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HomeMy WebLinkAbout069-030-010_i' _. } �C�I GSI OO��� r' --n- �� 4RESIDENTIAL 69-03-10 1189-90B,P,E,M 7 k),, BRANN, . Gerald 6189 Beckwourth tiday, Oroville (new,sf) CONTR Paul Tyler Const. i6 6e- -Vf 2d fi 13 c Al / ,,ff / ✓ �Y','Y ti,' .il C J OFFICE COPY Address Y Z, Date ELECTRIC Meter By Date 1� \ i Y r' JOB FINALLED (Date) C — Signature J=OK O = Not OK Not = Not Ready MOBILE MOBILE HOMES Date M0131LE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch "K 1 3. Sewer; Location -Test -Fall -C/O Concrete 10 f 4. Water; Location -Test -Easement Needed (Sketch) _ 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete r 6. Gas; Location -Test -Wrap: / P11t. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance t Date Card B-1 Date - __Card B-1 Y Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector s 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 MISCELLANEOUS 4. Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders•and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors t 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 -Mash 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date - Card B-1 Date Card B-1 Date 1 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 t 10. Plumb.; Cir. Test -Water Supply Test umu .ara o-, Lace caro n -i Date Card B-1 Date Card B-1 J=OK ' O = Not OK 1 - = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date UNDE OR (Plans) OK except #'s ` Toni -Setbacks-Easements-Flood-Slope Main; Soils-Elec. Grnd.-j ' Ftg. Depth tg Garage; Soils-Steel-Elec. Grnd.= ZC Ftg. Depth tg., Porches & Decks; Soils -Steel ft.417tg. Depth S. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 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. Insulation DateCard B-1 Date Card B -i Date Card B-1 Date Card B-1 Date PLUMBING Permit OK except #'s ate_r Htr.; Vent -Access -Combustion Air -Baffle 1 ater Pipe; Test & Anchor -Nail Protection V.; Test -Fitt & Anchor -Nail Protection hower P First Floor -Tub Access Pe-re-st Tub & Shower, Second Floor -Tub Access s ipe; Size & Anchors Date Card B-1 Date Card B-1 DateZ14 1 Card B-1 , A� . Date Card B-1 Dat ELECTRICAL (Permit) OK except #'s ixtu •& Transformer Clearance -Ins. Protection le eceptacles Spacing -Lights & Switches at Doors 2 Size oxes & No. of Conductors -Stapled M -go- tailed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 244 Range Circ. tL17 ga or AI -Oven Circ. / / ga. Cu or Al. Ins ted Neutral 0 Yes 0 No ece-Riser Conductors & Ground -Main Disconnect q learances Panels-Motors-Mech. Equip. 3 Cloths Closet Light -Shower Light -Spa Light 35 -55m -oke Detector Date j Card B-1 . Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 . . Ducts Insulation & Support ent Fan; Exhaust above insulation 36.-eVn-densate Drain & Overflow; Size & Grade OFurn a -Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 tic Access & Platform if Furnance in Attic Date Z--- Card B-1 1 Date Card B-1 Dat Card B-1 Date Card B-1 Date FRA ING Pans) OK except #'s ils, Proper Material & Anchors 4 tuds-Nailing, Spacing & Bracing -Plates -Sound Barin Walls over Girders & Floor Nailing 44--i5rall,stop in Walls (rat proof) 43."F -ire Stops; Furred Ceilings -Stairs -Chases -Tub 44 eaders & Beam -Size & Bearing Date FRAMING (Continued) . Han rs-Post Caps -Anchors -Conner rs Ing. Joist-Rftr. ties-Purlin-roof Bra s - ng.-Rfng. ireplace Ties or Type A Flue -Fireplace -Throat clearance 4L.Aw Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49 RdxP*-Wndows or Exiting Doors -Sill Hqt. & Dimensions e Fire Protection Framing rty Line Firewall & Openings pors-One 3' -Check Garage -3rd Story, 2 ExV8 Width -Headroom -Rise -Ru - ding- e'Prote�ction od on Roof Overhangon Roof Overhang -At l .5 -?after Outriggers Outriggers -Nailino Veneer qG.. Staeco-1o19' h 7 rip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection -Skylights -Plastic. 58. Sheer Walls; Nailing -Bolt SeG 4tc�t�y on lia��L 49. -Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date 6Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date FINA fans OK except #'s E eps-Door & Sidelight Protection -Landings Smoke Detector _68-F-urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting I. &.Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels irs & Rails 4&-farop1ace_o"tove; Clearances -Hearth 6 c. Outlets at Wood Panel; Int. & Ext. ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance c. Outlets & Receptacles at Kit. Counter 12--15a-rage Fire Door; Swing -Landing -Closer 7 age- Dam per r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location E6.--EtTc—Receptacles in Garage; (G.F.I.)-Romex Protection 'AZ_trrsUfafion-Foam-Looked in Attic t Yes Z rd Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes ollowing instld.; Drive �❑ es o; walks Ej Yes o; Planters 11 Yes t2'' o 8W R ish C rt; Disconnect, Electrical, Plumbing r ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to O,peffings Wat Well; Disconnect, Electrical, Plumbing E;xterior Elec. Trim; G.F.I. Receptacle -Underground 89. Ve 'iation Throughout House 8 Glas ection orrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric so -Ka -ter & Sewer Connected -C/O to Grade -HD Approval nergy Compfance Certificate -Other Certificates Date - Card B-1 Date Card B -1 - Dat 2's R Card B-1 Date Card B-1 Date 9 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: d'dl-2751 7 County Center Drive, Oroville — Phone: 536-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OM PERMIT NO. A routine inspection indicates that the following violations 61 County'Ordinance exist at the above address and *should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation— lease contact this office immediately. I p Date Inspect6r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way,. Chico — Phone: 89,1,-275.1,,. ' 7' County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. r' A routine inspection indicates that the following violations of County Ordinance exist at the ove address and should be corrected. Please notify this office when cor ction of,work is completed. If you have any question pertaining to this matte or need additional explanation, please contact this office immediately. 2 w f✓Vl c�"'Ll� M4 r T l =/lwvyL r r ' r Date i� Inspector. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS • 196 Memorial Way, Chico — Phone: 891-2751 I 7 County Center Drive, OroviIle — Phone: 538-7541 ; 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE RAi_1ro moi -7C, OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at tW above address and should be corrected. Please notify this office when Perrection of work is completed. If you have any question pertaining to this m/na� er, or need additional explanation, please contact this office immediately. r,7 Cr � ((2_z67_V n a�colJ acv' laze- c d z-:5- V Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE r� RMI T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matt or need additional ex 1 atio onta ffice immediately. Inspecto Date__ ?—Z COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE T OWNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date! ? Inspector& CEILING BATT OR BLANKET TYPE %sSBRAND NAME, CERTAIN,TEED THLCK,NESS • : . " IZ_,� THERPIAL RES. !3 LOOSE FILLTYPE. . INS.UL SAFE- ;II•IBRA"ND ,`NAM CERTAINTEED," THICKNESS !':r''!. T.HE.RM.AL.RES: 8 FLOOR ,"ELEVATED. ." MATERIAL FIBERGLASS BRAND NAME" CERTAINTEED. THICKNESS THERMAL'.RES. t FLOOR, SLAB i .MATERIAL BRAND" 'NAME . :-THICKNESS.. ". THERMAL RES.. �. WIDTH �I FOUNDATION WALL .MATERIAL BRAND °NAME 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...' SHASTA INSU.LA.TION INC. #530235. FIRM. NA. ER STATE :CDNTR'.' LICENSE NO. I ereby certify the'"abov.e, insulation a.nd 611 required items as shown . on the Building Depart.-approved'plans and attachments ,have been -installed as .required by the.State of California Energy Requirements. All equipment, devices and mate rials are.of the, quality prescribed or" are specifically "approved by the State of Cali E:. FIRM NVIVOWNER (PLEASE PRINT)` STATE CONTRACTOR'S LICENSE NO. I n _ A. " NTRACTOR/OWNER DAT This certificate. must be on file with "the .BUILDING DEPARTMENT prior to final inspection approval and a copy shall be posted within the building. JANUARY 1984 M ' LU 0 Q J 0 0 I J J BUILDERS SUPPLY CUSTOMER'S ORDER NO. INVOICE Na: V 03106 DIVISION OF � COLLINS PINE COMPANY 2560 FEATHER RIVER BLVD. • OROVILLE, CA 95965-9262 PHONE: (916) 534-1242 DATE SOLD TO lwc .c. 7 l_-.. JOB ��__ v 11 T 5 ✓ PIECES 'SIZE Length DESCRIPTION FEET PRICE AMOUNT Z..6 S i TERMS: NET CASH. NO DISCOUNT. SUB TOTAL � O [i All mounts are due and payable an fire 10th of the month following date of purchase. Legal action maybe instituted lot collection. A late Marge of 1-12°A will bei imposed upon all unpaid overdue belarnoow and en additional1-12%of the unpeld balance M the toilea h addn month that payment on that hem is overdue. This late Marge is liquidated damages, measured by the time the money U wrongfully withheld plus adm'r'6R '.va a nabyreWted to a 'ng end eeoounting for a late payment. Since the measure of actual damages will be a mmpar- atively small amount and h would be economically i a lin M i n o1 defau to ablish the actual damages by accounting procedures. Builders Supply and Buyer have agreed in TAX advance that 1.12%per mond is a reasonable au es I ' for to pa ru ACCEPTED 1 RECE GOODS X V TOTAL C U b`it Of TIM /-7 r t a �o ► it ....