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HomeMy WebLinkAbout066-280-00966-28-09 EARL & NINA BOWE*. 7 . -- - eeq, :PrPCO4 13657 West Park Dr, lot 79, 04 , ContR: �;�carbrough Permit#518-89B,P,E,M(new singS-6.'family) w --- r t �_ � --��- ,,. �) '! �I ; I I' 0 0 � ;i� � � _* g�nn�ll-DO�ID TIM SNELLINGS, DIRECTOR f PETE 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecountv.neVdds www.butteaeneralplan.net ASSISTANT DIRECTOR BUS ' COUp'TY AUG .,10 2011 DES Rp�1NT CES. ADMINISTRATION * BUILDING * PLANNING REQUEST FOR COPIES t o• Please furnish me with copies ­of the building file do address(s) I have listed below. cuments I have indicated for the assessor's parcel numbers) and "-understand there°will, be- a co' fee o or a t..... PY page and $.06 for each additional page thereafter payable of � the time the copies are picked;up. r, _ I further understand that Butte County has up to 10 days to respond to this request based on the Public Records Act. Assessor's Parcel Number 0 b 6-- Z901 (YOCI I Address 7 (,,�CS� / Gi�� pt - Assessor's of document(s) requested Elr.ery X4,_2 e2 -i f� 1 Assessor's Parcel Number Name of document(s) requested Assessor's Parcel. Number Name of document(s) requested Assessor's Parcel Number Name of document(s) requested Assessor's Parcel Number Name of document(s) requested Address Address Address Address _Please Note: Conies of building Plans are not covered by the Public Records Act but instead are under California Health and Safety Code Section 19851-19853 and require written authorization from the Property owner and the Registered Design Professional before being duplicated and a separate fee of S127.00 is required M k �mA Printed Name Signature /�,c 1nc ,fit �� �✓� 6/10/t, ate CA Contact Phone Number/Email Address -1M a I .'`O- Ra9 a t iCL C a s CI S' u *When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. 3-1-10J:\2010 Handouts and Policies for approvalWpproved Handouts and Website forms\Request For Copies 3 3. 10.doc v an cAc 4-r- r 4,'i ar PF,Z PERMIT NO. 518-8 B P E M PERMIT EXPIRES V OWNER EARL BOWES CONTR. Steve Scarbrough ' ASSESSOR PARCEL66-28-09 4 LOCATION 1657 West Park Dr. Magalia +L 7 a n� i IL { { Temp. Power Pole Called PG&E Temp. Elec. Service 'S r , Called PG&E Temp. Gas Service sR•'Z�'�� • Called PG&E JOB FINALED (Date) 7' Signature = UK • 0 --:Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single and tDuplex) UNDERFLOOR (Plans) OK except #'s . Zoning -Setbacks; -Easements -Flood -Slope 8' Ftg., Main; Soils-Steel-Elec. Grnd.-/ JZ /" Ftg. Dept .XFtg., Garage; Soils-Steel-/IZ- /" Ftg. Depth . Ftg., Porches & Decks; Soils -Steel-/ tZ, /"Ftg. Deptl temwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel -Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel - 9,-B'.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 1P!Gas Pipe; Size -Anchors JI -Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground U3-Plenums & Ducts; Clearance-Material-Supprt-Ins. 14!61rders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -B1 GG Date 411Woj Card -B1 CzC, Date Card -B1 r -,,r Date 4 JinAA Card -131 Date Date PLUMBING (Permit) OK except #'s . WrNater Ht. Vent -Access -Combustion Air -Baffle 4.7!Water Pipe; Test & Anchors -Nail Protection .1'8:�'5.W.V.; Test-Fttngs & Anchors -Nail Protection 19'Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors Card -B1 Cr, Date 5-•j k, i&kCard-B1 Date I Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s I 22. Fixture & Transformer Clearance -Ins. Protection 2fd.'€lec. Receptacles Spacing -Lights & Switches at Doors 2 - ize Boxes & No. of Conductors -Stapled W-Aomex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mach. Fasteners -Bond Gas & Water 3;-,TAppliance Circuts in Kitchen & Conductor Size/G.F.I. U"'Subfeed Wire Size /z / ga.Qor AI-A.C. Wire Size / /ga: I -C_uorAl mange Circ. / jO/ gaxTDor AI -Oven Circ. / Nd/ ga.4 or Al. Insulated Neutral es No 3i3. -Service -Riser Conductors & Ground -Main Disconnect 34!Equip. Clearances Panels-Motors-Mech. Equip. I 312"bothes Closet Liqht-Shower Light -Spa Liqht Card -81 (3G Date -S�-( (r3�-� Card -131 Date I Card -B1 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -B1 GG Date 97-\ j-$!�Card-81 Date Card -B1 Date Card -131 Date Date FRAMING Plans OK except #'s Sills, Proper Material & Anchors 49.' -Walls Studs -Nailing, Spacing & Bracing -Plates -Sound earing Walls over Girders & Floor Nailing 152raft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44'. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps-Anchors-Connec s Ing. Joist-Rftr. Ties-Purlin-Roo a .-Truss-Shthng.-Rfng. 4,7'Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48,'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 51. --Property Line Firewall & Openings 5 . xt. Doors -One T -Check Garage -3rd story, 2 exits 53 -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 34%Plywood on Roof Overhang -Attic Vents -Rafter Outriggers S&IS-iding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5tKGlazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts *,1nsLl,IMion-Wdrs-C,1V. f3De*rh-filt�Won-W s- dws T t c - t i tL-vet- CSG �t7� Card -131 Date 1,g Card -131 Date Card -131 g Dateaand-B1 Date Date FINA Plans) OK except #'s Steps -Door & Sidelight Protection -Landings li%2�Smgke Detector 68 -Furnace; Vents -Clearance -Comb. Air -Connector - I v o - ion. ff4redroom Exiting G.F. Bath Fixtures & Tub Access-Spa- ec. Trim & Subpanel; Breaker Sizes -Labels JaW§­& Rails Fire or4keve; Clearariees-HaEfth-- lec. Outlets at Wood Panel; Int. & Ext. 40-Ki—tRit. & Appliance; Grnd. -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing-Landing-Cloees--- r- Y4eWtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Ga age; Aboee-Ffoar-Mech. Protection ec. & Mech. ga6qp, Listed f cation ec. ece to in Garagg, ( . .L) Romax,.Protirc. 2i7-th3ulation-Foam-Looked in Attic Ll�Xee 76.-Gwafd-Rails & Deck Construction -Post Caps 9 n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor-_..-12�.Y� 885o4 wing instld.; Drive❑ No; Walks f] Yes ❑ No; , Planters -❑ Yes .Nem- `' Unit; Disconnect, Electrical, Plumbing Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Bing xterior Elec. Trim; G.F.I. Receptacle-Undergreund at-verrriiTition throughout House ss Protection JA-Geffe-cti . s from Previous Inpections 89. Gas, est -Meters Tagged; -Gas -E • XiT?qw,K; AO�N1'� & Sewer Connected -C/O to Grade -HD Approval C&Offnergy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 Date ,gq Card -B1 GG Date 7 -7 -ST Card -B -7 - Card -B . A.,P Datq7-?4>s Card -131 Date Card -131 Cf,- Date`L._.G-ffi Card -131 Date Comments at Final: =OK 0 = Not OK • = Not Readiyable MOBILE HOMES . MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements-Setbacks-Easements 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support-Sketch 2. Footings; Soils-Size-Depth-Spacing-Connectors-Steel 3. Sewer; Location-Test-Fall-C/O-Concrete 3. Decks; Girders and/or Joists-Decking-Bracing-Stairs-Rails 4. Water; Location-Test-Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing " 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Concrete 6. Gas; Location-Test-Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns-Connections-Splice-Decal-Enclosures 6. Carports; Windows-Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing-Veneer-Stucco-Mesh Card-81 Date Card-61 'Date 10. Roof; Shthg-Roofing Card-81 Date Card-13f Date 11. Ext.; Steps-Doors-Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements Card-131 Date Card-81 Date 2. Footings; Size-Spacing-Marriage Line Card-81 Date Card-131 Date 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test-Fall-Flex Connector 1. Setbacks-Easements 6. Water; MH Test-Regulator-Connector 2. Soils; Compaction-Structure Stability 7. Water and Sewer Connected-C/O to Grade-HD Approval 3. Pool Structure; Steel-Connections-Thickness- "Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.;. Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Listed 7. Elec.; Bonding; Metal w/5'-Circulating Equip.-Heater 8. Elec.;Grounding; Equip. w/5'-circulating Equip.-Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card-81 Date Card-81 Date Card-61 Date Card-131 Date 9. Health Department Approval 10. Plumb.; Cir. Test-Water Supply Test Card-B1 Date Card-61 Date Card-B1 Date Card-131 Date V r / 'COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT 7 County Center Drive - Oroville, Californid 95965 !Telephone: 916/538-7541 APPLICATION AND PERMIT I ASSES RPAR:; UMB �.fi Qt/ B ZO / BUILDING PERMIT OWNER < •/ E EPHE� OWNER'S MAILING ADDRE.'jS ` le SQ. FT. OCq. BUILDING V ION 641,11111, 40 CONT ACTORSNAME LEPHON = E 77 i CO T ACTOR'S MAILING ADD 55akele /` / A � Fireplace CONSTRUCTION LENDER, UNKNOWN LENDER'S MAILING ADDRESS . Total Valuation $ Filing Fee Permit Fee $ 10_00 $ _ ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS ` Plan Checking Fee Energy Plan Checking Fee Penalty $ $ $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 5 1—$r/P/ Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL `M�AP V Water piping 5.00 Each qas water heater or vent 5.00 YII'E OF STRUCTURE SF)O Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 !!d Building sewer 5.00 Mobile Home JSFG W 0.00ea TYPE OF WORK News Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ 010 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000V OR 0 AMP ORSLESS 10.00 U. Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p I y (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license is in full force and effect. License No. 7-� 7 �S7 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 OC!gSM, OR AODNS. ACC. BLDGS. /20sgft NEW CONSTR_ -UL TI.OU I LET NON.RESI0 BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 SINGLE OUTLET CIR. ) EX. Occup( OUTLETS OR FIXTURES eA 030 FIXED A Ex. OCCUp- OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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 agains id Coun in consequence o the granting of this permit. , %� Date. 7-- Z-4_ �/ Signature of Applicant — Owner Contractor ❑ Agnit ❑ An OSHA permit is required for excavations over 5'0" deep an i ' nstruct ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $I> S9A---P F. HJPAP11LJPD \Vs� H S9UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which a DIRECTOR OF PUBLIC By PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date , 3,q" a' �--3 ��• �"t7 Receipt No. ` 8Sr%. �� �S O 0 I WHI1c-O.P.W.. YELLOW-ASSE3soR, PI -IN 9PlCTOR, co�O oo A I T AAM COUNTY OF BUTTE -, 4EPARTMENT 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 l R CORRECTION NOTICE 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, (Z // additional explanation, please contact this office immediately. (r,�r/S 7i, // o_"e_ s�Srs�l7r "IL Inspector Da r . .. . + • .. SJ.l1r-.ti+ •. ir'...'L'-...•i�'.YY+j,r� " , J L ' war .....�++..� 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 X % D yo V%N s OWNER PERMIT O. 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 you completed. If have an '« p y y question pertaining to this matter, or need additional explanation, please contact this office immediately. M Ct.Ch Gi(C�r N Q� �.lL wtQ�_S t�toT IIVST-Ak(R. -=z FIS t 1Z"s, 1;(L P. T G R n T(Rt,.sS i,v (AaAG(E, '< No"X 7 T1I�Lornla1�2Ci,�JIA�� - a ,r -i "r •z t Inspector. �_1.�-'y�' Date_ _ �i E' NE It t; It.cxt Lc;n'T1..1)JI ur cittt''r1.()IJ c)r' INSIRA'Tzow R(rpp MnterIn1._-- _- - 13rruul Name '1'IticImenr:(iucbcn) — V ----- _--.— lltettnr�l ItOnl.atnnce (It VnImo.) F't71;R1.UIt WALL N:tterin1. t'_ibc_,i:-q .zj, . s '1'Iticknt�rts (i.ttcber)`L�/� r Bntt or. 11.1m►Icet 'Yyl,e. l� iberGl�Zss _ 7atickttc�zs(inr_ltq.^.) �/D Loose fllrti.nn.nn 1'Iricicncs�(:Ct►cltes)�� �i— Aren 11.001t , t I,t:vA'ct:n 1.11tcr.l.n l _ 1. J.bc.,J: o. ass T1►1.ck-rc:z(i.ttclre�r) ,• '------ rLOOR, M -All --' Ila teri.al. 1'IIIcicrtr..nrt(I.nr.ltQ.9)---- -- H.)11111►A-I'i:r)iJ WALL — ~--- tlntcrJnl '1'I►i.cic,tcrr.^.(incltc:�)--------------- 1. be rcb}' c:rt:l:.l.1:y I'Ir;tC tltc ttbov(: J.tu;ttla wnrt J.it3f,tl.lerl ltt I:bn. In conforntnttc,e with t:lte St:tl:e c,f Cnl for i F llrnnd Nrmte Cel.-LF1 i.l►'I'eeci Thermnl ltenlrrtnnce(It Vnluc) / �� IJrnnd imme_Cert-a i.t)'.Ueecl TltciintU Re9i.stn►►ce(It Vnitte)_,X.6— Br.and Name _C orLa i.l)'1'eecl Number of 11111,^~ - Wt. per bag, Thermal Ren:tntnnce(R Vnitte) Brawl N; me�►.i.1►7'c�e(:i 1'Itertncll Itcrtl_r)t;tnc:c(R Vrtlttc+)_ ISrnud Plnntc 'Tbctrtitrtl Itr.nl.ntrtrtcr`(It Vrtl.ttr•) - �- llr. nttcl, Nttlnc. __ 1:Itntinnl Itcsl.�ttnncc`(R VrtLttc)--- nbovc b,t L l.cl Ln1; n n Itercy Recta d r. enteut e . I1�►ta)t i.tl Ln^rr.l �tl:.i.olr 379407 I'IRI.1 MA? m:/raanr•.It — ---'- - =----- __ _ S'1A'II' CU f'I!A(;'.I:OIt'S 1.iC1:1l;1; I10,i S .c.td/�'.CUlti; cr(� 1.tlS'.l:U,►J\'1'1.(.iP A'PI,I,CA'.i'Ult --,�� 1 Itcr.�by "'-tIJJ:y 1.11.e nl,cwe i.nnolntf.m, noel nil reclui.racl itnn,n nn nhown on t:ltc 111,11(lbig))�pnt:l:mmtt: nppr.o cd vec) pl.:tnn rtncl ntcbnIt tnteittrt nvn beell it►ntnl_.led rt7 t�yni.rccl by fLn `;t:t1:c of (;ri.l:ifc,rui_tt I:uarp,Y Rc`yuJ.remcnl:s. All. �ritlilmtent, dr.vicen nttd t'll,t'vr.l.nIs Lire ()I tb� clunl.ity pr.encri_becl or nt:r- npec.i.fi.c:►l.ty approved by the Stal:c of C.-Ill.fohil.n. F l rttt tJAI II%ptataL'It ---- i� print) S'1:A'l'L CUtl.l'ItAC'1'Ul('S L1CLtJ�I: IIU, — SIGNATURE Of ;i;ni.—�;u�rrlt�t;'C u�uiila1.lz (DATE '1.'IIlS CI;K'1'tP1CA'I'I: tllJr;7: HE UW P1.L,li laJ.'.1.'11 '1.111: Il[1L1..U1NG I)I�l'Alt'i?•II:N'.l' 1'RI(rlt '1'U 171.11rlL 111SPI;C'1'1ON APPROVAL AIJI) A COPY HALL' III,' POST., lJi'1'IIlN '1.'111, Ilt.f:lLUIIIG . .lnuunry 1.911/► COUNTY OF BUTTE - DEPARTMENT OF P,tdBLIC' NORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER A. A. P. No.3�?'m Proposed Building UseBuilding Inspector „d Date ' `" ��V f` At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4: Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6.'Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ..................................................... 2. School District fees paid ................. 3. Sanitation approval from ;`%'F%f, Health Department ... Q 7Q 17R9 14. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. N� Driveway permit (construction approval required prior to occupancy) ... Pre-Inspec. request to 19. Pre -Inspection for required ...... Building Inspector 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. 163. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature thorization..................................... When you issue the permit Telephon 21, Y Other. ti (Date as follows: Mail to owner. Mail to contractor. and hold for pickup atoffice. Deliver w/inspector. �.. Applicant .� v Date Copy of, plans sent Health Dept., Fire Dept., Other Date 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: S1;j41 nn/ >% w.cr.es Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date Contractor, designer, own ?f,')vas advised of above required data by_phone_mail_cgWter by date Plans checked b, Date Plans approved by- _)---Sets of plans on hold in fFile cabinet':/LL" AP fold"et�aE�, Copy—DPW �, 4_r� _ �' . `3 '� .aq.. .. .JY ..,�1+ -..d"f `fir...•. rr '. r,.a.... M ... x, ,� -t �`.,Veii,^r'Yr::Y'.'t'c'...,..-vK'..+w.�...r ; _ .. „-- _ ,' BUTTE COUNTY SCHOOLS DEVELOPMENT FEA CERTIFICATION FORM p(one Form per Building) A. P. Number -'y% Building Department No. School Distric / ��_� City County ©Jurisdiction r � r C -,A sic Property Owner I (f I a -u Project Location/Address Subdivision Residential Development: # of Living MHI Units Lot Number Sq. Footage Addition (Group R) Commercial/Industrial: Sq. Footage New Addition (Including Exterior { Roofed Areas) Building Department Representative Date ******************************************************************* (,Floor Plans reviewed by School District Personnel) 0 t r� Id No. School District certifies that (Appl c, t�,Name) (Phone Number) (Street Address (City) (State) (Zip Code) has complied with the requirements of Resolution No. by 'e p nt of $ representing square feet. School bistrict Representative Date PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) TO: Building Department .FROM: Encroachment Permit Section +. RE: Driveway Clearance owner 39S7 �i lc zf --DS location AP # Driveway permit B 44—Gr- y si ature has been issued for the above property. 3 -- / -5- -ri5 date TO: Building Department FROM: Environmental.Health SUBJECT: SANITATION CLEARANCE OWNER LOCATION AP # fD Plans approved for: Sewage Disposal(.' Water,Supplyy-- Hold final for: Water Supply Final Clearance O.K. for: Water Supply Clearance for bedroom ome Other Clearance for addition of LSGKs NO 1 ^ t DATE s ; lJ , RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC.`ONLY) Bldg. Permit # OWNER �Oa,e!'S A.P. # lyp& - GENERAL I✓. Zoning requirements: (sideyards 2. Valuation. 3i' Plans signed by designer. 4. Energy Design and Compliance. tx,'-Existing violations on property. PLOT PLAN and number of permitted living units). 