Card B-1 Date PLUMBING (Permj1),OK except ft's -- 16e..�W W er Htr_: Vent -Access -Combustion Air -Baffle -------------------- --------- . Water Pipe; Test & Anchor -Nail Protection --- --_ —moi DD.W.V.: Test -Fittings & Anchor -Nail Protection-- ----------- -- .r3 S ower Pan; Test. First Floor -Tub Access ---- - - -- est Tub &Shower, Second Floor -Tub Access - - 29. Gas Pipe: Size & Anchors ---- --- - -- - ------------- - - --------- ----- Date - Card ---- Date- - Card B_1 - Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 25>`E rA & Transformer Clearance -Ins. Protection - ------------------------------------------------------ 2. tlec. Receptacles Spacing -Lights & Switches at Doors --------------- ------------ -------------------------------------------------- 2A,43-ize Boxes & No. of Conductors -Stapled --- --- ,tomnstalled Close to Edge of Studs & C.J. -- --- -------------- --- -- -- --- --- -- -- ----- ---- quip. Ground made up w!Mech. Fastners-Bond Gas & Water ----------- ---- ---_--n- nd made up w!Me h. Fa ----------------------------- Appliance Circuts in Kitchen & Conductor S zerGFl ---------- --------------- ----------------------------------- ire Size r � ga. Cu or AI-A.C..Wire Size � ! ga. Cu or At -- ------------------------------------------ 219. ---------------------------------------2xJ. Range Circ. ! / ga. Cu or At -Oven Circ. / ! ga. Cu or Al. I sulated Neutral ❑ Yes ❑ No -- . ------------------------------------------------- ----------- Jr Conductors &Ground -Main Disconnect ------------- -- 1. E u '. Clearances Panels-Motors-Mech. Equip. --- - --- othes Closet Light -Shower Light -Spa Light - - ------ ------------------------------------------------- - moke Detector --------------------------------------------------- _-a -- - ------------------------------------------------- Card - - - -- -- --- -- - ------- ----------- ---- ----- - -- ---- Date I Card B- Date Card B-1 ----- --- ..---- -------------------------------- ----- - ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 4 C. Ducts Insulation & Support ---------- --------------------------------------------------------------- ent Fan_Exhaust above insulation ------- ----3_ Condensate Drain & Overflow_Size & Grade - 27. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------- ---- - - - -- ---- --- - -- --- - -- - �Jis. Attic Access & Platform if Furnance in Attic Date - (�� Card B-1 Date Card -B-1 ---- - ------------------ -- -- --------------- ------- - - ---- ---- ---- --- 3 --- ---- - ---- -- - -- --- -- - - -- Date Card B-1 Date Card B-1 Date FRyyNNG (Plans) OK except h's 39. Sils, Proper Material & Anchors _ 9A WallsStuds-Nailing_ - Spacing &Bracing-Plates_Sound --- - . - - 41 eanng Walls over Girders & Floor Nailing - ------------------------------------------------------------ - 42ADraft Stop in Walls (rat proof) ---------------- ---------------------------------------- ------------------------ vs. Fire Stops: Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing (Single & Duplex) Date FRAMING (Continued)' Hangers -Post Caps -Anchors -Connectors ?In. Joist-Rftr, ties -Pu rlin-roof Brac-Truss-Shthng.-Rfrig. ice Ties or Type A Flue -Fireplace Throat clearance 48r&ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles indows or Exiting Doors -Sill Hgt. & Dimensions ----- _G�arage Fire Protection Framing --- 5,1i�Property Line Firewall & Openings a2' Ext.Doors.One 3 -Check Garage -3rd Story, 2 Exits ----- - Width -Headroom -Rise -Run -Landing -Fire Protection - _plywood on Roof Overhang -Attic Vents -Rafter Outriggers -- yS,-,.ailing Veneer tu co Mesh -Drip Screed -Fd. Vents-Underffr. Access -- ---------�S7�C1Gzing _ea -Glass Protection -Skylights- Plastic S Walls: Nailing -Bolts ------- ----- Insulation-Walls Ceilings -- - -- -- 60. Infiltration -W IIs -Windows -- - - - - - Dat! {S� Card B_�_ Date �� fs Card B-1 Date4-'f (� and B-1 /�� Date Card B-1 Date =FINAL (Plans) OK except ti's - - Ext_ Ste _s=Door & Sidelight Protection -Landings moke Detector ------------=------- - urnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------------------------ edroom Exiting ------------------------------ ----- I. & Bath Fixtures & Tub Access -Spa C�Eiec'Trim & Subpanel: Breaker Sizes & Labels - fairs & Rails ----------------------------------- — StoveClearances-Hearth Outlets at Wood Panel: Int. & Ext. Fixt. & Appliance: Grnd.-Air Gap-CookingGap—CookingClearance - - - - - — Cle-ra- nce -------O eutlets & Receptacles at Kit. Counter ---------- - ------------------------ ----- 1,4-4aarage Fire Door. Swing -Landing -Closer - - C. Duct in Garage -Damper . Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In arage: Above Floor-Mech. Protection Plb.. Elec. & Mech. Equip. Listed for Location ec_ Receptacles in Garage: (G.F.I.)-Romex Protection sulation Foam -Looked in Attic ❑ Yes _Beck Construction Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ .... _ --g -------- Drive ---- --- - ol owin instld.; Drrive es ❑ No; Walk se'B"Y s ❑ No: Planters ❑ Yes ❑ No__ L; uco Brown -Finish ef4-7�Unit: Disconnect. Electrical, Plumbing encs Above Roof: Plbg -Appliance-Fireplace.-Clearance to Openings _ _ ater a isconnect, Electrical, Plumbing -- . xterior Elec. Trim; G F.I Receptacle -Underground . Ventilation Throughout House - -- - --- ---------------- -- ------- --- rotec on - - - ---------------- ---- ---------- 6. Correct' s from Previous Inspections - - -- ----------------------------- ---- �'j//y-fy st-Meters Tagged; Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval — nergy Compliance -Certificate -Other Certificates — Dat Card B-1 Date Card B-1 rc... �:_-___-- -- Dat - Card B_1 _Date _— Card B-1 --�-�- __Y4 Card B-1 Date Card B-1 Comments at Final u �"4 COUNTY OF BUTTE BUILDING DIVISION :DEPARTMENT, OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r-7 Z Ste- a ,OWNER PERMIT NO. t .Airoutineiinspection:indicates that the following violations of Butte County Ordinances exist at t the above zddress and should be corrected. Please notify this office when correction of work iistcorrcpleted1f'you`have any questions pertaining to this matter, or need additional explanation, -` please ccont Anis office immediately. !Date �"���' �� Inspector ;REV IIW2 - . .4. r-,.r..—,.�--.--+�-.. �.-. yr�-i .mac, .:1+^ ,,"`�.-..+f�-..+a'+•-V^.k,.u...-,rr�„-,...r--•..:•t.- t . . '» .r �: qtr r COUNTY OF BUTTE DEPARTMEM OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307:.. , CORRECTION NOTICE OWNER PERMIT NO. ' .x A routine inspection indicates that the following violations of Butte' County Ordinances exist at 'f the above address and should be corrected. Please notify this office'when correction of work . '. is completed. If you have any questions pertaining to this matter, or need additional explanation,t plea ntact this office immediately. w~'A'rI Date �� Inspector REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER � PERMIT`NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date / �-� / Inspector/--:: REV 11/91 It.., Owner: l) de -a Pcrmit ENERGY CERTIFICATION LOCATION A.P.1 DESCRIPTION OF -INSULATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. EXTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS t� i� ` 'THERMAL RES. __/ CEILING BATT OR BLANKET TYPE—FIBERGLASS .BRAND NAME Certineed THICKNESS THERMAL RES. LOOSE FILL INSULSAFE III BRAND NAME CERTAINTEED .THICKNESS ��THERMAL RES. 3 FLOOR—ELEVATED MATERIAL Fiberglass BRAND NAME Certineed THICKNESS THERMAL RES. FLOOR—SLAB INTERIOR WALL MATERIAL Fiberglass BRAND NAME Certineed THICKNESS THERMAL RES. I HEREBY CERTIFY THAT -THE ABOVE INSULATION WAS INSTALLED*IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF. CALIF. ENERGY REQUIREMENTS. HAWKIN HASTA INSULATION. LIC A650722 r' Ihereby certify the above .insulation and all required items as shown on the building department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically. approved by the State of Calif. «------------------------------- ------------- : NAME/OWNER (PLEASE PRINT) STATE CONT. LICE I SIGNATURE OF GENERAL CONT/OWN'El DATE This certificate must be on file with the Building Dept. prior id -Final. i and nnctod .,t 0-t.4- .►._ I At __ I, r. 'i 8;26- -FROM 757 GP SACRAMENTO CERiIIRCATE OF CUTE §FThMa„• PAGE.004 CIO � CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. ONE are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (RITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in t-iOMEDAL_E I IDAHO . _____ , which plant has a quality control system -approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. _u ■:,�,111■mo.'s%-` ■► JOB LOCATION- SACRAMENT0, CA CUSTOMER'S ORDER NO. DATE P_ / t 2 /g3 MFGR'S ORDER NO, 4110 EYTER11112 GI.UE, DOUGLAS FIR/LARCH 24F—V4. ARCH/ IND APPEARANCE, 1 I Nn Y u t D110 WROP,— N13 SEALER, ONE END WILD, NO SHOPS. VARIABLE CAMBER., SIGNATURE � �� COM9ANY FILLER KING COMPANY _ TITLE U- I" SI IRFrRU I SCIR ADDRESS _P 1855 HOMEDAL_.E,jD OATS A/TC HEREB Y CERTIFIES That the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and -that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard. in respect of any specific or particular product is the We responsibility of the manufacturer; AITC's guarantee hereunder being that the' said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC inspection Bureau. AiTC FORM IBCA AITC Certificate No -78014 A. AMERICAN INSTITUTE Of TIMBER CONSTRUCTION (D 2983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION °tAYr11 '93 8:25 'FROM 757 GP SACRAM4ENTO PAGE.003 Tra. r tdwray wM f. trw.Mrrrwrwd aratrtaY w prepry r7 1 (.gM.GHrrO BILL 01 '4 ADING !t �adea4 M.�b.d, y.cfa9•4 aarRM M IrmM.� rM ati fn all* ORIGINAL -'NOT NE130 /1BLE , � �}- 'Candor NaM FILLER KING .COMPANY Addreaa Comer of Pioneer and Jump Creek Roads Shipper No. 4130 MOM No. P.o. Box 185 - Homedaie. Idaho 83628 Carrier No. MC No. (208) 3s73134 FAX (208) 3374139 Date Infrsstan No.. T°' GEORGIA PACIFIC CORPORATION - FILLER KING COMPANY — tfn Oe1.ef en OM+7 db��•a. fr rtaa.'COP warp voR (wive M rdWOrl� aarrr... Q r elrrWr peNd.d r Ida �8G 8ae. i 5;0CRAMl=NT0_ EA an HflM>=nof P_ Tr) A-kf.aA 2b C060 9,16-481-4444 TOTAL WARGES. FRE)3 rTcwrA6M: tEIGKT MEMO cht box f atfpta d•.cte � bb.lLDa� ME � - t —` -� :.mss - : • �Q 32 -LL �wz.■�•.�� 60 Received In Good Condition By: Note— WNM the ricte 4 ovenaent an value• efttvem are rvaukw to svfe 1peeflralty MwfRi+q dre agroed of de¢fard YOM d Ws 91 OW rn.= dW The agreed or dedarvd value of tft properly Is hereby spotiTr=ftY anted by the ehsW traaa y,.ro.. w be rot a ceaedlftg. w Y to be M•md b f. ftmi" ew b2-bq Ag—M .tlr:a �rewa drr�a aid J dlr. (31p+ia.d �9^ri REeovED•«tim tom.e&&2&T3d«r.bwftwayreemsnea7r,w+«ca+e»aurae.►rn»an+.9rndtmdnp.,h.prsaroe..:AWabove lnvppwernyoWadx..n�, mnoted(omw widewmandowt«e 4f dicabd rrrR+rotardmerf.d,�t�a7a•d,mildawkwelrteabove -loll saw qar+:se(theM'dCwlwtdnpundwifwde�reLVhouttirleoorrtrarta.ff"', atrrypraaraaerpr t.Per.a> 01 re. ddtMwabKf„ne«MeorrtraU)greve o qnJ to to ural Prdefv.ry d t sdd d.efnabay, Mit rou. a@or* as b d..r awta oMw edrrir en therwrtete fid d.dlfrefen k ti me41aJ agwd r b.aN tb+i.l0l al oraaf' et, and proprb ovw ap Or MI perean d and rage b deeinaforr ane as b aatlr pally d arry Mrr. kdrreaad in e! ar arry d add wr.Derb, drat 4.+7 awia. to b perbmnd lrreurater ettft b. erbjaat b atl ti» bA d ladnp t.rrrs and aardifOnt in f1r 9awni+q c'�efioe60a on tw daM of st*~ Stiww hw.by e.rdU drt be 4400W *Rh al IM No ar rdiep t.SD�;rd aorAlll" In thn gum. q d.f#TiC* and dr. acid tams a/d pxr66oa+ ars.ff.r.by a9rwd to bytA. atGpp.r and acapr4 fGr Mart and Ha efaiPb. J • �� ,1 .raJ t • ARartwin 9C to deetpt>Qd HuFftw Userfak is d ll b True 4C of the Q& d FWvW Repumtione Manhvrad a!>n!➢nr the Fp¢atdow rltoarftf k ht flarrFeMIN Utdtdhlp ttvttpt haf bl to bansporWion (1 72 W4) TOTAL WARGES. FRE)3 rTcwrA6M: tEIGKT MEMO cht box f atfpta d•.cte � bb.lLDa� REeovED•«tim tom.e&&2&T3d«r.bwftwayreemsnea7r,w+«ca+e»aurae.►rn»an+.9rndtmdnp.,h.prsaroe..:AWabove lnvppwernyoWadx..n�, mnoted(omw widewmandowt«e 4f dicabd rrrR+rotardmerf.d,�t�a7a•d,mildawkwelrteabove -loll saw qar+:se(theM'dCwlwtdnpundwifwde�reLVhouttirleoorrtrarta.ff"', atrrypraaraaerpr t.Per.a> 01 re. ddtMwabKf„ne«MeorrtraU)greve o qnJ to to ural Prdefv.ry d t sdd d.efnabay, Mit rou. a@or* as b d..r awta oMw edrrir en therwrtete fid d.dlfrefen k ti me41aJ agwd r b.aN tb+i.l0l al oraaf' et, and proprb ovw ap Or MI perean d and rage b deeinaforr ane as b aatlr pally d arry Mrr. kdrreaad in e! ar arry d add wr.Derb, drat 4.+7 awia. to b perbmnd lrreurater ettft b. erbjaat b atl ti» bA d ladnp t.rrrs and aardifOnt in f1r 9awni+q c'�efioe60a on tw daM of st*~ Stiww hw.by e.rdU drt be 4400W *Rh al IM No ar rdiep t.SD�;rd aorAlll" In thn gum. q d.f#TiC* and dr. acid tams a/d pxr66oa+ ars.ff.r.by a9rwd to bytA. atGpp.r and acapr4 fGr Mart and Ha efaiPb. J • �� ,1 .raJ t • ARartwin 9C to deetpt>Qd HuFftw Userfak is d ll b True 4C of the Q& d FWvW Repumtione Manhvrad a!