✓ � z CER IFICATE OF C ONFORMANCEi 1HE UNDERS16NED MANUFACTURER HEREBY CER TIFF S that the products identified below and on attached sheets Nos.are marked with the. Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) 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 YaughRS1r.�Q.o_r1._ ............... , 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. Proof loaded end joints, JOBNAMr (Stock) Georgia Pacific �- JOLT LOCATION Sacramento, Ca, 1 $ A C 5291 _...._.-DATF4 /,1 .6 / 9 0 _ MFOR s ORDER No ..... 5-4.7.44-7-3- ___..__.._...-......__ Cl15TOMER'ti ORDER NO �..__ _ 24F -V4 ( SIGNATURE S�.T //L!���!'�!`r�,�'-� COM'•ANV_ Clair L. Pittman TITLE......._._Q.. C�._...$u..�e.r__?..sorADDRess_V.a.U9.hn.$.....Orejgg Bohemia�Inc. - DATE 4 / 319 _�_...._..-......� AITC fYF_ REB Y CFRT/F/fS 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 sole 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 Cert1ficate No. 63435 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (P 1903 AMERICAN INS''11'rVI F OF TIMBLA C014ST'RUCTION the typical, quality mirks is flor. !,Icl*,T Jt.il is Ihe "' S I'OM PRODUCT QUALITY MARK .ie A '"' U U , 1 44� tii Tq P, 143 . . ................. of quGlifipd ilt., Plant W8 � "Awl WAKI, � OUAOTY S � �Yj i T ) 0 ANSI/AITC ....INSPECTED A190.1-1983 Iur! :CC:'II:' by A ITT, ANSI."t A190.11-1983, Sou.,tural G!ued La au-cl Tind.10, I A TYNCAL NON -CUST'O'M PRODUC. F QU) ALITY, MARK 1deMjficAcfn.o1 structjud usc, dl;! !;Died tj,/ syll-look: Lending T—i:.*-:,>,ion rncl U.—clulroirmous or canto levtt s; USE ARCH ,4 1,1;, A R C 1-1 A h: t c, c t u ti, Ji PRLM 10: uO'l I till" ick' :>,F, L i Am% u2,v*wmtq =-, wh) . AUTY000 -00 GOF-XX------.. ANSI//AITC hasj!j and, r!:;!,W A I TC A 190.1-1983 essential deiads ar'! ANF,1!',A1TC Lam;:: -)! ,I: MTC; ITC 1larnooazii -nbirlil:011 11,1filbi Will cor t AITC C V •` '� CD CER I FI:GATE OF CONFORMANCEW" IHE UNDERS16NED MANUFACTURER HEREBY CER rIFIES that the products i►lentiliod below and on attached sheets Not.are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION JAITC1 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 then at our plant in valughn._S1.r-e 0-(L_ ...,..._ . ., 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 1. Chapter 25 of the Uniform Building Code. Proof loaded end joints. na.k� roe«rwr . ......... ....... ._. _.__..____.....----._.._. _.. ... ._.._.... xW Ano« Sacramento, Ca. a•IsTr"#V ON* M «o _SAC '5291 . __. _. DAT• 54-4473 .................._wrq•Iso••Ikll.w._..._._...._..._......._._...........� 24F -Y4 Bohemia _Inc.s...� I�ItiI.IN1111 .-JG�n ` cowANr _ L ..........r !' Clair L. Pittman A/' r•��� .... _ Q.:... •.. S U e r V 1 S O r �ao�c�s �.a u 9 h �. i....0 r e.9.O n.—_ .. o�Tt3 9�..._ _.... AITC HEfi EB Y Cf_ RTIFItS. 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 adikluacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau Of.:,1 the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in th0 judgment of AITC, Mid company is capable of complying with *applicable manufacturing and testitlg provisions of said Standard in resreet of products manufactured at said plant. Conformance with the Standard in ►eapaot of any specific or particular product is the sole responsibility of the manufactu�7pr; AITC's guarantee hereunder being that the said company is qualified to produce a prbduct'maeti`ng the sold Standard . and that its plant Is periodically inspected and verified by the AITC Inspection Bureau. S _.AAAA._ 1„ A •t:• 1 AITC FOAM IBCA AITC Cerhlicate No 63435 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 0 I983 AMERICAN INS#•YN1/ oo rimean ccw$TPuCT10N i+ 4 r ....�..•/ ..�•A1. •,�►•• .�►•401111►'Y VI�RI n11 7 ` •"•Jh •«�::' •J./du1M.'�hJll ..•.'•:•Ie11 Its; ---C vf•it• "P 1.13.•.M1w11 ml O lylti[•al 4u•11•ly mnkf tiulo-v it owl %�• �. �.r 1 b• .k/• 04d It ,II.1 a •Ir11 j.11V tc•1 Ihr $10KO "! of iMln[[Kion A TYPtCA. CUSTOM PRODUCT QUALITY MARK ` P-143 1111(; d•1 •�1NIk1A Ot 41�1H1hi � QUALITY ' ANSI/AITC .,. INSPECTED - . A190.1--1983, j Wow I" V", o!1% • 13.»i.;l°Il�.1i 'N'Mlu•11 Illdl: \' �. • i !+` t � i I t. qMf M: 1 ..'JM••Lt•!'It. III► [) 1.1!�t.l•11:111, � � `,,' ; f 1,; • ►'•/••►:N1 Jtl. 't'1:"iltwli / elt..11ily co'll1•.0I ` .. I . •t .•� I!Idicatus cnnf.>tnwnq, 14 Nfi1SI.A 1• N•t...�lw.i. .. ItNI••rli.:�lliy •1,II.•t11a11 by' �{ AIM.1Mt-SllwaurN GkW l G I mt-o Tinitoex 1 .A TYPICAL NON-CUSTOM PRODUCT QUALITY MARK Ietalliflcallan of ttnatw'sl 1111•. i I !181,1) lnr Ivnitwk: ' ' .• ...... ......». ' 11•-4I11111d tpt1$ bQAd111/ AMMAIIt/j I '� I 11.4.111t1f!UtIWI IMIft111M. t �/?'•tiM M � d t•e:` 'CrB•�wltlm[ow ett ea•t1/M1►eallt � .. USC E ARCH • . 11 rllltllly 1n..•11111:r ► ' 1• •'Zj • • �1..•�,� Ilr,► • .py11y1,1111'u �� fN�.;1.' ii Ti ` iy• !; 3 ...... : I•.:IL.t11.1�. ARCH •AltAillleftl/ SPECIE.:..... • ,.•.1: M•...:1.•,11;.,1.• �, IplallliM 11�ellti' • ` •. , �. 1.140.11 ./0:11 1.1:.• Ilo`/ •Itf111111ti1@1.. , QUALITY e � •ub•I.•.•J �►t111ar•:Pf •r dfAi. 111r kl� 0 000.00 001-•1CX INSPECTEO� '•; 1 I • N�::1r. a1 utNl.l tnw•M IrMr `,1. ANSI/AITC / A1901 1983 m %.r ' •la i tator• Atte ton-poll : — 11jt1t i11w1iIN1 IItIdco11111M1,tllatt fjvlllw ;, ial ./111ams": "11?•M.24F Vr. .lisle 111'x•► • i1' 1i 111.4191.1 0I•n11 1.401H ,I►::1, L.M•t.111t/.11M.r to ArSL AI I r hlI NI t•/l/att e•••r, fvt 1p1 if cilwo" Attt0.1 1M.51140140.11 (i1.ij11 Wolo'-:, N1�1• i h1 rr••.I:y1i�.'•[ IM...h!a el •Itrul Ilt•rl T mt,:• ` .ry,l• . 11�1••.•Itd ••1tt11U :..e: low Odo / • ir. .� f ,•.. y/•.•n 1.l•N.. ..f••.1..1 ,, MIfQCtIf1101111• •�,•. `%Ila •IIIA Cut11t11prwlwcl% •tl•1tltl IMlm-is sitekliclulldeml on tow- t1:•1v ••r: OWNER'S NAME: 62 LA. LP 5 1<41 X /v RECEIVED PERMIT NUMBER :�A. P. #: DATE ESIDENTIAL F� NON RESIDENTIAL RECEIVED BY %� TIME REQUIRED PRIOR JO —PERMIT ANCE ISSU --—— — — -- —— F-1- FROM DATA SHEET REQUESTED BY PLAN CHECKER F-1, OTHER REQUESTED BY CORRECTION NOTICE Q' YES Q NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, PROCESS AS FOLLOWS: --.———————————— — — — — -- Mail to owner (Address) Mail to contractor Call Name and Address) and hold.for pickup at Deliver with next inspection. REVISED PLAN CHECK FEES PAID: f office. $15.00 $30.00 Additional Fees Not Required i T „. R• COUNTY OF BUT,;jj� WPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 959E5 - Telephone: 916/538-7541 L_� APPLICATION AND PERMIT PERMITPEBMIT NO. ASSESSOR PARCEL NUMBER 69—03-10 ZONING RT1 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAI NG ADDRESS Roseville 95661 3286 R 131,1140 77Q D4 1l;),;gQ CONTRAC OR' NAM TELEPHONE 596 GOIT CON RAC 5 A ADDRESS =5,960 1,800 6151 Way, Orovi e�591 _260 Fireplace 11 tt 000 CONSTRUCTION L ND R J UNKNOWN Total Valuation $ EN I ADDRESS Filing Fee $ 10.00 Permit Fee $ 56 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee -0_50 - None 280.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 15 2.00 30.00 Solar or heat pump water heater 20.00 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP ��-111 Water piping 5.00 5,00 12 KR Unit 6 Each pas water heater or vent 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 SF ® Duplex❑ Mobilehome❑ Other Building sewer 5.00 5.00 SPECIFY Mobile Home S I G I W 10.00e TYPE OF WORK New❑X Addition❑ Remodel❑ Utilities[] Installation❑ Other❑ Permit Fee $70,00 Describe work: _ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW oR ADDNST ( DDWEACCLLIN GOCC'U65eg 2yzQsgft 101.40 1 declare under penalty of perjury (check one): NEW CONSTR. ULTI.OUTLET 2,50 ea I�XVI I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON.RESID BRANCH CIRC ITS POWER APPARATUS &) and Professions Pode and my license is in full force and effect. (SINGLE OUTLET CIR. R License No. �_ Classification far Ex. Occup(OUTLETS OR FIXTURES 20@30C 1.20 AL(930 ❑ 1, as the owner, Or my employees with wages as their sole compen- FIXED APPLNS. OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile Home Facilities 15.00 ❑ I, as the owner, am exclusively contracting with licensed contract- o H ors. (Sec. 7044) Misc. g 15.00 ❑ I am exempt under Sec. , Business and Professions Code !1 for this reason Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating 12.00 1 have placed on file with the County of Butte Building Department Heat a Certificate of Workmen's Compensation Insurance or a Certificate .Pump Coolin 2T & 5T 17.00 of Consent to Self -Insure. g ❑ I shall not employ any person in any manner so as to become subject Hood 3.00 3.00 to the W. C. laws of California. Ventilation 3 9.00 Notice to Applicant: If after making this statement, should you become subject Permit Fee to the W. C. provisions of the Labor Code, you must forthwith comply with such $51.00 provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspectjon Fee $30,00 to building construction, and hereby authorize representatives of the Countyot 0 c CON&T Tv E Butte to enter upon the above-mentioned property for inspection purposes. VTOTAL FEE $ I also agree to save, indemni y and keep harmless the County of Butte against 'es, all liab judgments, c ts, and expenses which may in ny way accrue against i Co t c ing of this pe, t.