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HomeMy WebLinkAbout042-600-040i s4� 60-40 ., < ; ; - E105 -91B, P, E�; M r X<t v w (DONALSON, rCraig' 2473 Streams de Ct,.Chico Lot�7A, (new SO4�4��Z�C 9,Z l y A F Ll I/ 0 MOM S/ &,,k- o lC, C� Z 0"I'sk a Dun,; R S E TIAL - _6 -40 1105-91B,PE�M � ; DONALSON, Craig L°ot 7A 2473 Streamside Ct., Chico - (new sf) _IA119 d s� OFFICE COPY AddressGAS i Mee BY l ELECTRIC Date Meter BY Address �y Meter ,6Y > JOB FINALED (Date) 9z Signature A. f • 't.. Dun,; R S E TIAL - _6 -40 1105-91B,PE�M � ; DONALSON, Craig L°ot 7A 2473 Streamside Ct., Chico - (new sf) _IA119 d s� OFFICE COPY AddressGAS i Mee BY l ELECTRIC Date Meter BY Address �y Meter ,6Y > JOB FINALED (Date) 9z Signature COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747$,E I I iott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE //06 PERMIT NO. 1 A routine i spection indicates that the following violations of County Ordinance exist at a above address and should be corrected. Please notify this office when c rrection of work is completed. If you have any question pertaining to this matte , or need additional explanation, please contact this office immediately. FA 01�'e—'TV,sem, d'= -et VPop �J' r Date //- (0—(?/ Inspectory, ' 0� f' 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 1(I C ©n I t OWNER - — ) PERMIT NO. 5Y�o� 1,,.a Yk tD A /�j A routine inspection indicates that the following violations of County Ordinanct?�'" 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. V45t J� 0 U LA-) e IP 10 C.e f (; b f to( O 4z Mer- n f J eSC-�fnd --r N 4o 1'etJcl eat a r.ra Gs r ov -Cl lt�th d mCUS �V R.0 L -k rN a r o t. ,, o 13a vtP i i S - n Pct nX I ( % I4 -'c s d 1 L&J �..G C PS C CL- L- S1 S i to c C 6• t S a j2 O r etre-O( C= O r F'l *`'{ C,U a L L S -4-- -4r IV r l g o-1 O -Cl 1 l3 - n c� n p lb ►� —�P In D P,6LAdt 0 1z4 A R s. c([ ON A&'r- a jP-4%M ,,,,t Of /0-/0-9j r 7"00 C m Anr'C <C v Zw % e ©P 4(rm" n6 Date ��Inspectorm oat R`-",.s-,r��lc+•_ �..r yrs.-.�.J-"r,�+ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico —,Phone: 8,91-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE fl 7 4,44 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date ��/�` �� Inspectors f COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 MelnorialWay, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE G a, V-' aid SW, >/v.-- ) JNER PERMIT NO. A routine inspection indicates that t e following violations of County Ordinance exist at the above address and sho d be corrected. Please notify this office when correction of work is complete_. If you have any question pertaining to this matter, or need additional explaufflion, please contact this office immediately. 4 r -"4 2.2 • 1 � I, Date(?,./6 —rll tnspeciro"r rT • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 638-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE UWNER PERMITrNO. i A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please- notify this' when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. r' (<<ul; `�wSrtia �� �®r•GiIKS�f`f � / hQ r I w r p, s Date_ Inspector —•�+—.rte ^rhe'+-,r•����.Zs•>�''�"l'i} 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 -a CORRECTION NOTICE syr 16s - OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wheOcorrection of work is completed. If you have any question pertaining to this ma er, or need additional explanation, please contact this office immediately. J'( \C C T - Z L1- pvl-1 Vee l 6- To , rx^7- 3 1 rt rr tl-,l Date S- c 1 Inspector F ,s s� s. i� "a Date S- c 1 Inspector F COUNTY OF BUTTE r 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 r CORRECTION NOTICE 1105-41 //OZ -�- PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the abo.Ge+)$drls:�nd sh6 ¢® co rec; Please notify this office when correction of work is completed. ou av y question pertaining to this matter, or need additional explanation, please contact this office immediately. r. Date ��� �� Inspector {AGis�'t 1 7 Owner Permit No. ENERGY • /•�r CERTIFICA.:TION /q y- e &� LOCATION. A. P. NO. DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL'RES. EXTERIOR WALL ,� �/. MATERIAL -_-'� ERGLASS BRAND NAME TAINTEED THICKNESS Z0/ THERMAL RES. CEILING BATT OR BLANKET. TYPE-FiberglasBRAND NAME C RTAINTEED THICKNESS lO 7 THERMAL RES. - p LOOSE FILLT.YPE INSUL-SAFE IIIBRAND NAME CE AINTEED THICKNESS1� THERMAL RES. FLOOR,ELEVATED MATERIAL THICKNESS FLOOR, SLAB FIBERGLASS BRAND NAME CERTAINTEED THERMAL RES. MATERIAL BRAND NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND NAME / .'THICKNESS - / THERMAL RES. ,Z— I HEREBY CERTIFY THAT THE ABOVE. INSULATION WAS IN IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. SHASTA INS ATION INC. #622184 FIRM NAME W STATE-CONTR. LICENSE NO. . _ / c -- /8 —. IF/ I hereby certify the above insulation and all 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 materials are of the quality prescribed or are specifically pproved b the State f Ca if. 7 ------ ----- F? ---------- FIRM NAME/OWNER'(PLEASE PRINT) STATE CONTRACTOR'S LICENSE NO. Z'- NERA-L CONTRAZT-GRIOWNER DATE 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 J=OK Q = Not OK Not ' = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except Kia 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"tt. / /"Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements . 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval ' 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch _ 10. Cert. of Occupancy Date Card B-1 Date Card B-1 _ Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg -Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric �- } 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements * 2 Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness I Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI r 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip: -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date \ Card B-1 Date Card B-1 J • + I f 'dt: OK O=Not OK - = Not Applicable = Not Ready Date UNDW RESIDENTIAL (S COOR (Plans) OK except q' _ g -Setbacks- Ease men lood-Slope Main; Soils-Elec. nd.-/jW Ftg. Depth Tarage; Soils-Steel-Elec. Grnd.-j IP Ftg. Depth �es & Decks; Soils-Steel-VPRg. Depth walls, Main; Steel-Blockouts-Wrapped IIs, Garage; Steel- Bloc kouts-Wrapped owns and Special Anchors r §Ieel-Wrapped *+repfeee-Ftg..Steel V 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 I 15. Insulation Date -2 yf( I / Card B-1 Date Card B-1 DateAJ A, I Card B-1 r,� Date "�6 r/Card e-1 PlJ Date PLUMBING (Permit) OK except ft's 16. W,,afer Htr.; Vent -Access -Combustion AirAa LZAa;WPipe; Test & Anchor -Nail Protection - 1 V.; Test Fittings & Anchor -Nail Protection - r Pan; Test, First Floor -Tub Access _ 2 . T Tub & Shower, Second Floor -Tub Access _ Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 _ Date Carqd--f Car--fDate Card B-1 nntp ELEC ICAL (Permitl OK except N's Vw"RoVe & Transformer Clearance -Ins. ecG be'Xc. Rec ptacles Spacing -Lights & Switches at Doors 2W'xes & No. of Conductors -Stapled e stalled Close to Edge of Studs & C.J. E Ground made up w/Mech. Fastners-Bond &Water ppliance Circuts in Kitchen & Conductor Size/GFI Su eed Wire Size 4--1 ga. Cu or AI-A.C. Wire Size / ga. r At 2 . Ran Circ. / ga. Cu orAI Oven Circ. /•-/-ga. Cu or Al. sulated Neutral Yes 0 No . Service -Riser Conductors & Ground -Main Disconnect 31.E ip. Clearances Panels-Motors-Mech. Equip. es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B- Date Card B-1 Date If Card 134Date Card B-1 Date MECAANICAL (Permit) OK except a's Ducts Insulation & Support Vent n; Exhaust above insulation 6. ndensate Drain & Overflow: Size & Grade Fu once -Vent; Access -Comb. Air -Return Air Vent -115 outlet _ ttic Access & Platform if Furnance in Attic Date Card B-1 f'{J,,� Date Card B-1 Date:-/_--Cj/ Card B-1 tn. Date Card B-1 Date FRA iN (Plans) OK except q's Proper Material & Anchors _ 46.'Valls Studs-Nailinq, Spacing & Bracing -Plates -Sound ueari waits over tau tvrtrrmy�- 42. D t Stop in Walls (rat proof) F' a Stops; Furred Ceilings -Stairs -Chases- u Headers & Beam -Size & Bearing INOTF• An entry must be made each time you visit iob site) ingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin -roof Bra ru-Shthng.- fng. / irepl c6 Ties or Type A Flue -Fireplace Throat clearance 8. A c Acce s; Size & Romex Protection -Draft Stop -Ins. flies , 4.. Bd Aows or Exiting Doors -Sill Hgt. & Dimensions 9±1 re Protection Framing 1. Pr arty Line Firewall & Openings Ext. D rs- rre-3'-Check Garage -3rd Story, 2 Exits 59. idth-Headroom-Rise-Run-landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers Nailing Veneer `1 co Mesh -Drip Screed -Fd. Vents-Underflr. Access +• �pyO fi Sr Glazing Area -Glass Protection -Skylights -Plastic. --%.-Shear Walls; Nailing -Bolts q / G/ 9: Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date /j -17/ Card B-1 60 Date Card B-1 Dated -j(- f} Card B-1 rG Date FINAL (Plans) OK -except ff's xt. Steps -Door & SidAlight Protection -Landings §04ke Detector Furnace; Vents -Clearance -Comb. Air -Connector - Garage; Above Floor-Ducts-Mech. Protection . Bedroom Exiting BFl .F.I. & Bath Fixtures & Tub Access -Spa . E*C. Trim & Subpanel; Breaker Sizes & Labels W. Fireplace or Stove; Clearances -Hearth lec. Outlets at Wood Panel; Int. & Ext. it.Fixt. & Appliance; Grnd.-Air Gap-Cooking'Clearance L3VEIec. Outlets & Receptacles at Kit. Counter' ii�Orage Fire Door; Swing -Landing -Closer AX. Duct in Garage -Damper t,. Wtr Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. Garage; Above Floor-Mech. Protection 7 . P6., Elec. & Mech. Equip. Listed for Location E etc. Receptacles in Garage; (G.F.I.)