>n!➢nr the Fp¢atdow rltoarftf k ht flarrFeMIN Utdtdhlp ttvttpt haf bl to bansporWion (1 72 W4) COUNTY OF BUTTE - DEPARTMENTOF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 90 - lc�j / ASSESSOR PARCEL NUMBER • 036-800-071 ZONING AR BUILDING PERMIT owR trieda Hart Martin TELEPHONE 533-9323 SQ. FT. OCC. BUILDING VALUATION 1,930 R 104,220.00 OWNER'S MAILING ADDRESS 195 Parson Lane. Oroville 95966 828 M 14,904.00 CONTRACTOR'S NAME nwnpr TELEPHONE l� 132 C 1,716V.00 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER Nonp UNKNOWN Total Valuation $ 120,840.00 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 671.00 ARCHITECT OR ENGINEER NOnp LICENSE NO. Plan Checking Fee $ 335.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $1,041.50 PLUMBING PERMIT FilingFee 15.00 Each Trap 2 5.00 60.00 Solar or heat pump water heater 20.00 LOT NO. 37 SUBDIVISION NAME 1 PARCEL MAP 128-74 Water piping 1 7.00 7.00 Each qas water heater or vent 1 7.00 7.00 USE OF STRUCTURE SFRI Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 1. 5.00 .00 Building sewer 15.00 15-00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: New 2 Bedroom Single Family Permit Fee $ 109.00 Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service 200AORLESS 1 18.50 18.50 Main service 20GATO IOOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No..F/93 6% Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING occu�$ 3.6asq.ft. 96,50 OR ADDNS. 1 ACC. BLDGO NEW CONSTR ULTI.OUT LET @ 5.00 NON.RESID BRANCH CIRC ITS POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76 FIXED APPLNS. EX. Occup. OUTLETS ((RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 130.00 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 FilIng Fee 1 15.00 Heating 1 ,00 9,00 split Cooling 3 Ton 1 9.00 9.00 Hood 1 6.50 .50 Ventilation permit Fee $ 39,50 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 Countyot 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 against said County in consequence of the granting of this /permit. X r���'�� Date 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.;�t=F Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 occ CONST TYPE V OTAL FE $1 3 0.00 HAz I D FEEV --- - IMP I FLOOD Of I PARC F�1 PD ISSUE I/ This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work cated above for which fees have been paid. PUBLIC WORKS BY DateR-zy-Qz PEMIT EXPIRES Date it. - -L -9 Receipt No. 125963 WNITE-D.P.W., YELLOW-A99[930R, PINK -INSPECTOR, GOLDENROD -APPLICANT i r COUNTY OF BUTTE - DEPARTMEN f OF PUBLIC WORKS d• 7 County Center Drive - Oroville, Catifornia 9,5965 - Telephone. 916,538-7541 It APPLICATION AND PERMIT I �MIT NO. � S� �c ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER i e Gn�© TELEPHO E ,FT: OCC. BUILDING VALUATION5J3-9 MAIPG ADDRESS ` 5 � arson6 EgOOWNER'S � CO TRACTOR'S NAME TELEPHONE / I CONTRACTOR'S MAILING ADDRESS Fireplace CO TRU�CTION LENDER CM P— UNKNOWN Total Valuation $ Filing Fee $ 15,00 MAILING ADDRESS Permit Fee $ 6121,00 ARG ITECT OR ENGINEER 1/1�� LICENSE NO. Plan Checking Fee $50 Ener Plan Checking Fee Energy g $ Q ARCH33 ITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BU117t I O� U p Q. Permit fee PLUMBING PERMIT Filing Fee 15.00 Each Trap 04 5.o0 6o,00 Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME P CEL AP Water piping 7.00 ,DO Each qas water heater or vent 7.00 ,00 USE OF STRUCTURE SFXDuplex❑ Mobilehome❑ Other -. SPECIFY Gas piping system 1 - 5 outlets 5.00 S,(90- -,OSFX Building sewer 15.00 /5 0 Mobile Home S I G I W @ 15.00 i TYPE OF WORK New Addition ❑ Remodel ❑ InstallationE] Other Utilit�es [ ❑ Describe work: C2 06 _ Permit Fee $ l0q, Qa Contractor ELECTRICAL PERMIT Filing Fee 15.00 00V OLESS Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury check one p y ur p l y : ( ) ❑ 1 amlicensed under provisions of Chapt. 9, Div. 3 of the Business and Profess s Code �ajnd my license is in full force and effect. / License No. 9 Classification 01 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) - ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A1 37.50 NEW CONST. / DWELLING OCCUP.tr OR ADONS. l ACC, BLDGS. 6Q sgft S NON.RESID R. BRANCH CIRCMULTI-OUTLETITS @ 5.00 POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup(ourLETs OR FIXTURES 20 76d f1 Ex. Occup. OUTLETS (RESID.)FIXED APPLN REA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 1 15.00 Misc. OVirin g 15.00 Permit Fee $ 0 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 FiIingFee 15.00 Heating Cooling g Hood 6.50 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 Countyot 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 against said Count in consequence of the granting of this permit. %�` "-IDate .�f`�� d - Signature of Applicant — Owner F] Contractor Agent ❑ An OSHA over 5't)" deep and demolition or construct- ion of structures toverr39storiesain height. Mobile Home Installation Fee S Energy Inspection Fee $ CO PE i(�// TOTAL FEES t 00 I HAz ^- 1 0; IMP FLOOD CDP I PARC PO HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT .1 COUNTY OF BUTTE .,� PARTMENT OF PUBLIC WQFW- BUILDING DIVISION 7 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER / r, fda A(1 44t/��� 4 A. R No. Proposed Building Use Building Inspector Date WOO/Y601- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 31 All items have been submitted . ........................................ 1. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. 4. 5. Complete plans, 3/4 sets, signed by preparer of plans. ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 6. 8. KZ 9. 10. 11. � --- 12. 13. 14. Engineered truss details and layout in duplicate (required prior to plan check). .... 15. 16. 17. Mobilehome data and manufacturer's installation instructions, 2 sets. .......... 18. 19. Fees f$ .......................... Impacttfees as shown on attached schedule. ...... 1Z 5 20. 21. . Flood elevation letter (100 year fl oQd ��ff I�q rnia Engineer. . Sanitation and plot plan approval f�,��6(b Health Department .............. 22. 23. 24. �n (t 25. 26. 27. 28. 29. 30. 31 All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans. ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ........ : ............. Engineered truss details and layout in duplicate (required prior to plan check). .... A) -q -92 Mobilehome data and manufacturer's installation instructions, 2 sets. .......... - Fees f$ .......................... Impacttfees as shown on attached schedule. ...... 1Z 5 California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year fl oQd ��ff I�q rnia Engineer. . Sanitation and plot plan approval f�,��6(b Health Department .............. City of Chico plumbing permit . ......................................... Plot plan and business license proval from City of Biggs/Gridley. ............. Planning approval for (A) User Parking: (B) . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... Driveway permit (construction approval required prior to occupancy). ... . Pre -ins ectlOn for Pre -Inspection reque-d -- p required. . . to Building Inspector (Dale) Contractors license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to owner , Mail to owner ). .......... . Recorded copy of Agricultural Acknowledgement Statement . ................. . Letter of signature authorization . ........................................ . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ........................................ . Mobilehome utility clearance . ......................................... . Documentation of legal access . ....................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . Existing violations/expired permits . ...................................... When you issue the,permi rocess as follows: Mail to -owner. Mail to contractor. Telephone '� and hold for pickup at 011Q V i office. Deliver with inspector. Other Parcel Creation Acreage Applicant """" Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Alr Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior top mi 'ss e: (Circle nt check dove). 1. Index permit for above items No. / 2. Additional items required: 1, dont_ r esi ner, own�y -te was advised of above required data by phone -mail Counter b �rJ� Contractor, designer, owner, was advised of above required data by - phone _ mail Counter by - Date Plans checked by Date Plans approved by o�,-� Date '- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE — DEPARMIENT OF PUBLIC WORKS — BUILDING DIVISION 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 OWNER I ►" i e a 140 rt l a ►" f i y1 PROPOSED BUILDING USE 3. School Distrid�- Fees 01^0 C. LC' Mil . (paid at District Office) Sheriff Fees (paid at Building Department) A. P. NO. OcJ(9 ?'d -0 DATE REC. # DATE REC Residential .......... _X 30 =$ unit amt. Commercial(per sq.ft.) % =$ sq.ft. amt. Urban Area Fees (paid at Building Department Residential (per unit) X _$ # units amt. Commerical(per sq.ft.) % =$, sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other �as913 At time of permit application, I was advised the above fees are required to be paid prix= to issuance of the permit. APPLICANT �'!�� DATE 9� RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) C Bldg. .Permit OWNER °A.P. # �3 !�6 - - Plan Checker_ /15 GENERAL r ning requirements: (sideyards and number of permitted living units). luation. ans signed by designer. oper description of work on application. isting violations on property. ems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). corded notice of violation. PLOT PLAN f omplete parcel size and dimensions. etbacks, sideyards, easements, etc. ther buildings or structures. rading, fills, drainage. lood hazard. pecial conditions onfcreation map, (noise, CDF, fire sprinklers, non-comb- stible, and foundations). AU & FAS road setback. uilding or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205).. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-5). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3`0" exterior exit door (sec. 3304 (f). Vireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). ,447—Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. • Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete Roof construction details complete enough to Fireplace construction details and talcs if V.Rafter ties or bearing ridge beam. age door or porch header sizes. d heights. be soils - special foundation design. aining walls requiring design. cial Inspection required. enough to construct building construct building. necessary. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails t(Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection.,, 36" halls and stairways. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two exits on three-story dwellings (sec.- 3303 & see Mezannines !.:.Attic access and ventilation (Sec. 3205). U erf loor access and ventilation (Sec. 2516). on garage side - 1716). bustion air for fuel burning appliances - L.P.G. requirements. . Noise requirements on duplexes. -4-37-Energy design. . lashing at all exterior openings. DF responsible area requirements. WP0 lec 6J BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORKV0UNTV0FBUTTE (One Form Per Building) - BUILDING DEPT N O y 1 * 1992 School District Oro /P W1 +" Building Department No. A.P. Number E�YZ-�%I Jurisdiction 0 City V County Property Owner Property Locatic Subdivison Lot No. Residential DevelopmentSq. Footage No. f Living MHI Addition (Group R) Units Y i Commercial/Industfial 0 0 Sq. Footage .: w New Addition (Including Exterior r Roofed Areas) Building Departme presentative Date (Floor Plans reviewed by School District Personnel) District Identification No.� (o School District certifies that ,� Alc.� (Applicant) (Street -Address) (Phone Number) (City) (State)^ has complied with the requirements of Resolution No. 9 � 0 representing U square feet. School Paid by Check Number Remarks: Bank Number D Paid by Cash (Zip by payment of $ ����7~, .Z2 'i Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being. reviewed under the; California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department),Pink (school district) feeformmkf (4/92) PERMIT NO: 39-90 Lake Oroville Area Public Utility District 1960 Elgin street OROVILLE, CALIFORNIA 95966 ' COUNTY OF BUTTE 533-2000 BUILDING DEPT DISTRICT APPROVAL AND N 0 V 1 3 1991 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: Applicant: Applicant Address: Applicant Phone No.: April 24, 1990 Frieda E. Hart Martin 195 Parson Lane, Oroville, CA 95966 533-9323 Property Location (s): 38 Hart Drive Copley Acres No. II - Lot 37 '7I A. P. No. (s): 36-80-*-1- Fees due: $275.00 Connec-ti an Fee and $s4001 00 SC -OR amity Charge due. Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: M Lake Oroville Area Public Utility District release to close permit: Date: By: 0 0- U I I J U RECORDED IN OFFICIAL RECORDS Return to DPW AGRICULTURAL STATEMENT, OF ACKNO DGEMENT CF BUTTE COUNTY. CALIFORNIA 'FOR RESIDENTIAL DEVELOPMENT ST OF MIDVELI CY TITLE CO. Section 26-8.1 of.the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit.SG_ 7750 . 1986 MAR 12 AN 11: SO The property described herein is adjacent to land or included :LEANOR K BECKER within an area zoned for agricultural purposes, and residents of thiAERK-RECORDER FEE 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'Pages 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. I All that real property situate in the County of Butte, State of California, described as follows: Lots 1 through 70 as shown on that certain Map entitled, "COPLEY ACRES SUBDIVISION UNIT NO. 311. Date: -& — / 2- -6(::2 STATE OF CALIFORNIA PROPERTY OWNERS: COUNTY OF Butte } ss. On- March 1 1 ,_1,996 , before me, the undersigned, a Notary Public in and for said State, personally appeared BOB MARTIN known to me to be the person whose name is subscribed to the within instrument as the Attorney in Fact of FRIEDA HART MARTIN and acknowledged that --- — —he ,yibscribed the name thereto as principal own name as Atto a in F ct. WITNESS my ha d o al s al. Signature DANIEL F. HUNT Name (Typed or Printed) 19 , before tlly appeared. a me on the basis Eactory evidence. subscribed to It -► contained:_ OFFICIAL SEAL i and official seal. DANIEL F. HUNT NOTARY PUBLIC - CALIFORNIA PRINCIPAL OFFICE IN \= BUTTE COUNTY , MY COMMISSION EXPIRES OCT. 1, 1986 (This area for official notarial sea]) Public 01 For 3x'�,a �• x� •t,�� .Urgent Date ���, Time ,hie -You Were O.ut- '�' M Offf'-' Phone\,5-313,—: ,5-J c AREA CODE NUMBER EXTENSION - Telephoned Came To,See�You,❑ Returned Your Call ❑ * ',Please Call ❑ Will Call Again ❑ , Wants To See You ❑ Message Signed 011 . r" ADAMS BUSINESS FORMS COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Canter Drive - Orovlllet California 95005 - Tolophon®, 010/538-7541 APPLICATION -AND PERMIT ,L! 36-80- �� , BUILDING PERMIT OWNERSO. TN W4 4A 6 933-9323 FT. OCC. BUILDING VALUATION 9132 R 1 ns, 987 OWN 1 DDR 0/ 15PASNLN OROVILLE 95966 917 M 9,306 CONT 'SN M SAn TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 19 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checkin Fee Energy Plan C king Fee $ 15-00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 38 HART DR 0R0VTT,T,F Permlt e $ 760-79 PL BING PERMIT FllingFee 10.00 Ea rap 2.00 20.00 Solar or h at pump water heater 20.00 LOT NO. 37 SUBDIVISION NAME PARCMAP Z -Z W Ing- r10 .5.00 5.00 ach Jas water heater or vent 5.00 USE OF STRUCTURE SF EK Duplex❑ Mobilehome❑ Other' SPECIE Gas Viping system 1 - 5 outlets 5.00 ding sewer 5.00 1 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK New [TX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 3BR Permit Fee $ 99 nn Contractor ELECTRICAL PERMIT Filing Fee 10.00 / Main service 8001 OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury p 1 y (Check One): I am licensed under provisions of Chapt. 9, D'.3 f the Business Profess ons Code and my license is in rce and effect. Q �f License No. •'�4 Classificatio ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work, and th tructure not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively co ract �th licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. sl ess nd Professions Code for this reason NEW CONST. DWELLING OCCUP.y OR ADDNS. (ACC. BLDGS. , ft �2escl 66 -35 NEW CONST R. U TI.OUT LE N ON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUSeand (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20®30t .200030 Ex. Occup. OUTLETS FIXED P(RESID,)LNS.REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 86.35 Contractor WORKMEN'S C P NSATION SURANCE I declare under penalty of perjury ( he one): ❑ The permit is for $100.00 ( alua 'on) or ess. pl 1 have placed on file with he C of Butte Building Department a Certificate of Workmen's ompensation 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 th' 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. MECHANICAL PERMIT FiIirig Fee 10.00 Heating 0 Cooling g OVER 3T 11.00 Hood 3.00 3,00 Ventilation 1 .00 3.00_ Permit Fee $ 33.00 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 agains said County in consequence of the granting of this permit. yy� ,�l 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 $ 30.00 occ CONST TYPE - TOTAL FEE $ 965.10 E rAz. CUA- PARK scNL FLD PAR PD ) HD• ISSUE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. 100868 WHITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR, GOLDENROD -APPLICANT - COUNTY OF BUTTE - DEPARTMENT PUBLIC WORKS - BUILDING DIVIS OhP'�l�-- !/r • 7 COUNTY CENTER DRIVE - OROIVIRL CAr ORNIA 95965 - TELEPHONE: 916/538-7541 ,, PERMIT APPLI�A ION DATA SHEET, ; n `•4 P�rmitINO. OWNER ! /L� /¢ A61 -1V, .,c A. Com— (9 C Proposed Building Use '�f % Building Inspector No. Date 9 9 • Y. At time of permit application, I was advised the following data must be submitted prior to permPFOssing and/or issuance: DAT RECEIVED APPROVED 1. All items have been submitted . ................ ........ U ............ 2. Plot plans in duplicate/triplicate, signed by preparer of plans....... 3. Complete plans in duplicate/triplicate, signed by preparer of plansIN. 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 6 n�eck� 9. Mobilehome installation data including manufacturer's installat" n instructions .............................. .. . 10. Fees of $ 11. Chico Urban Area fees paid .........../-trric*t`f*e**s**p*a*i`d­* 12. Park fees paid . --(� 13• AZu ekA4 School Di ............. . — 14. Sanitation approval from Ld/ A061.6 ealfh 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) Parkin ...... Improvements may be required. Contact Land DeveI pment Section DPW 9. Driveway permit (construction approval require prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information ( Name Style, Classifications ... 22. Certificate of Workmans Compen a ' n Insurance .................. 23 Owner -Builder Verification (Giv to w,ner ❑, Mail to owner ❑) ..... I W Recorded copy of Agricultural Acknowledgment Statement ......... 25. Lte4�i orizati L When you issue the rmit, proc s fas ollows: Mail�tt wrier. Mail to contractor. E'er Telephone Sand hold for pickup atL_office. Deliver w/inspector. Other Applicant _\3 r ► "0'-� Date �3 wre L.j ? Copy of Haz-Mat form se f Health Dept. Fire Dept. Air Pollution Date Copy of plans sent ealth Dept. Fire Dept. Other Date By The following data must4e submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No.— 2. Additional items required: 19V ATT ontracto e , owner, was advised of above required data by phone__jnail_counter b .date '�Jo Contractor, oesigher, owner, s,advised of abov eq��ed data by—phone —ma ll—counter by date Plans by 1L— Date�Plans approved by Date Sets of plans on hold in —File File cabinet/ AP folder Copy—DPW �� `r'/ E/�✓ '� I L'�� �i�.' 12/90 /1 2T-1 'RESIDENTIAL PLAN CHECKING .GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306)."2. Guardrail details (Sec. 1711 & 3306(j). 3. Brick or stone veneer (Chapter 30). 4. Exterior plaster - weep.screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter 32). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 11. Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. �15. nergy design. 16. Flashing at all exterior openings. 17. CDF responsible area requirements. /0 t q) W. -s . A-4 v o --r- I Iv ct v pC-,\) I N P 6c y- A& E �-, �3s .-, s�►�� rz 1c�F vs N�> - 64F- V9 dK� /o 4-q I lZ� Q , Z �Ud7� O — S I M i L' v A VL -70 I RESIDENTIAL PLAN CHECKING GUIDE ,12/90 (S.F., DUPLEX & MISC..ONLY) Bldg. Permit # OWNER M��11� A. P. # 3G -$b--7 Plan Checker 1� GENERAL 70 ing requirements: (sideyards and number of permitted living units). ation. 3,_�lans signed by designer. 4� Proper description of work on application. Existing violations on .property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). _Z__Re�c-"--d-ed notice of violation. PLOT PLAN 14. Complete parcel size and dimensions. 2b"--8 backs, sideyards, easements, etc. 3/ Other buildings or structures. -Trading, fills, drainage. 5 (l Flood hazard. Special conditions on creation map, ustible, and foundations). 7. FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - 8. uilding or utilities across lot lines (Record form). F�LOOORR PLAN 1 omplete to scale plan with dimensions. r equi en windows for light and ventilation (Sec. 120.5). 3/ Required windows for second exit.(Sec. 1204).,, 4. Skylights (Chapter 34 & Sec'. 5207). 5. Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights -(Sec. 1207). 7. GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). 8. Light fixtures, switches, receptacles, and *exterior receptacles for main- tenance of mechanical equipment. 9. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - 3'0" exterior exit door (sec. 3304 (f). 12. Fireplace and wood stove location, alcoves, and clearance. 13. Smoke detectors (Sec. 1210). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. 3. Foundation plan complete enough to construct building. °`�`a'vu construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. rrece construction details and talcs if necessary. les o be eam. 9. Garage door or orch header sizes. 14?�.Stud heights. 1 . Adobe soils - special foundation design. 12. Retaining walls requiring design. 13. ecial Inspection required. SHT. ] OF 2. = - 6,attv Count L^JD OF NATURAL WEALTH AND BEAUTY ;-� DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE 2 OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 TO: ��C�(��L tilOdrr/FY FAX NUMBER: ATTENTION: REGARDING: A.P. NO. �� -SO 71 SUBJECT: f1C16-)4 T/eIET A%�'XT1/v SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY. [ ] FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JOHN R.. HENRY, P.E. PLAN CHECK NGINEER PERMIT NO. 337 rg� f�®GCSE BUTTE COUNTY BUILDING.DEPARTMENT A. P. NO. R0--7PERMIT NO. ` Of -V1 PLAN CHECK LIST- IV -1271-1(1 s'Y7: Z OF Z DATE /� 8 �� PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS: / • C,g-Z GriI711 mg -8 m6 C OR4t; r-odZc45- -fv c1y-3fz/2v �-- `7b A .mm -w r���o LOAD LJ UE �- /�� eruct 10 ��sCJMF LI/IND 0MRULS 2-ec"Fr',r P-Af� EZECO(Y aA)S' .4-1/?/V ZE15 YC aW72,3ZS C -&IU B fi 20 ftZ. W IND_ P = Ce Co, 9t, 71 Lj harms. 0.7 7--4vr> "S" �n,'j K � •3 rC I� � �3.�0�1 p��_-� 9s Z /S-psf C7S.�,�h) ' V7 - 0,'-7 K. r 3 x IS t PS ✓ ` ,o U Tom. zM-'E­ isvl�. - � i c� t oco I►�� NOT \J V4 4 V 2 TUM-. I <C S. W he' Z/4 S= 1 O CdA -D ABX 2.2 -t- C 2X69 +2tki3.S) C M) V, 8 =q&OLD Ibs V-2- O-I-Isk l ➢C 1 PcaND<c- ((O' QD z iO,UBU M.Mv. C nl w_- X U1 rNi 0 1 N i5mv\Fc-;- - CkWWTIM,' Uw "<_43,5 4-{7.2-'K HMNgam) x 15,117 7�Z311�< IU.O lbs 1=•/'1`(Z11t L�UWf�,Cj C� U �l..,g 6. �w 4D LLJ sb7 \AA&M LOAD S�GIQ---j tu I NYO L% ftD dti EX ft-exwm VWT-) OF c !Iaoyr- /7 z/ X 6 38 14-.s MeXIMUM VNI r StrE;�rk IA/ O11.W M2.<17W /1-r j5t4D &III&T L) -2r, 4� 5 01, 29 A., IR-, J A107S" 7)1i� /%PX7 /209� S1t±?4-T?-r1AA9 L --9P �XR Z 6ve''Exr) 7//z; L41-1 T -1-t Bgd it lAtC5 -O)V 2" 1nEMBLj7zs — NO Zllyl-V-Ckf:eG79 4c7-2Zeq5- 49X eerA..o, 7,7N(la4P cZIA)7S PA -RAW iff Z. 975 Cff,4-0 VO &A191WA65D) 7S IZI 7 7 EY--) h -r. Z 3 IL /v q- 7'/ 7SI" oo/< ,9 in LA 11.e4_. fMiftt UMM 1,Tj CtMOS-r TA -wo 2 BQ1 1(34 Sc /-+3,S Sk, = 7413 1613 1:hZZ,C1W,o6�' 57US b&. C WJ1Z 0 A4f Ml?kn -F� .',37S pft-?3 =4qqAT e' L2F, AD Z OL (KTTOV� ('24 2906 = T -. 2-S /CZ, X 4OF9=- 022,9 /6') > 2-oeer 0r241 77Z-#7NYFE7Z (s spact5F /0 ZAP Ss 075: 5 ZIM L' y6d AIR&S e:DA:0/,4rX/`-R? 2 14la- /6 a AMTS O(r-kt- 51 Off C SPIL't C46F zi, ED MM b,-5�9 IL=a X= -s zC1. si� U/9 = SEZq "M6251 -S &+-= lbr-1- %X I Pr-, PA ft%kWW)Ak 2X 130 200k�IC4 CY, V2." GI P SV*E f ��tErk w IV& �LG h -T Pn—im SZ:) 4- - C= - 2 ,y I, i ' i I t i v . w l U\a S"a = MON . 1 i 'Y)-�C PSI �� . ' ►� 0. - ISI S� WX—SL 6 XAC7 = cow z - i I I < *)nl 0%7 MTW Ste.;Do 31 'ter W a -LV U-001 Q V)VN . (Z O ; U) fY1 'ZD' Q) ti,Z/Y �l'1 -676 FZCt* = CafWUSiR-RO 7 ?vzw s-1'1rUr7 C2 A'3 CLg7' xx-7/ b!�P 9 tZDUU 7/Vp 4 mil z 7267fn �l�d s'7) �bR z s o)7 crL) ®c)B 'I L wr'7 �/1 4 w2l rYI J90W; GP G-?77deAl 0-667 1 10 �b MON CIO SS3o� �OFESSIpNq 020641ce- r ; sf 1C.. VIN- ��Q w lz-AIL4�s.5"''Z) t Z) CZZt-tro.) cIOZe- S/ar /air-, ATF OF CP���� 3x/Pol?Z .2 -S- SS',3S'�N Z . 77uf 6,:Y= 710.4 t'47.2�L4y1. NOTA _ �-�... T - C LL -a x C& q"loo abs 9 Vo 16TE a Usle rbc i r R�L E5 r aL! .Jl %� C31 Kk 0 L4 -S &Ps. QROE�io'�t L °°y `yam CAW, FbMw3 731ZE Fdx . :5sC'�c1C 02OU7 of GAl1F�� �+�- � fl � ,sm\� �- �_ ���77 �2�c V-e�.. �- �^1`i •�1 ��Z -•- - . 