� H`AZ CUA PARK SCHL .F��J' PAR PD HD IS X Date 40This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do Signature Of Applicant — Owner❑ Contractor R Agent ❑ work indicated abov for which fees have been paid. An OSHA permit is requir for excavations over 5'0" deep and demo ition or construct- ion of structures over 3 st ies in height. D) C R OF UBLIC WORKS Receipt No. 64115 By (� { WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT c/�� PERMIT EXPIRES ate V ,D7at `� COUNTY OF BUTaE•: DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916:'538-7541 APPLICATION AND PERMIT PERMIT NO. ASS S R P R EL NUMB — — — ZONIN BUILDING PERMIT OWN ,R Y % TEL PH NE SO. FT. OCC.1 BUILDING VALUATION 4*0 ' OW R'S MAILING 00 S /3, esu C 1 CONTkCTORr NAME TELP(Q�H�O�N^E 916 6) ✓` CO RACTOR'SILI A DRESS // ©%J Fireplace JO), CONS R CTION LENDER I UNKNOWN Total Valuation QJ Filing Fee 10.00 LENDER'S MAILING ADDRESS Permit Fee $ _ ARC I ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADORES LtJO k �t CC Permit fee $ PLUMBING PERMIT FiIingFee 10.00 Each Trap 5 2.00 00 �Q ?J Solar or eat ump water heater 20.00 07© .00 LOTNQ. JSU..��IPNAME(t. PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mob le Home JSFG W 10.00 e �p TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Permit Fee $ Q Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Q Main service EA. ADD•L 100 AMP 2.50 p!. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason oR ADDNST ( 0WEACCLBLDGS. 2'hQsgft , NEW RES'D ULTI.OUTL T NON•RESID BRANCH CIRC IT$ 2.50 ea POWER APPARATUS e SINGE OUTLET CIR . ) L Ex. OCCUp( t OUTLETS OR FIXTURES 20050t BALL- 30 FIXED PR Ex. Occup. OUTLETS IRESID IE A.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for S100.00 (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 10.00 Heating t�0 g Coolin D Hood 3.00 Q Ventilation 1 9A 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. 1 also agree to save; indemnify and keep harmless the County of Butte against all liabilities, judgments; costs, and expenses which may in any way accrue against said County in consequence of the granting of this.permit. -' X Date Signature of Applicant.— Owner ❑ Controctoi ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep'and demolition or construct. ion of structuress over 3 stori.es in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 1 �O, HAZ CUA PARK scH L I FLD I PAR I PD HD 11.ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No.1 :: �-,.. __ 'Boa WHITE- -I-W-. C .FETOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPAWTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER VA A. P. No. �© Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted. (dw................. 2. lot plans in p Icate ripll*�ate, signed by preparer of plans........ Complete pl�n duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 14(ulllj I 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid. . . jj .................... ... ees 12. Park fpaid V• F �t� f �• 1 ....................... 2Z �U 13. School istricWes paid .............. 14. Sanitation approval from - /_ A, . V. UAJ Health Department 2 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 8. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. reque to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 0400 4. Recorded copy of Agricultural Acknowledgment Statement ........ 25. Letter of signature authorization ................................... 26. 27. When you issue the per it, process as follows: Mail to owner. Mail to contractor. Telephone, �5�' U30and hold for pickup at0yn of e. Deliver w/1*1 ctor. Other Applicant Date — `qo I Copy of Haz-Mat form sent Health Dept. Fire Dept. it Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: �esigner, owner, was advised of above required data by p o _mailcoun byJ�..date designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date TO: Building Department. FROM: Encroachment Permit Section RE:. Driveway Clearance c— �e 3 AP 4 owner. / location Driveway permit has been issued for the above property. Znb re ,/ l -date sign re Ce: JWV4-CI741/ /�D2A To .3, zord O,z Ji26'crL y ?-J � E714 BUTTE COUNl7 I' B. 0 Vat rY�E2) -DINING RM. t,IVING RM. } a Y. CDX LONER OEDROOIv- —A35 o.c, P� y 3" g cbX Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 90-20-529 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code. , requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 90-020529 Rec Fee 5. 00 " 5..00 I to land or included within an area zoned Cash for agricultural purposes, and residents Recorded I of this property may be subject to incon- Official Records ; veniences or discomfort arising from the County of 1 . ;, use of agricultural chemicals, including, Butte r but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers; and from the pursuit Recorder of agricultural operations including, 8:01am 21 -May- 90 GF1 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Lot 12, as shoran on that certain map entitled,"Kelly Ridge Estates unit no. 6 which map zeas filed in the Office of the Recorder of the County of Butte, State of California, February 6, 1979 in book 66 of Maps;',at pages 61 and 62. r� r iu rra Date: MAY 9, 1990 State of CALIFORNIA) ) SS. County of BUTTE ) P ERTY OWNER . On this the 9TH day of - MAY 1,990 before me, the undersigned Notary Public, personally appeared aRRAT.n R _ RRANN r Personally known to me. ❑ Proved to me on the basis of satisfactory evidence. 8 00 www ®w w a • i OFFICIAL SEAL _ O be the person(T) whose name() Is SANDY A. STACK ubscribed to the within instrument and acknowledged that HE NOTARY PUBLIC -CALIFORNIA xecuted the same for the purposes therein contained. IN WITNESS principal Offlce in BUTTE County co miewbnR IresDEC��ssa EREOF, I hereunto set my hand and official seal. Present A . P_,<No - i 4�� tary Public EN® OF DOCUMP BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number ) IU Building Department No. . School District. Ple A/') City D County [Z Jurisdiction r Property Ownerele Id - &a h %l_ Project Location/Address &f 7 0 e /'S �OotcY'Iil (Ua V Subdivision /� A ;11. & Lot'Number / Residential Development: Sq. Footage # of �� Living MHI Addition (Group R) Units Commercial/Industrial: New Building Department Representative Sq. Footage Addition (Including Exterior Roofed Areas) �ll?h- -c-2 Da-Ee ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. 9� School District certifies that Applicant Name) (Phone Number (Street Address) " (City) (State) /-(Zip Code) has complied with the requirements of Resolution No. �!� -�7-� by the payment of $ 7 f representing square feet. School Distric PAID BY CHECK NO. BANK NO 9Q 09406 PAID BY CASH epresentati.ve .�- 7-90' Date REMARKS: l Q Q ajec U white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) v - PERMIT NO: 36-90 r Lake Oroville Area Public Utilit'District 1 1960 Erin Street,. t OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. - Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: April 19, 1990 Applicant: GERALD BRANN (Paul Tyler) Applicant Address: 6300 Oak Hill Drive, Roseville, CA 95968 Applicant Phone No.: 589-1330. Property Location (s): 6189 Beckwourth Way, Oroville, CA 95966 Kelly Ridge Estates, .Unit 61 Lot 12 A. P. No. (s): 69-03-10 r Fees due: ALL FEES PAID , Application for service approved: LAKE- OROVILLE AREA . PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed 1 Location: -Date: By: s Lake Oroville Area Public Utility District release'to close permit: Date: By: , y 5/89 RESIDENTIAL PLAN. CHECKING GUIDE (S.F., DUPLEX& MISC. ONLY) QQ Bldg. Permit #��U9- OWNER A.P. # GENERAL ted! Zoning req:uirements:. (sideyard's and number of permitted living units). y Valuat:on. Plans signed by designer. 4. Energy Design and Compliance. /t/a"% IJD Existing violations on property.. ,-6-. Items on data sheet. PLOT PLAN JZ Complete 'Parcel size.and.dimensions. Setbacks, sideyards, easements, etc. �3! Other buildings or structures. Grading,, fills, drainage. Flood hazard. /fa! Special conditions on creation map or compliance document. �7! FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). _3Required windows for -second exit (Sec. 1204)_31 --Required ,A<' Skylights'(Chapter 34 & Sec. 5207).. Human impact glass (Sec. 5406). �! Required room sizes, ceiling heights (Sec. 1207). ;7?.GFCIs in baths, garage, and exterior outlets (Article 210-8).. ,,8? Light fixtures, switches, receptacles, and exterior receptacles for maintenance of 'mechanical equipment. Locations -of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. . Garage firewall, door size, and closer (Sec. 503(d)(3)). j-. 