1/Complete-parcel size and dimensions. 2 -`--Setbacks; sideyards, easements, etc. 6-'�--Other buildings or structures. 4<' --Grading, fills, drainage. lood hazard. i✓ Special conditions on creation map or compliance document. FLOOR PLAN 7/85 4^ /.Complete to scale plan with dimensions. ZZ -Required windows for light and ventilation (Sec. 1205). � R 3equired 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✓ G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). a ---Light fixtures, switches; receptacles, and exterior receptacles for maintenance of mechanical equipment. 9,. -"'-Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Ia./Garage firewall, door size, and closer (Sec.'503(d)(3)). 3'0" exterior exit door (Sec. 3304(e)). 12-`�-Fireplace and wood stove location. 13,:, --Smoke detectors (Sec. 1210). STRUCTURAL DETAILS 1,-'�-Foundation plan complete enough;to construct building. Floor construction details complete enough:to construct building. 3/Elevations and wall construction details complete enough to construct building. 4,'*' -Roof construction details complete enough to construct building. L -'-Fireplace construction details and calcs if necessary. bl Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR exposure I plywood on exposed locations.and overhangs. ,-2--.--S-tairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 3,.'- Guardrail details (Sec. 1711 & 3306(j)).. -4 -.-"'Brick or stone veneer (Chapter 30) . exterior plaster - weep screeds (Sec. 4706). 6, -"'Proper roof pitch for roof covering (Chapter 32). 74 --"Rafter ties or bearing ridge beam. RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) 7/35 MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) by Garage door or porch header sizes. 9Adequate bracing. ---IQ-diving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. --14—.Two-exits on three-story dwellings (Sec. 3303 & see Mezannines 1716).. 19,'�Attic access•.and.ventilation (Sec. 3205). l$�Underfloor access and ventilation (Sec. 2516). 14,,' -Wood stoves, clearances, alcoves & 1 -hour shafts. 1. Combustion air for fuel burning appliances. a -6—. --Noise requirements on duplexes. )be soils - special foundation design. :aining walls requiring design. isual shape, size or split level house requiring lateral design. N'e_eC Calc d'Cc��ueN cl��u�� pVo C/c5 F Retfi �r,1 t.o DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ' FOR RESIDENTIAL DF'VELOPMENT Section 26-8.1 of Lhe BuLLe County Code requires Lhis acknowledgement be recorded 1`�OrCOMI�ARED prior to issuance of a building permit. C?OTCOI DARE Myff MEPfT The property described herein is adjacent to land or included within an area zoned ---------- -- f'or agr:icul.tural purposes, and residents 89-00195 215 of Lhis property may be subject to incon- veniences or discomfort arising from the use of agricultural chemicals, including, 4 1989 but not limited to herbicides, pesticides, and ferL.ilizers; and from the pursuit of agricultural operations including, but noL limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has establ .i shed :1gr i c11 I Lural. zones which have as a priority use for productive agricultural purposes, ,111(1 residew r: within sai.d zones and on adjacent property should be prepared to accept such inconveniciice or disconform from normal, necessary farm operations. - All that real property situate in the County of Butte, State of California, descril)c'(I ;1ti follows: See ez�-ec C-��l Date: February 24, 1989 State of Cal. ) County of Butte—) PROPERTY OWNERS: On this the 24thday of February , 19 89 , before me, SS. the undersigned Notary Public, personally appeared EARL F. BOWERS******************************** ************************************************* Q Personally known to me. ® Proved to me on u•�•••••••••••�•••••�••■f of satisfactory SANDY A. STACK to be the person(N) whose name(W • subscribed to the within instrument and acknowledged Lhal.- _He_ NOTARY PUBLIC-CALIFORNIAtteCo • executed the same for the p Butte county • purposes therein -contained. I N W I'I'NI;tiS My ComrnIssion EVims Nov. 3,1989 MWHEREOF, I hereunto set my hand and official. seal. Lhe bas i s evidence. Present A.P. No.. otary PUbl i c: s ` 88-41&58' b 4 ' DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I'. LOT 79, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 411, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 69 THRU 73. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN., AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F, G, H, I, J, K, L AND M (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2, 3 AND 4. i ^ trn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Sec_t-i.on 26-8.1 of the Butte County, Code requires Lhis acknowledgement be recorded 8`9-0.0026. �:,- prior to issuance of a building permit. 7.00 I 24thday of February B9-006026 I R e c Fee:.... F The property described herein is adjacent . Cash 7.00 to land or :included within an area zoned Recorded I .for agricultural purposes, and residents Official Records„ I of this property may be subject to incon- County of I PARTY SHAWN I veni.ences or discomfort arising from . the Butte 1 use of agricultural chemicals, including, Candace J. Grubbs 1 but not limited to herbicides, pesticides, '' 13ecorder I and fert.i.lizers; and' from the pursuit "t 9:40am 24 -Feb -89 BG 2 of agricultural operations including,; but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,- smoke, noise, and odor. Butte County has esLabl:ished ogri ul- Lural- zones which have as a priority use for productive agricul.Lur. al. purposes, and ro.-; i den'i :; Within said zones and on adjacent property should be prepared to accept such i nci,nve.-n i cnrr- or. disconf:or.m from normal, necessary farm operations. All. that real property situate in the County of Butte, State of: Cali.f.or.n:ia,: descr. ibcd ,i.,-; follows: Se e- -4 C-1 , ,-P� . Date: February 24, 1989 State of: Cal. ), SS County of Butte ) a PROPERTY OWNERS: On this the 24thday of February 19 89 before. mei, the undersigned Notary Public, personally appeared EARL F. BOWERS******************************** ************************************************* Q Personally known to.me.- ® Proved to me on the basis aII�®a©ea®®asap■®®owao®o®aid of satisfactory evidence. SANDY A. STACK *, to be the person(N) whose name( 6 subscribed to the within ' instrument and acknowledged t haL. He _ NOTARY PUBLIC -CALIFORNIA 0 executed the same for the p Butte County s purposes therein contained. l.N WITNESS MyCommiSsionExpires Nov. 3,1989 4WHEREOF, I hereunto set my hand and official. seal.. ®®®sosmsommsmaocisom®�®®®� Present A.P. No. -�� otary Public . 165 DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 79; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 411, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1971, IN BOOK 38 OF MAPS, AT PAGE(S) 69 THRU 73.. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND -OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL .MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE'DONE TO THE SURFACE OF SAID LAND. PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, D, E, F, G, H, I, J, K, L AND M (THE COMMON AREA) OF SAID PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4, AND THE LOTS DESIGNATED FOR COMMON AND RECREATIONAL AREAS AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII, XIV, XV AND COUNTRY CLUB ESTATES UNITS NO. 1, 2, 3 AND 4. i END OF DOCUMENT X CT) w CC CD t 0 CT) [D C? pp pCLI Cj r LL =)O 0W a item 0 1200 l SEER 2200 2700 its ducts In attic) I to Sum of 7-10 or 1699 •14 to -4b +6b 16 or 3 +S +15 more -10 -8 3 -4 .6 -5 -4 3 4 3 -2 -2 -3 -2 -2 -1 0 0 0 0 s 3 2 2 1 5 4 3 2 7 6 4 3 11 9 7 5 14 12 9 6- tectfte SEER -10, -8 X duct efficiency) -9 Sum of 7-10 -6 -3 14 to -4b +6b 16 or 9 -6 +S +15 more -21 -17 -13 9 1 -9 -7 3 4 -4 3 -2 2 , 0 0 0 0 1 i 6 5 4 3 12 9 7 5 + 16 13 10 II 7 , 19 15 12 8 22 18 14 9 24 20 15 10 ontrol Adjustment 7 6 4 . 3 I ng System Installed -4 3 -2 -2 2 2 2 1 Detached and Attached ~ Unit Size (sit 0 1200 1700 2200 2700 to to 10 or 1699 2199 2699 more 0 0. 0 0 8 6 5 4 5 4 3 3 3 3 2 2 5 4 3 3 -24 -18 -15 -12 -1 -1 0 0 -12 -9 -7 -6 , -16 -12 -10, -8 __12 -9 _7 -6 -3 -2 .2 -2 5 4 3 2 21_ 22 1 1 -19 _ 14 -11 -9 5 4 3 3 -6 -5 -4 -3 ; It7 (Individual units) 3076 Unit Size (S 0.7 0.9 700 1200 i 700 2200 ID to b or 1199 1699 2199 more 0 0 0 ,0 7 5 4 3 5 3 2 2 4 3 2 2 5 3 2 2 -23 -15 -11 -9 1 1 0 0 -12 -8 3 •-5 -13 -8 3 -5 =12 _8 3 -5 -4 -3 -2 s 2 32 21 1 1 0 0-_0 32 0 5 -10 -8 � 9 6 4 4 d J -3 .2 -2 Interior MasslCFA / IT" I IMts 11.7.g. -4A, ',. (e. p -d .1..1 4 TYPe I MASS (UUIC s 4.2, les exposed slab) 0% 5% 10% 1S% 20% 2S% 30% 3S% 40% 45% 50% 5S% 6O% 61k 70% 157. 50% 85% 90% 95% 100% 105% 110% 115% 120X. 125- 0% 0 0.2 0.4 06 0.8 1.1 1.3 1.S 1.7 1.0 21 23 25 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 44"4.8 4.8 5 SI 10% 0.2 0.4 06 0.8 1 1.2 1.4 1.6 1.9 21 23 2S 21 2.9 3.1 3.3 3.5 3.1 4 4.2 4.4 46 4.8 S 52 54 2C!G 03 0.5 0.8 1 1.2 1.4 1.5 1.0 2 22 24 27 29 3.1 33 3.S 3.7 3.9 4.1 43 4.3 4.6 S 52 54 SS 3076 O.S 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.1 33 4.1 4.3 4.5 44 4.9. 5.1 5.3 56 5 a 40% O.7 OA 1.1 1.3 1.5 1.7 1.9 22 24 26 2.3 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5 7 59 , 50% 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 32 3.4 3.6 &1 4 42 4.4 4.6 4.8 S.1 5.3 5.5 5.7 5.9 6,1 SS% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3,2 3.5 3.7 31 4.1 4.3 4.5 4.7 4.9 5.1 53 56 50 6 62 60% 1 12 1.4 1.7 1.9 21 23 25 27 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' S 52 5.4 5.6 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 2.6 2.8 3 3.2 9.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 53 SS 5.7 5.9 61 64 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 31 13 3.5 3.7 3.9 4.1 4.3 4.5 4.6 S 52 5.4 56 S8 6 62 64 75% - 1.3 1S V 1.9 2t 23 23 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 6.3 6.5 W% 1.4 1.6 1.1 2 22 2.4 26 2.8 3 A3 33 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 -6 62 61 66 85% 1.4 1.7 1.9 2.1 23 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 S 52 54 56 S9 6.1 63 6S 67 90% 1.5 1.7 2 " 2.2 24 26 2.8 3 32 34 3.6 3.6 4.1 4.3 4.5 4.7 4.9 S.1 53 SS 5.7 5.9 62 64 66 66 _. 95% 1.5 1.8 2 22 25 27 2A 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 5.2 6.4 6.7 69 100% 1.7 to 21 2.3 25 28 3 3.2 3A 3.6 3.8 4 42 4.4 4.6 4.9 S.1 5.3 55 5.7 5.9 5.1 6.3 6.5 6.1 1 105% 1.8 2 22 2.4 28 28 3 3.3 3.3 3 7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 58 5.8 6 6.2 6.4 6$ So 7 110% 1.9 2t 2.3 25 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.6 S 5.2 5.4 5.7 S.9 6.1 6.3 5.5 6.7 69 7.1 115% 2 22 2.4 26 28 3 3.2 3.4 3.6 15 4.1 4.3 45 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.6 7 72 120% 2 23 2.S 27 29 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 SA 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 21 23 25 28 3 3.2 3A 3.6 3.8 4 4.2 " 4.6 4.9 5.1 3.3 S.5 S.7 5.9 6.1 6.3 65 5.1 7 7.2 7.4 Point System Summary: Climate Zone__ - SCORE CARD East c. South d. Measures e. Point Scores ....... 1. Ceiling Insulation _._:p .. _ -�o_ a 1 I X , �c- _ ! 3q M R -value [381 ,._U -value [0.030] = 2. Wall Insulation _ _ or InteriorMiss/CFA R -value (I1J - U -value 10.0981 AREA 3. Raised Floor Insulation l q- - -or ; : - .c AREA 8 7: R -value (191 -- U -value [0.037] ;4..Slab Edge Insulation AREA or : ''� _. .... _.._.__......_. R-value[01 - _ F2factcr[0.77]-•__._._._ Y:.__L _ ,__ , ... _. _.. _. S. •'-Infiltration •_-- _ Standard HSPF [0.56/5.151 6. _ Glass Heat Loss'Do-.-.•.__.0 611= �_ i y 4 ._._ =_+ Duct Efficiency (0.74] Type (doublel U -value [0.651 -% Total Glass 1161 Sum 1-6 7..Shading (Shade Open ) ._..-_ ...- _.- __ _.__•, .__.__ __...__�__.______ _ _ __.____ % Glass _ ___ _SC ._ _..: _ Eff. % Glass a. -.-.North - - g . ] g X .17 --- b. East - --...a,7q x- - .77 _._... _ C. South I . Ny X - _ ;77- d. West of 1 I X 7-7-7 = 11 1"1 -1-_ e. Skylight x = 8. Shading (Shade Closed) 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? ( YN� 13. Water Heating % Glass SC - Eff. % Glass S�71R' X 1L7L = L,39 X 1,4 X a 1 I X , �c- _ ! 3q M X = �y TYPE 1 MASS AREA _ e InteriorMiss/CFA COND. FLOOR AREA TYPE 2 MASS AREA 8 7: Exterior Wall Mau ND. R AREA X = IP 1.5 SE or HSPF Duct Efficiency 10.781 Effective SE or [0.72/6.6] HSPF [0.56/5.151 X SEER [93] Duct Efficiency (0.74] Effective SEER [7.03] SG •1YPe ISG) CreB,t' (nonej •� Ll -t-1 � . 3, Sum 7-10 Point rwa[! 3 Certificate of Compliance: Residential Climate Zone 11 Gcn)t. Sc Ariz brz. o Ca ProjectTltle �_1" (� A R V_ AA L A Building Permit Y Project Address Checked By / Date Documentation Author Telephone Fnfomemertt Agency Use Only 6 cY Y BUILDING DATA Glass Type Interior Exterior Overhang Framing Type Orientation, - - - (sf) E Glass Area % Glass 1-7 n Conditioned Floor Area aO-79 . Number of Stories 1 East Slab/Raised Floor Number of -Units 1 South South 3t' QQ Single Family Detached.(SFD) .. ., - [ ].• Addition Alone..-, west 1414 [ j Single Family Attached (SFA) [) Existing Building THERMAL MASS Skylight Type/Covering - [ ] Multi -Family (MF) [ ] Existing -Plus -Addition (sf) (inches) Location/Description (kitchen, bath, etc.) Total Q. 4 7 s BUILDING SHELL INSULATION Component Insulation Location/Comments_- Type R -Value (attic, to gamn typical. etc.) Wall .............. A - - Wall ............. T Roof ............. R t? Roof ............ Floor ............. Floor........... Slab Edge....-.­ GLAZING dge....-.GLAZINGShading Devices .. ) Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation, - - - (sf) (single. double) 0oller blind. ew.) (shadescreen. etc.) (yeahto) _ (Indal/wood) North () 1-7 O hal. 3 t tAp M_ North ( ) East ( )_ East ( ) South Sou th ( ) West ( ) L WestSkylight ..... - - THERMAL MASS " Type/Covering - Area - Thickness (slab sed. tile. etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Type (furnace, air Efficiency conditioner, heat pump) (SE, SEER.HSPF) C -7-0L5 /(9n ,2 Duct _ Location Duct Output Manufacturer / Model # (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output:S�ZO Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) 'A Certificate of Compliance: Residential 13 G.s? west PkA Piro jest Address Documentation Author Telephone BUILDING DATA Conditioned Floor Area w7O Slab iced Floor att/ [ Single Family Detached (SFD) [ ] Single Family Attached (SFA) [ ] Multi -Family (MF) Number of Stories % Number of Units [ ] Addition Alone (] Existing Building [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Wall .............. CZ l 9 Roof ............. Roof ............. .. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Climate Zone 11 sus -89' Buildin�.Permit #/� 3—f-91 Checked By / Date Fnforceatent Aaencv Use Onlv AN�- Overhang Framing Type ..)xyil gnt....... 0_ THERMAL MASS Type/Coveting Area Thickness (slab/exposed, tile, etc.) (so (inches) LOcation/DCScription (kitchen. bath etc.) 1Vdwltii HVAC SYSTEMS Minimum Duct Type (fumace, air Efficiency Glass Area % Glass North_ conditioner, heat pump) (SE, SEER.HSPF) 7.2 Eastail C 5" Fu,.r •4• 7,q South West e. Q, y "= 2. It Skylight !� d Total 2qz Ir- je4,1 AN�- Overhang Framing Type ..)xyil gnt....... 0_ THERMAL MASS Type/Coveting Area Thickness (slab/exposed, tile, etc.) (so (inches) LOcation/DCScription (kitchen. bath etc.) 1Vdwltii HVAC SYSTEMS Minimum Duct Type (fumace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Fu,.r •4• 7,q uo 0, S, i AC 8.1 i• 9.7 5ogy Maximum Furnace Heating Output: 2 Sl 13 Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) S'0raa e G & c SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) SOM 0 19 1200 SEER 2200 2700 he: ducts In attic) to iSum of 7-10 or ;s 1699 o -14 to -410 +6 to 16 or -5 +5 +15 more ! -10 -8 -6 -4 -6 -5 -4 -3 -4 -3 -2 -2 -3 -2 -2 -1 0 0 0 0 3 2 2 1 5 4 3 2 7 6 4 3 11 9 7 5 14 12 9 6 SEER -10 -8 �ecdve .dud efficiency) -9 Sum of 7-10 -6 -3 •14 to .410 +6 io 16 or f -5 +5 +15 more -21 -17 -13 -9 Ij4 -9 -7 -6 -4 -4 -3 -2 -2 0 0 0 0 6 5 4 3 12 9 7 5 i 16 13 10 7 1 19 15 12 8 1 22 18 14 9 1 24 20 15 10 Control Adjustment 7 6 4 3 ;ling System Installed -4 -3 -2 -2 2 2 2 1 ly Detached and Att2ched Unit Size (sQ 0 19 1200 1700 2200 2700 r 10 to to or ;s 1699 2199 2699 more ' 0 0 0 0 8 6 5 4 5 4 3 3 3 3 2 2 5 4 3 3 1 -24 -18 -15 -12 -1 -1 0 0 3 -12 -9 -7 -6 5 -16 -12 -10 -8 -12 -9 -7 -6 -3 -2 -2 -2 5 4 3 2 _ 2 1 1 1 1 .19 -14 -11 -9 5 4 3 3 i -6 -5 -4 -3 imily (individual 5.4 units) 30% Unit Size (sQ 0.7 9 700 1200 1700 2200 to to to or S 1199 1699 2199 more l 0 0 0 0 4 7 5 4 3 B 5 3 2 2 I 4 3 2 2 a 5 3 2 2 5 -23 -15 11 -9 t 1 1 0 0 n -12 .8 -6 -5 �5 -13 -8 -6 -5 !3 ^12 -8 -6 -5 8 -4 3 -2 ( -2 5 3 2 1 1 i _0 0 0 0 0 -15 -10 -8 -6 8 9 6 4 4 9 -4 -3 -2 -2 Interior MasslCFA \ TTPC Z M55 t II'T`sl `\'31 4 TYPE I MASS (UIMC • 4.2. ! slab) Ic.ryet.d .LCI e: exposed _ OY. 5% 109'. 15% 201/. 25% 301/. 3S% 40% 45% 50% 55% 60% 6N 70% 75% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125- 01/. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 101/. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.8 1.9 2.1 2.3 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 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.S 4.7 4.9 5.1 5.3 56 58 40Y. 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 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 57 59 501/. 0.9 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 3 3.2 3.4 3.8 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 2.4 2.6 2.8 3 3.2 3.5 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 53 5.6 5.8 6 62 60% 1 1.2 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 61 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 64 701/. 1.2 1.4 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 1.5 1.7 1.0 2.1 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.0 5.1 54 56 5.6 6 62 64 66 65% 1.4 1.7 1.9 2.12.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 56 59 6.1 63 65 67 90'1. 1.5 1.7 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3 6I 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.6 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100% 1.7 1.9 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.1 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 MY. 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 22 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 72 120% 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 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) Measures 3- or R -value [38] U -value [0.030] rd_or R -value [11) U -value [0.098] /41 or R -value 119] U -value [0.037] -,,,.,UG IVI Standard 01 Type, or F2 factor [0.77] U -value [0.65] % Glass SC X Z.f X = 1 �T x = Q x = 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 Interior Iv` tss/CFA Point Scores -2. C /,q ,`� t 0 -1- -7 %Total Glass [16) Sum p Eff. % Glass Z ."t, \ +1- ? �2 01- 3A .41. SC Eff. % Glass - /•osb �' _ 43 TYPE 1 MASS AREA = /1 a •� COND. FLOOR AREA TYPE 2 MASS AREA AREA = 8 y OR --f-- Exterior Wall Mass ND . L Sum 7-10 % Glass a. North? Z 7.7 x b. East -2-3, 2 -3c. c. South. 7✓ X d. West �c / -X.-T l : T x e. Skylight O x 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 Interior Iv` tss/CFA Point Scores -2. C /,q ,`� t 0 -1- -7 %Total Glass [16) Sum p Eff. % Glass Z ."t, \ +1- ? �2 01- 3A .41. SC Eff. % Glass - /•osb �' _ 43 TYPE 1 MASS AREA = /1 a •� COND. FLOOR AREA TYPE 2 MASS AREA AREA = 8 y OR --f-- Exterior Wall Mass ND . L Sum 7-10 7.Z x SEor HSPF Duct Eff�78] Effective SE or [0.72/6.6] HSPF [0.56/5.15] 7✓ X 8'G =IF.I 7 SE [9.5] Duct Efficiency [0.74] . Effective SEER [7.03] 5 C;,_ Type (SGJ Credit [none] 0 Point Total: "��� Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an Asterisk (•) may be superseded by mote stringent compliance requirements LuM on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the features rioted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCPJVnON I DESIGNER I ENFORCEMENT I Building Envelope Measures §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. ' §2.5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior mass walls). 62-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 pemtfuach. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form.' §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infultration/Exfultration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(c): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fatting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 12.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • 12-5316(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: KV AC equipment, water heaters, showerheads and faucets certified by the CEC. 12-5352(1): Water hcatcr insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Excep6on p: Pipe insulation on steam and steam condensate mum & recirculating piping. §2.53I8(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. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2.5352(1): Lighting - 25 lumens/wait 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, fmczm and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: r'PA/,F TideJFum: Address: 1p, of rt o 7 Telephone: Lic. I: (signature) Documentation Author Name: TitkJFimt: Address: (date) Building Owner Name: T itkffiu t: Address: Tekphonc (signature) (date) Enforcement Agency Name: Agency: Tekowmc. 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 -2 -1 -1 R-38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 O.C6 -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 -1 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 U -value -26 -14 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 -4 3 -1 Insulation in Floor -1 -1 0 0.70 Number of stories 2 1 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 -26 -14 -3 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 -14 -7 Number of stories 7 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 Number of Stories R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Inriltration (Air Leakage) Specification Plats ' Standard 0 6. Glass Heat Loss Total Effective Percent Glass Slab Floor Raised Floor (percent glass x SC) U -value Effective Percent Mass Stories .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 Percent Glass Slab Floor Raised Floor (percent glass x SC) Effective Percent Glass Effective Multi Mass Stories (percent plass x SC) /CFA Effective Nath East South West %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 11 2 1 & Shading (Shade Closed) 9. Interior Thermal Mass Interior Effective Percent Glass Slab Floor Raised Floor (percent glass x SC) Family Effective Multi Mass Stories Attached /CFA %Glass Nath East South West Skyrghl 18 -14 -48 -69 -64. na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 =21. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 1. -2 -1 -9 11 2 1 1. 1 -4 0 2 3 4 3 0 - N A 10 4.5 3 7 9. Interior Thermal Mass Interior Single- Slab Floor 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 -i 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 1.6 Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 1.20 13 13 10 12 7 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or ESPF (assumes ducts in attic) System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 Sum of 1.6 _ -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 Effective SE or HSPF (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 38 30 na 3.41 -45 -39 -34 29 -24 18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 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 < L II 1 INI(6)IIINIr� 1�Iflll11l\ R- 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. James.F. Glander County of Butte Building Department 7 County Center Drive Oroville, CA 95965 (916) 872-0254 March 16, 1989 Subject: Structural Plan Check Project: Scarbrough -Bowers - Retaining Walls by H. Welborn The submitted Details and Calculations were reviewed and the required additional information and revisions noted in red. Resubmittal is required. Please return the marked -up material with your resubmittal. Enclosed: 1 set of Detail/Structural Calc's (S-1,2) Statement Sincerely yours Frank L..Tyukos 1-7- '� 9 aU_VJ U_Y �W.4� A- m �� , JO _ IF LU ELJVMHEE [Ma' 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. James F. Glander County of Butte Building Department 7 County Center Drive Oroville CA 95965 (916) 872-0254 March 22, 1989 Subject: Structural Plan Check Project: Scarbrough -Bowers - Cantilevered Retaining Walls (R-1) The submitted Details and Calculations were reviewed and the required additional information and revisi6ns noted in red. Resubmittal is required. ' Please return the marked -up material with your resubmittal. Enclosed: 1 set of Detail/Structural Calc's (Sheets 1,2 & General Notes) Statement Sincerely yours, 3 Frank L. Tyukos P. S. This (R-1) design proposes cantilevered retaining walls and the originally proposed walls were supported at top & bottom. r F NN (9) NI MII Hl\I� 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 (916)872-0254 Mr. James F. Glandes March 29, 1989 _. County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Subject: Structural Plan Check Project: Scarbrough -Bowers _ -.Cantilevered Retaining Walls (R-2) The submitted Details and Calculations were reviewed and -the required additional information noted on red. Partial resubmittal is required:" Enclosed: 1 set of Detail/Structural Calc's (Sheets 1,2 & 3) 1 set of Construction Plans Statement - Sincerely yours, Frank L. Tyukos ARCHITECT- (916) 877-6071 B�- C016664 �!� F O RJ 0 8: s /4161-1 &/,_A— h(O l� 7' u -A 1-1.. ?, IHK i/59 £-, PLF 4- 2 3 RL.F. %o _ fir: �34�Z& s2) _ IG,9g9 •� 78 P L F I 37 C jt274S fls S,I 2or OU'. Ps I } CAt3Gt=�-i E 10 = 2-1-523 P;J 1 t tea«. =19S a r� i FP-�ilJ l CD OoUSe- P,:::>R i loo.J Pi:Y r P1. F FCx J, rb"o.c. %z� I� Jc'. 6 R 6833, Z. 90 16 T• f�P-.M tj4-! LrG of l6 p St,.!r- Q.K. I �- �34yZol = 6th 7j P LF 3 �S `sr. 1 3017 Z' 1 00 l�t � Z G � o G P S 1 ��,••••• ••�2 w. ARCHITECT �'° \ -s z*& PIT HSA- ` D" Pj r;.�t�C,. y� r 1 • i �L j A 24" I {; I T ;P(3S) =Jo5' PGF � �l9lFOF CAUF���`� . i BY: A/..7((J DATE: 31 SH EEZT OF Z I E4 a, C, G xG x A Nom. i ,t 0! It /I-- Fi � 8 ff5 %T- 2;: ` 63 4 P L F r� i FP-�ilJ l CD OoUSe- P,:::>R i loo.J Pi:Y r P1. F FCx J, rb"o.c. %z� I� Jc'. 6 R 6833, Z. 90 16 T• f�P-.M tj4-! LrG of l6 p St,.!r- Q.K. I �- �34yZol = 6th 7j P LF 3 �S `sr. 1 3017 Z' 1 00 l�t � Z G � o G P S 1 ��,••••• ••�2 w. ARCHITECT �'° \ -s z*& PIT HSA- ` D" Pj r;.�t�C,. y� r 1 • i �L j A 24" I {; I T ;P(3S) =Jo5' PGF � �l9lFOF CAUF���`� . i BY: A/..7((J DATE: 31 SH EEZT OF Z is ������0 �,� ��. � %V L 13()1 ARCA ITE CT (916) 877-6071 I ' C016664 ��� F O R: UE N E- J O B U� �� s iy(=a NO (1� 7r �l tel. 'Ti F_5 SE /Y6f h� l/_ U 8 PL F ff -SII = 4- 2- = ICJ, 9 89 0 9 8 9• psZ = I , _ ? t: 8 P r 7++ I Z 2 r S(1,2-5) = 0719/✓EST. 7 -AL 2745 t4, Ai4-3 PS 5.. �t oc A--, 1�3 P5i 2 G lG Ps /G-- �� i! {F PAF 7. ij A i F ,, o� N-Ot�s� aoPL ro•-� PJY 1Zf - � ���'1/ to `� Pt. F FLr 3, tb"o.c. r rr---�; �O c c,6 L3A-- � 6R 68633, = <-4o 16'T• /-10P-Mfr04-IL-'o of /6 D S�ti1KF 1 Q�l�. = t( Y,zo) :. 7 z3� s� _ ;s X71 Z 3 r �� 75 = (efa a LF �. i t � 17 PtZo oao P. = ARCJ -:�C01B664i1 ' 0 ; f' �l OF CAt1E��� BY: /V-YUJ DATE: 3 J-?.� C I / � SHEET.�� OFZ /4 q 4q H..5Tk '619N�IL Z21� l n p,OV' .!UB: 22766 1 . THIS DWG-' PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUBMITTFn av T-01rcc urn Tnn cno ';I -LARCH 07. EXCEPT AS SHOWN BOT CNORO 2X8 FIR -LARCH at WEBS 2X4 FIR -LARCH STANDARD :TI -2X4 FIR -LARCH sl �-_COtVNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH OF I.0-8.0. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TCP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." (U) BOTTE" CHORD CHECKED FOR 1.0 PSF LIVE LOAD.' ?'OP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM Or 24- R.C. ALL NAILS SPECIFIED ARE COMMON WIRE MAILS. (8) Reoozwaeudded comwctioo for I!1 hip: Siam iTifS28_ Also, Sttapt�ov LQ28 to aaunect c�otnnOIL at 4" O.C_ See catalog C &W-1 for nailing specificaticros_ This hip girder designed to carry 30-0-0 hfp set with Rl hip at 10-0-0 seU)ack fros right end framing to the boLtCW chord from ooe side plus 5-9-0 jacks with no wefts framing to the opposite side. TXB 3a — 12 Y G.Co yX5 TC X -LOC L -R: B-29 4.93 9.87 13.71 c7 BC X -LOC L -R: 8.29 5.29 8.71 13.71 C ED Z COMPLETE TRUSSES REOUIRED f----� FASTEN TOGETHER WITH : 160 NAILS TOP Ch ------------------ 16' O.C. WF..BS------------------ BOT CH ------------------4- 4' O.C_ STAGGERED �p NOTE: (1) 1/2' DIA. THRU BOLT O.C. STAGGERED MAY BE SUBSTITUTED v FOR (2)-160 NAILS IN BOTTOM CHORD ONLY. O SINGLE CUT WEB #-2 ENDS:1.3 Ea CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR TO INSURE PROPER ERECTION. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 9.92. zz S 00 .. .t•�4'y Sri CL 4X5 '3X8 - �, 4X5 ) 2979E ' I 5-8-12 2 2-6-0 R-381Ds W.- 3.- 14 -0.0 OVER 2 SUPPORT t -;PLT. TYP.-RLPItE SEON--2587[4 FURNISH R CWY OF THIS DESIGN M ERMr[()N CONTRFC�{zDls� REV tS.0.Q T' pnr�TrtR�T llvtmE E«6lrtiAE! Pa3[tUCiS, nF__ r _ i _� r_• r:_7 r.:l Lt C7 ## IilrO l FIN 1 #�' 3irii �f,f IIE �`7�GtQ.E �R Wn pI•C�: QWt6E tJDfEE UIYi UE5[Gfl) CRIT C=3 YARNING t� tNfLIIG, FRICrr17t tt/tD Br o J Dertn sur taut rtEsl SP "I WNS tri Rrr CMI TIM FTQI taatcur�aF 'atri->[ , a�tl� nom TRESES: �] t�L c r�7 INET Q::lor on rYrr ri iLUK io SUrL0 FE D"Z m 20 , D PSF C7 o DatirFanruiz Cap"Arrim reo neaxuwrrrtt�-.rvn_ 9fF �4 TC LL c vnrr nE �lnirr �rraR iauuc- sr tut. aP DIr gD»FiTttS.a rNis OrS 1pl run WorT itrl0. svE:tn FERrrF- m a �' a `' TC OL 10.0 PSF D� O «IE VIW 9 A, Filen 20 n"- i'�ILr MTM Stili uLLESS sEnr ere[ttic os�DiElatres. 1>llg M14MISE orrEYvt� flow. WE -1`14C Fnikj.S F1rrI is rile � taatr: a. —I rev Dere SMI. CE Lr•rFWLT aR/Cro t-o0rvs a 8C OL (U] 5.0 PSF r—� O rMIlLT dM[L R1RS rD iAltll (:U.S AI fILI� Ailrr q11 EDCDitE tG SIM M."iRLT Mina" PLWM ,,f.nrntiC. s &3&"9n -': c: TRUSS - c .vena. SEW -INS: rtnaC ME r- Nau.st vaFSS OT411MISE SkM11- aurin Delo arrN IIICM DrtLIW-. OR FW46kc • -17-a 70T. LD. 35 . � PSF oLS[OI SiAtoR1[E "aloft britt Wpl-n 6Lr PWVMMG Ds AS WEIF1130 at GESUM ro rm 1St •,IL J) Cnr �. S r� cv o r� L.� cr 4cc: Inn .Tot •,,:II u ^t a1 u.IN r-:en�r«I er..rtn •-�•.mc *'t d carc9 _= QUR.FAC. i i 1�S RJUE rX;DIIUDC. KU - wu«srR trtDr:dtrittalrtarro�ril04ICULrp�r_r(t7r --- -- -- - LO DING: SEE ABOVE fir'/xS _Tz_ 74-E - D.%no REF 27 - -128` DATE 02/16/89 OORVGCm-tv CA ((Fif890170D9 0/A LEN. I q -U -0 TYPE CIPS--GIrerJ JOB: 22752 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH 02 BOT CHORD 2X4 i::R-LARCH #1 MEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O_ RESEARCH REPORT 02949. 'ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO POTTO)". EXCEPT WHEN LOCATED BY CIRfl_F OR DIKFN510M. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. J w U - w CL J j --'LT. TYP . -RLP INC Ct t—", C RL• 15.0.8 i a o 0 1--1 DESIGN CRIT 11BC REF -k42/--0281 TC LL 20.0 PSF t=� '1 —PI OL 10.0 PSF TRUSS s CJ O U Cl L7 L, 7X6 1 _ 5l.t} !2 S .00 \\ 4X5 \ j GXG SXfi TC X -LOC (-R: 8.29 6.69 12.85 19.09 25.15 31.31 37.71 n BC X -LOC L -R: 8.29 5.77 19.8.6 28.23 37.71 c SINGLE CUT WEB *-TC:1.7 BC:4 V � N (U) BOTTOM CHORD CHECKED FOR IS PSF LIVE LOAD. co CD x (Asli ;3 HFM-FIP. OR BETTFP CONTINUOUS LATERAL BRACIRC TO C7 8E EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 4 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A o SUITABLE SUPPORT BY ERECTION CONTRACTOR. CD v NOTE: PLATES ARE DESIGNED WITH A OURATION FACTOR OF 0.92. 7X6 \ 12ol I.5X4 tit AD 4xs 2..`')X11 lq-n-n 1 Iq-n-n 38-0-0 OVER 2 SUPPORTS V R-1'Ot 11- 3.50" %CPTON--256712 FURNISH A CT OF TH.I.S DESIGN TO ERECTION CONTWICTOR FtY1•i EiCIRrwb "wil rS. UP. IW: STS BEVl[1k' EW XVWCW R. ' #*IMP0RTANTff* FOR . WFIRNING 1w ,F1Ol1Y., o�I1oN 1011 C OOU1r CU FEW nFM SPELIFICJ111= = FW Qfil►101[ Mn WC11C.SIT X111-75', �WCOC E700 TIUSSE.S: t C=3 nrIS OFSIGN at art FMLIFF to amn /1s IRMS IN CO1F> "W1. COR",Mll Ro Lt CMM%m11a5-rP 1u. SEF O ofm Dr. ImLfly croalOL I1Kic- OT IPI. "IFE Cwd&C"= ow OE..•.11f1 Fut RWltmOL SPEGR, fERt71- ME 1611iI n5" FMM 20 CUM: SLI WMD STEEL ULEStS 1"I MCI= WORIWt"IS. u<r! : 01KIMWISE GOUNISE 917M, tHIrK KVjr q:..NTS OF RSM Mos VnE 8_ SFatN. "pe YNl EMWrtll ONCED C 1 C(7t0:F&S M MIR Fr10E5 WF ER;11 AINi we 1Qr111: as mi iv Pwv"# r orrrlG" vLnmm woAn m. :r10at. "DE !10116 TME c- vMfwT- W.t_r 011UU19' SHM. DIYR M VM VIM RL6I0 ¢ILILE OR NMI)& � - OCILR ST0"010 WIII H'MIXF41E fNa7SrOF6 OF 1C SFECIt[FU tM ("IGN. OD801 WE WIS •Fli6 toll •lFt 1-1111 . Ll:.1ta Y(7:t i M 14. 11 fj„,:.Y 11e.1ilJ U lfc!t. Q •--rPl - - rw.-. Karr. [PSI Inn, 1175 - IItr1411r msic F SPE7:iFiCRri01 FIR YOD E7iISmcrim ~ _6_0 W -A R-(97Dt 4- RL• 15.0.8 SWE� D.IR75 DESIGN CRIT 11BC REF -k42/--0281 TC LL 20.0 PSF DATE 02/16/09 rTC OL 10.0 PSF DRUG 011"N27 89097DD7 s OC OL (U) 5.0 PSF CA -ENG os, TOT. LO. 35.0 PSF 0/A LEN. 38 -0 -0 SPRCING 24: C UTYPE COMM - - N. JOB: 22761 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BYTRUSS MFR. TOP CHOPI) 2X6 F iR-LARCH 02 BOT CHORD 2X4 FAd-LARCH. t1 WEBS 2X4 FIR -LARCH STANDARD CONVECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO EOTT"_. EXCEPT WHEN LCrCATFP RY rIRCLF OR DIMENSION. SEE DRAWING 13S FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - TO P OINTS_'TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURL?(IS SPACED AT A MAXIMUM OF 24' O.C_ ,„ PLT TC'X-LOC L -R:.9.29 6.69 12.85 19.69 25.15 29.71 n 8C X -LOC L -R: 8.29 9.77 19.06 26.23 29.71 C u7 SINGLE CUT WEB s-TC:1 BC:4 r4 SINGLE CUT WEB #-2 ENDS:B (U) BOTTOM CHORD CHECKED FOR IN PSF LIVE LOAD. CL Uj O (A)IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO v BE EQUALLY SPACED. ATTACH WITH (2) 8d MAILS. BRAC19C O MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A O SUrTABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: PLATES ARE DESIGNED WITH A DURATIOI( FACTOR OF 8.92. SX9 2X4 ISE_ 0_ 19-0-0 —f 1 E -D -O 38-0--0 stuhbed to -0 -1) AVER- 2 SUPPORTS R-11:�9Q Y- 3.50' !(-10309 Y- a.50' TTP.-FTLP[NE SEON--256711 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRFICTOR 1Rr L;.o.e 'T' �t ct RPM Mrhl:L" MIX M, ILC FWAS3S iKrLLYF fXTtepr( 17i Ty 9CME - 0.7900 � r= tm = L*1PURTANT#tsKu w1 eEarsr�tl«F� wee 11ARNING sw Irwut.r rrrcrrr� len DESIGN, CRIT 6 REF P417--O2A[ C7 O n _Ff171 il1(g $PECfff01(Dl6 [= NR oFY1HT[Or FT,Iipl QWr,;ilYr.SFf �T-lC,It101C116 YUl7 t1369ES: [ESST TD U.. 20.0 PSF DRTE �2716%8� { _ SIDI:(]t r11T fRdD1M. TO B1A0 T12 f0115S W CUF�iHQ rLRFIirIRr pO 4c@fE1OtRcir, PII SEF ' t d 4. TE' DL [ _*F"rf CDK'KL rRQIR.- BY 1v1. RP ME MllgrTM TKM CESIGN FOR UNI1UR SPECIAL Kul,- f - to. 0 PSF OM C1 w,127 SWRAW wr—. CJ Q T".0 pFrt ru[u &W' W rajW MWMrZm S'IEFL UL[SG ll7Ft B1itC tTT aEOY[R£t1Btt5. URE_.,: IMAInSE �- I c g 34MM. e1G rtrz WDUIREN0113 OF OW11 FPM 6W R_ 94m, Tw CH" shat. 9E Im mur 91$507 Gpcyl9s DC DL (U) r3. Q PSF CFi-E�1G L �r O cromm6 IU mn+ i r' nl EH]r ximi im uxnTE ns YrM PQ9EgL; :n RrOfD KTYRir SraillNrtL, C,31,W : TDT. LD. j c-3 BE RM Yronc W. 1- Wmwc uNa-s DrmawsE swm. QRIfft owo rim Rlcru rkruls: O� oRrCIdS • �8 • 5 . C0 PSI' G� lE�. 30 -0 - 0 r-1 -. 1 (151 �7 SRfe(7R(b WiDlm Y[fll 7PPt 10Blf Pflimss 06 aF M SPFS1F tea ON OESTM. sQ IDI a nRT 'F� C� 'P ' I�.FF�. 1 . 1.{ PITCH 6 . �� 1 z r- - C, L all : C Lt.. _:.:d l'r `r ..`: T_' ;:.: ^::. .. r. zo r. •�f ly CLtA. . _ - --t-, r_r �, r -t c.:air - rr� Ptnlr. t+srlruic, IRs - *111n2t. GISIMSPELrclOrriCMIlH vimcorrsrRxrla "^ " `' CING 24.0' - _ ` i TYPE COHN — JOB: 22768 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH •2 BOT CHORD 2X6 FIR -LARCH f2 WEBS 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN :111-2X4 FIR -LARCH ;l CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE SMITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND 10P TO BOTT014, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIOMS ON TYPICAL JOINTS.' SINGLE CUT NEE -1-2 ENDS:!.3,5,7,9,i1 ALL TOP AND BOTTOM CHOPD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIVATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12') AND ;SHOULD NOT OCCUR. IN PANELS NEXT TO A PANEL POINT SPLICE. iNOTE: PLATES ARE DESIGNED KITH A DURATION FACTOR OF 8.92. Use sage design for coe-pl• coEson bip trusses @ 24^ O.C. Utend top cbord to hip rafter and support every four feet. Laterally brace flat too chord with 2X4 #2 or better Lew -Fir @ 24' O.C. with 2-16d nails acd 214 diagonal brace per BVIII-75 figure 6(n). Support hip raf- ter witb cripple every two trusses (68'). 6X6. --I 3X4 4XG 2.5X1 I _ SX3 L 3X5 W - - LL t 2 -s -o - m �- R-Z3tYJs 3X7 TC X -LOC L -R: 8.29 4.89 6.97 14.11 19.31 24.51 29.71 c' 3'.11 BC X -LOC L -R: 8.29 4.89 9.33 14.11 19.31 24.51 29.71 un 2 COMPLETE TRUSSES REOUIRED EE --� FASTEN TOGETHER WITH : 16D NAILS '•r.#1 HIP ONLY R1 TOP CH ------------------ 12" O.C. LFRSI ------------------ 4' O.C. STAGGERED BOT CH ----------- 16' O.C. NOTE: Il) 1/2' DIA. THRU BOLT MAY BE SUBSTITUTED C FOR (2)-160 NAILS IN EITHER TOP OR BOTTOM CHORDS. C:Z� TOP CHORD SOLT SPACING HOT TO EXCEED 18' O.C.. U'` THIS 01 HIP DESIGNED TO SUPPORT 5'I1- JACKS WITH NO NESS_ Conventional framing is not the msponsibility of the truss designer, plate IRauufacturer, nor truss fabricator. Persons erecting truss -_--s are cautioned to seek advice by local professional engineer regarding conventional frardag- TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24. O.C. t.l i''•. ALL NAILS SPECIFIED ARE COMMON WIRE NAIL? �/:' 2.5Xy 4X6 7..5X.4 3X3 6Xb 4F r Oil Is -s -a 3X8 6KF 2X6 20-0-12 30-0-0 OVER 2 SUPPORTS R-34531 V- 3.SO- -• LT. TTP. -FLP TW_ SEON--25S7I0 FUNISH O COPY OF THIS [ESIGN TO ERECTION CONTRRCTOR RET 15.0.9 in C$ CI n 1'=7 � C� APQ. E161TtiFFD PIRtMtIS, Dt:. IASSES IEQI2P.E t7frRl11F 1181 ��InPGRTRNTfW NOr REVIOWME Fut f i�FO41NG m H3 vc. immi Fw nw er. c' LC=3- o r [Etta M" rnn rWX SPECI"MaX0 11• FW OEWfYIRTION FEW air IC -SEE aT-M-,MCIK raW r1kfSw5: -7 pf Sir-. 97nm OR Fw FA11ON[ rD 01" 71E (RPS lQ cowalAtF6 QItrF71TNRf NO RTLTt!(I�111yf: �rPL1. SiF i ^I t-_7 rIM nt IIF11.trE 0911R11 rTMf+t.' Ot WE 1IP HC CulllFCrpIG M1i MUM FOP f:INfIrytIL SrYI.lr11 Ft" - C -1 CI rJ fV0"1X11AII VFW M 64" MWW17M SIEB,- HIES. IUVT E1 MIM MU TRTIBIIS. MASS DI1(IUIY 'W r o"C"'SE MWI 1FETTNC G"UTt£IE'tTfS OF 13711 FPM G 01 FOW S. L$OYiI, TOP 00 SISRL K LPTFMLT FMt G t ,-.1 $VIKIF E1 "CKM to PAM FRx.; Rr ERF J.1M 1191 IDCIt1E W. t71tf Pw M Ir 4frKK9 Rt'r1>m S",A1"M, : 1 . +.,�,� SAr1w. KAUKIL ft1O116 WE V N61D1:L Ot.ESS DIIR7M 31 S;qw "IF01 CHM SIN RMLi EEILIIC OR 611 UC. • - 1fGli�� WSiLI srlrQglf6 a?i01et1 WIN Fil(iD1Qc PIOVISIOG of 1F,. SrMFtEo a DBUML 0)IQE I� MIS �.� 1 7_3_._ C� - -M. FIR$ -IP! Wcoo. L� C_I C.7 C1 G) [� IISE/X x1111 Pltl. 1104n1N1 IiINItU OX"It. d .--TPI - 1101-': "IF 171.TrIME, FQS - hgttMwk tiSKM CPILIFICR1I0r Ttq rout tAesrret:riLvj 2117%f DESIGN CRIT jj0 TC LL 20.0 PSF TC OL 10.0 PSF- 8C OL 5.0 PSF TOT.LO. 35.0 PSE OW -Mr. 1.15 N. T500- MF 5' suit• - o.zsm DRTE 02/1s/89 ORVG CrL M427 9904n= CR -ENG "(7S 0 0/8 LEM. 30-0-0 P(Tfrt F.D/12 TYPE CIPM -- t JOB: •22757 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & V MENSIOHS) SUBMITTED BY TRUSS MFR TOP CHORD 2X6 FIR -LARCH *2 BOT CHOP,D 2X6 FIR -LARCH s2 NEBS 2X4 FIR -LARCH STANDARD CON"ECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH „IREOUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. {ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT NMEN LOCATED BY CIRCLE OR. DIMENSION. SEE DRAWING 139 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - [SINGLE CUT WEB s-2 ENDS: 1.3.5.7.9.11.13 IALL BOTTOM CHORD SPLICES OCCURRING BETWEEN !PANEL POINTS ARE TO BE LOCATED AT APPROXIMAT€LY 1/4 OF PANEL LENGTH FROM PANEL PO1KT (WITHIM 12-) AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. t MOTET PLATES ARE DESI£NEC WITH A DURATION FACTOR OF 5.92. Use saxe design for cme-ply cin bin tr­I.saes @ 24" O -C. Extend to, chard to bip ratter and support eve four fe,!:t. Laterally brace flat topcbord vitb 2X4 - or better Hes-Fir'@ 24" O.C. +citb 7-16d nails arr! 7X4 diagonal brad per BL'r-76 figure 6'b). Support kip raf- ter with cripple every tiro trusses (6E"). TYP. -flLPI FXR Z.SX�i 3X3 ? TC X -LOC L -R: 8.29 4.89 8.97 13.96 19.fl'e 24.84 29.83 n 33.11 37.71 >� SC X -LOC L -RT 5-.29 4.89 9.33 13.96 19.88 24.84 28.67 c�fl 33.11 37.71 2 COMPLETE TRUSSES REOU I RED 4 FASTEN TOGETHER WITH : 160 NAILSJ #l;HIP ONLY, TOP CH ------------------ 12. O.C. o WEBS ------------------ 4' O.C. STAGGERED -I-- BOT CH ------ I6- O.C. NOTE: (1) 112' DIA. THRU BOLT MAY BE SUBSTITUTED O FOR (2)-16D NAIL'S IN EITHER TOP OR BOTTDN CHORDS. TOP CHORD BOLT SPACING NOT TO EXCEED 18' O.C.. THIS *1 HIP DESIGNED TO SUPPORT 9'11' JACKS WITH NO WEBS. TOP CHORD SHALL BE LATERALLY 13RACED WITH PROPERLY CON14ECT-c0 PURLINS SPACED AT A MAXIMUM OF 24. O.C. ALL NAILS SPECIFIED ARE COMMON HIRE NAILS. Convectional framing L not the responstbillty of the truss designer, plate msanufactarer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local profe•ssimmal eoglneer regarding conventional framing_ 3X6 3X8 3X6 1 c' 2 3X9 '4 i•;,. I 1 . SY.3 4X8 2.5X4 1.5X3 ?25X4 4X8 1. SX3 ---- 3X6---- - - - - - ---- _ ..-_ 7X6 3XG -6-D_1 9-1!-4 1 IB -1-B BIi0C1C SEQDIRr."'7 ��_6 -D_. R-35280 V_ 3.50- 30-0-7. DYER 2 SUPPORTS R-33'18! Y- 3.50' SEON--256709 FlMISH H COPY OF THIS MGN TD ERECTION CONTRPrTTv3 t -J f -J c:j c -_-i J r] r Cl C� C^ O p C7 `r I o L' r yL G �' c rrcv Is.n.a � - e.Tar•; N ^(lt EY:fff.FR£D t'raKTS. nR:. I�ISaLi YEDntr, E(t6ftF UYe ABN If1PORTR4TfE 9f11 Tata e>_ nfaPot�la.E rfae IbrP VRR�dIidG IW IraaEler., usEt1101 ATa UE5[(�i iY(1Try({ fLg tRYFf� R42/ --U270 ' ��1'Iel T:1f F1C71 RCX 7ECa 101tlTlsS m IRP oE'flRrlOt fidU71 cellar 116.E 7T�7'6-. ®YICR6 MO rWIS'�`�': � TI. L[. GV.IJ Pg DATE 02/1G1B9 _ !IIQ$ �Inl � IYPP FAILIGE ID fU1.0 rAE ndffi IA (DF1DIri� �lIIRIR AO eFiiMR7MUiLYFi'--iA71. Yf y� ! 7•� ry��. 'V11H nf, lAlLIfP nnlTaia KMIA.' f)P IFI. iiPlT£ I:elYll.L'i()�: TNiS a.LIG7Y fOt; IW[1IW; aVFZ I/[ P[RIYF Ti. 0:- 1D.0 � UR1fU Ciil�R%� DDIi �!� ttMl11C r11Q0 cR7r, 20 17YiE UrL1PNrlEa SIEf1, ucE� lV<'11r a1tlELlt6 IROfiRCTENIS, ti<Ei Ot1a(P.YISF. olu�fuff Sart, 1FEz1AI: aEa,IR}]FTfaS of Asm alae e1re1E e. swa, tEn asp sf+IL eE u1TsmLLP 6l'CI� BC �' 5, O PSF CA -ENG fce7M1' fR`Pt.P ❑ItiQLPr'T� 1L• Brf111 frf•(S AT FRl! JJatR lbii I.acmE FG YI IR rYr'F]Rt RCIfTftEp 1'LPR�VD 4riglrfUe:, s '! �swr. tTEferaTl� vaoTx; WE �- Iltm11!