31 °oc�� � C�o� w V�1CQ `I�B� ���vtJ6 v_`1 ku'Ok :K U�mGMt---3- Qvvr.q- . %V� kv -st Kul X22 �©�5�3��,-?t �-ec X2.5 � 13•��3��s f �� � �S�ZD�`�`� =-121 v� r i t 64YE- swarm 1/ 1 . j ?K&CSDS (LH GR 165 141 ODPSF- X. Uwe. \O Z 760 :R9 67_ 4,r Ay J t ���IlSED CSF L C S l TEtitS int/ 7-�/EsE C�-c� S fijej!!F- d Fu- n kE I Sri L i Ki n, Su L; � BUiLbING DEPARtMeNT MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:16-Nov-92 SQUARE FOOTING DESIGN Pagel E ---------------------------------------------- DESCRIPTION >> >> B ---- LOADING DATA ---- -------I ----- ------- ---------------I------- DEAD LOAD k 9.857 LIVE It . k SHORT TERM " k SEISMIC ZONE (0=wind) OVERBURDEN WT psf COMBINE LL+ST? y/n Y. ""'Y-� Y Y Y Y ---- FOOTING DATA ---- LENGTH & WIDTH ft 2.83 THICKNESS in 18 cfn # OF BARS 4 —4 BAR SIZE # 4 --4� COLUMN SIZE in 5.5 f1c psi 2,000 -274" 3,000 3,000 3,000 3,000 Fy psi 40,000 44-,-66HY 60-,000 60,000 60,000 60,000 BAR COVER in 3.25 3,2r --P- 3 3 3 3 CONCRETE WT. pcf 145 -4:43� 145 145 145 145 ----- SOIL DATA ------ BASIC ALLOW. SP psf 1,500 1-115@ SHORT TERM MULT. 1 1 1.33 1.33 1.33 1.33 DEPTH BELOW SOIL ft 1 1 INCREASES...... PER FT DEPTH - psf WHEN BELOW.... ft . PER FT WIDTH psf WHEN WIDER.... ft -- CALCULATED FORCES - ------- I ------- -------I-------- ------- I-------� Max. Static SP psf 1,448 .37413 -- Allow .Static psf 11500 1;59.0• Max. Short SP psf 1,448 4-r+13 Allow Short Term psf 1,500 +1-5-0-0 One Way: Allow psi 89.44 8.9-.4. Vu/phi psi -0.23 -2.16 Two Way: Allow psi 178.89 Vu/phi psi 10.76 -4v-36- Mn k-ft/ft 13.40 Mu/phi : Actual it 1.58 .0.1-8-b ---- REINFORCING ----- --------I-------I-------I--------I-------I-----=- Actual Bar Depth in 14.50 -,3rd— ,12.50 12.50 12.50 12.50 MIN ALLOW. % STEEL 0.0014 0.0014 0.0014 0.0014 0.0014 200 / Fy % 0.0050 Ov4O&O- Req'd Per Analysis 0.0002 0TA�69-Y USE ....... % 0.0014 Gv44 -1r- In^2 Req'd per Foot 0.244 &rto Total Req'd in"2 0.689 0445"6- --- REBAR CHOICES ---- -------.-I-------I-------I--------I-------I------- Quantity of: #4 4 #5 3 #6 3 #7 2 #8 2 #9 2 #10 2. MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . '916-533-2131 Dsngr : Date:17-Nov-92 ------------------------------------------------------------------------ GENERAL FOOTING ANALYSIS & DESIGN PageZ4E: ------------------------------------------------------------------------ DESCRIPTION >> ------------------------------ DESIGN DATA ----------------------------- ALLOW. SOIL PRESSURE = 1,500 psf * OVERBURDEN DL WT = psf SHORT TERM INCREASE = 1 COMBINE LL & ST ? N y/n BASE PEDESTAL HEIGHT = in CONCRETE WT.' = 145 pcf SEISMIC ZONE (0=wind) = BIAXIAL ANALYSIS ? N y/n ----------- AXIAL LOADS ------------- --------- DIMENSIONS ---------- DEAD LOAD = 5.744 kips WIDTH ALONG X -X = 1.5 ft LIVE LOAD = kips LENGTH ALONG Y -Y = 3 ft SHORT TERM = kips THICKNESS = 16 in 'X' LOAD ECC. FROM CL = in COLUMN X -X DIM. _ 5.5 in 'Y' LOAD ECC. FROM CL = in if Y -Y DIM. = 5.5 in ------ Y -Y AXIS ROTATION FORCES ------ --- X -X AXIS ROTATION FORCES -- ....Pressures @ Left/Right ....Pressures @ Top/Bot MOMENT: DL = ft -k MOMENT: DL = ft -k LL = ft -k` LL = ft -k Short Term = ft -k Short Term = ft -k SHEAR: DL = k SHEAR: DL.= k LL= k LL= k Short Term = k Short Term = k ------------------------------ SUMMARY ------------------------------- ......... Soil Pressure .......... Moments & Shears ... D+L D+L+ST i..... Max. Allow. Max Pressure = 1,470 1,470 psiMu/Phi = 1.6 --- k -ft Allow. " = 1,500 11500 psf Vu:1 Way= 2.1 76.0 psi 'X' Ecc. _. in Vu:2 Way= 4.3 152.1 psi 'Y' Ecc. = in OTM Ratio= 999.00 1.50 Service Load Pressures...... Left Right Top Bottom DL + LL : 1,470 1,470 1,470 1,470 psf DL + ST + LL (if LL & ST= Yes): 1,470 1,470 1,470 1,470 psf Factored Load Pressures...... Left Right Top Bottom ACI Eq 9-1 2-,05.8 2,058 2,058 2,058 psf Eq 9-2 1,543 1,543 1,543 1,543 psf Eq 9-3 1,323 1,323 1,323 1,323 psf ----- FOOTING DESIGN DATA ---------------------------------------------- . f'c = 2,000 psi 'm'= Fy /(.85f'.c) = 23.53 Fy = 40,000 psi Vn:1... 2(f'c)".5 = 89.4 psi REBAR CL TO SOIL = 3.25 in Vn:2... 4(f'c)".5 = 178.9 MINIMUM STEEL % = 0.0014 --- FACTORED SHEARS -----=-- 9-1 -- 9-2 --- 9-3 --------- Vn * Phi ---- TWO-WAY 4.3 3.2 2.8 psi 152.1 psi ONE-WAY: Vu @ Left = 1.0 0.7 0.6 psi 76.0 psi Vu @ Right = 1.0 0.7 0.6 psi 76.0 psi Vu @ Top = 2.1 1.5 1.3. psi 76.0 psi Vu @ Bottom= 2.1 1.5 1.3 psi .76.0 psi --- MOMENTS ------ 9-1 --- 9-2 --- 9-3 ------------- Ru--- Mu/Phi @ Left = 0.27 0.20 0.17 k -ft 1.7 n" It @ Right = 0.27 0.20 0.17 k -ft 1.7 0.21 /ft " @ Top = 1.60 1.20 1.03 k -ft 9.9 0.21 " @ Bottom= 1.60 1.20 1.03 k -ft 9.9 0.21 ZIl t - •v v DGA-)O Lo t-,cG -T►L-G- ,e kL-.. I. 4.72 Y." Pi, 1.SkQ IkL TWSd 3 o (Ls 1 vJ TO La nvVl c, I • o ids C �'z ��4GKv o 2s L ue- LO Myo = i (o L I< 4Z MES 13UQ MART NT APptjOVED lnuSv l�.n� I • v � �" C-ll� -DEAD 6WV3 Cm u gr Q = '0 • (04 cC I :3 x. I`t.S K 1.0 12.Cr. PL` 4. i.3 x. IL, 1.o Vr� 2 = 4,K A2c)co+ x�t-SljR) z. V2o;ia _ 22SC.� 11t.s BArsE UFI20N`' BAsE- (12.7 X 4.� 4- b'. ,C2) ➢( I .-1 Z �F8 = 33�i� IbS 24- UJ�L.. w 3 3.3L Yo1�ltic�v� A� UJ = Z PA- X Vc I56 •X 23 �`� �IFS Vel - 7L(-.5 ¢-- 34 L + sig a 24 I�5 �4 o.2s ` k > 3.44 W/jo��- M za d u Y,O F/5 <zj rfloc»°tl ay I�/s M -�v C2 T -A 5 OR f6lSzjV MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RdE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr : Date:21-Oct-92 ---------------------------------------------------------_--------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page �- ------------------------------------ g---- DESCRIPTION >> 4 S w o fLT 2el'-a Sr,17 I PLrcti U��w » L-)0V-AwG TO 0UvSknt� ------------------------------- LOADS ----------------------------------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= 281 plf x Length = 1124 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------ ------ ------- #1 CONCENTRATED = 597 lbs ft #2 CONCENTRATED = 445 lbs 4 ft #3 CONCENTRATED = lbs ft #1 UNIFORM = 387 plf ft #2 UNIFORM• = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 112 --->> 1 Actual Total Shear = PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 about lower: NAIL SIZE: SIZE: ..Right.. 6d, 8d, lod --->> 8 8992 ft-# SHEATHING THICKNESS: THICKNESS: .3125", .37511, .5011, .594" --->> 0.5 6572 STUD SPACING SPACING = 16 in WALL LENGTH = 4 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL.WT= Reinf. Area @ Left WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio= 2 ---------------------------------------------------------------------- ------------------------------- SUMMARY ------------------------------ USE .......... 0.5 in Plywood Applied To --->> 1' Side/s Required Nail Size = 8 d Req'd Nail Spacing = 4 in Req'd Field Spacing= 12 in Shear Wall Capacity = 380 plf x # of Sides = 380.00 plf Actual Total Shear = 1124 lbs Required = 281.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 8992 ft-# 8992 Resisting Moment From Vert. Loads = 5964 ft-# 6572 Uplift @ End w/o D.L. reductions = 605.0 lbs 757.0 lbs L7TZ-19 12 Std Use Simpson @ Left Side of Wall : Capacity = .1970 lbs Use Simpson @ Right Side of Wall : Capacity = 1970 lbs LTT-l5 �T1n Sill Attachment..... Use —1/2-1—Anehe r Belt - Rig c��tE7 =ox-- 5/8" Anchor -3 1 4 ewel} Bolt @ a ' m a . -= e/e-- FOOTING DESIGN..... or Reinf. Area @ Left = 0.248 in^2 Shear @ Left OK @ Right = 0.248 @ Right : OK ---------------------------------------------------------------------- C2) 1,11, C4' MICHAEL MOONEY Title.: CIVIL ENGINEER Scope RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 'psngr : Date:21-Oct-92 PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ------------------------------------------------------------------------ FOOTING SIZE LEFT OF WALL = 4 ft CONCRETE WEIGHT = 145 pcf Wall Length = 4 ft REBAR COVER = 3.25 in RIGHT OF WALL = 4 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 12 ft MIN. As % = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 5,744 lbs THICKNESS = 18 in Kern Distance = 2.00 ft Lateral Load Applied Toward ----->>> Left Right Ecc. of resultant @ footing CL = -1.91 ft 1.81 ft Soil Presure @ LEFT Side of Footing = 936 psf 46 psf Soil Presure @ RIGHT Side of Footing = 21 psf 911 psf Mn @ Left Face Of Wall = 4913.0 ft-# 1181.4 ft-# Mn @ Right Face Of Wall = 1354.9 ft-# 4739.5 ft-# vu/.85 @ 'd' from Left Face Of Wall = 9.37 psi 2.45 psi vu/.85 @ 'd' from Right Face Of Wall = 2.78 psi 9.03 psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 10678 ft-# 10678 ft-# Resisting Moment = 34160 ft-# 34768 ft-# ...........FACTOR OF SAFETY = 3.20140W 3.26 MICHAEL MOONEY Title : lbs 40= -lbs CIVIL ENGINEER Scope : Wall : Capacity = lbs RCE 20647 Number: Wall : Capacity = lbs 5A MADRONE AVE, OROVILLE CA Misc : 1916-533-2131 Dsngr : Date:21-Oct-92 ------------------------------- PLYWOOD ----------------------------------------- SHEAR WALL DESIGN & ANALYSIS Page ---------------------------------------------------------------------- DESCRIPTION >> G IS vJ S tt T- = 0.248 in"2 > > r, (6 OK @Right = 0.248 ------------- ----- ------------- LOADS ---------------------------------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= 281 plf x Length =1721.12 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 774 lbs ft #2 : CONCENTRATED = 597 lbs 6.125 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM • = plf ft ----------------------------- DESIGN DATA ------------------------------ PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 112 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 NAIL SIZE: SIZE: 6d, 8d, lod --->> 8 SHEATHING THICKNESS: THICKNESS: .312511, .37511, .5011, .594" --->> 0.5 STUD SPACING SPACING = 16 in WALL LENGTH 6.125 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT =. 8 ft SEIS. FACTOR FOR WALL WT= - WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.30612 ------------------------------- SUMMARY ------------------------------ USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 4 in Regld Field Spacing= 12 in Shear Wall Capacity = 380 plf x # of Sides = 380.00 plf Actual Total Shear = 1721.125 lbs Required = 281.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 13769 ft-# 13769 Resisting Moment From Vert. Loads = 13467 ft-# 14551 Uplift @ End w/o D.L. reductions = lbs 40= -lbs '(No Holdown Needed) @ Left Side of Wall : Capacity = lbs U @ Right Side of Wall : Capacity = lbs Sill Attachment..... FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK @Right = 0.248 @ Right : OK MICHAEL MOONEY Title : - CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr : Date:21-Oct-92 --------------------------------------------------------7--------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS - Page % -------------------------------------------------------------------- FOOTING SIZE LEFT OF WALL = 4 ft CONCRETE WEIGHT = 145 pcf Wall Length = 6.125 ft REBAR COVER = 3.25 in RIGHT OF WALL = 2.67 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 12.795 ft MIN. As 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 7,357 lbs THICKNESS = 18 in Kern Distance = 2.13 ft Lateral.Load Applied Toward ----->>> Left Right Ecc. of resultant @ footing CL = -1.88 ft 2.56 ft Soil Presure @ LEFT Side of Footing = 11083 psf psf Soil Presure @ RIGHT Side of Footing = 67 psf 1,279 psf Mn @ Left Face Of Wall = 6216.6 ft-# 2027.3 ft-# Mn @ Right Face Of Wall = 1081.4 ft-# 3030.7 ft-# vu/.85 @ 'd' from Left Face Of Wall = 11.80 psi 4.15 psi vu/.85 @ 'd' from Right Face Of Wall = 1.14 psi 6.31 psi Allowable Shear •= 89.4 psi 89.4 psi Overturning Moment _. 16351 ft-# 16351 ft-# Resisting Moment = 49568 ft-# 44568 ft-# ...........FACTOR OF SAFETY := 3.03 ft-# 2.73 MICHAEL MOONEY Title : BOTH SIDES ? 1,2 --->> 1 CIVIL ENGINEER Scope : PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> RCE 20647 - Number: Use NAIL SIZE: SIZE: 6d, 5A MADRONE AVE, OROVILLE CA Misc . 8 Use SHEATHING THICKNESS: THICKNESS: 1916-533-2131 Dsngr : .594" ---» Date:21-Oct-92 ------------------------------------------------------------------------ PLYWOOD SHEAR WALL DESIGN & ANALYSIS ' Page ----- ---------------- -------------------------------- DESCRIPTION >> W aU --------------- ft >> LCJ0\CL+ti C, % 1.5 in WALL HEIGHT = 8 ------------------------------- LOADS ---------------------------------- SEIS. FACTOR FOR WALL WT= 5/8" Anchor WALL WEIGHT = LATERAL: psf NOMINAL SILL THICKNESS = 2 #1 : LAT. SHEAR APPLIED TO WALL= 281 plf x Length = 1124 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL Plywood Applied To --->> 1 = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL C 21 = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 484 lbs ft #2 : CONCENTRATED = 774 lbs 4 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM • = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 Use NAIL SIZE: SIZE: 6d, 8d, 10d --->> 8 Use SHEATHING THICKNESS: THICKNESS: .3125", .375", .50", .594" ---» 0.5 STUD SPACING SPACING = 16 in - WALL LENGTH = 4 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= 5/8" Anchor WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width-Ratio= 2 Reinf. Area @ Left = SUMMARY Shear @ Left OK USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 4 in Req'd Field Spacing= 12 in Shear Wall Capacity = 380 plf x # of Sides = 380.00 plf Actual Total Shear = 1124 lbs Required = 281.