1 - 3'0" exterior exit door (Sec. 3304(e)). X1,2 -Fireplace and wood stove location:, alcoves, and clearance. T. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS. Foundation plan complete enough to construct building. ,-2: Floor construction details complete enough to construct building. , X-1Elevationsand wall construction details complete enough to construct building. Roof construction details complete enough to construct building. r1e1rdC Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOKOUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30.). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) ,4 Exterior plaster - weep screeds (Sec. 4706). _5/ Proper roof pitch for roof covering (Chapter 32). r6-`�' Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch.header sizes. Ldequate bracing. iving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. Noise requirements on duplexes. Adobe soils - special foundation design. etaining walls requiring design. Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. �WMIC /. SGC �a��iN��/rV�' �E�-�//�����it'�✓ �`��'� 7�11 ` . . ` + ^ FLTENGINEERIN8 ' PROJECT : P. TYLER CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0-8003-1 . PARADISE, CA DATE : 4/1990 (916) 872-0254 CALCIS BY : .LT ` ` ^ SHEET �/�� OF ., . ' ' FOOTING DESIGN: . . DENSITY OF SOIL (PCF): ` 100 � DENSITY OF CONCERTE (PCF): . 150 OVERTURNIN&RATIO - MIN: . � ` 1.5 - MAX: 2.5 ALLOW.'SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 . FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 8 - TOE FOOTING KEY - DEPTH & WIDTH (INCHES) 6 --BAVK TO BACK OF W LL (INCHES) 0 TOTAL WIDTH OF FOOTING (INCHES) 34 ' . OVERTURNING FORCE - Fo (KIP): ` X 0.68 � OVERTURNING MOMENT - Mo (FT-kIP): 1.54 ^ TOTAL RESISTING WEIGHT - W (KIP): ` 1.72 RESISTING MOMENT -*Mr (FT -KIP): 3.31 OVERTURNING RATIO - SF 2.15 NET MOMENT - Mn (FT -KIP) -1.77 - ECCENTRICITY - e (FEET): ' 0.38 ' ECCENTRIC MOMENT - Me (FT -KIP): 0.66 FOOTING AREA - Af (FT^2): 2.83 SECTION MODULUS - S (FT^3): 1.34 SOIL PRESSURES - DL ONLY - SPt (PSF): 1096.55 < 1500 - SPh (PSF): 114.53 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1164.57 < 1500 . - SPH' (PSF): 935.93 > 0 . SLIDING RESISTING FORCE - Fr (KIP): 1.05 > 0.68 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.83 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.49 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.116 _______________________________________________0.116 8.75 #4 @ 20.6 DESIGN TOE REINF #4 @ 16 o Griffith &Associates "I• 0.30 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.31 <=1.00 Use formula: 1.62 Structural Calculations 01 -Sep -89 �t Steel column`Aesign 3g_, 1 page Per AISC manual, 8th edition bA MICROBREWERY 1187 sticol , Data DL+LL CRANE SUPPORT Steel type: A500, Grade B Fy= 46.00 ksl E= 29000 ksi Condition I= 168.00 In Cm= 0.85 (AISC p.5-27.5-117) M1/M2 1.00 k= 2.00 CONSERVATIVE Loading P= 0.500 kips M= 42.000 In -kips Section thickness Pit A I S r TS6x6 '0.188 14.53 4.27 23.90 7.93 2.36 b 6.00 tf 0.19 b/tI 32.00 d •6.00 ` Cb 1.00• bf 6.00 d/Af 5.333 tw 0.19 d/tw 32.00 Total column weight: ' 203.42 lbs, Analysis as 1.00 Cc= 111.55 =@SQRT(2'@PI"2'E/Fy)/@SQRT(Os) kl/r= 142.37 fa= 0.12 ksi =P/A fb= 5.30 ksi =M/s compact Fb= 27.60 ksi 0.60'Fy IQs Q�pFESSIpNq braced? Fb= 13.39 ksi @min((12• 10"3 Cb)/(I d/Af),0.6 Fy) F4 G use Fb= 13.39 ksi brace at maximum Interval 67-76'bf/@SQRT(Fy) In 82 =20000/((d/Af)' Fy) In 4 410.87 =(1950+1200'M1/M2)'b/Fy 0. J F'e= 7.37 ksl/ =(12' PI"2' E)/23' (k' I/r)"2 kl/r<Cc: sT�� 1.51 Fa= Qs'((1-(k'l/r)^2/(2Cc"2))'Fy)/((5/3)+ (3' (k' l/r)/(8' Cc)) -(k' I/r)"3)/(8' Cc"3) OFvCA��F��� Fa= 4.53 ksl kl/r>=Cc: 1.52 Fa= F'e Fa= 7.37 ksi Use formula 1.52 Fa= 7.37 ksl Interaction ' Stress Increase factor 1= 1.33 faTa.-1= 0.01 fb/Fb' l= 0.30 If la/Fa >0.15: 1.61 a: (Ia/Fa+Cm'fb)/((1-Ia/F'e)'Fb)<=1.00 0.35 <=1.00 b: (fa/(.60' Fy)+(Ib/Fb)<=1.00 0.30 <=1.00 If fa/Fa<=0.15: 1.62 fa/Fa+fb/Fb<=1.00 0.31 <=1.00 Use formula: 1.62 Structural Calculations 01 -Sep -89 ��.`...:... �o. BY ..................... DATE............ CHKD. BY ..................... DATE ........................ ........................!....-•--=...................... _..... _................ _. SHEET NO...._.. ........ ............OF ....... '..1.?e"1..1....��/ .... Z.....J_T...l.':.Y._"1.._ JOB NO..../_.... _f.:.R...... 1F L "T ENGINEERING '5790 CLARK RD, PARADISE, CA 95909 (9 Y 6) 872.94' Ila 7r7 81��1TTE -COUN'1 Y . x "3 Fx f` 3 ¢ aQROF�ss, BULDIMG► D - iM 2' APPROVED c, FOF�� 3, 1 -SHEET N6.'.-!;� ...... OF� ........ .......... ..... DATEf�D SUBJECT. . . ................... . .. . . ................................... ...... ................ CHKD. BY ... . ................. DATE . ......................... ........ : ................... ............ .................................................... z ........ . ..... w ................... JOB NO . . . ...... V.474 .......... . . .......... . . . ................................................................................... .. .......... ......... ................... ............................................... .......... ...... ................ ........................................................ . ........ v ,� . • -�� t,�5 — GP, � _ , D.2�,c 19/2. f ; Deo , � � o/ 33, • � - � -�_-C'�,t��'�; � ��c � V'P.;c 33 2,x --n''I'll''I'll"I'll 74, > 4 -.7007 oyr x (il, .33 Z/2. /,o 0,7 o=:t 339 6 qD� - �' G `9'3 6¢.c sT 33/x'. NJ ��..- �l. �% /�.3 -- (��c � . _ � .. OF 7 . ...... / ............. ....................... . ........... .............. ......... ............................. SHEET . ............. BYDATE .... SUBJECT ...........%...... CHKD. BY ...................... DATE ......................... JOB NO . ..........................•. ..................... ................................. ; ............................................. ......................................... ....... . ...................................................... ............ . ............ ........................... ................................................................................................ ........ ................ . ..................... ..................... 3312 4-0 S7 - _ /�`z 7� 4:2, le5, C7 SP, 3/4 /�/L moo,.; �. C4 j ll 0 BY.DATE ....................... SUBJECT ........................................................................... .......SHEET NO . ........ ........ OF ....... 7 I�GCHKD.BY.,:...: ............... DATE ................ ... . ..... ....... ....................1/ .............. JOB N0 . ................... . .2;7,�- . : ........... ....... . ..... ........................... I ..................... .................... ......................................................... .......................................... F L T ENGINEERING .5790 CLARK- RD* PARADISE, CA 95969 (916) 872.0254 /9Vop astr ESSI viv !�/� s — ��/`���� L�X�'. ,� Jif 23��0 7 7,>e 1,3 x /y,< l2v 3, 1,72 B W.TP_AP Ys Z�71ot-�4�r—IL40- /I S 71Y 4 �9/� 4�el=o r- .r,49 W aol, Ivor W/. 1,x 0_40 DATE SUBJECT .... ................ ...... SHEET NO . .......OF.............. oZ2�r ......... .......... .............................. ................................. ............... ................... JOB,NO.." .... .................. PHKD. BY 1 ................. DATE .... .......... ............... ..................... ....................... ............................. ................... . ..................... . .................................................................................... ........................ ................ 70P Z- fIV X, Ito _7110 46= (T7, 7zy e��a44,fj /00, ee!.��w 27. IF ��" " � m �' �`- -�'�c %2 �-�/ ori �3� x- cls Novc- 1 /7" � ��..-�o T � � ���'� int i,� - C f"1.67/j�30r%6n� '44 JZ, 73 to - X r (l? .1149v77x /Y/t— l� a= , 03�'X /fit . D ✓? x f. B/O x 7 D j G 0d 34- 1 BY........... DATE .... SUBJECT .... .................................................................. 0 .......................... SHEET NO . ......... r OF • CHKD. BY .................... :.DATE ........................ .. ..................... m ............................................ 7 ........................... ................ .................. JOB NO . .................................................. ........................................................... ........................ .......... ..................... ..................... ............................................................................ ................................................... .......... .......... 722 Zr17 �SC :gg �5,�,77y Z-' D049 X-C t5- TO Wlf t -,Z, e Z-,1l11ecl4' /�Z�c 3¢wbc-� 7F Of lax I,, kel 073 x 3`f Z, -7 /z��„�S— �a = �Z6X/33/z = i� �7, - 97-IZ 7-0 121,1jr All* DA SiU` .............................................. By .......... TE BJECT.. SHEET NO....