/L vaEss ont[�arlg calm. Durran mono Y[lA IatEID QIEIK: CA lamTt.lTr. • _ !7-(; ' : TDT.LD. 35.0 PS 0/A LEN. 3Fi -O -D Si1W Srnvaus cartlrre Y[PH 1i9'IIPIBIf •RrRfS1016 oc 16 �ETaFt@ (! tIE3[T]T, 41rac ISE MI, t� CM• j? 1C PITCH 6.L�112 .:I•: !TTI . 1a�...-. J . • •Tot - rA1L5 R/ltl' 01ST IlU1F.. 1RTIO:1_ 67;SQT VEClT n7iT !PD1 inN YlxE! IIHC.IIOt1NOV SET_ShCE_ 9-11 -D 'TYPE Ci f.lS _ _0 IT4 i c1. IT4 i c1. i c1. JOB: 21;574 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP C!)^PLD 2Y,6 FIR -LARCH 02 BOT CHORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT +2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TCP Tn I:nTTnM. FYCEPT W14EN LOCATED P,Y r TRC'.S !TP. DTMFNSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." 5X4 1.5X3 TC X -LOC I. -R: 0.29 5.77 11.09 16.23 21.71 n BC X -LOC L -R: 0.29 7.51 14.49 21.71 U) SINGLE CUT WEB *-TC:1,4 N v (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. OD Lo TFTP CHORD SuR.LL BF. LATE'PAL! Y BPACED WITH PRCPFRLV CONNc-f7TCLY GJ PURLINS SPACED AT A MAXIMUM OF 24" O.C. N CD NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR. OF 0.92. ICO 1 c f ; •,... f 1.5X3 -������ �.9�� rLl 12 12 3X4 / 3X4 _ c;X4 TX4 7.5X4 — 2-n-0 11-0-0 `1_11-0-0 2-0-0 1._I R-p7pB w- 3.SD" 22-0-0 OVER 2 SUPPORTS R -67R0 W- 3.5D- PLATE TYPE--RLPINE SEON--242413 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REY 14.0.9 SCa_[ • 0.37Sf) RPINF ENI;INF.ERFD PRWUCIS, IMC. IRIISSLS REO)IRF EIIIREME CARE. DESIGN CRIT 7 - REF 42- U6 r� I� +IMPORTANT** SMALL NDI BE RESPONSIOLF FOR ANY WARNING IN HARDLIN„ ERECTION RNn DEVIATION FROM 1HTESE SPECIFICRt10Yd OR IVY OEYIRTION FROM BRRCING.SEF-BVT-?G', Yom TRUSSF!.: TC LL 20.0 PSF DATE 12/07/86 THIS DESIGN OR ANY FAII.URE TO BUILD THE TRUSS IN COWDRMANCE COMMENTARY AND RF.COYMENTIAl IONS- • TPI). SEE. ,� 1 L=_I I'-= C7 O WITH THE -OVRLIIY CONIRUL MINURL' BY TPI. ALPINE CONNECTORS THIS DESIGN 'FOR TUDITIONFIL SPECIAL PEWH-t 4 TC DL 10.0 PSF DRUG CRUSR427 B8342019 '! L"' I -i C� FINE MPNUFRCIIAED FR!TM '20 GRUGE GAIAnNI2EO STEEL UNLESS NFNT TIM MG REOUM.MENTS. UNLESS OtHERVISF / . '1 LPIME O RIHF.RVISE SNOVN, MEETING REIA)IREMENIS OF FSTM R446 GRACE R. SHOVN, TOP CHORD SHRI.L BE LATERILLY BRACEn C 01I�95 r L BC DL (U) 5.O PSF CR-E_N_G S kG APPLY CDRNECTORi 10 I101H FnCES Al EMH ,01111 AND LOCATE Ili VITH PROPERLY RTIACIIEO PLYWOOD SHEAIHIN�, Llo 6.)0/90 G !z— — TOT. LO 3 OPSF 0/R 'LEN. ?_2-0-0 F -.I ;IIDVN. DENTING VIDNr_ ARE u' NOMINIL UNLE53 OTHERVI3E SIIDVN. OOIICM CHORD VITII RIG10 CEILING OR DRAG ING �t� d, T �+ �T ._ �/_ TRUSS .... DEJtGNWSTANDARD, I•CUNFDRM WITH FPPLICRFA.E PROVISIONS DF AS ' SPECIFIEU.i.DN,. DESIGN. hDO WT USE THIS 9,LUr!l 11T�[Ol C81uQ'N\�-' rr OUR. FRC. I ' ! 5 P ITCH _6.011 t—.I T'1 1.7 MPI - .RUd'i PLATE INSTIIUIL NDS - MI[DNFiL DES SPLCIFICAIION FOA VWU CON::IRUCIION �1 SPACING 24. 0" , TYPE COMN - - V JOR: 22763 F CHORD CHORD • WEBS THIS DUG. PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS HFR. 2X6 FIR -LARCH e2, EXCEPT AS SHOUR 2k4 F:R-LARCH *1 2X4 FIR -LARCH STANDARD :T1 -2X4 FIR -LARCH SS !CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH _REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIO"S ON TYPICAL JOINTS.' TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED )PURLINS SPACED AT A MAXIMUM OF Z4' O.C. TALL MAILS SPECIFIED AIRE COMMO(l WIPE tt/e.iLS. Use same deslan for one -ply comion htp trusses @ 24" O.C_ Extend top ctwrd to hip rafter and sup rt every four feet. Laterally braoe flat top chord rlttl 214 B- or better Hes-Fir @ 24" O.C. with 2-16d nalls and 214 diagonal brace per M-76 figure 6(b). Support bip raf- ter with cripple every two busses (GR"). Conreottonal framing is not the responsibility of the truss designer, piate manufacturer, nor truss fabrlcator. Persons erecting trusses are cautioned to seek advice by locaL professional engineer regarding cxmventicoat framing. 2^ 6X 4 TC X-tOC L -R: 8.29 9.1.3 t2.R7 21.71 t--'3 c:3 c -j rr arts OMM CR 118 MUff W t#MD TIE IRM W C0W=?M M siren nc 1)I am mrmm rrwjk- at tel. mem opstum Wr/ MOU FM NECOVEMM91ONS+1Fr.. SU 1RIs trrout vol nut rmwf :.PErf%_ rRm- 1 1 '� 7C OL 100.0 PSF ORVG CFA15RV27 89D97mm yr�C�__L-L)�r=r-r-1 G BC X-LOC.L-R: .8.29 9.58 12.50 21.71 u� .--IP! - ffmS: VLRIE MftlufL. NM - rr+r(t>W MS101 9tVVIC411Ur FIX WD CV6FIRKIIIN i TYPE LAPS - `f 2 COMPLETE TRUSSES REQUIRED FASTEN TOGETHER WITH ISO NAILS '4 41 HIP ON4Y• TOP CH ------------------ 15- O.C. I i VERS ------------------ 4' O.C. STAGGERED C7 BOT CH ------------------ 16' O.C_ ti C7 SINGLE CUT NEB 0-2 ENOS:1.3 co THIS *1 HIP DESIGNED TO SUPPORT 9'11" JACKS WITH NO WEBS. 'WO4Er PLATES ARE DESiGNEO WITH A DURATION FACTOR OF 5.92. 5X4 - • i T -Ll L I 1.5X3 5Xq LL W 1 �2-6-D 9-11-q _ L2-1-8 1 9 -1t -y =-I_T. TYP.43-PINE J. L:73 r= t--'3 c:3 c -j rr arts OMM CR 118 MUff W t#MD TIE IRM W C0W=?M M siren nc 1)I am mrmm rrwjk- at tel. mem opstum Wr/ MOU FM NECOVEMM91ONS+1Fr.. SU 1RIs trrout vol nut rmwf :.PErf%_ rRm- 1 1 '� 7C OL 100.0 PSF ORVG CFA15RV27 89D97mm yr�C�__L-L)�r=r-r-1 "r MCM IROrRfO>r "fS. UNLESS OIIIWISr SWVN. VW CRM %99L If MEOW 11E[ED YIIN PwIP(od r arNT(]�(! RranvJ $IIFAIIIIm., Goff r Or11Iri YI1H 81610 rift r.r: OR amr1w.. W 9`ECIFIM a OFSKA. WWT OSE awls --. -c v•n. �r , �. r .,..,,, .. - c„ _ v BC' OL J . 6 PSF 40r<�SS " TQT.LD. 35.0 PSIS • — �6 •. �,cr.r r4�:= am.FiIC. 1.15 I a t'sre ! _qrT 1A,rx- 9-11-o CR -ENG (?��� �^7 {)1R LEN. Z?_ -G -O PITCH 6.0/12 — .--IP! - ffmS: VLRIE MftlufL. NM - rr+r(t>W MS101 9tVVIC411Ur FIX WD CV6FIRKIIIN i TYPE LAPS - `f A,_-mm� ['� 2 7 1 rR'If /v1 ;, 22-0-0 QYER 2 SWPORTS— R-20SIR Y- 3.50- SEON--256713 RIRNISH R COPT OF TNIS OESIGR TO ERECTION CONTRACTOR ?X7 2-6-0 R-20614 V- 3.50" WY IS.O_B sEnE - u.zsoo tetreE Em:tnrraft �wulrcrs, 1_ '"''''"= *EIHPORTf1NT*a` S»L warm IIESPoma E rut ow ouIFTH71IRIs1 retCw spmiimrmm at err amnoom nm VNIMS rEUIIRF, rxlrerE CARE i�RNING to wvnark. 11rPCr1Ur me Omms;.sm-m-m-,uwciw sum mussm DESIGN CRIT TC LL 20.6 PSF REF Pq2/ --62 2 ORTE 02/16/$9 arts OMM CR 118 MUff W t#MD TIE IRM W C0W=?M M siren nc 1)I am mrmm rrwjk- at tel. mem opstum Wr/ MOU FM NECOVEMM91ONS+1Fr.. SU 1RIs trrout vol nut rmwf :.PErf%_ rRm- 1 1 '� 7C OL 100.0 PSF ORVG CFA15RV27 89D97mm FIX "MUKrUIrO 699 20 6N:E CO-11MLIE0 StFR EMZSS IRrr_RVFW "A. IFEr1K iM- IRMWM OF ISM RM OM Q. Fv,nv t ~TF&sK m erjU )rats m trCH i'rrRr roa Ulcnw rr. S'NJra, t['Rtt iq6 VIVNC NtF d- rOL11Nt. W. f5: Dr1EMIlSE SmIl. UM= Snrareos CV6-00 inM 1PISr'UWE nrartstm OF ^r^ nn .rr 1 .rn . "r MCM IROrRfO>r "fS. UNLESS OIIIWISr SWVN. VW CRM %99L If MEOW 11E[ED YIIN PwIP(od r arNT(]�(! RranvJ $IIFAIIIIm., Goff r Or11Iri YI1H 81610 rift r.r: OR amr1w.. W 9`ECIFIM a OFSKA. WWT OSE awls --. -c v•n. �r , �. r .,..,,, .. - c„ _ v BC' OL J . 6 PSF 40r<�SS " TQT.LD. 35.0 PSIS • — �6 •. �,cr.r r4�:= am.FiIC. 1.15 I a t'sre ! _qrT 1A,rx- 9-11-o CR -ENG (?��� �^7 {)1R LEN. Z?_ -G -O PITCH 6.0/12 — .--IP! - ffmS: VLRIE MftlufL. NM - rr+r(t>W MS101 9tVVIC411Ur FIX WD CV6FIRKIIIN i TYPE LAPS - `f SSIAND D JPXX DMIL ��4 s 24' O.C. !'Sax. Deflection Criteria: Rafter slopea-< 4:12 - L/240 Rafter slopes N 4:12 = LI M Ceiling joist = L/M 2X4stands -4 HF 1.5X3 required if Rafter crafter notatt-"� thtond. Coiling Joist 1.5X3 !Sax. Clear Span Rafter Slope < 4:12 Rafter Slope �� 4:12 but < 7:12 �T Ceiling Joist Live Load = 20 20 20 20 16 16 20 20 10 10 Dead Load 7 10 14 15 7 15 10 15 5 10 Duration Factor - 25% 254 25% 25% 25% 25% 15% 15% 1.00 1.00 S UX � M"•' CLUA FAL 2X4 CONST FL 5-4-0 5-4-0 5-0-0 4-11-0 6-1-0 5-1-0 5-1-0 4-9-0 2X4 02 FL 7-2-0 6-11-0 6-8-0 6-7-0 8-4-0 7-6-0 7--6--016-11-0 2x4 01 FL 7-4-0 7-1-0 6-9-0 6-9-0 8-6-0 7-8-0 7-9-0 7-5-0 2X4 SS FL 7-4-0 7-1-0 6-9-0 6-9-0 8-6-0 7-8-0 7-9-0 7-5-0 2X6 12 FL 11-4-0 10-11-0 10-6-0 10-4-0 13-0-0 11-3-0 11-0-0 10-1-0 2X6 01 FL 11-0-0 11-1-0,10-6-0 10-6-0 13-4-0 12-1-0 12-0-0 11-1-0 2X6 SS FL 1 1-6^, , i l -i -0 10-8-0 10-6-0 13-4-0 12-1-0 11-0-0 11-1-0 It is the rerr nas:,ility of eil: -gilding designer ar^• =i:'Ss fabricator io revj ow this drawing prig to cutt' �..g lumber to verify ti-lat all data, including dimensions ane ioads, conform 6-9-01!-10-01 8-9-0 7-11-0 a-1 o-0 a-1-0 8-16-0 8-1-0 13-9-0 126-0 14-0-0 1 14-0-0 12-9-0 �. to the architectural plana/apscifications and fabricator's . - .. -. truss layout. .. .. .. „_. ... 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