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 8992 ft-# 8992 Resisting Moment From Vert. Loads = 7280 ft-# 6120 Uplift @ End w/o D.L. reductions = 718.0 lbs 428.0 lbs LTC - \q l 2V3 Use Simpson OW @ Left Side of Wall : Capacity = 150M lbs Use Simpson MXM @ Right Side of Wall : Capacity = lbs L'TF t G l 2So Sill Attachment...:. ja Q1^ 5/8" Anchor Bolt A ^ - - FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK @ Right = 0.248 @ Right : OK ---------------------------------------------------------------------- C 21 tJo <i �La MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-21.31 Dsngr : Date:21-Oct-92 ------------------------------------------------------------------------ PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ---------------------------------------------------------------------- FOOTING SIZE LEFT OF WALL = 1 ft CONCRETE WEIGHT = 145 pcf Wall'Length = 4 ft. REBAR COVER = 3.25 in . RIGHT OF WALL = 4 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 9 ft MIN. As $ = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 5,308 lbs THICKNESS = 18 in Kern Distance = 1.50 ft Lateral Load Applied Toward ---=-»> Left Right Ecc. of resultant @ footing CL. _ -2.85 ft 1.17 ft Soil Presure @ LEFT Side of Footing = 21144 psf 128 psf Soil Presure @ RIGHT Side of Footing = psf 1,051 psf. Mn @ Left Face Of Wall = 956.9 ft-# 62.3 ft-# Mn @ Right Face Of Wall = 609.0 ft-# 5687.7 ft-# vu/.85 @ 'd' from Left Face Of Wall = psi psi vu/.85 @ 'd' from Right Face Of Wall _ 4.51 psi 10.89 psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 10678 ft-# 10678•ft-# Resisting Moment = 19439 ft-# 28329 ft-# ...........FACTOR OF SAFETY = 1.82 ft-# 2.65 3'-'. c Q. DaA',' SmLa - SA s f -i z�1���f G� Io 126-7160' 70 2 44/3 z I zo 1L.4 z 4-x z�= qo4 L.r1C`/IQAM = 5S - 23y NM Q 4 ll � W k/z 2-- 14 S' x -72 k Z --- 'S - Z 2 V- M— 'T- M cT- c a Vel b = 2.41 k DE/V— SfvtA CC/lj %e,LS S PLIG�S �v (C.IE7 t j_dZCc. �� 1!J !, -144- 2'12f 2 -79 W I cc - V4li 1L, -,/vi L X S" ui N eAJ 5�-dc-- 9(afe- x v y A -4 -Lw = 1` 0 l bs Pe -L t ip- u-sa r w �t `� a� R__.t►� - S/8�¢� i'3� urs s Q i It?. X .23 5 -EL�Y) UlAaiS -2- V,- l y 1 X Ik, S LILA G� /� -- 21 2 t -� 21 �i . _ 4-Zt 4 4 IVC..3- �3 20' l0 3 3 4-c)163 -a t�1 F� = 2�� tbs 1112 = s -7 ILL F. n d . v l2 c_c_ �- 'Q2e,56-. slYWcT- 2 ,--]�-V I -.c--, = 4,�f4 lo. ZS -x 5-12- 92.C. -- 4Q-2 5. b3 5-za4- 5� 3. L.< - x 57 3.0 ►, i -N.. C 4 R --z rI P, �Tuw w c -A.3 �— ��Zz331�s/�-• &jr3 mau nou Luh 3� (6, 1 + `iynl? G 09 ,. � S uJ o (Zx- c�sna.► M ����� . 387 1 (c, z 233 PI = zx «xZ3.S',Z. x 3.87 (2j—C_4 L`;T. —tel �/ MICHAEL MOONEY Title : BOTH -SIDES ? 1,2 --->> CIVIL ENGINEER Scope : PLYWOOD GRADE: GRADE: RCE 20647 Number: I:1, STR II:2 --->> 2 5A MADRONE AVE, OROVILLE CA Misc . NAIL SIZE:. SIZE:. 1916-533-21.31 Dsngr : 8 Date:22-Oct-92 ------------------------------------------------•------------------------ .3125", .37511, .5011, .594" --->> PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ---------------------- -�--- ------------- 2 C1 --------------------------` �� DESCRIPTION >> ft LEAST DIM. OF END POST = ` 8 LATERAL: SEIS. FACTOR FOR WALL WT= #1 : LAT. SHEAR APPLIED TO WALL= 233 plf x Length = 640.75 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 3,100 lbs ft #2 : CONCENTRATED = 609 lbs 2.75 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM• = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH -SIDES ? 1,2 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 NAIL SIZE:. SIZE:. 6d, 8d, lod --->> 8 SHEATHING THICKNESS: THICKNESS: .3125", .37511, .5011, .594" --->> 0.5 STUD SPACING SPACING = 16 in WALL LENGTH = 2.75 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS 2 Ht/Width Ratio=2.90909 ------------------------------- SUMMARY ------------------------------ USE.......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size =_8 d Req'd Nail Spacing = _6 iD,��• Req'd Field Spacing= 12in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plfi Actual Total Shear = 640.15 lbs Required = \233.00 plf, UPLIFT CHECK Moments about lower: ..Left.. ..Right.. overturning Moment on Wall = 5126 ft-# 5126 Resisting Moment From Vert. Loads = 3652 ft-# 10503 Uplift @ End w/o D.L. reductions = lbs 535.9 lbs (No Holdown Needed) @ Left Side of Wall : Capacity = lbs Use Simpson.4WOr @ Right Side of Wall : Capacity = lb� LTit9: 1 Sill Attachment ..... U9e==1-- gj:� 5/8" Anchor Bolt atr. irA9"E FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK .@ Right = 0.248 @ Right : -OK -------------------------- �V Q- 4 S------------------------------- MICHAEL MOONEY Title : CL = -2.06 CIVIL ENGINEER Scope : Presure @ IkEFT Side of Footing - RCE 20647 Number: Soil Presure @ RIGHT Side of 5A MADRONE AVE, OROVILLE CA Misc . psf Mn @ 1916-533-2131 Dsngr :. Date:22-Oct-92 ------------------------------------------------------------------------ Mn @ Right Face Of Wall = PLYWOOD SHEAR ----------------------------------------------------------------------"I WALL DESIGN & ANALYSIS Page FOOTING SIZE : psi vu/.85 @ 'd' from Right Face LEFT OF WALL = 1 ft CONCRETE WEIGHT = 145 pcf Wall Length = 2.75 ft REBAR COVER = 3.25 in RIGHT OF WALL = 2.5 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 6.25 ft MIN. As $ = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 6,507 lbs THICKNESS = 18 in Kern Distance = 1.04 ft Lateral Load Applied Toward ----->>> Left Ecc. of resultant @ footing CL = -2.06 ft Soil Presure @ IkEFT Side of Footing - 4,055 psf Soil Presure @ RIGHT Side of Footing = psf Mn @ Left Face Of Wall = 1905.4 ft-# Mn @ Right Face Of Wall = 380.6 ft-# vu/.85 @ 'd' from Left Face Of Wall = psi vu/.85 @ 'd' from Right Face Of Wall = 1.48 psi Allowable Shear = 89.4 psi Overturning Moment = 6087 ft-# Resisting Moment = 13048 ft-# ...........FACTOR OF SAFETY = 2.14 ft-# Right -0.18 ft 1,225 psf 857 psf 530.4 ft-.# 2826.1 ft-# psi 3.35 psi 89.4 psi 6087 ft-# 27619 ft-# 4.54 4 MICHAEL MOONEY Title : 112 --->> 1 CIVIL ENGINEER Scope : STR I:1, STR II:2 --->> RCE 20647 Number: NAIL SIZE: SIZE: 5A MADRONE AVE, OROVILLE CA Misc : SHEATHING THICKNESS: THICKNESS: 1916-533-2131 Dsngr : 0.5 Date:22-Oct-92 ------------------------------------------------ 16 in WALL LENGTH = ------------------ PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ------------------------------------------------------------------------ DESCRIPTION >> 5110" SHEAR WALL WALL HEIGHT = 8 2 I >> FRONT RIGHT WALL WEIGHT = 17 ------------------------------- LOADS ---------------------------------- NOMINAL SILL THICKNESS = 2 LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= 233 plf x Length =1358.39 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 1,016 lbs ft #2 : CONCENTRATED = 3,100 lbs 5.83 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM • = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 112 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 NAIL SIZE: SIZE: :6d, 8d, lod --->> 8 SHEATHING THICKNESS: THICKNESS: .3125", .375", .5011, .594" --->> 0.5 STUD SPACING SPACING = 16 in WALL LENGTH = 5.83 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.37221 ------------------------------- SUMMARY ------------------------------ USE .......... 0.5 in Plywood Applied To --->> 1 Side/s Required Nail Size = 8 d Req'd Nail Spacing = 6 in E,� Req'd Field Spacing= 12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf Actual Total Shear = 1358.39 lbs Required = 233.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 10867 ft-# 10867 Resisting Moment From Vert. Loads = 26.961 ft-# 14811, Uplift @ End w/o D.L. reductions = lbs lbsl (No Holdown Needed) @ Left Side of Wall : Capacity = lbs' (No Holdown Needed) @ Right Side of Wall : Capacity = lbs Sill Attachment..... CZ> 5/8" Anchor BoltS +E4- c FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in -2 Shear @ Left OK @ Right = 0.248 S @ Right : OK --------------------------- �?-� Nd -------------------------------I MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:22-Oct-92 ---------------------------------------------------=--------------g-- PLYWOOD SHEAR WALL DESIGN & ANALISIS Page C ------------------------------------------------------------------------ FOOTING SIZE : 2`I LEFT OF WALL = 2.5 ft CONCRETE WEIGHT = 145 pcf Wall Length = 5.83 ft REBAR COVER = 3.25 in RIGHT OF WALL = 1 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 9.33 ft MIN. As % = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 9,194 lbs THICKNESS = 18 in Kern Distance = 1.56 ft Lateral Load Applied Toward ----->>> Right Ecc. of resultant @ footing CL = -Left --- -0.16 ft -- 2.65 ft Soil Presure @ LEFT Side of Footing = 1,086 psf psf Soil Presure @ R%IGHT Side of Footing = 885 psf 3,040 psf Mn @ Left Face Of Wall = 2812.7 ft-# 951.6 ft-# Mn @ Right Face Of Wall = 122.6 ft-# 1239.4 ft-# vu/.85 @ 'd' from Left Face Of Wall = 4.42 psi 1.48 psi vu/.85 @ 'd' from Right Face Of Wall = psi psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 12905 ft-# 12905 ft-# Resisting Moment = 54340 ft-# 31443 ft-# ...........FACTOR OF SAFETY = 4.21 tiw#w 2.44 0L4— b�L MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc : 1916-533-2131 Dsngr Date:22-Oct-92 ----------------------------------------------- -------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page ------------------------------------------------------------------------ DESCRIPTION >> 61SHEAR WALL. >> FRONT RIGHT ------------------------------- LOADS ---------------------------------- LATERAL: #1 : LAT. SHEAR APPLIED TO WALL= 233 plf x Length = 1398 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 630 lbs ft #2 : CONCENTRATED = 1,016 lbs 6 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ,: ft #2 : UNIFORM • = plf ft ----------------------------- DESIGN DATA ------------------------------ PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 --->> 1 PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 NAIL SIZE: SIZE: 6d, 8d, 10d --->> 8 SHEATHING THICKNESS: THICKNESS: .3125", .375", .5011, .594" --->> 0.5 STUD SPACING SPACING = 16 in WALL LENGTH = 6 ft LEAST DIM. OF END POST = i.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL WT= WALL WEIGHT = 17 psf NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=1.33333 ------------------------------- SUMMARY ----------------------- ; 0.5 in Plywood Applied To --->> 1' Side/s Required Nail Size = Req'd Nail Spacing = 1i- Req'd Field Spacing= 12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf Actual Total Shear = 1398 lbs Required = 233.00 plf' UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall = 11184 ft-# 11184 Resisting Moment From Vert. Loads = 15510 ft-# 13194 Uplift @ End w/o D.L. reductions = lbs lbs (No Holdown Needed) @ Left Side of Wall : Capacity = lbs (No Holdown Needed) @ Right Side of Wall : Capacity = lbs Sill Attachment..... �Z J -4Xw 5/8" Anchor Bolt 4. 0 FOOTING DESIGN..... Reinf. Area @ Left 0.248 in"2 Shear @ Left OK @ Right = 0.248 @ Right : OK ------------------- No �s __: ------------------------------ MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-533-2131 Dsngr : Date:22-Oct-92 ----------------------------------------------------=----------------- WALL DESIGN & ANALYSIS -_Pagge --- -------------------PLYWOOD-SHEAR FOOTING SIZE : ------------------------------- - . 2�I LEFT OF WALL = 1.5 ft CONCRETE WEIGHT = 145 pcf Wall Length = 6 ft REBAR COVER = 3.25 in RIGHT OF WALL = 2.5 ft f'c = 2,000 ------- Fy = 40,000 Overall Length = 10 ft MIN. As % = 0.0014 FOOTING WIDTH = 1 ft Total Vert Loads= 6,959 lbs THICKNESS = 18 in Kern Distance = 1.67 ft Lateral Load Applied Toward ----->>> Left Right Ecc. of resultant @ footing CL = -2.09 ft 1.73 ft Soil Presure @ LEFT Side of Footing = 1,592 psf psf Soil Presure @ RIGHT Side of Footing = psf 11419 psf Mn @ Left Face Of Wall = 1538.7 ft-# 282.6 ft-# Mn @ Right Face Of Wall = 506.1 ft-# 3950.6 ft-# vu/.85 @ 'd' from Left Face Of Wall = psi psi vu/.85 @ 'd' from.Right Face Of Wall = 1.48 psi 5.90 psi Allowable Shear = 89.4 psi 89.4 psi Overturning Moment = 13281 ft-# 13281 ft-# Resisting Moment = 33561 ft-# 36029 ft-# ...........FACTOR OF SAFETY = 2.53 ft-# 2.71 t BOTH SIDES ? 1,2 ---» 1 Actual Total Shear = PLYWOOD GRADE: GRADE: STR ----------------------8eepe-4---------------------------- FCE20647 2 Number: NAIL SIZE: SIZE: ..Right.. 5A MADRONE AVE, OROVILLE CA Misc . 