*'.A� OF 7 ........... ..................... ... ................... CHKD. BY ............... DATE ........................ ............. . .... 'JOB No . .........9.Z.2.,...... ...... . . ..... BY....... ......DATE....` SUBJECT....4;/ ......... .... ........ .. .............. SHEETNO . ........ 7 OF. -....7 CHKD. BY ...................... DATE........................ ................................ ................................. ........................... ................ JOB NO. ........D......./-...-.......- ....................................................... ...................... .................................................................................................................................. ........................................... ........... . ........... - Z, AP/W 7- 37x Z) 7 X C� V'177C,,f- 11=�91-E-1 4�1 /20 3.x Jr 'g*' 2,2 a /j x S 2..37 33 /7x • 0q, jo i= A L_ C U L A -r- I' 0 ;\! E COUS MLOING APPR E S I rDENT I AL_ FO(JNID(-)T I (.jN WALLAS F'AUL TYLEi7�:, :0NSTF',UC:T 10 1\1 . �S15 1 EE f: is:'W0UF,:TI-I WAY OROVILLE9 CA 95,965 '!=:AU=:UI-A'T I OI\IS ARE i ►'J C:Or IPL I ANCE WITH THE 1938 EDITION OF TH` LJPC oz, -/Z� S I GNED------------------ '-- -- ------ DATE FRANk:: L. TYUk::OS, RC:E 332434 -- ---- F L 1 ENGINE : I NG / 79 ) CL_AF:F::: ROAD (-QF':ADIcE9 C:A ;J,59 69 FLT ENGINEERIN! SUBJE!= T o TYPICAL RES I DENT I AI_ . FOUNDA T I ONS 5790 CLARK ROAD PARADISE, CA BY: FLT DATE N 4/00 JOB NO a e 0-1003-1 PROJE !_ T :, ''AUL TYLER CONSTRUCTION SHEET 1 _-JF " A +!_,'_!65 .6151 • BE: C KWUURTH WAY OROV I L_LL-_ 9 CA.,95165 -STUD WALK, FLOOW AND- ROOD ARE SUPPORTED BY != i]NCf•:`.L_TEVAi3ONRY ETAI.NINu-- RETAINING— BEARING BEARING AND != ANTI LEVERED WALL- o ` RET e —BRe o -WALL-S ARE SUPPORTED @ TOP BY : CONCRETE.SLAP AND At THE: 'BOTTOM BY -FOOTING: CODE 1988 UBC SUPERIMPOSED LOADS: Iv 1N. DL. .010 x (3+8).= ....: 111 it.i,1 MAX. LL_ -- oi;16 x 17 + o010 .. C1i—O)' a .010 x-17 + 010 x: S + MAC L_i_ - ' ROOF ( SNOW) + .ADD'' L_ LIGHT ROOF DL + ADD " L HEAVY ROOF DL + ADD" I_ WALT_ DL_ + r'-' DD5 L FLL:lOR DL+LL_ LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING' (INCLUDES DL+LL. ) AND SLIDING RESISTANCE (MIN. DL ONLY), .- SURCHARGE OF 2000# WHEEL. LOAD @ APPROX. 31 FROM WALL • 2.0/6"2 .056 KSF • -- = s ' SU!T:!= H e APPLIED TO RIZ=Br':K WALLS ONLY CAC ` S FOR: RET. --BFR!j: — A.1 4°_0" HIGH WALL — SHEETS ._ & 3 A.2 SI -0" HIGH WALL -- SHEETS & 5 A.3 S 1 —0" :H IGH WALL — SHEETS S & 7 CONSTRUCTION DETAIL — SHEET S !- AMT" D: —. B e 1 4'76" HIISH WALL — i SHEETS 91 10 B-2 61 -0 -'HIGH WALL - SHEETS 11 & 1 B. 3 W - O" HISH WALL . SHEETS 159. t4 & 15 CONSTRUCTION DETAIL — SHEET. 16. MATERIALS-. CONCRETE — ULTIMATE COMPRESS. STRENGTH f ` l =- 2o6o PSI qS DAYS, .L 1:_riu — ULTIMATE. COMPRESS! STRENGTH - ' •f ill 15ob PS:L' GROUTED SOLID, NO SPE!= I AL INSPECTION REINFORCING .. ASTM Ap159 VRFAL"E 409 WELDED WIRE � ASTM A185,t�`•;G. — J1. -� ,; 01. 1 (10/0), ALLOW(..BLE SOIL BEAR I NG, PRESSURE L.1500 F qF 9 ` ALL.OWASL E LATERAL. L••;R e PRESSUAE --. 200 RSF t FLT ENS I NEEF:1 Ne PROJECT o F'. TYt--EF: CONS fF:Ui_:T.iON 5790 CLARK ROAD JOLT NO. o 0-8003-1 03--1 PARADISE 1 CA DATE . 4/1996 (91 E) 872-0254. l_ -'ALC S BY o FLT SHEET 2 OF /6 .SUBJECT: CMU BETA I N I Nim — BEAR l NG WALL_ . -------------------------------- WALL DESIGN: ALL_' CA,cuLAT I ONS ARE IN UNITS/LN! FT. GRADE SLOPE RAT I O o LEVEL' SOIL . Et ?U I VALENT FLUID PRESSURE. (PSF) e 30 SURCHARGE C FEET) e 20C;O# WHEEL .LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE C F'S I) o 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI)e 1500 SPECIAL.. INSPECTION REOU I RED.: NO ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): 250.00 , - GRAV I TY LOAD — DEAD LOAD (KIP) 0 . 1 1 — LIVE LOAD (KIF') 1.26 OVERALL HEIGHT. OF THE WALL — Hw - (FEET): 4 OVERALL HEIGHT OFTHE SOIL = Hr (FEET)2 A . E,7 THICKNESS OF WALL._ —,T (INCHES): 7. G GROUTED SOLID — WEIGHT OF PP..OUT ( PCF) o 135 - SLENDERNESS RATIO -- h / t s ' v 6 25. AVERAGE WEIGHT O1= WALL C F'SF) g 84 TOTAL EARTH PRESSURE — F hr (KIP): 0.33 REACTION @ TOP OF WALL — Rt (KIP):' 0.13 REACTION @ BOTTOM OF WALL — Rb ( K I F') c 0.20 HEIGHT OF .01 SHEAF: — Ho CFEET4 2.24 MOMENT - Mw (FT—t:'-'.!P)- a_0 . Is AREA REINF. (14- 2) 1 dl (IN) SIZE & SPA (IN) - -------------------- o.621. 5. 35 #4 @ 116.1 MIN. VERTICAL REINF. - A2 % (IN -20 MIN. HORIZONTAL REINF. — .08 %' C IN`''S) . t_;. 073 DESIGN F'EINF. — VERTICAL: #4 C 16 --HORIZONTAL: #r4 c 3' EFFECTIVE RATIO OF REINF. p: MODULAR RATIO — n- cl-0; t i COEFFICIENT — I.::- .::eACTUAL ACTUALRATIO OF DISTANCE — .j o C),. 89' COEFFICIENT — 2/ k j . 7. 34 ACTUAL COMPRESSIVE PRESS OF CMU — fm (PSI):- 41.56 i;'_; <. 216 ,66 ACTUAL_ TENSIONAL_ STRESS ' OF REINF. — is C KS I) e 2.69 < 20.00 COMBINED STRESSES @ WALL e 0.2S . 0 ' ' FLT ENGINEERING ' ^ PROJECT .1 `P. TWFR CONSTRUCTION ' ' � � =710 `CLARK ROAD JOB NO. : 0_8003-1 . ^ , ` PARADISE, CA DATE : 4/1990 ' ' . , � . ' �(916) 872-0254 .CALC'SBY : FLT '' SHEET 3 OF IS - FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 , ' DENSITY OF CONCERTE (PCF): 150 ' ALLOW. SOIL BEARTNG PRESSURE (PSF): 1.500 ALLOW.' LATERALBEARING PRESSURE (PSF) : ' ' 200 , ' FRICTION COEFFICIENT — Fc: ' 0.35 ' BEARING PRESSURE REDUCTION (PSF^: . 0 ' , NET. ALLOW. BEARING PRESSURE (PSF) : '. 1500 ' PRELIM. FOOTING — WIDTH (INCHES): ` 15.18 . . . — DEPTH. ( INCHES) : ' 6.00 DESIGN FOOTING.— WIDTH (INCHES) � 16 00 . ' —.DEPTH INCHES) ' S. 00 ' ' TOTAL GRAVITY LOAD — Pv (KIP) S.` .2. 00 INCREASE OF ALLOW. SOIL PRESSURE C%): ' .0 0.0.- ACTUAL ACTUAL SOIL PRESSURE — ' '(PSFV: 1502 < 1500 SLIDING RESISTANCE — Fr (KIPO: ' . ' SLAB REINFORCEMENT: �D �/�' �v^~/ ' REINF @TOPOF WALL (BAR #): MAX. HORIZONTAL SPANOF WALL (FEET): DESIGN HORIZONTAL SPAN (FFET):' SLAB TH7CKNESS (INCHES): SLAB WIDTH�REQUIRED (FEET): DESIGN AREA OA SLAB REINF. (IN02/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): ' 12 4 � 4 ' . 4 7.27 - 0.029 24 ' 8.78K � FL', ENGINEERING PROJECT e P. TYLER i_ ONSTF:UC'T ION. 579 i CLARK ROAD JOTS NO. 0-80c 3— j:F'A4:AU I. SE y A. 'DATE : 4 1ggo i'254 . ( 916) 872-0254 E=AU='S BY e FLT SHEET OF SUBJECT: CMU RETAINING — BEARING WALL ------------------------ WALL DESIGN: ALL i_AU=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE FIAT I O e LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF')o 30 SURCHARGE (FEET): ; 0 6# WHEEL -COAD 1 YIELD STRENSTH REINF. (KSI): 4•0 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)e 2000 ULT I MATE i :OMPRESS I VE STRENGTH OF OMU (PS I) a 1500 SPECIAL INSPECTION REQUIRED'.-,* I'IO 'ALLOW. C0i` PRESS,IVE STRESS OF CMU —.Fm (PSL):, 250.00 GRAVITY LOAD — DEAD LOAD (KIP) 0.11 — LIVE LOAD (KIP) 1,26, OVERALL HEIGHT OF THE WALL_ — Hw (FEET): 6 OVERALL HEIGHT OF THE SOIL --Hr (FEET)- 6.67 THICKNESS OF WALL_ — T (INCHES): 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): SLENDERNESS RATIO — h/t o 9 <:: 25 AVERAGE WEIGHT OF WALL (PSF T o 84 TOTAL EARTH PRESSURE — Fhr (KIP): 0.67 REACTION @ TOP OF. WALL — Rt (KIP):- 0.25 REACTION @ BOTTOM OF WALT_ — Rb (KIP): 0. 4. HE I i�HT Or 109 SHEAR — Ho (FEET): 3. O' MOMENT.— Mw (FT—KIP): 0.50- .',`:;0r='REA AREAREINF. (IN�2) v dl (I.N) SIZE & SFA (IN:;' MIN. VERTICAL REINF-. —.12 % (II`I12) e 0.109 MIN. HORIZONTAL REINF. -- AS % c:IN- ) e 0.073 DESIGN "E INF. — VERTIC=AL,. :1.f4• 6 — HORTZONTAL., #4 @ O'y EFFECTIVE RATIO OF REINF. — (_.t . 0.0011 016 MODULAR RATIO — n: COEFFICIENT — k: 0.30 ACTUAL_ RATIO OF DISTANCE — •je 0,899 'COEFFICIENT — 2/kj- .7. 45 ACTUAL_ COMPRESSIVE STRESS OF CMU — fm (PSI): 129.25A'250.00 ACTUAL 'TENSIONAL STRESS OF RE I N1='•. - .f s (KSI): 8.38 < 20.00 COMBINED STRESSES WALL: %64.< 1.t=; FLT, ENGINEERING .I . ROJECT" e P. TYLER i_ ONSTRL1C T I ON 579 ? i_ LAF: K ROAD, AS NO o i i --Si ii --1.. PARADISE, CA DATE : 4 / 1 `.- 90 C9 16 ). 8.72-02P4 i=:ALi= 9 S BY e E-L.TSHEE"f OF FOOTING DESIGN° DENSITY OF SOIL (PCF)- 100 ` DENSITY OF i= ONi= EF:TE (PCF): 1 5t l ALLOW. SOIL BEARING PRtSSURE ' C PSF i e 1560 ALLOW. LATERAL BEARING -PRESSURE (PSF) e 20i � FRICTION COEFFICIENT.— Fc: 0.35 BEARING PRESSURE F::EDUCT I ON (PSF) e 6 NET. ALLOW. BEARING PRESSURE (PSF) 0 1500 PRELIIl. FOOTING —:WIDTH C INi=HES) o 16.9 _ DEPTH QNCHES)v E . 00 DESIGN FOOTING — WIDTH ( I NCQS) o � 0( — DEPTH (INCHES): 1.2.00 TOTAL ` GRAVITY LOAD — Pv c F;: I P o 2.47 ' INCREASE OF ALLOW. SOIL PRESSURE Wi c:/)o o o -ACTUAL SOIL PRESSURE — 0 (PSF)f AM < 1500 SLIDING F:ESISTANi=E — Fr (KIP)i ::> 0:42: SLAB RE I NFORCEMENT- o RE I NF @ TOS-' OF WALL (BAR MAX. HORIZONTAL SPAN OF WALL- ( I= FET) e 7., 6 7 DESIGN HOR T I ONT-AL_ SPAN (FFET) a 4 SLAB THICKNESS KNESS ( I NCHES) e 4 SLAB WIDTH REOU I F ED A FEET) a 14.13 DESIGN AREA OF SLAB F E I NF . CIN-21LF)v 0.029 . ALLOW. TENSILE STRESS OF, RE I NF . ASI): S I) 24 � LENGTH OF DOWELS ( I NC HES) i 1. 7 . i �5 , FLT! ENG I NEER I NG PROJECT a P. TYLER CONSTRUCTION 57,9 j C=LARK ROAD JOLT NO. <. i i -8i ic?