-Romex Protection Z7,11 In ation- Foam- Looked in Attic 0 Yes i v6aluard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth > gearance Looked under Fir ❑ Yes 1 Following instld.: Driv , Yes ❑ No; Walks 8Yes 0 Ne: .linters ❑ Yes 0 No Stucco; Brown -Finish 8?;.C. Unit: Disconnect, Electrical, Plumbing W Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to openings ater Well; Disconnect, Electrical, Plumbing IK 1f�terior Elec. Trim:-G.F.1. Receptacle -Underground V6ntilation Throughout House e. ss Protect n rrectio from Previous Inspe s t eters Tagged; G s -Electric 4frhater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date ( 11 -fl -C/ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 oate.412 < Card B-1 -'K� Date Card B-1 Comments at incl: COUNTY OF BUTTE -Q PARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIONAND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER , 42-600-40 ZONING BUILDING PERMIT OWNER PR Donalson TELE FRON E 342-8463 SO. FT. OCC. BUILDING VALUA ION 57,ngn OWNER'S AILING ADDRESS P.O. Box 4055 Chico 95927M 6,174 CONT RACTOR•S NAME WW Same TELEPHONE 207 C 2,070 CONTRACTOR'S MAILING ADDRESS Fireplace ' "All 1.000 CONSTRUCTION LENDER Nonp UNKNOWN Total Valuation $ 66,32 Filing Fee $ LENDER'S MAILING ADDRESS Permit Fee $ 334 nn ARCHITECT OR LN ;WEEP, Nonp LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 1,; -nn ARCHITECT OR ENGINEER'S MAILING ADDRESS _ Penalty $ BUILDING ADDRESS 2473 Strpam-,idp Cnijrt, Chico Permit fee $ 526 00 PLUMBING PERMIT Filing Fee 1 10.00 Each Trap 0 2.00 20.00 Solar or heat pump water heater 20.00 LOT NO. 7A SUBDIVISION NAMEPARCEL Walnut Manor MAP (1 — (o Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF ry Duplex Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S G W O.00ea TYPE OF WORK New [�]K Addition ❑ Remodel ❑ Utilities ❑ installation❑ Other ❑ Describe work: 7A— 3BR landscape 5.00 Permit Fee $ 55.00 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 1 declare under penalty of perjury (check one): Fr I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi s Code and my license is in full force and effect. License N Classification. R Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.tr\ OR ADDNS. 1 ACC. BLDGS. // '/20Sgft 46.70 NEW CONSTRESID. U CH TL ET CIRCUITS) NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 2ALO 30 ewL030 FIXED APLNS Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 9 Misc. Wiring 15.00 Permit Fee $ 66.70 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed,revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating i 1r, nn rnn Cooling i Hood 3.00 Ventilation permit Fee $ 34-00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ofc 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 cons quence of the granting of this p rmit. %� Date/0/6 _ Si ure o A PIcD — Owner❑ Controctorz Agent7�`Q���� An OSHA permit is required for excavations over and lition or const/t- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspe tion Fee $ c NST E TOTAL F $ 711.70 HAZ. I CUA •.� PAR SCHL V FL coF I PAR PD Y HD ISSUE Q1is permit is hereby issued under the applicable provi- (ons of the Butte County. Code and/or resolutions to do work indicated above or which fees have been paid. DI C LIC WORKS t By Date t ` PE MIT EXPIRES ate 88379/222// `> e rl � 1X_2 1? Receipt No. + WNIT!-O.P.W., YELLOW-ASS[380R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT;OF PUBLIC WORKS. -BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, C41FORNIA 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET 11 a $ J - l Permit No. OWNER _ o. �4 Proposed Building Use �y�fiX Building Inspector P. Date �6 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 . .................................... Plot plans in duplicate/triplicate, signed by preparer of plans........ �� 3. Complete plans in,41 Flic riplicate, signed by preparer of plans .. !!�'-6_ 4. Complete engineered plans and calcs, with wet signature on plans .. /6.nergy zardous Material Form ......................................... . Design Compliance and supporting documentationtement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions. p ....... 10. Fees of $ / , % .......................... 'o 1. Chico Urban Area fees paid ....................................... 7 `Z Park fees paid ......... 13. School District fees paid ..............� -JA. Sanitation approval from' falth Department City of Chico plumbing permit .... f7Cit..Q,(1.-l.liei............ 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 0 /F[L`yC.s�F9. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for. -''''� required ... Pre-Inspec. request to / + Building Inspector (Date) 21. Contractor's license information (No:, Name Style, .Classification) ... 22. Certificate o9Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 0/1/ r J Recorded copy of Agricultural' Acknowledgment Statement ......... 25. Letter of signature authorization .................................... 26. 27. _ When ypu issue the permit, pro ess as follows: Maio owner. Mail to contractor. l/ Telephone 3a rid hold for pickup at _office. Deliver w/inspector. Other s 1 Applica"I�C�Z ate �d �� Copy of Hlaz-Mat form sent Health Dept. Fire Dept. _Air Pollution Date Copy of plan Health Dept. Fire Dept. Other Date By The following d ta�mustst-lbe submittprior per i s e: C' cle n 0 em of c ecked ove). 1. Index permit for abovb-items�No. 2. Additional items required: r Contractor, designer, owner, was advised of above required data � by— honenail_counter by .date Contractor, designer, owner, was advised of above requIredAMWQ--—mall counter by date Plans checked by S- Date S- WFVF Do d by Date ./ Sets of plans on hold in _File cabinet ��A;,fQlder Copy—DPW COUNTY OF BUTTE- DEP-ARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION ANP MIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERTEL PHONE SQ. FT. OCC, BUILDING VALUATION OWNE 'S MAILING ADDRESS i t Z.7 CONTRACTOR'SNAME TELEPHONE —70 O CONTRACTOR'S MAILING ADDRESS Fireplace 1 ql,per CONSTRUCTION LENDER UNKNOWN Total Valuation $ a LAI LENDER'S MAILING ADDRESS Filing Fee $ 1000 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ D r Energy Plan Checking Fee $ 00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS`� M S/ D C ��� G/� l..J permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 , Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Q Each qas water heater or vent 5.00 (,Q USE OF STRUCTURE SF ❑ Duple Mobilehome❑ Other iPR� SPECIFY Gas piping system 1 - 5 outlets 5.00 p Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK Nev-k Addition ❑ Remodel ❑ Utilitieso Installation❑ Other ❑ Describe work: 7A 44 Z__5"e--A � S�Qv Permit Fee $ I Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 15001 OR LESS 1 00 AMP OR LESS 1000 . Ot Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is In full force and effect. License No. Classification. ❑ as the owner, or my employees with wages as their sole compen- sation, will do the work, and the structure 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 DWELLING OCCUP.eI NEW OR ADDNS. CONST. ( ACC. SLOGS. osq It , NEW CONSTR MULTI—OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20030x` eAL03o Ex. OCCUp. OUTLETS FIXED PIRESID ILNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑The permit is for $100.00 (valuation) or less. E] I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 10.00 Heating I kvo,00 �v Cooling j tpr00 .O Hood 3.00 p Ventilation 0(� rQ permit Fee $ C7 l Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor [:JAgent ❑ An OSHA permit is required for excavations over 5'0" deep a d demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 3z7, occ CONST TYPE TOTAL FEE $ HA Z. CUA PARK SCHL FLD coP PAR PD I HssuE This permit is hereby issued unaer the applicable provi- sions oI the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES Date Receipt No. 4 2 WHITE-D.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR. GOLDEN O -APPLICANT •i t BUTTE COUNTY PARKS.DEVELOPHENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARK DISTRICT Assessor -tarcel Number (s) Property Owner -D(DJ L,l.._',.,,,- 00 Project Location/Address 2473 AJJ S) -PC C_ Subdivision\,A/AL Ll 0 I M A 0O R Lot Number (s) 7A - Residential Development: (check one) i� New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total.Number of Dwelling Units Comment: Buil ing Dep/Ement Representative Date Chico Area Recreation and Park District(CARD) certifies that r (Applicant Name) (Phone Number) �'(Street Address) (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for J dwelling units @ $1,189 for total payment of $ I. • Z Cly ARD Representative Date PAID BY CHECK/` NO. BANK NO. 04 y J �y 30 PAID BY CASH RECEIPT NO. 0014* t3y3 REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. ' . _' r�t�stti�•'� .r,y.w y ' ^� "^moi s '� 'n..•`7ayr.,-nr.,...r-c.r'iT .e.'++V+'+'.�"A7'Zr•+-ref,...rrn�+*...,,,r--...""'•�"" 9 Y► , .-BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Bildin g) A.P. Number 41JHPOU -Fi� Building Department No. School District (,• u . S• City D County E Jurisdiction f ' Property Owner CTZ\' � __D0'J �L Sc) 0 Project Location/Addr-ess Z_ TI � ��RCAG-lS l D( G-1 Subdivision\AI'AL 00—K4Ad0_iZ_ Lot Number Residential Development: W1 Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: 7 a New Building 6Department Representative Sq. Footage Addition (Including Exterior — Roofbdas ) 4 7191 Date ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. 9 School District certifies that (%A�ppliiicot • Name'T ( Phone Number) (Street Address) �A 95��'v (City) (State) (Zip Code) has complied with the requirements of Resolution No. 'I by the payment of $ $p� % (p�j representing / yc� square feet. School District epresentative Date PAID BY CHECK NO. ✓' BANK NO qul�-ZX' PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) a 11 W E N 11 RESIDENTIAL PLAN CHECKING GUIDE 12/90 (S.F., DUPLEX & MISC. ONLY) Bldg. Per 't # OWNER A.P. # 7' � GENERAL Plan Checker Zoning requirements: �(sideyards and number of permitted living units). Valuation., Vns signed by designer. per description of work on application. sting violations on property. ms on data sheet. (W.C., fees, Health, ,��Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. Developer Fees, License law, etc). (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FT.nnR PLAN Complete to scale plan with dimensions. ! Required windows for light and ventilation (Sec. 120.5). Required windows for second exit (Sec. 1204). / Z ylights (Chapter 34 & Sec: 5207). // man impact glass (Sec. 5406). /. required room sizes, ceiling heights (Sec. 1207). �FCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, eatir. and cooling equipment, ther electrical or gas equipment. age firewall, door size, and closer (Sec. 503(d)(3)). ;-�3'0" exterior exit door (sec. 3304 (f). , Fireplace and wood stove location, alcoves, and clearance. . Smoke detectors (Sec. 1210). lumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS St ndard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Rafter ties or bea a beam. -Ga+ege-dead, oror Zzes. . Stud heights. . Adobe soils - special foundation design. - etaining walls requiring design. �3. Special Inspection required. 