8 5592 1916-533-2131 Dsngr : .3125", .375", Date:22-Oct-92 0.5 ft-# 16811 STUD SPACING SPACING = SHEAR WALL DESIGN -&- ANALYSIS Page -_---- -- --1�q -------------------PLYWOOD - - - DESCRIPTION >> 61SHEAR WALL ft >> FRONT RIGHT WALL HEIGHT = 8 ------------------------------- LOADS ---------------------------------- SEIS. FACTOR FOR WALL.WT= LATERAL: 17 psf. #1 : LAT. SHEAR APPLIED TO WALL= 233 plf x Length = 699 lbs #2 : LAT. SHEAR APPLIED TO WALL= plf x Length = lbs #3 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #4 : STRUT FORCE APPLIED TO TOP OF WALL = lbs #5 : MOMENT APPLIED @ TOP OF WALL = ft-# Load X -Left X -Right VERTICAL: ------- ------ ------- #1 : CONCENTRATED = 4,819 lbs ft #2 : CONCENTRATED = 630 lbs 3 ft #3 : CONCENTRATED = lbs ft #1 : UNIFORM = 387 plf ft #2 : UNIFORM• = plf ft DESIGN DATA PLYWOOD APPLIED TO ONE OR BOTH SIDES ? 1,2 ---» 1 Actual Total Shear = PLYWOOD GRADE: GRADE: STR I:1, STR II:2 --->> 2 about lower: NAIL SIZE: SIZE: ..Right.. 6d, 8d, 10d --->> 8 5592 SHEATHING THICKNESS: THICKNESS: .3125", .375", .5011, .594" --->> 0.5 ft-# 16811 STUD SPACING SPACING = 16 in WALL LENGTH = 3 ft LEAST DIM. OF END POST = 1.5 in WALL HEIGHT = 8 ft SEIS. FACTOR FOR WALL.WT= WALL WEIGHT = 17 psf. NOMINAL SILL THICKNESS = 2 Ht/Width Ratio=2.66666 ------------------------------- SUMMARY ------------------------------ USE .......... 0.5 in Plywood Applied To --->> 1' Side/s Required Nail Size = 8 d Req'd Nail Spacing = 6 in Req'd Field Spacing=12 in Shear Wall Capacity = 260 plf x # of Sides = 260.00 plf Actual Total Shear = 699 lbs Required = 233.00 plf UPLIFT CHECK Moments about lower: ..Left.. ..Right.. Overturning Moment on Wall 5592 ft-# 5592 Resisting Moment From Vert. Loads = 4244 ft-# 16811 Uplift @ End w/o D.L. reductions = lbs 449.5 lbs '(No Holdown Needed) @ Left Side of Wall : Capacity = lbs Use Simpson 4=rr @ Right Side of Wall : Capacity = -X=--ibs L -TT 1 Sill Attachment..... FOOTING DESIGN..... Reinf. Area @ Left = 0.248 in"2 Shear @ Left OK @ Right = 0.248 s @ Right : OK ------------------------- �j6 '4-------------------------------- c. V MICHAEL MOONEY Title . CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc . 1916-53.3-2131 Dsngr : Date:22-Oct-92 ------------------------------------------------------------- PLYWOOD SHEAR WALL DESIGN & ANALYSIS Page -7� -------------------------------------------------------------------.--- Z� FOOTING SIZE : LEFT .OF WALL1 ft CONCRETE WEIGHT.= 145 pcf Wall Length = 3 ft REBAR COVER = 3.25 in RIGHT OF WALL = 1.5 ft f'c = 2,000 ------ Fy = 40,000 Overall Length = 5.5 ft MIN. As = 0.0014 FOOTING WIDTH = 1 ft THICKNESS = 18 in n. Lateral Load Applied Toward ----->>> Ecc. of resultant @ footing CL = Soil Presure @ LEFT Side of Footing = Soil Presure @ RIGHT Side of Footing = Mn @ Left Face Of Wall Mn @ Right Face Of Wall Total Vert Loads= 8,214 lbs Kern Distance = 0.92 ft Left -1.79 ft 5,686 psf psf 2716.3 ft-# = 228.4 ft-# vu/.85 @ 'd' from Left Face Of Wall _ vu/.85 @ 'd' from Right Face Of Wall.' _ Allowable Shear = Overturning Moment Resisting Moment ...........FACTOR OF SAFETY psi psi 89.4 psi 6641 ft-# 14551 ft-# = 2.19 Right -0.17 ft 1,771 psf 1,216 psf 838.4 ft-# 1396.9 ft-# psi psi 89.4 psi 6641 ft-# 30627 ft-# 4.61 CO— ' � t��� \ .(/��• + ,� W �] �. W�IV RJC�iX `Vva./ ~ r 1 t �1 ' t , � ^ _ , � I {{ � i ,; .ham '1 i -j , —; l•i. _ - • -� i - {. , .» j t tj IF+ i -i , � C� �- , � � _i. f. Y i�_, �—., ..�—.J. 1.._:_.!� � 1_• '-_ A. j.,1 Vif 44. I Y i .. � I._ 1 f 1...;. . "l.. ^ ' .. + __ �.• moi-_ MICHAEL MOONEY Title : _5 or 12 -2y F_ V CIVIL ENGINEER Scope : 2� RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc 1916-533-2131 Dsngr : Date:21-Oct-92 ------------------------------------------------:-------------- ----- GENERAL TIMBER BEAM ANALYSIS & DESIGN ' Page I ----------------------------------------------------------- ; >> 3��� x l`Z�C7 � �c�U.c A O �ea-� .(SJUR-Q .14ft" Q, Z rA ---------- BEAM DATA ------------- Dead = ----- ----- DESIGN DATA ---------- TIMBER SECTION =-------- 4.3355 LOAD DURATION FACTOR= 1 Live BEAM WIDTH = 3.125 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 12 in REDUCE SHR BY 'd' ? Y y./n LAMINATION THICKNESS = 1.5 in ✓ ft Fb - BENDING = 2400 psi --------- END COND,ITIONS-------- Fv - SHEAR = 165 psi FIXITY CODE ----->> 1 « Fc - BEARING = 650 psi 1=Pin/Pin, 2=Fix/Fix Dead ELASTIC MODULUS =1800000 psi 3=Fix/Pin, 4=Pin/Fix BEAM DENSITY = 33 pcf 5=Fix/Free ---------- SPAN DATA ------------- -------- UNBRACED LENGTHS ------- in-# CENTER SPAN = 11.5 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = it RIGHT CANTILEVER = ft Le :, RIGHT CANT. = ft ------------------------------ APPLIED LOADS --------------------------- ........ Use '-' distances for left cantilever ! . ....Uniform........ @ Center: .................. Trapezoidal .................. Max. Dead = 410 plf Max. M+@ 5.8 ft = 12'.4645 ft -k Live = 344 plf Dead @ Left = k plf @ Left Cant: @ Right= Right = plf Dead = plf Live @ Left = @ Left = plf Live = plf @ Right= plf @ Right Cant: ...X -Left = ft Dead = plf ...X -Right = -0.37 ft Live = plf Allow Moment =. 15 ft -k ...L/Deft.= ............................. Concentrated ............................. ..#1.. ..#2.. ..#3.. ..#4.. ..#50-. ..#6..'..#7.. ..#8.. Dead = k Max. Shear @ Right = 4.3355 lbs Live = - Supplied . = 75.0 in -3 Cs = (LeD/B"2)"i5.= lbs Dist. = ft ........................... Applied Moments ............... ..#1.. ..#2.. .43.. .44.. ..#5.. ..#6.. ..#7.. ..#8.. Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 3.125" x 12.00" Beam, Bending = 83.1%, Shear = 86.60% Reactions: Dead Max. Max. M+@ 5.8 ft = 12'.4645 ft -k Left = 2.36 4.34 k Max. M-@ ft = ft -k Right = 2.36 4.34 k Max @ Left = ft -k Deflections: Max @ Right. = ft -k Center. _. -0.20 -0.37 in Max. Allow Moment =. 15 ft -k ...L/Deft.= 693 377 ...Dist. = 5.75 5.75 ft fb : Max. Actual = 11994 psi Left = in. Fb : Allowable = 2,400 psi ...L/Deft.= fv : Max. Actual = 142.9 psi Right' = in Fv : Allowable = 165.0 psi ...L/Deft.= Max. Shear @ Left = 4.3355 k Max. Shear @ Right = 4.3355 k Ck = .811(E/Fb)".5= 22.21 Sxx - Supplied . = 75.0 in -3 Cs = (LeD/B"2)"i5.= ...Uniform........ @ Center: Dead = 387 plf Live = 344 plf @ Left Cant: Dead = plf Live = plf @ Right Cant: .................. Trapezoidal ................. Dead @ Left = @ Right= Live @ Left = @ : Right= ...X -Left = Dead = plf ...X -Right = Live = plf , Concentrated ............................ Dead = lbs Live = lbs Dist. = ft Applied Moments .......................... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. plf plf plf plf ft ft Dead MICHAEL MOONEY Title : e . CIVIL ENGINEER in-# Live Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE.CA Dist Misc : 1916-533-2131 Dsngr : Date:22-Oct-92 -------------------------------------=-----------------------------g---`Z GENERAL TIMBER BEAM ANALYSIS & DESIGN � 'Pa e --------------------------------------------------------- DESCRIPTION >> GARAGE HEADER >> SPAN 16 FEET -----=-------- z3 ---------- BEAM DATA --------=---- USING: 5.125" x 12.00" ---------- DESIGN DATA ---------- �ivl TIMBER SECTION = ---- LOAD DURATION FACTOR= 1 BEAM WIDTH = 5.125 in USE BEAM WEIGHT ? N y/n BEAM DEPTH = 12 in REDUCE SHR BY 'd' ? Y y/n LAMINATION THICKNESS = 1.5 in 5.85 Fb - BENDING 2400 psi --------- END CONDITIONS-------- Fv - SHEAR = 165 psi FIXITY CODE ----->> 1 << Fc - BEARING = 650 psi 1=Pin/Pin, 2=Fix/Fix ELASTIC MODULUS =1800000 psi 3=Fix/Pin, 4=Pin/Fix BEAM DENSITY = 33 pcf 5=Fix/Free ---------- SPAN DATA ------------- in Max. -------= UNBRACED LENGTHS ------- CENTER SPAN = 16 ft Le : CENTER SPAN = ft LEFT CANTILEVER = ft Le : LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. = ft ----------------=------------- APPLIED LOADS --------------------------- 21282 ........ Use '-' distances for left cantilever ! ...Uniform........ @ Center: Dead = 387 plf Live = 344 plf @ Left Cant: Dead = plf Live = plf @ Right Cant: .................. Trapezoidal ................. Dead @ Left = @ Right= Live @ Left = @ : Right= ...X -Left = Dead = plf ...X -Right = Live = plf , Concentrated ............................ Dead = lbs Live = lbs Dist. = ft Applied Moments .......................... ..#1.. ..#2.. ..#3.. ..#4.. ..#5.. ..#6.. ..#7.. ..#8.. plf plf plf plf ft ft Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY ------------------------------- USING: 5.125" x 12.00" Beam, Bending = 95.1%, Shear = 75.38% Reactions: Dead Max. Max. M+@ 8.0 ft = 23.392 ft -k Left = 3.10 5.85 k Max. M-@ 16.0 ft = ft -k Right = 3.10 5.85 k Max @ Left = ft -k Deflections: Max @ Right = ft -k Center. _ -0.43 -0.81 in Max. Allow Moment = 24.6 ft -k ...L/Deft.= 447 237 ...Dist. = 8.00 8.00 ft fb : Max. Actual = 21282 psi Left = in Fb : Allowable = 21400 psi ...L/Deft.--. fv : Max. Actual = 124.4 psi Right = in Fv : Allowable = 165.0 psi ...L/Deft.= Max. Shear @ Left = 5.848 k Max. Shear @ Right = 5.848 k Ck = .811(E/Fb•)".5= 22.21 Sxx - Supplied = 123.0 in"3 Cs = (LeD/B"2)".5.= MICHAEL MOONEY Title : CIVIL ENGINEER Scope : RCE 20647 Number: 5A MADRONE AVE, OROVILLE CA Misc : 1916-533-2131 Dsngr : Date:22-Oct-92 ------------------------ GENERAL --------------------------------------------- TIMBER BEAM ANALYSIS & DESIGN Page G 3 ------------------------------ ; REQUIRED Sxx & Area ------ ------- ALLOWABLE STRESSES ------ Max. Center Mom = 23.4 ft -k Fb Fv ....Sxx Req'd = 117.0 in"3 Center Span = 2.40 ksi Max. Left Mom = ft -k Left Support = 2.40 0.17 ksi ....Sxx Req'd = in"3 Right Support= 2.40 0.17 ksi Max. Right Mom = 0.0 ft -k ....Sxx Req'd _ 0.0 in"3---------- QUERY VALUES --------- Design Shear @ Left = 7.6 kips Left Center Right ....Area Req'd = 46.4 in^2 Dist. = ft Design Shear @ Right = 7.6 kips Shear = 5.85 k ....Area Req'd = 46.4 in^2 Moment= ft -k Defl = in .Brg Req'd @ Left = 1.76 in ...... Live Load Location ....... Brg Req'd @ Right = 1.76 in @ LEFT CANT. ? Y y/n Camber @ Left = in @ CENTER SPAN ? Y y/n @ Center = -0.64 in @ RIGHT CANT. ? Y y/n @ Right = in°---------------------------------- COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Frieda H. Martin 195 Parson Lane Oroville, CA 95966 With reference to the above subject: / / Attached is: Application for permit Building Plans Engr. Calcs Owner -Builder Verification Form OTHER / / We need the following information: /xx/ OTHER DATE November 10,1992 RE: Proposed Residence A.P. # 036-800-071 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced Permit application signed and completed where indicated with all copies.returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red: Sanitation approval from Butte County Health Department at: 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. See attached sheet. Should you have any questions concerning the above, please contact John R. Henry of this office, between 3:00 and 5:00 pm weekdays. Yours very truly, cc: Michael Mooney 5 Madrone Circle, Suite B Oroville, CA 95966 JFG/a j William Cheff Director of Public Works .J.F. Glander Permit Applicant: Frieda H—Martin Permit No. 92-3490 A.P. No . -036-800-071 Date: November 10, 1992 The above referenced building plans -were. reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 51�e ��(p_rr Truss designer or contractor must specify hanger required -to connect trusses to girder truss. 00, Truss designer must coordinate girder truss -design with engineers.requirement for bottom chord extension and additional-tension_load.. Plans must.indicate location and size (dimensions) of footings which support girder truss reactions. Shear wall footings must have top reinforcing �accomodate negative flexure. Plaris must indicate means of shear transfer from common truss to girder truss. Indicate means of transferring drag force across beam joint at rear. (Detail D does not apply.) If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 3:00 PM and 5:00 PM, Monday through Friday. Project Title 919 project Address Documentation Author Telephone r— BL"rLDING DATA Conditioned Floor Area Slab/Raised floor Single Family Detached (SFD) (J Single Family Attached (SFA) (] Multi -Family (MF) Number of Stories Number of Units r" (] Addition Alone (] Existing Budding [ ] Existing -Plus -Addition BUELDII`!G SHELL INSULATION Component Insulation Locaiion/C,=-ts Tynm R -Value (ostia :a garage, 1 rt i=L etc.) Bu i t r2miMcmit it merited B y / Data Enforcement Agency Use Only Glass Area ..9b G North '% P East South W= Skylight Total G r 0 0 Wall .............. K_ Roof ...........� —= - Roof ......... Floor ............. Floor. ........ - Slab E ge..... GLAJIING Shading Devices Gia:ng Area Glass Type Interior . Exterior Overhang Framing Type Orientation (SIS (single. double) (Jolles blind, etc.) (shad=creen, ere.) (yesino) (metaltwood) D $ L Nor -,h ( ) East East South Sou' -11 ( ) West ( ) West Skylight....... THERMAL MASS S o' Type/Covering Area t.