& i PARADISE, CA DATE . .4/1990 0916) 872"025�E i_ AL;= : S BY,: FL_T SHEET OF �6 SUBJECT-' a_ MU RETAINING'— BEARING WAI_I__ -------------------- WALL-DESIGN- AL.L CAL_C:ULATIONS ARE IN UNITS/LN. FT„ GRADE SLOPE RATIOo LEVEL SOIL EQUIVALENT FLUID PRESSURE (F'SF) o S0 SURCHARGE (FEET)! 2i ac is i# WHEELLOAD LOAD 1 YIELD STRENGTH RE I NF" . (KS I) e 40 .ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (F'S I ) e 00 ai a ULTIMATE i OM"RESS I VE - STRENGTH OF CMU (PSI): 1.5� �0 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU- Frit (PSI): 250.06 . GRAVITY LOAD -- DEAD LOAD (KIP) i a , 1 1 ' — LIVE LOAD (KIP) 1.26 OVERALL HEIGHT OF THE WALL — Hy (FEET) OVERALL_ HEIGHT OF THE SOIL_ — Hr ( FEET) tl 8.67 THICKNESS OF WALL — T (INCHES): 7. 6 GROUTED SOLID — WEIGHT OF GROUT (PCF): .'1S5 SLENDERNESS RATIO .— h /t 0 12 :: 25 AVERAGE WEIGHT OF WALL PSF.)0 84 TOTAL EARTH PRESSURE — Fh r . (KIP)e 1.13 REACTION @ TOP OF WALL —" Rt (KIP): C-1. 4 1: . REACTION @ BOTTOM OF WALL_ -• F:h (KIP): 0. , 72 � - HE I GH T OF R01 SHEAR — Ho (FEET): e 4 „54 MOMENT — Mw (F T—KIP) c 1 .:L4 AREA REINF. (.IN-:) 4dl (IN) SIZE ,& SPA. (III) 0.06 5.55 #4 @ .16„5 MIN. VERTICAL REINF. — .12 % ( IN`'''S) o 0 109 MIN. HORIZONTAL REINF. — .08 a (IN"2) e 073 DESIGN REINF. — VERTICAL: .:I#4 C 8 /0. 1 / _. I IOR I ZONTAL o #4 C 32: EFFECTIVE RAT 10 OF REINF. — p e, i s „ 0033 I"IODUL_AR R. `;T 10 -- q 0 1 c� COEFFICIENT — k:: 39�-3 ACTUAL RATIOAF OF D.T.STANCE.-- J. c i. 06,7 C=OEFFICIENT` — 1/k.je 5„794 ACTUAL COMPRESSIVE STRESS OF CMU - f m (PS I) a i 3 1.18 . 4 i. 0 240.00 ACTUAL TENSIONAL STRESS OF REINF. f <s (KSI) : 9.85 . 10.00 COMBINEDSTRESSES ( WALL_ e 1.0s . . 1.0 { FLT I' ENG I NEEF: I N13 PROJECT d P. TYLER CONSTRUCTION 5790 CLARK 1--,;! 0 A 1.) :TUE. NO; i i 8Opan-1PARAD I SE, CA DATE 4 199� i ( 916) .872-0254 CALCIS BY o FLT SHEET OF 16. FOOT I Nim DESIGN: TENSITY -OF SOIL_ ( PCF) e 100 DENSITY OF CO.NCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF) e 1500 ALLOW. LATERAL BEARING PRESSURE (PSF) o 200 ) FRICTION COEFFICIENT — Fc: 0.35 - BEARING o35-BEARINt PRESSURE REDUCTION (PSF) o i) ' NET. ALLOW. BEARING PRESSURE (PSF)n 1500 PRELIM. FOOTING — WIDTH (IFICHES)0 le. E7 — DEPTH (INCHES) e 9.62 DESIGN FOOT I N13 W I DTH (INCHES:)-.- 24 iii ) - 1)EPTH ( I NC :HES) a 1 6:'. TOTAL GRAVITY LOAD — Pv (K I P) a 3.03. INCREASE OF ALLOW. SOIL PRESSURE .6.7 Ai_ ACTUAL SOIL PRESSURE O (PSF): 1517 <:. 1600 SL_.IDING RESISTANCE — Fr (KIP): OAS' ::> 0.7 SLAB RE I NFORCEMENT - REI Nil @ TOP OF WALL (BAR ,:.L , MAX. HORIZONTAL SPAN OF WALL ( FEET): 5.87 DESIGN HORIZONTAL SPAN (FEET); 1-1. SLAB THICKNESS ('f. NCHES) e 4 SLAB WIDTH F:EQUIRED (FEET)v 23.28 DESIGN AREA OF' SLAB REINF. (IN-1/LF): 0.02 ALLOW. TENSILE STRESS OF RE I NF e (KSI): 24 LENGTH OF DOWELS (I FICHES) u /75��-r .... DATE./F0. p- y.... -I......... CHKO. BY........-. CATE ............ . L Z- d� rVI-1-1116 6i-TeFlo c0 Z SHEET NO.-. SUBJEC7...C/ '�j 14067 .. .............................. ... ......... ............ J08 Ho.. -D:-8003 ............ I .......... I ................................................... ....................... P. 7),z C 0,AIS7.-, OeO k'Z--4,5rl Cf - 61011c. 151.1 X6 =a Ess/O/V4 oQ�pv COW7. CWC, rn -,J 7z =a -BASS IIV710,5LA6 C01177 pi' 9 WA C AfW TCI— re,4 Z77, .3077. 011 Pr00r1116 IVIrL9 3 4v Id TO IDA Y61011 57-4 IIVIIV6� - �5 6�4 L s T S. 'CF0Y //OTE SVoelA16G Xlf 7y6= COMO. 0/- rl-1,:F SL. r.8 is CclAeCza, 5790 CLARK RD., PARADISE. CA. 95969 '(916) 872-0254 Ess/O/V4 oQ�pv L Ty rn No. 243 -M cl- OF C X-3 �/ 23/� -BASS IIV710,5LA6 C01177 pi' 9 WA C AfW TCI— re,4 Z77, .3077. 011 Pr00r1116 IVIrL9 3 4v Id TO IDA Y61011 57-4 IIVIIV6� - �5 6�4 L s T S. 'CF0Y //OTE SVoelA16G Xlf 7y6= COMO. 0/- rl-1,:F SL. r.8 is CclAeCza, 5790 CLARK RD., PARADISE. CA. 95969 '(916) 872-0254 FLT .ENGINEERING . PROJECT . P. TYLER CONSTRUCTION." 079 ? CLARK ROAD :JOB NO. . O; S ii lS-1 PARADISE, , - CA DATE . A/1996 (916) 872--0;_'_ 4 TALC'S BY e FLT SHEET. OF" A6 SUBJECT: CONC . MASONRY CANTILEVER RETAINING WALL WALL DESIGN°. r' -------------- ALL i_AL=ULATIONS ARE IN UNITS/LN. FT. i.-::iF:ADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (FSF) e 3� � SURCHARGE (F'SF) e 0 •YIELD STRENGTH OF REINF. — Fy (KSI): 40 ULTIMATE C OMF'RESS I.VE STRENGTH• OF i_ ONCRETE (FS I ) o 2000 L.1LI- I MATE COMPRESS I VE STRENGTH OF CMU (F'S I') 0 1500 SPECIAL INSPECTION REQU I RED e NO ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): 250.00 -GRAVITY LOAD — DEAD LOAD (KIP): . 1 1 — LIVE LOAD (KIF')v 1.26 OVERALL HEIGHT i_1F THE WALL-- H ( FEET) . 4 OVERALL HE I. GHT OF THE SOIL_ - Hr (FEET)- 3.75 THICKNESS OF WALL — TOP (I Ni= Hk_S) o 3. G - BOTTOM (INCHES)-! 7.6 GROUTED SOLID — WEIGHT OF GROUT ( F'C F) o 135 AVERAGE WEIGHT OF WALL (F'S1=) e 84 TOTAL EARTH PRESSURE - F w (KIP): o.21. MOMENT — Mw (F T —F::: •1• F') e U . ;=G AREA REINF. (IN"2) ' d' ('IN) SIZE & SPA (IN)' ----------------------------- 0. c>34 5.35 #4 @ 71.3 ' IviIN. VERTICAL REINF. — .12 % (IN -2): 0. 1C)ID ' MIN. HORIZONTAL REINF., — .6s X (.I• N-2): 0.073 DESIGN REINF. — VERT 16AL_:. #4 1 16. / •— HORIZONTAL: #4 G U EFFECTIVE RATIO OF REINF . — p. b MODULAR RATIO -- ng 40, c; COEFFICIENT -- k: 303 ACT•UAL ZRAT 10 OF D I STANC E— j- 0.899 COEFFICIENT — '/k:•j a 7. � -45 ACTUAL COMPRESSIVE STRESS OF CMU —.fm (PS I) g 67.S6 < 240.00 AC TGAL' TEM::: I OVAL STRESS OF REINF. f 5 (KSI):* 4.39 . 20.00 FLT ENGINEERING PRO. EC T• : P. TYLER CONSTRUCTION .`]79 l CLARK . ROAD TOB NO. 0-8001-1 IAFADISE, CA DATE o 4 / 1-390 (9:16) 372-0254 . C:AL ' S BY : FLT SHEET /D OF . /6 FOOTING DESIGN: DENSITY OF SOIL (PCF): 1 C) i DENSITY .OF i_ ONC:EF'TE (F'CF) :. 150 OVERTURNINim PATIO MIN: 1.5 — MAX: 2.5 ALLOW e 'SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PPF) : 200 � FRICTION COEFFICIENT — Fc:; i 0. 35 FOOTING DEPTH (INCHES): 1:2 FOOTING WIDTH - HEEL (INCHES): S -- TOE (INCHES) : - 1: FOOTING KEY -• DEPTH & WIDTH (INC:HES): 0 — BAVK TO BACK OF WALT_ (INCHES): � TOTAL. WIDTH OF FOOTING (INCHES) :. ._E' OVERTURNING FORCE - k (KIP) : 0. 34 OVERTURNING MOMENT - MO (FT -K I F') : 0.54 TOTAL RESISTING WEIGHT — W Kip": 0. E35 RESISTING MOMENT Mr (FT—E:: I P) : 1.250 OVERTURNING RATIO - SF 2.34 NET MOMENT - Mn . (F..T KIP) : 0.72 ECCENTRICITY -• e (FEET), : 0. , 32 ECCENTRIC MOMENT Me (FT -KIP): 0. 27 FOOTING AREA A f: (FT` 2) : —.33 SECTION MODULUS -- S (FT"3)- : 0,91 SOIL. PRESSURES — A ONLY — SPt (PSF) : 1660.29<1500 — $Ph (PSF) : 64.10 YO .SOIL_. PRESSE RES — ADDED L L .— SPt s (PSF) : ': S0. 0 a < 1 Ot ar, - S 9 C 812.39 - SLIDING RESISTING .FORCE — Q (KIP): 0. Sia ::> o.34 � `. 4 FOOTING — TOE: EARTH PRESSURE Cd TOE - F v (KIP) : 1. 10 MAX o MOMENT C TOE — Mt (F•T—k:: I P) : 0.50 • AREA REINF. CIN' 2) ' dr ( Irl) WE & SPr, (IN) c:a„ 039 Q75 ff1 1 6'f DESIGNTOE RE•1•!SIFo : ' 44 C 16 FLT : ENG I NEER I Nim _ PROJECT P. TYLER i_ ONSTF:UCT:L ON 5790 C::LAF:L:: F:OAD JOB NO. i ?--E30 1-1.' PARADISE, • CA DATE 4/1990 ( 16) 872-0254 i_ ALC s S BY o FLT SHEET �� ' OF f 6 SUBJECT;. CONC. MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/L.N. FT. GRADE SLOPE RATIO: LEVEL SOIL EOU I VALENT FLUID PRESSURE; ASF) e 30 SURCHARGE t: F'SF) a 0. YIELD STRENGTH OF REINF. - Fy CKSI)" 40 ULTIMATE i_ OMPRESS I VE' STRENOTH OF CONCRETE (PSI): '2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (F'S I) 0 1500 SPECIAL I NSPECT I ON REOU I RED o 1\10 ALLOW. COMPRESSIVE STRESS OF i_ MU — Fm (F'S I) a 250. 00 GRAVITY LOAD — DEAD LOAD (KIP); e 1 1 LIVE LOAD (k::IF') e 1. eF, OVERALL HE I qHT OF .THE WALL_ — H ( FEET) v E mm_. .3, 2 , OVERALL_ HEIGHT OF THE. SOIL. - Hr ( FEET) a 5.75 THICKNESS OF WALL — TOP (INCHES): 706 — BOTTOM (INCHES) o 7e6 13ROUTED SOLID - WEIGHT -OF GROUT (PCF): 135. AVERAGE WEIGHT OF WALL (PSF) o 84 TOTAL EARTH' PRESSURE — F w (KIP) : 0.50 MOMENT Mw (FT—KIP): '0.95 AREA REINF. (IN'`2) ,s dl (IN) SIZE & SPA OIN) ' 0.121- Jo35 #4 @ 19.8 MIN. VERTICAL. REIWF. — A2 % (IN` 2 o 0.109 MIN. HORIZONTAL REINF. — .08 % (I1•d"2) : 0,073 / DESIGN REINF. — VERTICAL: #4 C 1 F, — HOR 17-ONTAL w #4 -0 32 EFFECTIVE RATIO OF REINF. — pe 0 MODULAR RATIO - n tl :�, Cj COEFFICIENT— k: e �� a_ c i S ACTUAL RATIO OF DISTANCE - j: �' 0'_j9 i_:OEFFICIENT — 2/k jo 7. 3,:1.5 . ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 243.93 < 256.00 ACTUAL TENSIONAL STRESS OF RI I NF o - fs C KS I) e 15 n S 1 • . 20.60 FLTE G I NEED: I NC PROJECT . K TYLER 'CONSTRUCTION 5790 CLARK ROAD JOB NO. e i i—•43o §--1 1=`ARAD I SE, CA DATE . 4/1990 (9161 B72-0254 i_ AL.i " S BY e FLT SHEET /Z OF /6 . FOOTING DESIGN: DENSITY OF SOIL" (PCF): 100" DENSITY OF C:ONC ERTE (Pi= F ). 0 15Q OVERTURNING RATIO — MIN: '1 . 5 - MAX. 2.5 AL.L.OW. 'SOIL BEARING PRESSURE (PSF)r. 1500 ac i ALL -OW. LATERAL BEARING PRESSURE ( PSF) e 200 FRICTION COEFFICIENT Fra 0. 3:5, FOOTING DEPTH (INCHES): FOOTING WIDTH — HEEL (INCHES)a. — TOE (INCHES). 18 FOOTING KEY —.DEPTH & WIDTH (INC HES? E BAVK TO BACK OF WALL (INCHES): t:a . TOTAL W I DTH OF FOOTING (INCHES): 34 _ OVERTURNING FOIT:s=E — Fo (KIP) c ia, 66. OVERTURNING MOMENT — Mrs (FT—KIP): . 1. 54 TOTAL RESISTING WEIGHT — W TK I P) e .1.72 MI'_S I ST I NG MOMENT — Mr (FT—KIP): 3.31 OVERTURNING RATIO -'IF 2.15 NET MOMENT — Mn (FT—K I P) e 1.77 ECCENTRICITY — e (FEET)o 0.38 ECCENTRIC MOMENT — Me (FT -KIP); FOOTING AREA —• Af (FT"'',) e 2.83 SECTION MODULUS — S (FT'"3 )- 1.34 SOIL PRESSURES — DL ONLY — SP -t ( PSF) 109S.55.< 1506 ; _ — SPh (PS.F) : f14.53 . 0 'fT:L_s SOIL SSURES - AD'!)1'__D LL -- S1= t l (PS'r) e 1 164.5715s ai � = SPh v ( PSF) o 935.93,> is - SLIDING RESISTING FORCE — Fr (KIP): 1.05 5 ci, E 3 s i —FOOTING - NE: lo - EARTH PRESSURE L TOE — Fti KIP), 1.83 , MAX. MOMENT @ TOE.— tali, (F'T=KIP) 0 1, 49 AREA REINF. (INS 2) Ydl (IN) SIZE & SPA (I.N) E DE510N .TOE REINF.1 #4 IS FLT ENGINEERING PROJECT . P . T'r LER CONSTRUCTION 5796 CLARK ROAD JOB NO. 0-8003-1 1 FARADISE, CA DATE. e 4/1990 (916) 872-0254 i= ALC I S BY e FLT SHEET /3 OF SUBJECT; CON(= MASONRY CANTILEVER RETAINING WALL_ WALL DESIGN ..ALL CALCULATIONS ARE IN UN4TS/LN. FT. GRADE SLOPE RATIOe LEVEL_ SOIL EQUIVALENT FLUID PRESSURE (PSF ). l 30. SURCHARGE (PSF) e YIELD STRENGTH OF REINF. — Fy KSI) . 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI)V 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SF'ECIAL INSPECTION REG!U T 1=:ED e 110 ALLOW. . COMPRESSIVE STRESS OF CMU - Fm (PSK: 250.00 GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD 1.26 OVERALL HEIGHT OF THE WALL — H (FEET): 8 -�= � 3 OVERALL HEIGHT OF THE SOIL.— Hr (F EET) e 7.75 THICKNESS OF WALL_ TOP . (I Ni= HES) a 7.6 = BOTTOM (INCHES): 11.6 GROUTED SOLID — WEIGHT OF GROUT (F'i_ F) i - 13 .AVERAGE WEIGHT OF WALL ({-'SF) 0 13 TOTAL EARTH PRESSURE — Fw (KIP)- q. sl y MOMENT.— raw (FT--KIP5e . 2.3 AREA REINF. (IN�2) 'd9 (IN). SIZE & SPA (IN) ------------------ MIN.. VERTICAL_. REINF. . - .12 % (IN^2) e 0 167 MIN. HORIZONTAL_ RE-INF. . OB % (IN—Ai 0.111 DESIGNREINF. -- VERTICAL: #k4 C 8 -- HORIZONTAL: :4-C 32 EFFEC=TIVE RAT'I'O OF REINF; — Fie C ).,. MODULAR RATIO — n s COEFFICIENT — k: 0.338 ACTUAL RATIO OF DISTANCE— je i;,O87 CtiEF`FICIEN..{.. — /k:.j 6.671 ACTUAL COMPRESSIVE STRESS OF CMU, — f m' X PS I) i 177.19 250.00 ACTUAL TENSIONAL STRESS OF REINF. — f (KSI?, 11.22 < 20.00 FLT EN9I NEER I NG PROJECT e A. TYLER CONSTRUCTION 579 i CLARK ROAD JOB NO.. : 0-8008-1 PARADISE 9 i= A DATE . 4/1990' (916) 872—(:)254 F: AL_F " S BY FLT SHEET %¢ OF 16 HEIGHT FROM TOP OF THE WALL — H._ (FEET). HEIGHT ` FROM TOP OF THE SOIL_ -- Hr 2 (FEET): 5. 7 5 , .THICKNESS OF WALL_ bOTTOM2 (INCHES); 7.6 GROUTEI) SOLID — WEIGHT OF GROUT (F'i_ F) d , 135 AVERAGE WE I GHT.. OF WALL (F'SF) e , 84 TOTAL EARTH PRESSURE — Fw2 (k::I F') -. 0.50 MOMENT, @ Hw._ -- - Mw2 (FT—KIP).: 0.95 AREA REINF. CIN - 2) "d9 (IN) SI7-E °< SPA XIN) --------------------------------------------------- 5.35. #4 c 19.8 DESIGN REINF.. — VERTIC=AL: Ito @ I6 FOOTING DESIGN: DENSITY OF SOIL (PCF)-. 1 �Ca DENSITY OF i= ONi= ERTE (PCF): 150 OVERTURNING RATIO -- MINs 1,5 — MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (F'SF) 0 1500 ALLOW. LATERAL BEARING PRESSURE (PSF) e .20o FRICTION COEFFICIENT -- Fc a 0 5 FOOTING DEPTH (INCHES): 1' FOOTING WIDTH'— HEEL C I NCHES) o 4 - TOE (INCHES): :18 FOOTING I<::EY — DEPTH & WIDTH (INi_HES)a 1:2 _ BAVK TO BACK OF WALL ( INC=HES) e 0 TOTAL WIDTH OF FOOT I Nv . ( I Ni= HES) e 44 OVERTURNING FORCE — Fo C K I F'W 1 .:L c OVERTURNING MOMENT - Mo (F-T—K I F') o 3.35 TOTAL RESISTING WEIGHT — W, (KIP): 2.45 RESISTING MOMENT — Mr (F'T—K I F') e 6.69 OVERTURNING RATIO — SF 2. 00 NET MOMENT -- Mn (FT—KIP): 34 ECCENTRICITY (FEET): 0. 47 ECCENTRIC MOMENT — Me (FT—KIP): 1.15 FOOTING AREA'— Af CF T''2) o 3.67 i SECTION MODULUS'— S C FT" 3) o W4 SOIL PRESSURES — DL_ ONLY — SPt (F'SF) 0 1181.11 1500 — PRESSURES (F'SF-) g 154.50 � _ � i SOIL — ADDED LL— SPP 9 C F'SF.) 911.80 < 1500 SLIDING RESISTING FORCE - Fr (KIP): I . 6 F3 :L. 15 � FLT ENGINEERING PROJECT' e P. -TYLER i=ONSTRUCTIOha 5790 KARk: ROAD .Joe NO e O—S 102— 1 F'A ;AD ISE; C A DATE e 01990 ( 16) 872-0254 CALCIS BY FLT' SHEET OF FOOT I N1.� —i TOE: EARTH PRESSURE @ TOE - Fv (k:: I P) e 2 . QS IvIAX e MOMENT IT @ TOE — Mt (FT -k.`. I PW AREA REINF, (102) W(IN) SIZE & SF.A (IN) 01 2S1 8.75 44 @ 10.4 DESIGN TOE RE I NF e o #4 @ E3 i BY ...... !_•-�• .... �ATS.�I- a SU�1�CT....Cl.1C%-_C�9�GEv Z�'F.� sEz7 N0.___ ter .......... cNK,,:;. a -....... 0ATs....._ J03 .xo.. ,8003.-....... TYG7 CaN-sT I44X, DG tZ FG OOH 1si.4 GG �¢No/0.2 PE,e S'h'�'ET / ,700E <51 01,1s7- 0P7/o c%4L g CI>tJ D�G"CU.PS PE,P f Gi?.VS rOP Z ,SGOCKS its/ fG ooze �o�s rs SvP� � NQ ti On m �-� :CIV �qlF: (�,4-7.-�. c iv �A��E� SGL L.S ---- 001177, Col/r IVOR12-. . O o0 SyAGG 1%4 rCy YERT, COIVC, SCAB lV� C-w.g - i,Vx -�r ,Fl x All V Qvo o- .6, Ij -.B./j 3-#`¢ vJ lc%4GL " 8.3 OwC, 1 IV07 '*/ Covr L g TYP. Coll/c., /2"CMU DOtiiEGS e AGG lt/,Q•GL, A077701` -1-7r /2 /*/m //,/TO //AT. Gre.4 u� 6 x 6 �COrS/T, KFY . /� SG..Q S P.eO ti/DED - 017/7" Kc -Y REDUCE 7'0 6- KE•Y & "Ll- L B .3 CANT/L c vc-,C4TD 1�fTAIIVIA 9 lt�.4L L s /V T, S, TEJ Dle4lV TO ,a/YG/G%/T %V ` 2 ClJ r -T O� ,eOc� PEEP Gf% FT, IF LU x7.90. CLARK RD.. PARADISE, CA. 95969 (916) 872-0254 Y Certificate of Compliance:.Residential T'7 t Climate2one 11 Project Title -#//& — Q {�/ /V 9 Ci `+� l !'V o�^• r� / Building Patnit ii C ProjectAddresa �//`-// J 9 19 Checked By / Date Documentatlon Author Telephone Enforcement Agency Use Only BUILDING DATA 1 North G sI Area 447.0 % Glass %, Conditioned Floor Area J v� Number of Stories East G. 0 0: 2 Sl sed Floor Number of .Units South 99.7 -4.0 to a amity Detached (SFD) [ ] Addition -Alone West 13q •/0.5 [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi -Family (NM [ ] Existing -Plus -Addition Total BUILDING SHELL INSULATION Component Insulation LocatlonlCotnments Type R -Value (auric, to garttge, typical, etc.) v Wall .............. Roof :............ Roof ............. Floor ............. +�►=s / q Floor. �' - 7 4- G ` Slab Edge.... GLAZING Shading Revises Glazing Area G1ass Type Interior Exterior Overhang Framing Type Orientation (SO (single, double) (roller blind, etc.) (shadescreen, etc.) (yes/no) (metallwood) North ( ) East ( ) G.o East ( ) South 'A South West -..-- ( ) West ( ) . �UUMT& West Skylight....... THERMAL MASS Type/Covering Area Thickness. (slab/exposed, tile, etc.) (sf) (inches). Location/Description (kitchen, bath, etc.) t HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R-Value(Btuh) (or approved equal) — -- Maximum Fumace Heating Output: Btuh -' HOT WATER SYSTEMS Tank Manufacturer/Model # etc.) Caoacity (or aooroved eoual) SDecial SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential ,. a . - MF -11Z,, { NOTE Lowrix residential buildings subject to the Standards must contain these mcast= rcgardkm of the compliance ' approach used, items marked with an asrrrisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. Wben this checklist is incaporamd into the permit documents, the features noted shall be considered by all panics as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. th E DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures ' ' Y • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. §2-5352(b}- Loose full insulation manufacturer's labeled R -Value §2.5352(e): Minimum wall insulation in fmmed walls R-1 I weighted average (does not apply to exterior mass walls). 62.3352(kr slab edge insulation - water absorption rate no greater than 03%. water vapor uansmission rate no greater than 2.0 perm inch. 12-5311: Insulation specified or instalkd meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zonis 14, and. 16 only. §2-5317: Inf ltration/Exfultration Controls a Doors and windows between conditioned and unconditioned spaces designed to Emit air leakage Doors rs and windows certified. c Doors and windows weatherstripped: all 'pinus and pcncoations caulked and soled §2.5352(e): Special infdoation barrier installed to comply with §2-5351 meeu CEC quality standards. 12.5352(d): Installation of Fireplaces 1. Masonry and factory -built fucplaca have L Tight fitting, closeable metal or glass door b. Outside au intake with damper and control c- Flue damps and control 2- No continuous burning gas pilots allowed - HVAC and Plumbing System Measures §2.5352(g) and 2-5303:. Space conditioning equipment siting: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2.5316(a): Ducts constructed, installed and insulated per Chaptcr 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. 62-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC §2-5352(1): Water heater insulation blanket (R-12 or greater) orcombined intctior/exterior insula 'ion (R-16 or greater): fust 5 feet of pipes closestao tank insulated (R-3 or greater), §2-5312(Exception 1): Pipe insulation on scram and seam condensate naum k recirculating piping, §2-531R(d): Swimming Pool Heating 1. System has. - a. On/off switch on heater. b. Weatherproof instruction plate on heater: c. Plumbed to allow for solar, 2- 75 percent thermal efficiency, 3. Pool cover. ti 4. Time clock, 5. Directional water inlet. Lighting and Appliance pleasures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2-5314(a): Refrigerators, refrigerator -freezers, freezers and Iluoreseem lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lista Or, building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Mptrr 2. Subchapter 4. Article I of the California Administrative code- This certif case has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the c erdficate to any subsequent putdtaser of the building. Designer Building Owner Name Name: Titk/Ftrrtc Ttk/Firm: Address: Address: (date) Documentation A Name: TitkJFirm: Addre=: Telephone (signature) (date) Enforcement Agency Name_ At—r- Tckptwnc 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories Insulation In Floor R -value One Two Three R-0 -103 •49 32 R-19 -8 4 -2 R-30 0 0 1 R3 8 0 0 � 0 U -value "f -- ---.0.60 , r0. 4 0.50 -176 -84 -54 0.30 -102 49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation ' 3. Raised Floor Insulation Single- Single - Insulation In Floor ---Etrective Family, Family Multi - R -value Detached Attached Family R-0 -68 .51 -34 R-11 0 0 0 R-13 R-19 2 1 R-198 "f -- ---.0.60 , 6 4 U -value , 38 0.40 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 -14 - Insulation In Floor ---Etrective ' Number of stories Two R -value One Two Three R-0 -17 -8 -5 I R.11 -3 -1 ' 0 i 0 R-30' 3 , R-19 ' U -value -2 .2 "f -- ---.0.60 , -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 -22 0.20 Three -5 0. 0 -17 -8 0 ! 0.08 -11 3 -4 -0.06 .6 -3 -2 ' 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -14 48 Number of stories ---Etrective 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 i 4. Slab Edge Insulation 4 40 -90 37 -26 -- -- 3 Number of Stories 35 R -value One Two Three • R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -3 5 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 - S. Infiltration (Air. Leakage) . Specification Points Standard 0 6. Glass Heat Loss Total -14 48 39 ---Etrective U -value 16 Percent -42 -59 .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 31 -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 J_2- 9 5 12 14 16 18 20 7. Shading (Shade Open) -14 48 39 ---Etrective Percent Class 16 -12 -42 -59 (Percent Ylaa9 x SC) na Effective -10 -35 -50 -46 %Glass Nosh 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 8 8 9 13. Shading (Shade Closed) Erfecdve Percent Class (percent Qtae x SC) Effective %Glass North East South West S4i* 18 -14 48 39 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 3 -29 40 -37 na 11 -7 .26 -36 -33 na 10 -6 -23 31 -29 .74 " 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 4 -14 -19 -18, 47 6 3 -11 -15 -1 38 5 -2 -9 -110--30 -4 -1 4 -1 -6 -8 1.3 -23 3 0 4 -5 4-16 1.5 2 1 .1 -2 -1 -9 1 1 1 1 1 . 4 0' 2 3 4 - 3 0 na . not allowed 9. Interior Thermal Mass Simla- - - Interior Wall Slab Floor Raised Floor Mass Mass Stories Attached Family Stories 0 /CFA One Two Three One , Two Three 0.0 -8 -5 4 .2 t-11 -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 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 , 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Eiterior Simla- Single - ('Sum of 1-6 Wall Family Family Muth Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 : 11... 1.80 10 12 12 200 10 11 13 13 11 11. Heating System SE or 13SPF (assumes ducts In attic) 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 ®I _ 12. Cooling Sysvrn _ r _- ('Sum of 1-6 -2 -2 1 SEER -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 7.33 8- 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 ,.15 13 11 8 0 0 0 u "<EfTective SE or HSPF 0 10.0 (SE or HSPF x duct efiicieney) - Effective -25 or -24 to -14 lo 1 to +6 b 16 or SE HSPF less -15 3 +5 +15 more 0.30-, 2.75 -73 $d -56 47 -38 .30 na 1 3.41 -45 -39 .34 -29 -24 -18 0.401, 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,:1,5.50- 0:70 6.42 5 1 4 3 Q% `11 2 t 5.0 + -30 17- 5 13 -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 ®I _ 12. Cooling Sysvrn _ r _- ,: -2 -2 1 SEER - 3. 2 2 2 1 (assumet ducts In attic) 1 F2 factor [0.77] Stm of 7-10 -25 or .24 to rt4 to -4 to +6 to 16 or SEER les& -15 i 3 +5 +15 more 8.0 -14 -12 -10 -8 3 -4 . 8.5 -9 -7 -6 -5 -4 •3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 3 -3 -2 -2 -1 9.5, 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 _13.0 20 17 .. 14 12 9 6 ; -9 qpoftbEffedive SEER -6 0.2 WSB.. (SEER xduct eMclency) -12 -10 -8 Sun of 7-10 POU -18 _ -12 -9 Effective -25 or -24 to -14 to 4 to +6 to 16 or SEER less -15 -5 +5 +15 more 5.0 + -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 3 -4 ; 6.65 -14 -4 3 -2 2 giros �o 0 0 0 o f 8.6 r- 9 8 6 5 4 3 I 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 25 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooling System Installed =:_Stories One -5 -4 -4 3 -2 -2 1 Two + 3 3. 2 2 2 1 or Interior Mass/CFA 1 F2 factor [0.77] . TT►e I WS Single -Family Detached and Attached a Unit Size (sQ Water t 199 •1200 *1700 2200 2700 Heater Credit or • 1 b to to or Type Type less .1699 2199 2699 more SG None 0; r. 0 0 0 0 or Solar 12 '' 8 ' 6 5 4 - HP HWR 8 5 4 3 3 WSB 5 3 3 2 2 POU 8 5 4 3 3 SE None -37 -24 18 -15 .12 5S% Solar -1 -1 .1. 0 0 85% HWR -18 -12 -9 -7 -6 0.2 WSB.. -25 -16 -12 -10 -8 _ - POU -18 _ -12 -9 -7. -6 IG None -5 .3 -2 -2 -2 4 Solar 7 5 4 3 2 5.3 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 23 Solar 8 5 4 3 3 3.5 POU -10 -6 -5 -4 -3 4.8 Muld-Famlh (Indlvlduai units) 5.4 20% 0.3 (& Q 1 Water 1.4 699 700 11200 1700 2200 Healer creditor ' b b b a Type TYPO le&& :1199__1699 4.3' 2190 stoats SG None 0 0 0 0 0 ,or Solar 14 7 5 4 3 ' HP HWR 9,, �5 3 2 2 3.2 WSB `9 4 3 2- 2 4.S POU 9 5 3 2 2 SE None 45 • -23 -15 .11 -9 1.5 Solar 2. 1 1 0 0 28 HWR -23- -12 -8 3 1.5 4 WSB -25 -13 -8 -6 .5 _&U_ -�3 -12 -8 3 _5 IG -None 1.1 -8 4 -3 .2 -:2 . 21 Solar .' 6 .- j 3 2 1- f. 1 •- .. _POU_ 1 0. ' . 0 0 0 �. E None . 30 -15 -10 -'-8 5.5 -6 5.9 6.1 55% 0.9 1.1 1.4 - POU . 4 -4 .3 '-2 -2 Point system Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4 Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Ms4§ures r 3QV or % Glass X va�e 8J U -value (0.030) y� or South R -value] U -value [0.098] R's, 14 or Skylight R-value[191 U -value [0.037] or Interior Mass/CFA R -value [o] F2 factor [0.77] . TT►e I WS .rpet,a lab) I TYPE 1 KASS (UUK h 4.2, le: exposed slab) 0% 5% ' 10% 1S% 20% 2S% 30% 35% 40% 45Y. 50% 5S% 60% 656. 70% 75% 80% 85% 90% 95% 100% 105x. 1101. 115% 120% 125• 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10%0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21. 23 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 S7 3.9 4.1 4.3' 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.9 5.1 5.3 5.6 So 40% 0.7 03 1.1 1.3 1.5 1.7 1.9 22 24 26 28 3 3.2 3.4 3.5 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5:7 5.9 50% 0.9 1.1 1.3 /S 1.7 1.9 21 23 25 27 3 32 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 5.6 5.8 6 , 62 60% 1 12 1.4 1.7 1.9 21 2.3 25 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 62 64 75% 1.3 15 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 S.S 5.7 5.9 6.1 6.3 6.5 807: 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.5 3.7 33 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 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 4.6 5 52 54 56 5.9 6.1 63 6S 67 90%' 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.1 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 67 69 100% 1.7 13 21 23 25 28 3 3.2 3.4 3.6 A8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 110% 1.9 21 2.3 2.5 27 29 3.1 3.3 36 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 71 115% 2 22 24 2.62.8 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 72 120% 2 23 2.S 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 21 23 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 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4 Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Ms4§ures r 3QV or % Glass X va�e 8J U -value (0.030) y� or South R -value] U -value [0.098] R's, 14 or Skylight R-value[191 U -value [0.037] or x R -value [o] F2 factor [0.77] u u1 -as 1501•. Type [double] U -value [0.65) % Total Glass [ I6] PointSces r 48 0 +1 +q0 Sum 1.6 a. North b. East % Glass X Sc Eff. % Glass East 011 x South c. South d. West tom_ X 01 O. -J, J = 0-12 Skylight x _ e. Skylight x = 8. Shading (Shade Closed) a. North b. East c. South •X -d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall plass 11. Heating System Zonal Control? ( Y / N 12. Cooling System Zonal Control? ( Y / N 13. Water Heating `% GLqss Sc Eff. % Glass 1 a, J X= t �X �= o O x If X X = TYPE 1 MASS AREA _ % InteriorN�ss/CFA COND. FLOOR AREA TYPE 2 MASS AREA $ Eate�ior Wall Mass ND. L OR AREA /.G X owt., SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.61 HSPF [0.56/5.15] q X 0.9 = SEER 191 Duct Effi iency [0.741 Effective EER 51 1sG] _ V [none]