12/90 RESIDENTIAL PLAN CHECKING GUIDE .MISCELLANEOUS ITEMS TO LOOK OUT FOR ,Y. Stairway details: landings, rise and run, head clearance, handrails _3306). Guardrail details (Sec. 1711 & 3306(j). 6 13-.' Br -ick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard) . OYXIO Foam insulation - protection. $'^ 36" halls and stairways. _ 9 —riving area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. � exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). �T. Attic access and ventilation (Sec. 3205). I'Z--Un—derfloor access and ventilation (Sec. 2516). ambustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. JZ --.-Energy design. 4-6�.Flashing at all exterior openings. responsible area requirements. C�13 / 5PW� ra/ rj CITY OF CHICO APPLICATION PERMIT , DATE OF APPLICATION COUNTY AP. NO. PERMIT NO. �( PROJECT ADDRESS 441 MAIN STREET/P.O. BOX3420 PHONE (916)895-4891 I I OWQ� Q tVD i LOT BLOCK SUBDIVISION ZONING OCCUPANCY RES. UNITS MASTER PLAN PLAN NO. tl- OWNER: VALUATION USE/VAR. NO. STORIES TYPE CON BLDG. USE PARKING SPACE AREA SO. FT. OWNER'S ADDRESS: LESSEE: PHONE: BLDG. USE/DESCRIPTION OF WORK' r) A 1 11 LESSEE'S ADDRESS: ;-r.5 CONTRACTOR: pp �.��a®� t . f4� IS � J `cJ L. CRY BUSINESS LIC. NO. �^ vl. �� CONTRACTORS � MAILNG ADDRESS; PHONE: ARCHITECTENGINEER ORDEStGNIE LICENSE: DAESIG SSADDDDRIEN,�EER'S OR PHONE: DEMOLITTION ORHA RCONSETORUCTION OF STRUCTURESRED FOR OVER 3 STORIES N HEIGHT. LICENSED CONTRACTORS DECLARATION PROCESSING I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with PLUMBING PERMIT OTY. FEE SUMMARY OF FEES Acct. Nos. FIXTURE TRAP BUILDING P/C 10476 Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. BUILDING SEWER LI Class , Uc.Nu WATER HEATER AND/OR VENT GRADING PLAN CHECK 10476 Date ` Contractor GAS SYSTEM SS APPLICATION # 31-4.87 OWNER U TI N INSTAL. ALTER REPAIR WATER PIPE OFFSITE IMPR. P/C 10474 he I hereby affirm that I am exempt from the Con actor Ucense Law for the following reason [Sec. 7031.5, Business and Professions Code: Any city or county which requires ANTI-SYPHON/BACKFLOW PREVENTOR a permit to construct, atter,improve, demolish, or repair any structure, prior to its issuance, SEWER MAIN EXTENSION ENERGY P/C (EST.) 10 476 also requires the applicant for such peril to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 [commencing with Section 7000] of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by TOTAL PLUMBING FEES TOTAL FEES PAYABLE AT LF any applicant for a permit subjects the applicant to a civil penalty of not more than five TIME APPLICATION hundred dollars (5500).]: PROCESSING ❑ I, as owner of the property, or my employees with wages as their sole compensation, ELECTRICAL PERMIT OTY. FEE will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply toanowner ofprop- SERVICE/SUBPANEL BUILDING PERMIT 10-425 arty who builds or Improves thereon, and who does such work himself or through his own CIRCUITS employees, provided that such Improvements are not intended or offered for sale. If, how- PLUMBING PERMIT 10-425 t Q Q ever, the build) or Improvement Is sold within one year of completion, the owner-builder f RECEPT, SWITCH OTHER OUTLET will have the burden of proving that he did not build or improve or the purpose of sale.) POWER APPARATUS ELECTRICAL PERMIT 10-425 0 I, as owner of the property, am exclusively contracting with licensed contractors to APPLIANCE MECHANICAL PERMIT 10-425 construct the project [Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and SIGNS GRADING PERMIT 10 425 who contracts for such projects with a contractor(s) licensed pursuant to the Contractors NEW RESIDENTIAL License Law.]. .025X TEMP POWER STREET FACILITY IMPROVEMENT FEE 29-485 ❑ I am exempt under Sec. B. & P. C. for this reason SEWER TRUNK LINE 30-486 Date Owner TOTAL ELECTRICAL FEES - SEWER WPCP 31-487 WORKERS' COMPENSATION DECLARATION I hereby affirm that 1 have a certificate of consent to self-Insure, or a certificate of PROCESSING SEWER MAIN 32488 Workers' Compensation Insurance, or a certified ropy thereof (Sec. 3800, Lab. C�1. MECHANICAL PERMIT QTY. FEE PARK FEES 41-478 Policy NoS;7A`)A% ( O Company SrA_�tc �� ` MECH EXHAUST -HOOD/DUCT PARK FEES 44 478 ❑ Certified copy is hereby furnished. VENT FAN SINGLE DUCT Certified Dopy is filed with ry builain n ' 'o . `7 COOLING STORM DRAIN 26-493 1. - �` Appe HEATING IN-LIEU (STREET) 25497 CERTIFIC E EXE 1 F M WORKERS' C ENSAT O 1 CE WOODSTOVE ALLEY IMPR. 25 498 (This section need not be completed if the permit is for one hundred dollars ($100) or ENG. INSP. FEES 10-474 less.] 1 certify that In the performance of the work for which this permit is Issued, I shall notPLAN MAINTENANCE FEE 10-481 employ any ppeereon in any manner so as to become subject to the Workers' Compensation Laws of Califomia. TOTAL MECHANICAL FEES SUPP. PLAN CHECK FEE 10-476 Date Applicant NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become DEPT. APPROVALS REO.: OTHER: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ❑ HEALTH ❑ PLANNING ❑ ARB ❑ ENG. ❑ SCHOOL ❑ FIRE CONSTRUCTION LENDING AGENCY _ I hereby affirm that there is a construction lending a envy for the performance of the ❑ OTHER work for which this permit Is issued (Sec. 3097, Civ. C�. APPROVED BY THIS APPLICATION Landers Nemo 'PlwBECOMES A PERMIT TOTAL FEES PAYABLE AT -+A® LaIdcertify�r IHave X WHEN VALIDATED. TIME OF PERMIT ISSUANCE ❑ CAS CHECK read this application and state that the above information Is correct. I agree to comply with all qty and county ordinances and state laws relating to building S TUBE PL CANT OR AGENT construction, and h authorize representatives of this city to enter upon the above- mentioned property for ion purposes. VALIDATION DAT!!J 4, OWNE CTOR AGENT ❑ BY: 9/89 -IM THIS PERMIT EXPIRES WITHIN 160 DAYS FROM THE VALIDATION DATE SHOULD WORK NOT BE COMMENCED PERMITTEE COPY LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER(S) TOP CHORDS: 2x 4 OF 111 1- 6 BOTTOM CHORDS: 2s: 4 OF 01 1- 4 WEBS: 2x 4 OF STAND 1- 7 TRUSS SPAN 35'- 00' LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADING LL + OL ON TOP CHORD - 23.0 PSF DL ON BOTTOM CHORD - 10.0 PSF* TOTAL LOAD - 33.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. 17-06-00 17-06-00 C -4x4.3 4.3' l A�S TPI SINGLE MEMBER FORCES GD T 1- -1773 B 1- 1586 M 1- -278 T 2- -1579 8 2- 1255 N 2- 329 T 3- -1076 8 3- 1255 M 3- -425 T 4- -1076 B 4- 1566 M 4- 703 T 5- -1579 M 5- -425 T 6- -1773 N 6- 329 N 7- -278 LEFT - 980 RIGHT - 980 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.57 OF / 2.42 HF JOINT 7 1.57 OF / 2.42 HF - 1 12 Mx51.1(S) C -5x5.1 (S) 12 6.00 (% C -2.5x4.3 (NS) C -2.5x4.3 (NS) X16.00 1.75 (S) 1.75e (S) C -1.5x2.6 C -1.5x2.6 OYZ �1b a -2.5x6 C -2.5x4.3 0.t!5' C -2.5x4.3 C -2.5x6 0 C-2.50.7(NS) C-Sx7.1(S) 35-00-00 Scale: 1/4' JOB NAME: NOR CAL PFI FILE NO.: TRU-35-6-33* WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Wamings before construction of trusses. 1. Design to support loads as shown. 2 Builder and srecllon contractor should be advised of all General 2. Design assumes the loo and bonom chords to be laterally braced a1 3'•0" o.c. and at 12'-0" O.C. respectively. GATE' 4/ 17/91 Ver 4.3 Notes and Warnings before construction commences. 3. 2x4 Impar bridging or lateral bracing recommended where shown + +. 3. 1x3 compression web bracing must be Installed where shown +. 4 2x41 la ion o1 Iru55 is the r¢SDOnsibilily 0f. the r¢SpeCfrve contractor. �. A71 lateral fora restating elements such as temporary and permanent 5. Design assumes trusses are to be used in a non-cortosive environment. REF.: 25-1 DES. BY: AM • bracing• must be designed and provided by designer of complete 0nd are for "dry condition' o1 use. structure. Computrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports shown. Shim or wedge if CompuTrus Inc. l S. No food should be applied to any component until after all bracing and necessary. tea entire art complete, and at no time should any loads greeter then 7. Design assumes adequate drainage is provided. SEO.: 232623 8. Plates shall be located on both laces o1 truss. and placed so their center design loads be applied to any component. tines coincide -In joint center lines. MANUFACTURING. ENGINEEPING. CGUPUTEP. SYSTEMS 8. Compulms has no control over and assumes no responsibility for the 9. Dicits indicate size o1 plate in inches. fabrication, handling, shipment and Installation of components. 10. F4gi basic cl sign values of the Computrus Plate. indicated by the prefix 7. This design Is fumished subject to the limitations on trust designs set C . See 1.F60. R.R. 4211. forth by the Truss Plate Institute in "Bracing Wood Trusses. BWT•76". 11. The_ Computrus.Nei Section Plate is indiCaled by the prefix -CN-. the designator (18) indicates 18 material is All others are 20 a copy of which will be furnished by Computrus upon request. ga. used. ga. �a4-1 LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER(S) I TOP CHORDS: 2x 4 OF /1 1- 6 BOTTOM CHORDS: 2x 4 OF 11 1- 4 WEBS: 2x 4 OF STAND 1- 7 17- C-5x5.1(S) 6.00 l� C -2.5x4.3 (NS) C -1.5x2.6 TRUSS SPAN 35'- .00' LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADING LL + OL ON TOP CHORD - 23.0 PSF DL ON BOTTOM CHORD - 10.0 PSF■ TOTAL LOAD - 33.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C -4x4.3 1. 75' (S) 1.75' (S) o �V loads as shown. e too and bohom chords to be laterally braced at 3%0'• 17-7711 o -2.56 C -2.5x4,3 O.L5' g or lateral bra6ng recommended where shown + +. C-2.50.7(0 j MOMS) 35-00-00 Scale: 1/4' JOB NAME: NOR CAL PFI Dnddion" of use. fl bearing at all supports shown. Shim Or wedge it FILE NO.: TRU-35-6-33+1 WARMINOB: General Note! 1. Reed all General Notes end warnings before construction of trusses. 1. Design to lequate drainage is provided. 2 Builder and vection contractor should be advised of all Genesi 2. Design as, DATE: 4/17/91 Ver 4. 3 Notes end Warnings before construction commences. O.C. and a 3. 1x3 e.."Issalon web bracing must be installed where shown +. 3. 2x4 Imppar: -ANyrACTURING - ENGINEERING - W4D,rTER Sv STEmS 4. All lateral force resisting dements such as temporary and permanent 4. Installation 5. Design as REF.: 25-1 DES. BY: AH bracing, must be designed and provided by designer of complete r d are to • atructurs. Computrus assumes no responsibility for such bracing. 6. Design as! S. No load should be applied to any component until alter all bracing and necessary. 7. Design es SED.: fasteners are complete, and at no time should any loads greater than 8. Plales sna 232623 design loads be applied to any component lines coinc 8. Com utrus has no control over and assumes no responsibility for the D D Y 9. Digits Inds fabrication, handling, shipment and Installation of components. 10. FQQr basic 7. This design Is lumished subject to the limitations on truss designs set •'G see I The Comp forth by the Truss Puts Institute In "Bracing Wood Trusses, 811? -76", 11. designator a copy of which will be furnished by Computrus upon request. 7A 6 TPI SINGLE MEMBER FORCES GD T 1- -1773 B 1- 1586 M 1- -278 T 2- -1579 8 2- 1255 W 2- 329 T 3- -1075 B 3- 1255 M 3- -425 T 4- -1076 B 4- 1586 M 4- 703 T 5- -1579 M 5- -425 T 6- -1773 M 6- 329 N 7- -278 LEFT IN 9B0 RIGHT IN 980 BEARING AREA REQUIRED (SO. IN) JOINT 1 1.57 OF / 2.42 HF JOINT 7 1.57 OF / 2.42 HF 17-06-00 C-56.1 (S) 12 tlf f (gip %4 C-2.5x4.3!NSI --,j6.00 t }10 s3783 C -1.5x2.6 CF C A��<0 j Cn 0 C -2.5x4,3 C-2.56 n0 otherwise noted: loads as shown. e too and bohom chords to be laterally braced at 3%0'• o.c. respectively, g or lateral bra6ng recommended where shown + +. is the fesocinsibifily of the respective. Contractor. usses are to be used in a non -corrosive environment. Dnddion" of use. fl bearing at all supports shown. Shim Or wedge it CompuTrus Inc. lequate drainage is provided. sed on both faces of truss. and placed so their center joint center lines. -ANyrACTURING - ENGINEERING - W4D,rTER Sv STEmS of plate in inches. alues of the Computrus Plate, indicated by the prefix q. R. 4211. Section Plate isindicated by the prefix "Cls", the icales 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE 'MEMBER(S) TOP CHORDS: 2x 4 OF #1 1- 6 BOTTOM CHORDS: 2x 4 OF 11 1- 4 WEBS: 2x 4 OF STAND 1- 7 C -1.5x2.6 m o -2.5x6 Scale: 1/4' JOB NAME: NOR CAL PFI FILE NO.: TRU-35-6-3311 DATE: 4/17/91 Ver 4.3 FEF.: 25-1 DES. BY: AM SED.: 232623 17-06-00 C-5x5.1(S) C -2.5x4.3 (NS) C -2.5x4.3 TRUSS SPAN 35•- 00' LOAD DURATION INCREASE - 1.25 SPACED 24.0" O.C. LOADING LL + DL ON TOP CHORD - 23.0 PSF DL ON BOTTOM CHORD - 10.0 PSF* TOTAL LOAD - 33.0 PSF* 115 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. C -4x4.3 4 1. 75" (S) 1.75' (S) 0.�5' C -2.5x7.7 (NS) MOMS) 35-00-00 WARNINGS: G, 1. Read ail General Notes and Warnings before construction of trusses. 1. 2 Builder and ereetlon contractor should be advised of all General 2. Notes and Wamings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 3. 4. 4. All lateral force resisting elements such as temporary and Permanent 5 bracing, must be designed and provided by designer of complete structure. Computrus assumes no responsibility for such bracing.. 6. 5. No load should be applied to any component until after all bracing and 7 fasteners are complete, and at no time should any loads greeter than 6 design loads be applied to any component. B. Computrus has no control over and assumes no responsibility for the 9• fabrication, handling, shipment and Installation of components. 10. T. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute In "Bracing Wood Trusses, BWT•76", 11. a copy of which will be furnished by Computrus upon request. 7A,fS TPI SINGLE -MEMBER FORCES GD T 1- -1773 B 1- 1585 M 1- -278 T 2- -1579 B 2- 1255 N 2- 329 T 3- -1076 B 3- 1255 M 3- -425 T 4- -1076 B 4- 1586 M 4- 703 T 5- -1579 M 5- -425 T 6- -1773 N 6- 329 W 7- -278 LEFT - 980 RIGHT - 980 BEARING AREA REQUIRED (50. IN) JOINT 1 1.57 OF / 2.42 HF JOINT 7 1:57 OF / 2.42 HF 17-06-00 C-5x5.1(S)12 %4 1 `=1 = 11 Q6.00 _ Ne. 33783 Is C -2.5x4.3 !NSI C -1.5x2.6 ��9iFOF CAli. \c0 m o C -2.5x4.3 C-2 9x6 n0 tes, unless otherwise noted: to Support loads as shown. assumes the top and bonom chords to be laterally braced at 3'-0" 1 at 17-0" o.c. respectively, =1 bridging or lateral brabing recommended where shown + +. on of truss Is the responsibility of the respective. contractor. assumes trusses are to be used In a non -corrosive environment. /\IcampuTrus for "dry condition' of use. assumes full bearing at all suppons shown. Shim or wedge if InC. auumes adequate drainage is provided. hall be located on both faces of truss, and placed so their center incide with joint center. lines. MAMUfACTURIMG - EMGIMEERIMG • COMPUTER SYSTEMS 6cate size o1 plate in Inches. Ic dI n values of the Computrus Plate, indicated by the prefix e I.G. .0. R.R. 4211. .. _ nputrus.Nei Section Plate is indicated by the prefix "CN", the for (18) Indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER(S) TOP CHORDS: 2x 4 OF #1 1- 6 BOTTOM CHORDS: 2x 4 OF #1 1- 5 WEBS: 2x 4 OF STAND 1-10 C -3x4.3+ 0 0 Q C -1.5x3.4+ GS TRUSS SPAN 23'- .00' LOAD DURATION INCREASE - 1.25 SPACED 24.0' O.C. LOADING LL + OL ON TOP CHORD - 23.0 PSF DL ON BOTTOM CHORD - 10.0 PSF* TOTAL LOAD - 33.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. 5-00-00 18-00-00 12 4.Or 6.00 � � C-46 i, 4-09-08 14-06-00 23-00-00 Scale: 1/4' JOB NAME: NOR -CAL ( BOLIN ) TPI SINGLE MEMBER FORCES MGD T 1- -393 B 1- 0 W 1- -625 T 2- -1484 B 2- 458 W 2- 465 T 3- -1484 B 3- 1910 W 3- -450 T 4- -2218 B 4- 2374 W 4- 1398 T 5- -3288 8 5- 3264 W 5- -158 T 6- -3462 W 6- -501 W 7- 347 W 8- -290 W 9- B30 W10- -294 LEFT - 644 RIGHT - 644 BEARING AREA REQUIRED (SO. IN) JOINT B 1.03 OF / 1.59 HF JOINT 7 1.03 OF / 1.59 HF of f s sllj-ry4 ti�e�� F� c, No. 33783 CIV1�- OF CAI�FO� t, o W F-xR (6-30 94 No. 3378,E CIVIC- OF C.wF��� WARNINGS: General Notes, unless otherwise noted: FILE NO.: STSC-23 (36) —6/4-33* t. Read all General Notes and warnings before construction of trusses. 2. :sad 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3'•0 O.C. and at 12•-0' oc. respectively. DATE: 9/10/91 Ver 4.3 7. 1x7 compression web brecing must be installed where shown +. 3. 2x4 Impact bridging or lateral bracing recommended where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 4. allmemlroneresstingekmemssuchastempomryanepem,anembreeing, 5. Design assumes trusses are to be used in a non -corrosive environment. must be designed and provided by designer of complete structure. and are for "dry condition' of use. REF.: 25-1 DES. BY: SK Computrus assumes no responsibility for such bracing. S. No load should be applied to any bracing 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. CompLJT�us Inti. component until after all and tastenem ere complete, and at notime should airy mads greater than design 7. Design assumes adequate drainage is Provided. SEG.: loads be bed to a component. applied any mpo 8. Plates shall be located on both laces otruss. and placed so thea Gamer fines coincide with joint center hoes. unsar.cros Nc • eamseeaiee • co >ur¢a ssra-s 266091 6. Compucrus has no control over and assumes no responsibility for the 9. Digits indicate size of plate in inches. fabrication, handling• shipment and installation of components. 10. For basic desi n values of the Compucrus Plate. indicated by the prefix 7. Thia design is furnished subject to the limitations on truss designs set forth "C", see I.C. B.�. R.R. 4211. by the Truss Plate Institute in "Bracing Wood Trusses, BWT•76", a copy of 11. The CompucrusNei Section Plate is indicated by the prefix -CN-. the which will be furnished by Computrus upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga. Gl-G2-G3 7 Aja LUMBER' SPECIFICATIONS TRUSS SPAN 36'- .00- TPI SINGLE MEMBER FORCES MGD [SIZE LOAD DURATION INCREASE - 1.25 T 1- -1920 B 1- 1718 W 1- -238 SPECIE GRADE MEMBER(S) SPACED 24.0" O.C. T 2- -1749 B 2-. 1784 W 2- -367 TOP CHORDS: T 3- -1964 B 3- 1868 W 3- 98 2x 4 OF PS 1- 9 LOADING T 4- -1875 B 4- 1723 W 4- -51 BOTTOM CHORDS: LL + OL ON TOP CHORD - 23.0 PSF T 5- -3780 B 5- 4037 W 5- -147 2x 4 OF #1 1- 7 OL ON BOTTOM CHORD - 10.0 PSF* T 6- -3780 B 6- 4431 W 6- 209 WEBS: TOTAL LOAD - 33.0 PSF* T 7- -4448 B 7- 5568 W 7- 2765 2x 4 OF STAND 1- 6, 8-13 *5 PSF REDUCTION TAKEN ON T B- -5703 W 8- -157 2x 4 OF STUD 7.* BOTTOM CHORD, AXIAL STRESS ONLY.QRQfESSlON T 9- -5905 W 9- -464 C. K((j/��F� W11- Sof W1]- -242 1P G, W12- 1051 ?1 W13- -386 18-00-00 W N0.33783 7�0 LEFT - I 1008 RIGHT - 1008 BEARING AREA REQUIRED (SO. IN) JOINT 5�( C -56r fq C1V1� ��� 1 1.61 OF / 2.49 HF ESS/O,9 JOINT rFOF 10 1.61 OF / 2.49 HF CA0E�� C. Ki 12 6.00 C -1x2.6 cX 6-30-94 T ` C -2.5x4.3 12 N0.37783 �' Q6.00 C -2.5x4.3 / C•��-ql C-5x5A (S) n Q C -2.5x4.3 (NS) C -5x5. i (S) ;V11 `���� �r9 j f 1.75 (S) C -3x4.3 (NS) OF r (S) C -7x9.4 C -1.5x2.6 C -1.5x2.6 C -2.5x4.3 C -2.5x4.3 C -1.5x3.4+ x4'00 C- x4.3 o C -2.5x4.3 i2 0 o C-1.50.4+ 4.00 r-- o o C-2.56 C-56.1 f2 CN18-3x17.9 0 2x4 B1 OF FURRING C -1.5x3.4+ 1, I. 5-11-04 (, 7-03-08 14-02-08 14-06-00 I, 36-00-00 Scale: 1/4' JOB NAME: NOR -CAL ( BOLIN ) WARNINGS: General Notes, unless otherwise noted: FILE NO .'' TSC -36-6/4-33* 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construct on commences. 3'-0 oc. and al 12'-0" oc. respectively. DATE: 9/10/91 Ver 4.3 3. lar compression web bracing must be installed where shown +. 3. 2x4 Impact bridging or lateral bracing recommended where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 4. Ali""mlfonxrestatirgelementssuchastemporaryandpermanentbraci rte. S. Design assumes busses are to used in a non -corrosive environment. must be designed and provided by designer of complete structure. and are for "dry condition of use. se REF.: 25-1 DES. 8Y: SK Camputrus assumes no responsibility for such bracing. 6. Design assumes full bearing at all supports Shown. Shim or wed a if 9 S. No load should be applied to any component until cher all bracing necessary. CaiTlpuTa-Us Inc. and tasteiiera am complete, and at no time should any loads greater than design 7. Design assumes adequate drainage is provided. Plates SEG.: 26 60.93 loads be applied to a component. 8. shall be located on both faces of truss. and placed so their center n1 '"p° lines coincide with joint center lines. �•a vr.crvarac • eaerae¢a ae • co-ov ea ss,cas 6. Computrus has no control over and assumes no responsibility for the 9. Digits indicate size of plate in inches. fabrication, handling, shipment and installation of components. 10. For bask desigqn values of the Computrus Plate. indicated by the prefix 7. This eesign is furnished subject to the limitations on truss designs set forth ..C", see I.C.B.O. R.R. 4211. by the Truss Plate Institute In "Bracing Wood Trusses, BWT-76•x, a copy of 11. The ComputrusNet Section Plate is indicated by the prefix "CN". the which will be tumished by Computrus upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga. LUMBER SPECIFICATIONS SIZE SPECIE GRADE MEMBER (S) TOP CHORDS: 2x 6 OF 92 1- 4 BOTTOM CHORDS: 2x 8 DF #2 1- 5 WEBS: 2x 4 OF STAND 2- 6 2x 6 OF STUD 1, 7 9-00-00 Ir 0 18- 0- 0 GIRDER TRUSS SUPPORTING 23- 0- 0 LOAD DURATION INCREASE - 1.25 + 1 LOADING TC UNIF LL+DL 45.0 PLF 0' .0' TO 18' .0' VERT BC UNIF LL+DL- 279.0 PLF 0' .0' TO 18' .0' VERT C -5.5x7.7 TPI SINGLE MEMBER FORCES MGD T 1- 546 B 1- -455 W 1- -3629 T 2- -2214 B 2- 2238 W 2- 1069 T 3- -2267 B 3- 2238 W 3- -465 T 4- 0 B 4- 2918 W 4- 2236 REF.: 25-1 DES. BY: SK Computrus assumes no responsibility for such bracing. 5. No load be to bracing B 5- 2918 W 5- -1330 should applied any component until after all and fasteners ere complete, and at no time should any loads greater than design �. Design assumes adequate drainage is provided. W 6- 1255 8. Plates shall be located on both faces of truss. and placed so their center lines coincide with joint center lines. u•RUFICTURiRo • ENGINEERING • COMPUTER SvsTEas W 7- -3472 CANT @ 1'- 4.0' LEFT - 3143 RIGHT - 2707 BEARING AREA REQUIRED (SO. IN) JOINT 6 5.03 OF / 7.76 HF JOINT 5 4.33 DF / 6.69 HF OFF PANEL SPLICE NOTE: Off panel point splices are located at 1/5 the panel length +/- 6' at either end of the panel indicated. except end panels. C -3x; r rrr. CN -7x 11.9 (AS) - 1, J, L �A -02-04 16-09-12 L 18-00-00 Scale: 3/8' JOB NAME: NOR -CAL ( BOLIN ) WARNINGS: General Notes, unless otherwise noted. FILE NO.: G -18X23-8-33* 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised o1 all General Notes and 1. Design to support loads as shown. 2. Design assumes the top and bottom chords to be laterally braced a1 Warnings before construction commences. 3'.0 O.C. and at 12'.0" O.C. respectively. DATE: 9/10/91 Ver 4.3 3. 1:3 wmpression web bracing must be installed where shown +. 3. 2x4 Impact bridging or lateral bracing recommended where shown + +. 4. Installation of truss is the responsibility of the respectivecontractor. 4. All lateralro force resisting elements such as temporary and permanent bracing, rg Po rY Pe g 5. Design assumes trusses are to be used in a non -corrosive environment. must be designed and provided by designer of complete structure. and are for "dry condition" of use. REF.: 25-1 DES. BY: SK Computrus assumes no responsibility for such bracing. 5. No load be to bracing 6. Design assumesfull bearing at all supports shown. Shim or wedge if necessary. ompuTrus Inc. Z-C should applied any component until after all and fasteners ere complete, and at no time should any loads greater than design �. Design assumes adequate drainage is provided. SED.: loads be applied to a component. PP mP 8. Plates shall be located on both faces of truss. and placed so their center lines coincide with joint center lines. u•RUFICTURiRo • ENGINEERING • COMPUTER SvsTEas on 6. Computrus has no control over and assumes no responsibility for the 9. Digits indicate size of plate in inches. 266090 fabrication, handling, shipment and installation of components. 10. For basic design values of the Computrus Plate. indicated by the prefixEir 7. This design is fumished subject to the limitations on truss designs set forth "C". see I.C.B.O. R.R. 4211. by the Tmas Plate Institute in "Bracing Wood Trusses. BWT-76•', a copy of 11. The ComputrusNet Section Plate is indicated by the prefix "CN". the which will be furnished by Computrus upon request. designator (18) indicates 18 ga. material is used. All others are 20 ga. j- L;emng imuiauuu Exterior Stab Floor - Number of stories Points R-vaiue One Two Three R-0 -1 C3 •49 32 R-19 3 -i -2 R-30 •2 .1 .1 B-38 0 0 0 U -value 6 4 1.1 -value 0.50 -176 84 -5d 0.30 -102 -49 32 0.10 -26 -13 3 0.108 -18 -9 3. US -11 -5 .4 0.104 - -2 .1 0•C O•C3 4 •61 Y - 0.C4-14 -13 11 - _ 7 0.02 Z- W21I Insulation Exterior Stab Floor Spe6f=60011 Single- - Single - Points 0.00 Fami'y Family Multi - R -value Detached Attached Family Ra -68 -51 34 R-11 0 0 0 R-13 2 2 . . 1 R -i9 8 6 4 1.1 -value Double .50 .50 •40 0.80 453 -114 -76 0.50 -91 -68 -46 0.3o ;7 36 .24 --.0.10 0., 0 0 O.CB = 4 3 2 1. 10 30 •61 Y - 0.C4-14 -13 11 - _ 7 0.02 19 14 -- 10 0.00 24 - 18 12 ._ . Raiset3 Floor L=ladon •55 -- in FIOor • :rmstaztion S , 27 - Number of stories A R -v -due One . Two Three -49 .15 ^ •1 R -it .? -2 4 ' - r R.19 0 .. 0 7 R30 • 3 ..1 1 ( U-vaiva 3.5 8 14 E i .0.0 - 44 1 - 0 ' -46 7 0.50 f4 -58 38 _.. 0.40 --95 %d6 ' 30 - 0.30 - - 39 34 -ZZ ago -•3-21 21 -14 .7 .2 4 0.08 :' '-11 ': _6 d 31 US :_ ' ' -6 .3 -2 16 'O.C4 -- 4 0 0 6 0.C2 .4 2 1 3 O.CO 10, 5 3 i 17 Controlled ventilation Crswtspaee -1 -3 3 - - 8 Number of stories .:..17 - - R -value One Two Three R-0 -11 :--7 _ --5 -47 1 6 -10 R•11 -2 •2 -2 R-19 7 10 14 •i. Slab Edge Insulation 13 -12 Number a Stories 8 R -value One Two - Three ' Ra 0 0 0 R-5 8 5 __ _ . �.6 2 : R-7 , .8 - _.... 3 F2 fa=r •1 .1 11 - .._.._ _ _ 0.so -4 3 ..1 0.c0 .1 -i 0 0.70 - 2 2 -- 1 0. E-3 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Exterior Stab Floor Spe6f=60011 Mass - • Llass Points 0.00 0 Stzedwd . , 3 ` Z /CFA 0 .. Two 6.'Glass Heat Loss One Two - Total -8 -5 •d -2 U -value Percent 0.1 St to .41 to .31 to 0.30 or Glass Single Double .50 .50 •40 . less 50 -121 -53 _ -39 _ 44 .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 -42 3 5 12' 28 •55 :: -18 •10 ---2 S 13 27 -52 -17 A .2 6 13 26 -49 .15 .-8 •1 7 14 25 -46 44 .7 0 7 14 24 43 -12 •51 3.5 8 14 23 -40 •11 %4 -2 8 15 22 37 .9 -4 3 3 9 15 21 -34 .7 .2 4 10 15 20 31 3 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 _is .. i 17 -23 -1 -3 3 - - 8 12 .:..17 - - 16 -20 0 4 9 13 "-'17 15 -47 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 15 _ 19 11 --- 37 10 .,-113 . ,.16 x"10 .r.3 9 11 .-14. 17. 19 9 4 ....10 13 .15 : •,r 17- ': 20 8 _ 2 _ __12 . __ 14 _::_16 18_.20 9. Interior Thermal Mass Interior Exterior Stab Floor Raised Floor Mass - • Llass SZ68S 0.00 0 Stories . , 3 ` Z /CFA One Two Three One Two Three 0.0 -8 -5 •d -2 •1 ' •1 0.1 .8 -5 3 -1 0 0 0.3 -7 .4 .2 0 1 1 0.5 -6 3 -i 1 1 2 0.7 -5 .2 -1 - -11 -" 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 _ 45 0.50 4.58 •10 ::A : -8 : •7 :-S .4 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 it 5.0 4 7 9 11 12 12 5.5 5 - 8 9 'If 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 it 13 13 14 . 75 6 10 11 13 14 14 8.0 7 10 11 . 13 14 14 8.5 .,,.. 7 10 12 .:-_.13 _11, 15 10. Exterior Walt Thermal Mass Exterior Single- ... skv$e- Wall Family n 's Famt7y :, - Half - • Llass Detached AmKhed ""Family ' 0.00 0 0.20 . , 3 ` Z -- 3 12- Cooling Syst•an .0.60 _4 8 6 ... 0.80 __.10 " _ a SEER 1.00 r :.-13 --to . _-_ '_�7 Shading (Shade Open) 1.20 13_ 12 .7. .4 . •. 9 2. 40 ''`.^ice' •/3 .1 -- - tGtr .1.60 0 .''-13 11 ......... -1.80 _t2 _`12F1TestivePei-, -' "cYtaasxSC 21i -41r, .13.(Pte mora 8.0 -1: -12 %Gf-s North East South west Skylight 8.5 •9 -7 �1� -. -- - Heating - - tt g System 18 4V -1 n0. '< _-5- 16 4 14 -' -2 5 t ......na `2 :. 5 -. 1 _.:•, n0. - t. . SEorHSPF . _'.4 12 < 3 3 5 `. 2 (�me: duds In aide) 1t 3 _"n0. =3 .5 n0.' - - a: •s.v 10.0 4 t Sum 1-6 1 2 : = Z - -25 or -24 to -14 to -4 to +6 to 16 or 8 _ 2 - = 3 '•,' S ".. 2 `" 2 SE HSPF less -15 -5 +5 +15 - more M1 7 ��l _ -, _ � " 3 > - 4 Z.. -� Z .-.�.3 : _' 0.72 6.60 0 . _" 0 ' ' 0 '; 0. 0 =1x 0 S. _,t =-'4 ---2 �_ 3 s _..0.75: 6.88 _..3 3 5 1 ... 2 .:.3. ..-2. ;..2 .0.80 7.33 .. 8- 7 z 6 _..5 4 _. 3. 4 0 .- 2_ 3 1 3 0.85 7.79 "13 =11 "-:10 ' 8 7 S 3 -- 0 --- i --'2 -�" 1 ___ 3 :,- 090 8.25 ::15 - 13 . 11 = 9 7 1 2 .17 095 8.71 20 18 --••15 13 it _::.8 1 .._....1 4 .._ _-0 _ _ t 4 -• Etrective SE or RSPF 0 -2 -4 0 ct efncienCT) or24t4to ( t u.4 na not allowed' Eger-ve-25 or -24 to -14,4 -4 to +6 b 25 or -SE Eder.ve i4 bISPFx to +6 to 16 or SEEM less -15 SE HSPF less -15 5 .+s ,+15 more y ., ..._..._ C-30 275 .-73 -64 -56 47 38 30 $.Shadin ShadeiCIase ( na 3.41 --45 39 34 .29 .24 .18 `0.40 '34 •9 g 3.57 -M -26 -22 -18 -14 - - - 0.50 4.58 •10 ::A : -8 : •7 :-S .4 - �- Etreetive Pezcmt Gla= 0.56 5.13 0 0 0 0 0 0 - (portent e4aas x SC) 0.60 550 S. 5 4 3 3 2 ,;_ .:•_: 0.70 6.62 17 15 .13 11 9 7., Edectilm :-. ---- _...... 'w 0.80 7.33 25 22 - 19 -16 -13 10 %Glut North ,:..Etc .: South Wag Skylight A-90 825 32 28 -24 -- 20 -•17 -13 -18 --14 .tag -.69 'q _too 9.17 37 32 28 24 19 15 i6 -12 -42 -59 --55 na 7 14 -10 - 35 -50 -46 na _ Zonal Control Adjustment 12 '--8 -`-29 -40 37., n0. 26 22 18 14 -_36 33 .. na System Type 10 3 .23 31 -29 -74 Resistance _ 10 9 .._ 7' - 6 - - 4 ' - 3 - 9 -5 -20 -27 -25 35 Other 6 5 4 3 2 2 8 ' -5 -17 -23 -a. -56 1 1\o Colin; Installed �. 1.4 1 _ 6 3 -11 -15 --::-14 _U _ 5 -2 -9 -11 -10 -30. - 4 -t -6 3 -7 -23 13 IS 3 0 d 5 . _ -16 --Two+ 3 2 ; -2; ': 2 2 t_ 4.8 -4 5.2 Q -2 3 4 9 0 ' 0S 12- Cooling Syst•an Interior MasslCFA SEER (assume: ducts In attic) Stn of 7-10 -25 or 44'0 +-14 to -410 +6 to 16 Of SEEP, less •15 ; 3 ,S +15 mora 8.0 -1: -12 -10 .8. 3 4 8.5 •9 -7 .6 .5 -4 3 89 -5 -4 d 3 •2 -2 9.0 J .3 .2 95 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 94 12 ; 9 . 6 t Effective SEER KkSS (SEER xtuct eMcicnc7) . Sen of 7-10 Eger-ve-25 or -24 to -14,4 -4 to +6 b 16 or SEEM less -15 S +S . +15 more 5.0 30 -25 21 .17 .13 •9 6.0 -12 -11, g -7 6 -1 6.6 .- -5 -4 4 3 2 2 7.0 0 0 i) 0 0 0 8.0 9 8 S 5 4 3 = 9.0 i6 14 ,2 9 7 5 10.0 2Z 19 16 13 10 7 11.0 26 23 19 -15 12 8 ' 120 M 26 22 18 14 9 -13.0 33 29 24 '-. 20 15 10 = . Zonal Control Adjustment 20% - 03 06 0.1 1 1\o Colin; Installed �. 1.4 1 _ 1.8 1,8 1.9 2 _ -:.Stories 25 U - Z9 3.1 11 13 13 IS IS 17 --Two+ 3 3 ; -2; ': 2 2 t_ 4.8 5 5.2 St 30% ' 0S 0.7 0.9 - == Single -Family Ik4cbed and AtLaehed 1.6 1.8 Unit size tso 22 Water 1139 '.or 1'M' -1700 2200 27W '. Heater Credit Type Type less .j m :�'_ to to .1699 2199 2699 ':.or 4.t t.3 4.S j0.. _ more s Z ISG . None 0 0 .z; 0. 0 - , 0 ' 17 or "' Solar 12 " 0 `' 6 1 5 . HP' -HWR 8 5 .. 4 3 3 :ry , WSa -POU 5 -' N'' 3 2 2 15 8 5 4 3 3 I SE _ None 37 44 •18 .15 .12 _ Solar -1 •1 .1 11 0 : HVIR -18 -12 -9 .7 .6 WSa.. •25 -16 -12 -10• a _ POU . •t)3 _ 1.2 9 _7 _6 lG None '=5 .2 -2 2 Sotar T 5 .4 3 2 POU .3 2_ . 1, 1 1 E ._None •28 -19 •id t-_411 g ` Solar 8 5 4 - 3 3 -POU .10 s' -4 ,3 Muttl•Famlll' (tadlvfdual units) Una Sze (9Q Water - - 699 7W 1200 1700 22� Heater Credt ' or -to '- to b a Type Type lass 1194 i%9 21991 more _ SG ' None 0 '0 0 0 7 0 - or Solar 14 5• , 4 5' 3 HP HWR 9 4 3 2 2 wsa POU 9 9 3 .2 5 ' .3 2 Z e - 2' d SE ' None d9 '23 -15 .11 1 -9 Solar Hwa 2 -23 1 0 -i2 '8 3 0 %s Wsa EQU.-.3 -25 '13 a -b 1.1 IG None a -3 Z r -' Solar 6 C2 1 Zl Z8 _ POU E None 1 -30 o - 0 "5 .10 _a _0 - - Solar 18 i -- 6 4 •3 d FGU -8 - .2 2 Interior MasslCFA Point System Summary: Climate Zone 11 - --' --- --- ---�--------• -. SCORE CARD, - Measures --Point Scores .......... 1.-CeilingInsulation l R-vaue . .'. ... ... ^Y- UMIee .. 2- Wall Insulation. _ or -•---- -v• R alt _ _� _ •- ( ,1 � U -value (0.098] 3.. Raised FloorIasulation • R aloe 19 .. - ( U -value 0 - •"� • 1 4. Slab Edge Insula _. - - - `' r••: _ - g tion or R aloe t 0 1 a F2 tactor �1 • - .r.o 6. GIassHeatLoss' - -.-. _: �_.- 4re -. TYPe [daublej - - _U -value [0.65] ,. 90 To UEL IjUss(I61 - Sum I! .7-�Shading Shade Open) .-- _ ... . ,.... x Glass .-- SC _ - �r CCt� Efir 7G (Jia$$ - __ . r•,...,; . r; IF� b. -East x =- 3�. -- - C. -South x = Q z4. , d. West� x _ - / } e. Skylight = - � 8. Shading (Shade Closed) % Guests SC Eff. % Glass _ _ .. _..... X U k+I - East _ -- x_- _ --1 • - _ _ - - --- -- C- South Q X = d. West' _ x = _ /0 .... _ -i_.. e. Skylight - - -- x. _. 9. Intei'iIIt orTheraI Mass ;wp= I MASS ARE __- �•--_ 5> _ - .�-•---- -- -- - inu:riorNiasiC.tA COND. FLOOR AREA � 10. Exterior,Wall Mass • ._. T --?E 2 MASS AREA aterior WaAMus . c i Oil �11. "Heating System 17;11 x Zonal Control?, ( Y / N) SE or HSPF Duct _ _ ry [0.731 F-11=4ve SE or - (0.72f6.61 _ IiSPF (OS6(S.ISj .:12. Cooling System _.. .. x Zonal Control? (YIN) -SEER 19-51 Duct Pfflf-;eary (0.741 Flf=ive SEER (7.031 13. Water Heating S �o _ ,__-- •- v ' - .. Tree IsGJ CrcdiL 4_3 KkSS (OW a 4.Z. t•, a:T�aed at bl . O% S1 107. tsx Ztl1; 25% 307 t0% 4Sr" 50- 55% 60% 6'S; 70% 7S% V% 851 9C7 95% 1007 1051 110r 1157 120'. QSI 0 7 to7 0 to 12 Q4 0.4 0.6 0.6 0.8 0.8 1 1.1 12 is 1.4 is 1.7 1.9 Zt V ZS 2.7 Z9 2.2 14 16 11 4 '/.2 44 46 4.1 S S3 20% - 03 06 0.1 1 1.2 1.4 1.6 1.8 1,8 1.9 2 21 ZZ ZI Z4 25 U u Z9 Z9 3.1 11 13 13 IS IS 17 4 4.2 4.4 46 4.8 5 5.2 St 30% ' 0S 0.7 0.9 1.1 •1.4 1.6 1.8 2 22 Z4- 26 Z8 J 12 15 II 17 39 19 1.1 4.t t.3 4.S 4.8 5 s Z 5 4 S 6 40% 17 09 . 1.1 1.3 1 5 1.7 1.9 22 24 Z6 2/ 3 12 14 15 18 4 4.3 4.1 4.S 4.S 4.7 49 5.1 5.I 5.6 S6 solc Q9 1.1 11 1s 1.7 1.9 Lt Z3 ZS ZT 1 11 14 16 1/ 4 42 _ 4.4 4.6 .4.7 4.6 4.9 if iI SS S.7 S9 i1 S3 53 5.7 5.9 .6.1 SM 60% 119 1 1.1 12 1.4 1.4 1.5 1.7 1.8 1.9 2 Zt 22 23 Z4 ZS Z6 21 3 12 IS iT 19 4.1 4.3 4.S 4.7 4.9 if S1 56 S.8 6 62 _ 651 1.1 1J 1.5 1.7 1.9 22 Z4 Z6 Zl Z8 Z9 3 11 12 13 14 15 36 3.8 16 4 t 4,2 4.4 4.i 4.8 S S 2 S 4 5.6 5.9 6.1 61 7016 12 1.4 1.6 1.1 2 ZZ ZS Z7 29 11 21 IS 17 29 4.1 4.3 4.3 4.5 4.6 4,7 4.1 4.9 S it 5.7 55 5.7 5.9 6.1 64 75% ._u 1S 1.7 1.9 Zf 23 ZS ZT 3 12 24 11 14 4 42 48 4.1 S Z S.1 -53 5.4 is 16 S 1 6 6 2 6 4 . .4A SJ 19 6.t 6,3 6s : 80% 657. 1.4 1,4 1.1 i1 1.1 2 22% Z4 26 Z6 3 23 2S IT 19 4.1 4.3 4.S 4.1 4.9 S.1 54 S6 S.d 6 90r.' 13 1J 1.9 2 Lt ZZ Z3 Z4 ZS Z6 Z7 Z8 Z9 3 11 3.2 13 33 16 4 4.2 4.4 4.6 4.6 S 52 S4 56 59 - 6.t 62 61 64 66 951: to 16 2 ZZ 2S 27 29 11' 33 14 IS 16 27 11 39 4.1 Lt 4.1 4.1 4.5 4.5 4.7 4.8 4.9 S ii 51 SS i7 5,9 6.2 63 65 66 67 68 100% iJ 19 Z1 ZJ 2.5 Z6 3 U 2 16 I6 4 42 4.4 4.5 4,9 ii i2 S.3 5.4 SS 5.6 it IS6 i9 6.2 6.4 6.7 59 6.1 6.1 6.5 6.7 T 1051 1101 1.1 1.9 2 Zt Z2 Z3 Z4 25 Z6 ZJ 28 Z9 3 11 31 13 25 11 19 4.1 41 4S 4.7 4.9 it 14 SS it / 1 6.2 64 6 6 6 d 1 1151 2 Z2 Z4 Z6 Z8 3 12 14 I6 16 18 18 4 4.1 4.2 43 4.4 4.S 4.6 4.1 4.1 S S.Z it . S.7 5.9 6.3 6.5 6 7 6 9 7.1 120% 2 13 ZS ZT Z9 11 13 15 17 19 4.1 4.4 4.6 4.8 4.9 S 5.1 i2 5.3 SA .14 5.7 S6 5.9 62 6.4 '6.5 6.6 7 72 1251 21 23 ZS 28 7 u 14.26 11 4 42 4,4 4.6 49 S.1 i3 &S -i6 SJ 5.9 6 E1 61 61 6.5 6.5 6.7 6.7 6.9 7.1 73 V. 7.Z Z4 Point System Summary: Climate Zone 11 - --' --- --- ---�--------• -. SCORE CARD, - Measures --Point Scores .......... 1.-CeilingInsulation l R-vaue . .'. ... ... ^Y- UMIee .. 2- Wall Insulation. _ or -•---- -v• R alt _ _� _ •- ( ,1 � U -value (0.098] 3.. Raised FloorIasulation • R aloe 19 .. - ( U -value 0 - •"� • 1 4. Slab Edge Insula _. - - - `' r••: _ - g tion or R aloe t 0 1 a F2 tactor �1 • - .r.o 6. GIassHeatLoss' - -.-. _: �_.- 4re -. TYPe [daublej - - _U -value [0.65] ,. 90 To UEL IjUss(I61 - Sum I! .7-�Shading Shade Open) .-- _ ... . ,.... x Glass .-- SC _ - �r CCt� Efir 7G (Jia$$ - __ . r•,...,; . r; IF� b. -East x =- 3�. -- - C. -South x = Q z4. , d. West� x _ - / } e. Skylight = - � 8. Shading (Shade Closed) % Guests SC Eff. % Glass _ _ .. _..... X U k+I - East _ -- x_- _ --1 • - _ _ - - --- -- C- South Q X = d. West' _ x = _ /0 .... _ -i_.. e. Skylight - - -- x. _. 9. Intei'iIIt orTheraI Mass ;wp= I MASS ARE __- �•--_ 5> _ - .�-•---- -- -- - inu:riorNiasiC.tA COND. FLOOR AREA � 10. Exterior,Wall Mass • ._. T --?E 2 MASS AREA aterior WaAMus . c i Oil �11. "Heating System 17;11 x Zonal Control?, ( Y / N) SE or HSPF Duct _ _ ry [0.731 F-11=4ve SE or - (0.72f6.61 _ IiSPF (OS6(S.ISj .:12. Cooling System _.. .. x Zonal Control? (YIN) -SEER 19-51 Duct Pfflf-;eary (0.741 Flf=ive SEER (7.031 13. Water Heating S �o _ ,__-- •- v ' - .. Tree IsGJ CrcdiL 4_3 KI A Certificate of Compliance: Residential Climate Zone 11 BuldtnQ SI ����i/c4um M mc&ed Byy// Date Mandatory Measures Checklist: Residential MF -IR NOTE_ Lownsc n sidendal buildings subject to the Sandarrs roust ranula Nee meassres mpwdlra of theecimpiian¢ appcmen used. IMMS marred with an asterisk (•) may be =M72eded by mon: srtngott rampliarrx requinctnerus listed • on the ecruft-.._ a( Complaanea When this en¢YLu IS irrarparated into (rte permit documents. the feuutes nbred shall be eatstocred by all parues as binding minimum component performance speraftr-worts for the nundatay mcasares .•ncu+e Wer are srtwn rlsewnee to the ooaunanu or on Nit chceklin only. - - HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency - Location Duct - Output Manufacturer / Model conditioner. heat oumt)) (SE. SEERYSP17) (aaEdc,,n �et-.) R -Value ruh) (or moroved eaual) AMA %XIM 0A I\ 116 - Maximum Fumace Hearing Output Btuh. ``V `'tv HOT WATER SYSTEMS TankManufacturer/Model # g ?V*O V Svstern Tvae (stnrnee eas. etc.) Caoacitv (or anoroved equal) S,0h91? arure(S) 111s c=uncate of compliance lists tlr budding feattazs zed pcforma= specficatior= needed to comply, with Title 24, Chapter 2-53 and Title 20. (hart: 2- Subd3ap`er4. Article 1 of the California Administrative code- This C�rtifiruc has be :3 signed by the individual with overall design r=pc=-bMry and the building owner. wbo shall r=ia a copy of it and =n=it the r.,.11i{cu to my albsequ= pund)aser of the building. Designer Building Owner Nan= Name: Tatle/F= Ttdc/ urn: ' Addn= Addr= Tckpisonc Ix 1: (aptaaac) y Doaunerlution Author SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Tit,urrm: (date) Tck*wnc (sttrtattae) ( Cl Enforcement Agency Name: Ataxy: Docurnentatlon Author Telephone Enforcement Agency Use Only DESCX=ON DFSIGNFA FIfFaRCiirFJlr i ' ! BUILDINGDATA Con •tinned Floor Area T 7� Number of Stories I _ wised Floor __ Number of .Units Single Family Detached (SFD) [ ] Addition Alone North Faster South West Glass Area _._. _ 45 Glass --=ct..�. --- auildi.t Fnnelope Measures ' • S2.5J52tak Minimtrrrtuling insulation R-19.�righted average 12J3520h Dose fill invitation manufacturer's labdW R-Valuc. - - Sz-ns2(t) Mirumim ..alt ina,tation in framed walls R-)1 .cigbted avaage(adan« aper e catcr or man "Is). ' S2.5352(k): Stab edge irculatic n - .•iter absorption rate no Oxer than Q3%. rare vapor tranaamion rate no {enter vin 2-0 pr7m/urch. ) - ' _ ! [ ] Single Family Attached (SFA) [ ] Ezisting Building [ .] Multi -Family (MF) [ ] Existing -Plus -Addition Skylight Total C / S 7/ �� f . f2.53t t: Insulation specified or installed mocts California Eric= Commission (= quaiirt - sndards. Imtcatetype and form, 12.5352(rr vapor barriers mandatory in Climate Zones 14 and 16 only: t r7 t _ B UIL D II�i G SHELL II�SLJLATTON Component insulation IAcadorr/Ccmrnc--zts• ...... _. _ ... _i7t^..L, etC.) Type R -Value _ (aerie, to garage, r t W2II....»........ Wall .............. Roof ..»»»..... Roof. .. ... _ _ _ .. . _ _ - - - - -- 12.5317: lnfilmaucini sfrlortionControls Doors and rudows baween cond,t,dnad and unconditioned kmka Spaea deagned to limit nit b. Doors and windows cut Uxr a Doors and windows wotnem•ippcd: alt joinu and pa,mationt oinked and sr+4A 12.5352(0: Sptxial infiltration barna installed to comply with 52-5351 tit»••CFL quality slandardL 32-5352(d): Lualiuiono(Fvcptaocs L Masonry and faaorybuilt fireplaces haves - s Tight fining, clmnbk meal or glass door _ d its de air ra and with damper and mnonr C'Floc damper and mood 2.M omirrootnbumingWpikxsai)owci . - _ - --._ .._ ._ _ _ •• _...._�_ i .. floor..»»....... Floor.._-_� Slab Edge.— • - - - - G LAZ �r G Shadier I7eYiCeS - g �... , . .. - _ .. 32-5332<y and 2-b1303: Spit eoodidoning equip slang: stlaeh oloiladns. o. - -- i2 -3]52(b) wW 2-53:5: Schack gbc mm ra aL• a ;-ble holing syscens 2-53I6(a): Duster mnsnraed, installed and insulaated per Quptc A 1976 UMC - 12-f2-5316(b): - . 52.5316(b) Estella sysans have damper mntroLt. . --•- -- -.. -.. _ _ _ : _ - -- Glazing Area _. Glass Type Interior - - Eztetior - Oti e-3taoOn (sf) ' (single, double) (3 oIIa blued, ere.) (shad esereert err. Nor -ch - C ) t No tTh Qverhan esfno g Framing Type g (metaUwood) - ` _... P-21a(ck cast_rted space heating equipment has in=m,icent ignition .12 .5z1,: xvAc equipment. water note s. si+ov'a+tods and nearest tacfied by Ne STC- _ ;2-5352G) water hie insulation btanka (R-12 or {rest) or mmbinrd intraiorkztnsio[ = (R-16 dr grayer); rust S f= or pipes uos= to tank i+m"Lcd (R-3 or {rete). r and slm coensate to= rccartuwing - j2.531'_(Esccption Ile Pipe insulation an steam acondensate do .. . _ _- • . - r_ - - - East vb SOuth -) �� SOU [h ( ) f West C ) - West C ) - -- - _.. •: -�- _ - fZ-n1E(dr Swimming Pool Hating L Sysen h= , a.Oolofrswimhon note. - - •r ^.: '. •.:•,-1t.WahrYpnoo(instn+ctionplate nxtheatc: - ----_ a Plumbed to allow norenter. -- - 2 nerc peu tnnsmul clfttaatcy. 3. Pel cove. - a Timecixt -r 5.DirccdcwWvmteinla - - -- '- "' -•- - - - - - - .. _ : • ......"- `.. . � • f _ SkyIi ghL..»... r _ .,. _ . THERMAL MASS __ _ _ _. - _ _...._._ -- ._ � T , Covenr. Arra _:. _..Thickness ype S _ (slables=sed.tilmelm) Sf) inches Location/Descriction (kitchert. bath. etc.) <.. , Linea t and Appliance Afosures s .. - ��_ �_� j2.53S21 . lighting - 25 Iwnaasihnu or greater for general lighting in kitchens and bathrooms. _ with intermitter j2-531�(cr Gas turd appliancesequipped 'th t ignition devices. 3zWrigcmtor- refrigcrawr-(rea=rs; frost= and fluorssrru lamp ballasts certified. byd'eCF-eLdietcmake and model number. COMPLIANCESTATEMENT _ __ _� ._ _ _. .. . �..... . HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency - Location Duct - Output Manufacturer / Model conditioner. heat oumt)) (SE. SEERYSP17) (aaEdc,,n �et-.) R -Value ruh) (or moroved eaual) AMA %XIM 0A I\ 116 - Maximum Fumace Hearing Output Btuh. ``V `'tv HOT WATER SYSTEMS TankManufacturer/Model # g ?V*O V Svstern Tvae (stnrnee eas. etc.) Caoacitv (or anoroved equal) S,0h91? arure(S) 111s c=uncate of compliance lists tlr budding feattazs zed pcforma= specficatior= needed to comply, with Title 24, Chapter 2-53 and Title 20. (hart: 2- Subd3ap`er4. Article 1 of the California Administrative code- This C�rtifiruc has be :3 signed by the individual with overall design r=pc=-bMry and the building owner. wbo shall r=ia a copy of it and =n=it the r.,.11i{cu to my albsequ= pund)aser of the building. Designer Building Owner Nan= Name: Tatle/F= Ttdc/ urn: ' Addn= Addr= Tckpisonc Ix 1: (aptaaac) y Doaunerlution Author SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Tit,urrm: (date) Tck*wnc (sttrtattae) ( Cl Enforcement Agency Name: Ataxy: -. - _ _ ,- _ ..: .mss• _ _ _.. f PIN - •../f - - _ dsn.y�4;,yrsa.:untassotnar•.�sa taleratlorearaystitin0 },GeziOnwsupPonIoads-&$,SA* eM beecuv id be designed and a tempdary and: Pe lm 1 .2 wc1 ^ others TOAD DURATION :INCREASE; . -�.. .14c� _s ina toP and �Itom cnc+ds to be W creat txaced ell SPACED 2W" a.e. 2.ies,ortazae respectively. WoodTrussu dwfr �• 04 a it t7 -0 oaaetaitz,a'8ucv+q +� t LOADING J• f 10,—the Truss Praia tnstaute_ l3Tt'US f�C. .76 01 Ulefsf-tsb"e Qwlerastw.rt�. CQcn[1 4l 30 PST a.1x continuous rxa-nmenr+edwner6 LL +. DL ON TOP CHORD 5 "YSF' o ;R S } i txr^Lrru tatarar txae<M ,P`' ca�•'•�""`»" - actor. DL ON �%)H 35 PSE R installation 011lussalne IaSOMybiti y d ��efesP�Wa COnU ' s ;sign asumes trusser are to be;usad ,n at1On•crxros+va ert+"'o^" cbnd-—ol.use. :are 1,r, -dry s snonn. S,m or wodo*l Ment and ai at at Rapport DasignAssumeslualx MQ Design assumes adapuate diainaQce cl truss and placed so 1Q Plates sr�tit be located or- -In carder lines eo�+ad d ➢e wrn jdntcentec Inas ,l/'^�• late in ktc4'�>4 Put�.L+dKgtsQ.by VM peef L1. Des y d cats si s ` W'nptm.0 12- For basicdes1gnvatu¢s 4211 pyuklnd�cstedby—Pt"�wer tJ 'C. sea 1.C.8 Ni S --teen ns w+r'a o'+20 Gs LRT'i. SETEAC s UP TO. 6`-Ojei 11Ths C+MtP`x^n tY pe�e�re� So used. - USSES des :f a e Itj {�iCi►1.s FOR DrJTCH GABLE TR TRUS5' WITIU �- STAND. - - ' - Ott Panel Spnu Nota: FROH THE £ND WALLr A -DOUBLE Z Y EE USER- GNLD; FCR 2L'�a.C. s - off Panzil;*'•450", to [oC:Cedtat ItsIna i-Ocatad. WE SYAN.. DESI R VII 16d_'NAILS panel langtn':' ti' a. ZV r and a Ine P ATTACH THE DOUBLE 15`a ER TRUSS TC;ETHE -_ '_ iZ A'E 12"o.c THROUG2i0UT`. RINC' FOR _ 3. =0 6 r AKPROPRIATF STA`�ARD ENGINEERED DRA gF.ER, TO srtOLRr: �oass<oy ;t`dtt �+cr i, LUMBER' AND TRUSS DETAILS NOT - r` No sax z acos E r scgTT w O Z crm ltr � u r `��rcrta rti epr�,. • r t SPAN SPECIE tNDTCATED r ABOUT cEt1TEFiuN= LUMBER SHALL BE OF THE MINIMUM GRADE 1N( 92 DF SS H , symm Talcs 1450 F SS- DF € :' _ FOR THE 5—NOTED BELOW. 18U0 F i'o50 F a s na> CHORD r— 2100 F ` 1950 F, SIZE 2400 F 2250 F FILE NO.: 61IFT — 316, — c%, ON QATE TI -vas: SOP CHORD S t f37ED4 fiR. 2 x3 p2 iiEM - FIA O YON DESIGN REF _. 25-1 DES: by -SG x 4 STANDARD. OR STUD GRADE HEM - � $pTTOert CHORD VE B MEMBERS - j SE�3 STA�'DtRO' _ aa•� r _ -: a �-.�""'•"° t c 77 f^t#etl•r ..t �t%%__ __,_,� _Z•`� Iyl�ii�-t3't.f!�Pi�;e f''7'i �tSLRf�1�t'i .., _ _�Ot(t 0y1�17O7 Y9 Y_ 8.; G .7�tSSDrz w� L�t; rjr � � -•v L i6° f 71�13�.` .✓ GeTc f e l , ;GN I Jar i '�,s5ci�fn�:�' �M us5,� 4 rG[ 5r1 -� -D f� •� �7'� t _ T—Iili tYj0✓ ��.� ( l F5b1. ! t Lp.rafrl : 10 t'v Ol 303 ?J UN lgZ7 ELEV,. LOAD MTEy1w7l - st t orCal Lumber Company, Inc. tJ —,Int 8er;vt2 JWenve L' W-' haul, CA 955StP.O. leo. 62d:' - } - t2161-142.1504 comwd. u g4vo P.O: 6es 1762 (4IS)'6 -6" t.InryanCa, rA S'a£4I.. itl i -TPI =jr.LE t9EN651 -1FiiSa SPAN 17'— e.Ml T ism -1"1 � '1G 2- LSA EPFDCATI LDlD t11JIi�tTIbN 'INC" • l2s t Z~ —1027 B 2+ o x 3- -r46 SPACED 24.4' 0-C. . t 3- 144 S 3. 1( Ao -f80 $C2E GA1OE ?R•-:jiBESt _ ? 34� -276 Top DO tlCNtCISNu - � lac -a OF i� ' 4 LL a a. ON TOp Cik'1}1D � 23.E PSF L 80IT CWPM - BMIb" C"= • 10.v PSF*=3x�.3� PSF* 2x' J OF � t !- 3 MEBS` _ 37DTJ�L L UD r 33.0 . �S PSF M 'TAYEH Off LEFT '• V) 612 ' ' $x OF S3lN{� T- BOTTOM ;MGRS. -AXIJL BtFIEBS My— 1 � DEAF" �iREt .9r3� .JOINT S .60 OP l OFF PAM SPL-'I* PWL�iHT O(t PWIZ1 gottik aDliCae are located 7 _� of ct i.v1 j at 115 the Canel 1809M ¢,f- 6' at- L' - either end at the $WWI Stifteated. siceL tn6 Pesu91�. C� ; y1 C--2 5x4.3.W - J - .- !, - n• ru _ p Com, A. R SPE%IFCATiONS 38- 0- O GIRDER TRUSS "SUPPORTING 35- 0�- 0 JPI 2 MEMBER FORCES 60 CL!fBE LOAD DURATION INCREASE 1.25 + T 1- -8228 8 1- 7806 'R 1 2735 T 2- -4122 B 2- 7805 N 2- 4226 .=12e SPECIE GRADE HEMBER(SI LOADING T' 3 0 6 3 3934 N 3- 4258 TOP CHCROS W 4- '-5100 2x. OF ft i- :3- •` .0-'VERT is 5- -124 BOTTOM CHOriFlS: TG UNIF` 1_L+OLS 46.0' PLF 0' .0' TO S8' .0 2x-,13` OF ti i- 3- BG UNIF'LLtOL 435.0; PLF 0' ..O' TO 18• .0`` VERT' LEFT A325 RIGHT'- 4332 'KEHS:> 2x 4 OF STAND' 1- 5 BEARING AREA 'REWIRED (80, N) JDIN 1 6.92 OF / 10.68 HF .POINT 7 5.93 OF / 10.70 K E 2 'campl'et•,_- trusses'required_.-=aoir t= together wlt6ll-I60,lails staggerers at Orr' U . 5'� oc throughout bdt, Gar chord and: 42 at- throvghbut .top. chord and xgbs. , Laterally brace to roof diaphram- C-2.5x4.3 r Z44,:Web brace required-4.00 17---- C75.56, C 5X6wTv �[[.� C. rtit 2x7edge r. —3 5xi4.5 41f tYP Na. 33783 x - f f o � N3xiQ':2 C 3x7.7 C-.7 C 7x7.7 rT CIVtL 4. E OF'CALI��' 18-00-00 Scale: 3/8r 'JOB, NAME: NOR: GAL PFI_ wAputtrtat General Notes:: unless caietvnse noted t. Araad all Gansnl Natas'and Wemings Wora construction 0! busses, t Design to support loads' as shown 2 Builder and uscflow contractor, Should be advised of alt Gensrsf 2. Design assumes the top and bottom chords to be faterali} braced at 3'-D?" FILE` NQ: HGIR-IBX -d--3N. Notch red Wtmtngt Baton construction eomncencss o.G And of 12'-0" o.M respectively �+ q OAT E; 4/17/91 Ver.-4-3 x 1x3 compression web busting must be Installed when shown w. S N lm c bridging, or lateral tuacin recommended where shown + S 1 a. 'nsl on :tt truss is the reseormbikjr of me., resoecuve contra i . s_ An tsteralfems restatingats rents such as temporary anS rmanent 5, Design assumes trusses are to be used Of a nor�corro Wee+ +e t• F F: 25-1 UES.- BY' AM aradng; mast t» designed and prided dy, dsstr ter of eamplaia - enc are for - dry cor6hon- of use m�u rus Inc' . structure.. Comautrus assumes no rssponsibi,4 ftn :tech bracing_ S: Oestgn eiut0es t.�l bearing at a>s-supports show-rn. Siem or wedge'it t 7tolos4shculdbeapptisdtcarty cornponentuntltafterdCWadngand - yme5adequatedramageitDrortded + lastsnets are rxtnpfals sruf at rto time should airy fates grastrthari t3. bates shall be located on b�lt.faces W titres and i y.nvracnm^w . • co�nn[s sttieas SM7. // des" loads be applied o any componenL � knes cosrcde with pril centeFknes J 23Z(YZ - .. & Computrus has no eontrotorsrand essumesno rvapiYfsfvvfly forl" 9: D�25 indicate 928 at place ttr r+'Coe _ - sbr�llon:. handling. shfpatant and installation of components. t0: Fir basC d values Gf 9 Comfsutrus Plate, rnd�eated by the prefix L_TSuls4estgl=istrernfshe6rzbjactto,tttiatfmiutionsontrussdasignaset G".seeLGS_C3 RR,<21T_ e lorthbytMTrussptaia[nat4tuUfn ErscirrgwcodTru:sat;ffWT76 7F-BD�pNelSeGonPlafefsnnrScat_abytheeGt 'CN`_ s copy of whist will be fumished brComputrusupon reQuISL degt}r Star {18j 1lldbt Stet 4B 9a n34enai ts'used Aa t Preis are 2G 00 (foofYc)o r OL/ - LUMBER. SPECIFICATIONS TRUSS `PAN 35'- .00' TPI SINGLE (MEMBER sFORCES GO LOAD 'DURATION INCREASE 1.215 T 1- -5557 8 Im 5249 N 1 -390 S12£SPECIE GRADE MEMBERS) SPACED 24.0' D.C. T'2A -5294' B 2.- 4103 M 2-' 1009 TOP CHORDS; 7 3- -3984 B 3- 3548 M B- 34-9 2x 4 OF 41' 1- 8 r LOADING T 4 -3105 a 4- 3548`N A- 401 BOTTOM CHORDS.` LL f OL ON TOP CHORD'= 23.0 PSF - T 5- 3105 8 5- 4103: :d'5- -506'- 2x 4 OF 01, 1- fi OL ON BOTTOM CHORD - 10.0 PSF* 7:6- -3984 8 6- 5249 K &- 25F_9 WEBS TOTAL 'LOAD 33:0 PSF. T 7 -5293 k 7 646. 2x 4' OF STAND 1- 5, 7-11 *5 PSF REDUCTION TAKEN ON e T 9 -5567 M 8- ., 401 2x 4 OF STUD 6 BOTTOH CHORD. AXIAL STRESS. ONLY. }( g- `"-349. - MSO- fl09 - W11 --i -390' Symmetrical about centerline LEFT _ sea RIC HTg90 = N 17-06-00 BEARING' .AREA :REQUIRED ISG. IN) - - -- JOINT I 1-57 'DF I 2.4211F C-46 JOINT 9 .1.37 OF I' 2.42°HF 4 Q'' tote: Halls must be designed to resist horiz— ontal thrust of truss design by Others. Ile - 3. Ax4.3F. /•`� 12 q Q6.06 6-00-00CZ) m C 3x4.3 = V3 337 3! o. M. 5 -x 11.9 f.-44.3 12 4 -,,Jb.0Q - e-2.5xa.3 c—i.50.4 OF CAO a• : - C -2.5x4,3 C-3xA.3 C -1x2.6 CD ;rra -- ' 43xil.9 I Q C750-7 0 4.00 C-- "' 12 C -2,5x4,3 V-06-00 z < Span to 35 -OL -04 111-6" stub detail Sczle� 114' JOB, NAME, NDP CAL PFI WAttNlrrOi: General Notes, triless oinerwise noted. FILE NO.: SG^35-6IA^dflp Y. Reed all Gen*rat Notes and Wendrigs before construction or trusses, 1 Design to supoon loafs as shown 2_ Builder and orecilan :contractor ;should ba --advised of all General 2. "Design assumes the lop and bonom chords to be laterally braced at 3'-¢' - -- - DATE: 4� 7/91.. veE' 4, 3: Notes and Waminga before construction commena-.s', _ o.c. and at 92'-0" i G !respective] a. 1:3 compression web bracing must be installed where shown t 3 2x4 Impar bridging or lateral bracing recommended where shown:` 4. All latera! force collating elementsstich as temporary and parmarten . 4,-tnsL,ga ion of truss is tDe responsibility of the reSpeGbve:cont2dor. bracln must be dui Mvr and y p 5 .Design assumes. trusses are to be. used in a non-cortmve envuanm .. FEF.; 25-1 DES. BY; :AH. g 0 - p_rovided b :deaf ner of com lets anti are for "Cry concilron" of use.Inc., atn+erorel%dmputrus assumes no coapcnslblltly for such bracing. 6. Design assurnes lull. f]eartng-at. all supports.. shown. Stung or w dg -g- {Y;puT us j " Noloadahouldbeapplied toany component until after alibrscingand .- :necessary _ ryl . EEG 232628 lastenars.ste cdmplata, and -,C mi time shouidanyloadc greater than 7 Qestgn assumes adeeqquale drainage Is provided design loads:be applied: to any component. B :Plates shalf be located. nn'bOtn faces of truss, and placed heir. center yunas c PurEesrsrcys . GL_ 'Con pulrus Ms no control over and assumes no responsibility for lines cartpde with pmt -center bites. p y 10 'Dig is indicate size Ot place in ir>cne5. Y P 6bricalion, handling, shipment and. installation. of ccrnponenis, FQQr Iasi, des gi values of Ihe. ;Gompulrus Plate, indicated b the refer T_ This ds sign Is furnished subject to the limitations on truss designs sot C see ICFO RA4211- forth by the Trues Plate institute In."Bracing Wood Trusses,. BWT-?Sll, 'ii The Computrus Net Section Plate is int- „:ted by the prefix'CN",'the - a copy of which will be lurnlaMd by Computrus upon.requesL nesignaior,(18) tndicale5 18 ga. maiet ; -.used An others are �Q ga. LU14BER SPEC`a.FICA:IONS TRUSS SPAN` !B'— S.00' "` TPT SINGLE MEMBER FORCES . GO LOAD DURATION? INCREASE 1.25 + T 1 —20BO B 1- 1973 N 1 —652 Size, SPECIE, GRADE. -WHSER(SI! SPACE) 24.0` D.C.T 2-- —1557B 2-- 934 W 2- B65 TOP CHORDS-T 3- 0 N 3-' —1174 2x, A! DF ii. 1— g . LOADING; N ♦_: -271. BO7TON CHORDS-- LL + OL ON TOPCHORD= 23.0 PSF 2x 4 OF Ci S. 2 C,L, ON BOTTOM'. CHORD '- 5.0 PSE LEFT = 990: RIGHT 1083 NESS:. TOTAL LOAD 2B.0 PSF 2x 4 DF' STAND 1,- 4 € BEARING AREA REQUIRED {S0, Ih) TC UNIF LL+DL- 46.0 PLF 4« .0' TO 18' 6.0' LE D�a h JOINT 1 1.58 OF / 2_i4> HF BC:UNIF LL+DL= 15.0 PLF 0' 0- TO S' 5.0" VERT - JOINT. 6 1.73 DF / 2.67 NF TC CONC LL+DL 92.07 LBS a A* .0' C—�X. 4.D4 C-3x4.3 to + i o C-2-.W.4' to, �l 4' Setback 2xLeciger C. K11 C 3x43 C-2.5x4.3' t 1r`�. 33] 3 :v -' AF Scale' Ila.` f� JOS, MAMSt NOR CAL. _PFI � r iNAMMINOU -. - - Gen ral Notes, wdess otherwise noted. 'PILE No.t. AOUT14-18-433* 1: Aaad ai[6anenl Notu and Warnings before conaln coon o[ truassa. 1 'eJesign io'.n,Ppon loads as shown. - - Builder and erection- contractor.' should be advised sof sit General 2. Ces�nassumes the top and bottom chords to be: fatera9y'R7la�etj aS 3 - - GATE: 4/ 719 i Yeft 4`.3 Nates and Warnings betas wnstructton cammencss, o c and at t2'-0 o.c. tespeCnr ¢ S]nL 3. 2x4 Im u bridging or lateral bracing recommended yvher own + r 1 ts3 corn •Asian brad must be Installed when shown +. s - - _ - A. /Uttalera>•1 aresist deme suet[astern a ird permanent a.. insiailabonofhiss.istherespombd+ryot.therespeGIvaconttact _ nr+g temporary W 5 Desigm assumes trusses are to be used in- lDisCorro $ f Tn - - REF,.« 25- ... OES`. Bi: AH. _ bracing, must be- destgned and: provided' by designer of complete and ate for `dry cor4arw, otuse r( Inc._ stnrcturs computrusassumasnoresponsiORltyforsuchbracing 6: Design assumes fill Waring atail. 5uppons ���jet1 - 1ch �.i ru5 '.I. . �— 5_: Noloadshould beapplied tosnyc!imponsntuntil allsrallbracingsnd ��?y- y lastenersare corn lets and at no time should any loads grester than 7 Design assumes adeesqiuon drainageris cuss a SECL: " ✓ p 8; Plates oma t)C IOCated on both faces o cuss, end placed sot tine t c s:ctunwa « e«awEEwxa +raupurEa ItSSE45 232525 Maign toad: w applied w any component. Lies i twde watt pmt center knee. L Comyutrus has no control over and assumas no responsibility for the 9`. Drgnis mdicale size of plate in wives fabrication« handling;: shipment and installation of components. +pt FFQr basic d�9gn values of tn2Compuirt.•SPiate, uxt:Cated bfuLl�. -- T. Thlsdasigrtlsfumistisdsublecttathstlmitstlonsontrussaesignasel G",sr f•C.SQ R.R,d21t torthbytheTrust Plate laatitutein"BracirgWood Trusses, SW -76"« tt. Tn¢ Cam true Net Section Plate is indicated b- the Prefix. " CN", the ` - - a copyotwfitct+wilf be fumtshed byComputrus upon request.. : 9naior (.t8) nidrt;ates t8 got: material is used, All others are: 20 qa, 0 NORCAL LUMBER TEL :1--916-742-8786 May 14 , 91 16 05 .N,o . 005 P-02 ROOF 7RUSS STC, STCTIDTC CLIPS D • ryh QI i9e(4'orcem@ti1 pattern doubles the lateral alignment retention value and reinforces the Blot nailing, preventing nail (load binding. Provides ellgnmont control between roof truss and non- bearing walla, the shat permits vertical truss chord movement When loads are applied; • STC MATERIAL. r 18 gauge stool FINISH; r Galvanized a INSTALLATION: ■ Use STC or l)TG dspondfng on wail alignrnont valor. roqUirod. e Use STCT for Installations In which truss fs separeted from the STCT 'e top plate of 1116 non•boaring wall. D Lower trust; chord may be attached to alther side of the reinforced upstanding leg, Ensure thcl Met nails aro inslalled'in the rnlddle of'1he slot, �, jtrr• � OTC Top PIMP of Ndn•Bearing t Molts MODEL FASTEhiER13 ALLOWABLE UPLiF1` DAPS . TRUSS. PLATE DOUG FIR -LARCH SPRUCE -PINE -FIR,. ' W--• pgtont Pendlnq,, 1'C2d 410d:.. 4-i0d 80l) a05 "' �+„"�►f TC2li ., 5. Od: G1t)d 7tlt) 50b. DIMENSIONS FASTENERS'. MODE` PLATE VERTICAL BABE SLOT. NQ' BASE LEG STC 11AX17A _ 11/4x23,`-0 . 2.8d 1-8d STGT 1 a%ex TA 2.8d 1.8d CISTC IlAx1,Tib Z hxl/r 2 �;"tx2ai4 4•Bd t Molts MODEL FASTEhiER13 ALLOWABLE UPLiF1` DAPS . TRUSS. PLATE DOUG FIR -LARCH SPRUCE -PINE -FIR,. ' W--• pgtont Pendlnq,, 1'C2d 410d:.. 4-i0d 80l) a05 "' �+„"�►f TC2li ., 5. Od: G1t)d 7tlt) 50b. Wall ,R • i�'ly,'lll vfN R ll Y T, ,• r LaworGhard of Trus typlcaf 5TC trtsiallvd •L fi or Frame � , + TRUSSJ r 1CONNE"ON 1 'TC2q vers y ,� , �• The Tc truss conneclor atlacheo plated trussoa to top yilates or sNl plate to realst upiltt forces. This Is an id6al obttnoctor for scissors trun4t borause it allows horizontal movement w �s 1 " Ing roatorials while wall is still braced for "plumb and ttnv," up to:1 t� during fnslsitattbn of tool \ I •. MATERIAL; . 113 gauge stow 1 FINISH: r Gelvartized: , tea iensrs. Soo Qotleral Notes. I�I.rTALLAYION, r tlao all spacills r t he (hues at tho Inside and of the slotted nal►s.lnto t -�• 3 holes (1041de end It toWard the contbr at Rho lro.3). {to not soap _ thsso nails into the tro tompili hsad for With >alllow inovomont of the tru hs t+�oiithe 1 TC9 `CODE NUMOER; . 0001`,, ICH(?, SDCCI N0, NP -11.4t3, t Molts MODEL FASTEhiER13 ALLOWABLE UPLiF1` DAPS . TRUSS. PLATE DOUG FIR -LARCH SPRUCE -PINE -FIR,. ' W--• pgtont Pendlnq,, 1'C2d 410d:.. 4-i0d 80l) a05 "' �+„"�►f TC2li ., 5. Od: G1t)d 7tlt) 50b. ) LUSBER SPECIFICATIONS TRUSS SPAN 35'- .00' TPI SINGLE 'MEMBER. FORCES. GD LOAD DURATION INCREASE 1.25' T 1 -1733 B 1• 1586 'N 1' -278' SIZE: SPECIE GRADE MEMBERS' SPACED :24.0' O:C. TOP CHORDS T 2 =2579 B 2* 1255 K 2- 329' 2x 4 OF a] T 3- -1075 H 3- 1255 N 3 -425. 6 LOADING T 4- -3076 H 4- 1566-.)(-4- 703 BOTTOM CHORDS: LL + DL ON TOP CHORD +- P3_0 PSFT 5 -157S K S- -425 2x 4 OF I1 1— 4 OL ON BOTTOM CHORD - 10.0 PSF* T 5• -1773 N 6- 329 ! WEBS: TOTAL :LOAD 33.0 PSF*! 2x-4 OF STAND 1-'7 *5 PSF AEDUCTIDN TAKEN ON R 7- 329 1 BOTTOM 'CHORD. AXIAL STRESS ONLY, LEFT'S 980 RIGHT SBO BEARING" AREA REQUIRED (SO. IN) JOINT 1 1Z7 OF j 2.42 HF JOINT" 7 1;87 OF J 2.42::HF 17-06-00 iT-06-00 ' - C-443 J ...ter- •-�,�\ rtail i 6o y 12 r -5x5> i (S) C-56. i (S) C -2.5x4.3 (NSJ �2 { N Na. 337 3 6.00 0-2.5x4. 6. • X6.00 _ }. i.75' (S) I,75' (S) 'Civic- C -!.5x2,6 •��0F C= � G -1.5x2.6 m _ m - o -2.56 C -2.5x4,3 0t C -2.5x4.3 C-2.50,1(NS) 4 C-50.7 (S)Scale* .114' - .35-00-00 _ JOB NAME NOR CAL PFI FILE till.: TRU-35-6-3311 WARNINGS;.Red oGeneral'Notee unless otherwise'nder - L Beed all Camnr Nates and Warnings bolero construction o! trusses. :Design assumes loads as shown, - ?, Builder and rore_lhn contractor should ba advised of all General. 1 Design. ssu g mes ' o top and bottom rlt�dslo be taterefty braced'at 3'-0" DATE! 4j17js] "Yet^ 4.3 HOlss and Warnings before conslruUfon cominenees. A:G and ar 'i Z' -D" Or„ res;�C,yroety, _ 3, 1x3 compression web bracing must be installedwhere shown +. 3 2x4 Impact bridging or lateral braong recornmended'wheteshown + + t 4. itll lateral force resisting momenta such as lem ora end permanent - 4. 1nstatla ion -of truss is the responsibli7dy of the -respective' Z-iractol. ' { ' - p d rY 5 Des:yn assernes trusses are to be. med in a nomcorroslve envirptameM. REF„ 25-1 DES. BY: AM` bradnp, must De dutgped and provided Dy Oasigner of eomplala. _ .and are 1IN"drycondtUDn" of use slruclure, Computrus »somas no raaponalDHlty'lor such brac,ng. - 6. Design assumes full bearing at all supports:: shown. $htm or wedge: if - ` _ -• S. No load should be applied toanycomaonentuntil aftarallbracing and .:necessary. - 13M it 't SED,; 3 fasteners ars tompleU, end at no lima should any loads pnatar iha, T 'Desron assumes ad��_qquate'drarnagr is Provided 0edf. ., }� 232 design toads 4a applied to say component, a Plates shag be located on Doth faces of t:ss; ayd ♦✓laced a their Q Computrus has no control over and assumes no tel' .'Nlblllty for the lines coincide wrih grit ce- # lanes.- ' n • ENtamEEtue . quruttEn svRF�cs fabrication. handurig, shipment and: Installation at son, ononts, 9 Dgtgrts rndaCategsize of plat' mcnes. ' T. Thisdesignls furnished subject to thellmltatlnns on truss: designs sal lU Cr' see I%& i3.0 AtuA�4 17 a Cc�raputrus Peale, sttdrCaled by the pre - --. !orfh by fM Tni"as Plate institute Xrt ••8ncit•p Wood Trusses, 9WT•76"� 11 The Computrui Net SeGron hate is indicated �tiv the Gra}ix -CN,* the _ _ ' I ropy of which will Da tumlahed by Gomputrus upon rwquest, desgnaiciv(18; mocates'.a pa irrnatenai is used Ag otisers are 2(} ga r' c r - : h • _ _ _ y •' M i • _ I '.. i • ,may 1 � �