•,TWcknew (slab/ezoosed. dle, etc.) `` (sf) (inches) lzcation/DCScriptlon (kitchen, bath, etc.) %�E g�DO %�%QOK_ Il TLI�IEIU_ �it4�S LId VND �2Y E IUT��I HV,kC SYSTEMS-" •Mjnimum. Duct Type- (furnace. air- = ' Efficiency Location Duct Output Manufacturer/Model # conditioner, hent Dutnu) (SE SEER,HSPF•) Vattia etc.) R -Value (Btuh) (or aoproved equal) • rv ,`�, 7Z ,mac �+';� ' A C_ Maximum Furnace Heating Output: . '7j9_%(PJ Btuh HOT WATER SYSTEMS Tank . - Manufactii' '/Model # Svstem Tvpe (storage gas. etc.) Capacity (or, approved equal) g t- SG moo' Mai . SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) i Mandatory Measures Checklist: Residential MF -1R NOT): Loren9e rcadenaal botildutgs mbse t to utc Standards rata eausia these 0=111113 regsdlm of the compliance approach onaQ Iterns martm wth an uteruk (')mar be suoasodod by mal mthgau cdmptanttc raqutrtatoao Gama on the Ccrufiraac o(Canaunoe when um •hevtas u incorporated ino the acrmd doeuunattL the (catumemaslrad be considered by ill parues as bulling muunum component perfmsLaz 1900 fIr yiaaat RV the movatory mosses f -honorthey arc shorn c(se.nae N ate doatrhatta a on this a hWALiavtly. DFSCIUVn0" SWIdint E nvvtope Measures • 12.5352(at Minrnan coling mwLuwn R.19 rognt:d avenge. JIMMY Lose fill insumm n era dactum.s labeled R -valga • 12.5352(ct Minmm -W iruulanon in lamed .alts R-1 I raghted average (does act apply b catmor mats w41Ls). 12.5352(itt Slab edge insulumn - .rarer abatakn Mena 9mmor titan 0.37. •abet vapor varmnsamn rate no pare utan LO pczWtnc L §2-5311: I+uulauon sponfiw or installed enacts California Energy C•otnmimoo ((=quality standards. Inaeate type a" form. 12.5352M vapor bu to mandatory in CUmaae Zones 14 arta 16 only. 12.5317: InftltratsonEiriltraaon Conaods L Doors and w%no n bet-cen conauond and a co ditiated spaces drspted to lima air leakage b. Doors and vvinotrovs catificd. a Door ane -umo.n-cautersaippce aU joints and penetrations caulked and seslyd ;2.5352(1). Speoal infdmuon barrirr tastallm ummpiy ride §2-5351 mmu CEC quaiiey Standar6i 12.53=0 Installation of Fueyuen 1. Mamrw and (aaory-beide fireplaces have L Ttgnt fttung, closeable teed or glass door , It. Outsade aar tnakc vnth damper and torah a Flue aamoa and control 2. No cocan-m a ou rung Yat pilots allowaL H V Ac and Plumbing System Measures 12-53520 and 2-5303: Space caditioeing -I 'I ted. siring: aaaeb =ltadaddttc 12.5352(!) and 2-5315: Setback th+ermosm on 30 appliablo !haunt sys aas. *-12-5316(a). Duca eanuru to . installed and insid-ted per Chapter l4 1976 L7MC- 12.5316(b): E:haua sys etas have dampts cootrots. §2.5314(1): Gas -form space beating equipnatt has intermittent ignition devices §2-5314: HVAC cgttiptna4 water heaters s!>o.abcads and faucas entified by the CEG §2.53520 water heaQ insulation bL nka (R-12 or prater) or combined intrrionesteriae insulation (R-16 at peatat fust 5 (m of pipes aosea to tank insulated (R-3 or peata). t 12.5312MAcaption rr Pipe insulation on steam and seam condensate mum k recirculating : DrOtnS. l §2.531A(dt SrinnmtagPool Hewing 1. System ha= a. Orvo(f s..ich at nota. b. ` cunaproof instruction plate on heater. e Plumbed a alio- for stttar. 2. 75 percent tncrtnal edfioeaey. 3. Pool cover. 4. Tome clock. 5. Duccnatal .rata inlet t Lightint and Appf ince Measures i r 12.53520 Lighunt - 25 bxnenshratt or grata for -=W Lighting in ki chests and ba h oaem. i 12.5314(c): Gu furl apptiatces c*ppd rith in%caninert ignition devices.. 12-5314(a): Refrigcmuw . refrigerator-(neeaen. Gagen and fluorescent larnp ballasts eatiGad by the CEC. Gateau: make and model number. - DESIGM C0NeUkNCE STATEMENT This eutific= of (atop lance lis= th, building fcatttres and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. C rimcr 2. Subd3spter 4. Article 1 of the California Administrative code. This ee mB7cate has been signed by the indivi&W with overall design responsibility and the building owner. who shall retain a copy of it and transmit the =rdficate to say subsequent pu rclmser of the budding. Signer Building Owner Name Name: TttWFi. Twcrn-irat Addz,cm Address~ Tekpfwne Tekplmne o tee. s: (si[++anue) (dam) (sitnaatre) - -r (date) Docurrnentation Author Enforcement Agency Ntunc Name Tttic,F,m Maser. Addrea: T.tra......- I `u.. .b bmiadon in Floor Single. Single. Single. -144 Numoer tai sones Family R-vaius One Two Three R-0 -103 -49 32 R-19 -8 -1 .2 R30 •2 .1 •1 R38 0 0 0 U-raiue - .61 38 _d6 0.50 .176 -84 .54 0.30 -102 -19 -32 0.10 -26 .13 -8 0.C8 -18 .9 -6. Us -11 -5 -4 0.C4 -t .2 .1 O.C2 4 2 1 O.CO a 11 5 3 2. Wall Insulation bmiadon in Floor Single. Single. Single. -144 Famiiy Family MUlti• R-valua Detached Attacaed Famo R-0 -68 51 34 R-11 0 0 0 R-13 2 2 t -43 .21 •14 -... U -Value :..:. -17 -8 •' __ --••0.80 •-----t53 ....._--114 - -0.50 - ' - =_--i6 - .61 38 _d6 ' 00 -=7 36 -24 0.10 0 0 0 0.08 a 3 2 d 2 5 0.04 14 10 T 0.02 3 -58 10 ^ O.00 ,:4 3 12 - 3. Raised Floor Insulation - - U-vaiue bmiadon in Floor Single. Number of stories Number of sziries -144 R-vaiue One Two Three R-0 -.17 -8 -5 R-11 3 •2 .1 R-19 0 0 0 R-30 3 1 0.20 - - U-vaiue snio.. Single. Number of stories - ---0.60 -144 .70 -48 0.50 -120 -58 38 0.40 •95 -4 vro 0.20 -69 .3a .22 0.20 -43 .21 •14 0.10 -17 -8 .5 0.08 -t 1 -6 -4 Q.06 TWO 3 •2 0. CA 0 0 R-5 0.02 d 2 R-7 O.CO 10 5 3 Controlled Vendlation Crawlspact snio.. Single. Number of stories Effective Peremt Cf ass R -value One Two Three R-0 -11 .7 -S R-5 -4 d 3 R -it less 50 -121 R-19 -? 2 .2 d. SIab edge Insulation 40 - -' 37 Number of Stones -14 R -value One TWO Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 .'=r -58 -20 •12 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-infiltratioa (Air Leakage) Spe=fCaeon Points Smrward 0 6. Glass Heat Lo*s Total snio.. Single. Interior Effective Peremt Cf ass U -value East Punt : West .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 39 .24 .10 4 40 -90 37 -26 -14 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 25 -t9 -15 -a .1 7 14 25 .i6 -tis .7 0 7 14 24 43 =12 -S 1 8 14. 23 -t0 •11 d 2 8 15 22 -37 -9 -3 3 9 15 21 .34 •7 .2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 _18--:.-26 5.0 3 • 2 - 7 12 16 17 -23 .1 3 8 12 17 16 -20 0 4 9 13 17 ...is -l7 1 6 10 14 17 14 -14 3 7 10 14 18 13 .12 6 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 i6 19 t0 3 9 11 14 17 19 9 .1 10 13 15 17 20 8 2 12 14 i6 `18 20 3 2 2 POU 9 5 7..Shading (Shade Open) Effective Pereeat Class (peeeM9 giaa x SC) ESectve snio.. Single. Interior Effective Peremt Cf ass Gas 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 2 4 2 3 / d 0 2 3 1 3 3 0 1 2 1 3 2 0 -0 1 0 3 1 .1 -1 -1 5 2 0 .1 -Z -i •2 0 na = not allowed •6 3 .7 .23 R. Shading (Shade Closed) snio.. Single. Interior Effective Peremt Cf ass Slab Floor Family Raised Floor (JM crn9tiasXSC) Detached Shones Family 0.00 Stories 0 /CFA One Two Three Norte Etat Saudi Weis wffio 18 •14 -A8 39 -64 na 16 .12 -12 -59 •55 na 14 .10 -as -50 -16 na 12 -8 •29 -t0 37 na i t .7 -26 36 33 na 10 -5 •23 31 -29 -74 9 •5 -20 -27 -25 35 8 •5 .17 M •21. •56 7 -t •14 -19 -18 .47 6 3 -11 .15 -1a 38 5 .2 •8 •11 -10 5 A ....1 •6 3 .7 .23 3 0 s .5 .4 .16 2 1 i -1 -2 •1 -9 5 7 9 9 10 4.0 0 2 3 s 3 0 no . not aIL-ed Y. interior Thermal Mass snio.. Single. Interior Wait Slab Floor Family Raised Floor Mass Detached Shones Family 0.00 Stories 0 /CFA One Two Three One Two Three 0.0 -8 .5 .4 .2 -1 .1 0.1 -8 .5 3 -1 0 0 0.3 -7 .4 •2 0 1 1 OS -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 20-t� +i5 mon 2 4 5 6 7 25 "P 3 5 7 7 8 3.0 1 4 6 8 8 9 35 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 55 5 8 9 it 12 12 6.0 5 8 t0 12 13 13 65 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 it 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 snio.. Single. Sum of 1-6 Wait F9miiy Family Mule Man Detached Att med 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 ZC0 10 11 13 11. Heating System SE or EEMT ' (Ammses ducts in attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 a 3 Other 6 5 ' 4 3 2 2 L_ Coodag Syst•:1n SEER (&=met ducts in attic) Stm of 7-10 .25 or -24 b A4 b -4 b Sum of 1-6 i6 or SEER . {� -15 1 -6 .25 or -24 to -14 to -t to +6 to 16 or SE 14SPF less •15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 1.33. 8 7 6 5 4 3 0.85 7.779' 13 11 10 8 7 5 0.90 8.25 17 15 13 it 9 7 095 8.71 20 18 15 13 11 8 9 6 Efrecuve SE or HSPF 8 5 (SE or HSPF x duct etlldency) 3 Effec:Jve -25 or -24 to -14 b -41a +610 16 or SE HSPF lass -15 -s +5 +i5 mon 0.30 275 -73 34 -56 -t7 38 -M na 3.41 -t5 -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.:0 5 5 4 33 9.0 2 0.70 6.42 17 15 13 11 19 16 7 0.80 7.33 25 22 19 X16 13 10 0.90 8.25 32 28 24 40 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 a 3 Other 6 5 ' 4 3 2 2 L_ Coodag Syst•:1n SEER (&=met ducts in attic) Stm of 7-10 Zonal Cmtroi adjustment t0 8 T 6 4 3 No Coolio-, System Installed • -Stories One .25 or -24 b A4 b -4 b +6 b i6 or SEER . {� -15 1 -6 +5 +15 mon 8.0 .i4 -12 -10 3 •6 .4 8.5 .9 -7 -6 -5 .4 -3 8.9 ,5 -4 -4 3 •1 -2 9.0 1 3 -3 -2 .2 .1 9.5 p 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 t5 13 11 9 7 5 13.0 23 17j14 12 9 6 POU 8 5 4 3 3 SE None ERadve SEER 24 -18 AS (SEER triol dricent7) ' - Saiar -1 Sets of 7-10 -1 0 0 Effet we -25 or -24 to -14 b -4 to . +6 b 16 or SEER lass .15 S +5 +15 man 5.0 30 -25 21 -17 -13 •9 6.0 .12 -11. -9 •7 3 i 6.6 .5 -4 .4 3 -2 -2 . 7.0 0 0 0 �� 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 120 20 26 22 1814 9 13.0 33 3 24 M 15 10 Zonal Cmtroi adjustment t0 8 T 6 4 3 No Coolio-, System Installed • -Stories One -5 -1 _i 3 •2 -2 Two + 3 3 .: 2 2` 2 1 Single-Famay Detached and Attached 14 X 0% 5% Unit size (so 2S% Water 4 IT A& - I .139 12M 1700 2200 2700 Heater cadit or • b to to or Type Type less 1699 2199 2699 mon SG None 0�s 0 0. 0 0 or Solar 12 ' l a 6 5 4 - HP HPIR 8 5 4 3 3 1.4 1.4 1.5 1.6 LJ WSS 5 3 3 2 2 28 29 3 11 32 POU 8 5 4 3 3 SE None 37 24 -18 AS -12 - Saiar -1 •1 -1 0 0 22 13 14 2S 25 HWR -18 -12 -9 -7 -6 11 1t 38 19 4 WS8 .25 •16 -12 -10' 4 l9 S 3.1 5.2 93 POU -19 _-112 -9 .7 -6 iCa None -5 -3 .2 -2 -2 26 29 3 3.1 32 Solar 7 : 5 .4 3 2 4.3 44 45 4.6 4.6 POU 3 2 1 1 1 IE None -28 -t9 -14 •11 .9 Climate Zone 11 Solar 8 • 5 a 3 3 POU •10 ' -6 -5 .4 3 MuIU.Fam!!y (indlviduai snits) v Lk* Sin (S Water Heater Credit 699 700 1200 1700 1700 237p Type TYPe or lass 10to 1199 1698 b 2190 at more SG None 0 0 0 0 0 or Soler 14 7 5 s 3 HP WR 9 5 3 2 2 9 a 3 2 2 POU 9 5 3 2 2 SE None -15 •23 -i5 -11 .9 2 1 1 0 0 V S8 -23 -12 3 •6 5 225 .13 •8 -6 5 _P-QU .27 _z2 a .6 -5 IG None a .4 .3 .2 .2 Solar 6 3 2 1 1 POU 1 0 0 0 0 lE Nona Solar .30 -1s 0 d o FOU 18 a 9 -4 6 .3 s _ 4 •2 rM r IUai 11. 1YtIt-1.l1 InteriorMas/CFA w 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. 'Slab Edge insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) sures Or R -value 1381 U -value (O.Omol or R -value 111) U -value [0.0981 or R -value 1191 U -value (0.0311 or R -value (01 F2 factor [0.771. Stan%daar%d 'Ij* ideoc+e1 U-vaiue [GAM 'b Tsai G3ats (161 % Gla SC Eff. % Glass a. North x Z. S Tt►i 1 PAS3 IuiK 6 4,2, LO/ •>,oe>.ed stab) b. C. Z ► x Z ► ,s x � t L d. West 14 X 0% 5% 101 16% 2T% 2S% 3u% 3w AQ%•'4ST, 4 IT A& - I SO% 55% 63% $SSC M 75% 80% am 90% 05% 1007: t0s7. 1tv. 115: 120% p% 107. 20% 30% 40% 50% 0 U i.3 U t17 0.9 02 04 06 27 09 Lt 04 O6 0.8 U 1.1 1.3 0.6 0.6 1 1.1 13 13 Q8 1 1.2 1.4 1.5 1.7 1.1 1.2 1.4 1.6 1.7 1.9 13' 1.4 1.6 1.8 1.1 21 iS 1.6 1.8 2 22 13 LT ' 1.1 2 22 24 2S 1.9 ii 12 24 26 27 21 23 U 16 26 3 13 2S 27 28 3 12 1S 27 29 3 12 14 22 19 31 32 14 1i if 11 13 33 16 18 22 23 15 17 it 4 14 15 17 33 4 42 16 17 19 4.1 4.3 4.4 18 4 4.1 43 4.3 a•6 4 42 43 43 4.7 48 4.2 4.4 4.5 47 49 i1 4.4 46 4.8 49 5.1 S.3 ..4.6 -4.1L 5 5.1 5.3 15 .4.8 S 52 S.3 5.5 S1 S S 2 5.4 So S.7 5.9 SS% 60% 65% 70% 75% U 1 1.1 1.2 1-3 tt 12 U 1.4 13 1.4 1.4 1.5 1.6 LJ 1.1 1.7 1.7 1.5 i.2 1.8 1.9 1.9 2 ri 2 2t 22 22 2.3 22 23 24 15 23 24 ' 25 26 27 27 26 17 21 21 3 28 29 3 11 32 7 11 12 13 34 12 13 14 15 76 SS 3.3 36 17 18 17 16 18 11 4 l9 4 4 4.1 4.2 It 42 43 43 44 43 4.4 45 lb 4.6 4.5 4.6 4.7 48 LS 4.7 4.8 4.9 s 5.1 4.9 ' S 11 5.2 S] it 12 53 5.4 - SS sl 5.4 55 5.6 5.7 SS 5.6 5.7 So 19 5.8 3.9 S.9 6 6.1 6 6 1 61 6 2 6.3 - 0107. tS% 90r - 25% 1CCr 1.4 1.4 1.5 1.5 LT 1.6 1.7 L7 • tS 1.9 1.8 11 2 2 11 2 2t 2.2 22 ?,� 22 13 14 2S 25 24 23 26 27 2.1 26 27 28 29 ] 28 29 3 11 72 3 11 12 33 3,4 13 13 14 is 36 15 IS 16 17 38 11 1t 38 19 4 19 4 41 4.1 42 41 4.2 43 43 l4 4.3 44 4.5 4.6 lb 45 48 47 46 49 4.T 4.8 4.9 S 11 l9 S 3.1 5.2 93 S.1 32 S 3 5.4 SS S 4 S4 . 5.5 16 11 5 6 59 17 id 5.1 S.8 $9 5.9 6 ILi 6 6.163 42 S2 8.3 6 2 6 4 6.4 6-5 6 4 6S 6 6 6.7 6.T 105% 1107: 115% 120% 125% 1.8 1.9 2 2 21 2 21 u 23 23 12 V 24 25 23 24 2S 26 27 28 16 27 26 29 3 26 29 3 3.1 32 3 11 12 13 1A 13 13 14 15 16 1S 36 3.6 3.7 18 11 3.8 18 19 4 19 4 4.1 4.1 4.2 4.1 42 4] l4 4.4 4.3 44 45 4.6 4.6 4s 46 4.7 4.8 49 47 4.8 4.9 S it 49 S it 12 SJ It 12 13 Sts SS t4 5.4 SS i6 17 5l; 5.7 5.7 So 5.9 S.8 i9 19 6 8.1 6 6.1 6.2 62 63 8.2 6.3 6.4 6.5 63 R4 6.5 66 6.7 6.7 6 6 6.7 6.8 6.9 7 6 8 69 7 7.1 72 Point System Summary: Climate Zone 11 SCORE CARD , 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. 'Slab Edge insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) sures Or R -value 1381 U -value (O.Omol or R -value 111) U -value [0.0981 or R -value 1191 U -value (0.0311 or R -value (01 F2 factor [0.771. Stan%daar%d 'Ij* ideoc+e1 U-vaiue [GAM 'b Tsai G3ats (161 a. North b. East C_ South d_ • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating iso � % Gla SC Eff. % Glass a. North x Z. X b. C. East South Z ► x Z ► ,s x = = t L d. West 14 X YJ= Its e. skylight X 4 IT A& - I S. Shading (Shade Closed) BUCr=MU&<FA COND. FLOOR a. North b. East C_ South d_ • West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating iso � SC Eff. o lass x "6, _ Z. X = Z. 's"o x T X = d 4 IT A& - I TYPE •1 MASS AREA' Z?j • BUCr=MU&<FA COND. FLOOR AREA TYPE 2 4ASS AREA Exterior Wall Mass ND. FLOOR OR AREA SE or H5FFa 10,72M 61 A1`. Efficiency 10.781 lsfetsive SE or HSPF 10.56t15.1S1 ` %y 07 . t X I = - _ SFr -R 1931 Dua urieieaey (0.741 Effeai"SEl•R [7.031 5( TA -ism- Credit (oone( Point Scores V 0 Sum 7 O PnrnrTntal: ri/ Certificate of Compliance: Residential Climate Zone 11 D-8-6 Titin 1 41: -) _ 2 / _ BUII,DING SHELL INSULATION- Component Insulation Locannn/Comments TVDe R -Value (suic..to r-waae, r>rviral. awl Wall .............."- Roof ............. Roof ............. _ Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices Glaring Area Glass Type Interior Exterior Orientation . (sf) (singl%double) (roller blind. etc) (shadescmen, etc.) North ( ) /� • 5 North ( ) EastEast ( )_ South ( ) South ( ) West ( ) West ( ) Skylight....... —� THERMAL MASS Type/Covering Area Thickness Overhang ` Framing Type ala 0/ d l.� HVAC SYSTEMS Minimum Duct Type (furnace, air - -Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) (SE, SEER.HSPF) (awe. etc.) R -Value (Btuh) (or avoroved eaual), a4V.a6R� . r. Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System T (storage gas, etc.) Capacity or approvedequal) S ci Feature s e G SPECIAL FEATURESIREMARK ( dd extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR t NOTE: Lowrise rcsidentiat buildings subject to the Standards must contain thew mean= regardless of Ue compliance approach used Items marked with an asterisk (•) may be superseded by more stringent compliance requtremens listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component perfomnatce specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacture's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no gnaw than 2.0 peirn/i nch. §2-5311: Insulation specified or installed meets Califomia Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): vapor barriers mandatory in Climate Tares 14 and 16 only. §2.5317: Infiltration/Exfrltra6on Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. e. Doors and windows weathersripped: all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier instal led to comply with §2-5351 meets CEC quality standards 12.5352(d): Installation of Fireplaces I. Masonry and factory -built fireplaces have: L Tight filling, closeable metal or glass door It. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Spare conditioning equipment sizing: attach calculations. 62-5352(h) and 2-5315: Setback thwart x= on all applicable heating systems. • §2-5316(a): Ducts constructed• installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, waw heaters, showerheads and faucets certified by the CEC §2.5352(1): Waw heater insulation blanket (R712 or gnaw) ox combined interior/exterior insulation (R-16 or greater). fust 5 fees of pipes closest to tank insulated (R-3 or greater). §2.3312(Exception 1): Pipe insulation on steam and steam condensate return old recirculating piping" §2-53 18(d): Swimming Pool Heating I. System has: a. ONoff switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock: 5. Directional water inlet. Lighting and Appliance Measures ' 12.5352(1): Lighting - 25 lumens,/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 02.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STAB Tbis certificate of eomphaim lists ttx building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Cbapttr2. Subchapter4. Article I of the Califomia Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer • fin. � A ` . Matti: Addm a: : y ti fi: Telephone: Lie. N: ,f N- F (sitnattrre) (date) V. Y Documentation Author Nam: TitkJFurm Building Owner Natt►a TekpMnc (sitnsttme) (date) Enforcement Agency Name: Atabcr• Tekphonc alta l ICeilingeInsulation 15. lnfiltraGon (Air Leakage)19r In"t oT The mal Mass I 12. Cooling System I� Interior Mass/CFA 2. Wall Insulation Single- Number of stories Number of stories R -value One Two Three R-0 -103 49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 1 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Single- Single - Number of stories R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -144 -70 .46 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3. 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 • 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 40 -90 - 0.60 -144 -70 .46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34- -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 -3 Number of stories 0.80 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 40 -90 - Number of Stories -14 R -value One Two Three • R-0 0 0 0 R-5 8 5 2 R-7 8 6 .3 F2 factor 0.90 -4 -3 .1 0.80 -1 -1 O 0.70 2 2 1 0.60 6 4 2- 0.50 9 6 ' 3 0.40 12 8 4 Specification Points Standard 0 6. Glass Heat Loss ' Total Slab Floor Single - Raised Floor Efradve Pes t Glass U -value East I Percent .West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 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 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) - Effective Peree►t Glass (percent Slays x SC) Effective Slab Floor Single - Raised Floor Efradve Pes t Glass %Glass North East South .West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 2 •4 -2 0 na =. not allowed -5 -4 -16 2 IB. Shading (Shade Closed) Slab Floor Single - Raised Floor Efradve Pes t Glass Family . Stories Multi - (Perone) )las x SC) Stories %G� Nom Eat South West Slgrffptll 18 -14 -48 -69 -64 na 16 42 -42 -59 -55 ria 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 3 8 -5 -17 -23 -21.. -56, .7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 -9 -11 -10 -30- 4 -1 -6 -8 -7 43 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1. 1 -4 0 2 3 4 3 0 na not allowed - -- - 3 Interior Slab Floor Single - Raised Floor Mass Family . Stories Multi Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 •3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10, 11 11 5.0 4 7 9 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 - Sum of 14. Wall Family . Family Multi Mass Detached Attached Famiy 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 12 200 10 11 13 11. Heating System SE or KSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 SEER (assumes ducts in attic) Stn of 7-10 -25 or -2410 r1410 -41D Sum of 14. 16 or SEER less -15 1 •6 -25-or -24 to -14 b -4 to +6t6 16 -or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0,80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 _ 20 j8=15__ 13 11 8 12 9 Effective SE or HSPF 2 2 EKeddve SEER (SE or HSPF x duct efficiency) 5 Effeclve -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF-less SE None 45 4 +5 +15 more 0.30 2.75 -73 -84 -56 " -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3-.67- -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 .0 .0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 -7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 SEER (assumes ducts in attic) Stn of 7-10 Zonal Control Adjustment 10 8 7 6 4 3 -25 or -2410 r1410 -41D +610 16 or SEER less -15 1 •6 +5 +15 more 8.0 .14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 7 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 12.0 15 13 11 9 7 5 _13.0 20 17 .,1 14 .1 12 9 6 2 2 EKeddve SEER POU 8 5 (SEER xduet efficiency) •3_ 1.7 SE None Sl:m of 7-10 -24 -18 Effective -25 or ,24 to -1410 -410 46 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. . -9 -7 -6 4 1 6.6 -5 -4 -4 3 •2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 2 10.0 22 19 16 13 10 7 -19 11.0 26 23 19 15 12 8 5 12.0 30 26 22 - 18 14 9 i a 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 Te.0 2 BASS No Cooling System Installed _ _V_ Jr -14-- 1• Stories 1. Ceiling Insulation eq MGasures c.' South T e1 X R ue I. One -5 -4 -4 -3 -2 -2 Two + 3 3 :. 2 f 2 2 1 Single -Family "shed and Attached 4. Slab Edge Insulation or f Unit Size (SO < TYPE 2 LASR e R -value [0] Water ;199 12M '1700 2200 2700 Heater Credit . or q to to to - or Type Type less, 11699 2199 2699 more SGNone 0 1` 0 `� 0. 0 0 10% Solar - 12 8 . 6 5 4 45% HP -HWR 8 5 4 3 3 80% WSB 5 3 3 2 2 0.2 POU 8 5 4 3 •3_ 1.7 SE None 37 -24 -18 -15 -12 . Solar -1 -1 -1 0 0 4.6 HWR -18 -12 -9 -7 -6 0.6 WSB:_ -25 -16 -12 -10' -8 2.1 ROU-_- - -1-8 __12 -9 -7 -6 3.5 IG None -5 .3- -2 -2 -2 5 --Solar 7- -: 5 - °4 3 2 1 POU -3 2 1 1 1 24 E None -28 -19 -14 -11 -9 3.9 Solar -8 5 4 3 3 - 5.4 POU -10 i a -5 -4 -3 Multi-Fandy (Individual units) 2 2.2 2.4 (s 2.8 3 Water 699 700 1200 j 700 2200 Heater Crede or to b to a Type Type INS 1199_ 1M9 2169 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2. WSB 9 4 3 2' 2 POU 9 5 3 2 2 21 SE None -45 -23 -15' -11 -9 3.6 Solar • 2 1 1 0 0 5.1 HWR ::23 -12 -8 -6 -5 0.9 WSB -25 -13 -8 =6 '-5 24 2.6 28 3 3.2 3.5 3.7 G ;.None 3 -4 __. 3. 3 2 2Solar26.: 1POU L -2 4.9 5.1 5.3 5.6 5.8 6 6.2 1 0__ 0 0 1.7 E None30 21 C- 15 -10 " -8 3 3.1 Solar a- -`18 9 6 4 4 POU i _.L-- -8 -4 -3 -2 -2 _ Te.0 2 BASS SCORE CARD _ _V_ Jr -14-- b. East h 1. Ceiling Insulation eq MGasures c.' South T e1 X R ue I. U -value [0.030] 2. Wall Insulation_ or e. Skylight _� X R value [11] U -value [0.098] 3. Raised Floor Insulation or 4 %: R -value [ 19) U -value [0.037] 4. Slab Edge Insulation or TYPE 2 LASR e R -value [0] Ix.►.test etM .1.0 -4.21 (ace ) S. Infiltration Standard 11. Heating System `' �* ( x _ Zonal Control? (Y/ My SE or HSPF TYPE 1 MASS (UIMC & 4.2, le: ex sod �- slab) SEER 19.51 Duct Efficiency [0.74) Effective SEER [7.03) 13. Water Heating Type [SG) Credit [none] 0% 6% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 606 70% 75% 80% MY. 90% 95% 100% 105% itOY. 115% 120% 125!, 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 29 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 23 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 54 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 21 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.6 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.2 9.5 3.7 39 4.1 42 4.5 4.7 4.9 5.1 5.3 5.6 Se 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.8 3.8 4 4.3 4.S 4.7 4.9 5.1 5.3 5.5 S.7 5.9 .50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4A 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.6 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 2.7 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.8 4.8 15.1 5.3 5.S 5.7 5.9 6.1 6.3 6.5 80Y. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85Y. 1.4 1.7 1.9 2.1 2.3 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 54 5.6 5.9 6.1 6.3 65 67 WY.' 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 66 95Y. 1.6 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 39 4.1 4.3 4.6 4.8 5 6.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 6.1 5.3 53 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.6 3.7 3.9 4.1 4.3 43 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 110Y. 1.9 2.1 2.3 2.5 27 29 9.1 3.3 3.6 3.6 4 4.2 4.4 4.6 4.6 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 6.9 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.6 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 2.1 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 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD _ _V_ Jr -14-- b. East h 1. Ceiling Insulation eq MGasures c.' South T e1 X R ue I. U -value [0.030] 2. Wall Insulation_ or e. Skylight _� X R value [11] U -value [0.098] 3. Raised Floor Insulation or 4 %: R -value [ 19) U -value [0.037] 4. Slab Edge Insulation or TYPE 2 LASR e R -value [0] F2 factor [0.77] S. Infiltration Standard 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight B. Shading (Shade Closed) Type [double] U -value [0.65] Point Scores 0 /,r,?. I--"- % Total Glass [ 161 Sum Glass SC Eff. % Glass X = S X �.� X = 3• A3 X �L = % Glass SC Eff. % Glass _ a. North x _ _V_ Jr -14-- b. East h X c.' South T e1 X _ d. West O X_ _ e. Skylight _� X t" 9. Interior Thermal Mass TYPE 1 MASS AREA $ FLOOR AREA 4 %: Interior M. COND. 10. Exterior Wall Mass.., TYPE 2 LASR e ,�� Ap _ Exterior Wall AREA ND • 11. Heating System `' �* ( x _ Zonal Control? (Y/ My SE or HSPF Duct Efficiency [0.78) Effective SE or U. Cooling System 10.7216 6]_ x HSPF [0.W5.151 Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency [0.74) Effective SEER [7.03) 13. Water Heating Type [SG) Credit [none] Point Total: