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HomeMy WebLinkAbout065-050-046065-050-046 99-1163 t, BOISSE, Joe & Linda 6800 Lake Front, Magalia j Contr: Matt Thompsoq. • K Lot Development 1-1 41-7,a1y5 065-050-046 99.0198 BOISSE, JOSEPH & LINDA 6800 LAKEFRONT DRIVE, MAGALIA CONTR: UNKNOWN SINGLE FAlvl y FEEING ! F//U �1G �f %10b 1 L 5-050-046 99-1163ISSE, Joe &Linda 00 Lake Front, Magaliantr: Matt Thompson; Development a' r�lN I , F i. 4 • F i F f { r�lN I , F i. F r�lN I , F i. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ��G.. ASSESSOR PARCEL NUMBER �5 bg�- Oy6 • ZONING BUILDING PERMIT OWNER of L1NPA (dal "Sc TELEPHONE 3Y3.1i SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS C 1 J/ � 0 L O C> H CONTRACTOR'S NAME^q rr 90�So� TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERMAILING ADDRESS 'S Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ` g � t] `A � e rIQ'�� P Energy Plan Checking Fee $ $ 4 L 1 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Lao D(rr#rL*,A#" 1- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.8 License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( s AOC" BLDS. 3.5¢FT; IN.,oµR 0s p. " MuLTI•ouTLET CG 7.50 PSINGLE OUTLET CIR.OWER APPARATUS OUTLET OR FDCTURES 20 @ I'00 Ex. Occup.BAL p .so RA Ex. Occup. OFDCEDIS qws) E 5.00 Temporary Service 23.00 Z'5 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wi h those provisions. ' f X _ 1 ��i ( '/ Date"'_��") �_ Signature `of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionZU of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 3 HAZ. I D. FEES IMP I FLOOD CDF PARCEL po HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Vj � Date i * PERMIT EXPIRES ON Date Receipt No. 7x•.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT v* d COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 IT NO. (Rev.12/96) APPLICATION AND PERMIT -1-7-717,,3 iD ASSESSOR PARCEL NUMBER s' b50- pL/6 ZONING BUILDING PERMIT OWNER of r-lNP�9 13 8f 5 -St T LEPMONE$�`'� 3-� SO. FT. OCC. BUILDING VALUATION .OWN/ S MAILING 'DRESS ^ r Cu'Co ` CONTRACTOR'S NAME Mk ri�/•/ 119A P' SO� TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS .� Plan Checking Fee $ BUILDINGADDRESS 6800 AK6 fikp�(P Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: too- JifVfL0/oMgi4(r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service p q OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUP. SD OR ADDNS. ( a ACC. BLDS. 3.50Fr. NOON-RESIO. MULTI -OUTLET @7,50 APPARATUS A SINGLE OurLET CIR. EX. OCCU OUTLET OR FIXTURES 00 BAL @ 1. 0 Ex. Occup. O 1lTIFTS RD .DEA 5.00 Temporary Service 23.00 2.3 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f with comply * h those provisions. X a Date N6 ' � -9 Si 'tura of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONATYKyI TOTALFEE$ / Snot HAZ.IMP FLOOD COF PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / /��'D Z�y By . — ate PERMI EXPIRES ON tie /W14 ii 20©O I tDats) Receipt No. 2,4 9017 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT RESIDENTIAL - -- --h - 065-05-0-046 99-0198 BPEM BOISSE, Joseph & Linda L/ 4f1v 260 6800 Lakefront Dr;,Magalia, * : PERM[ (new single family) IA/ �7-7-12 -06 to I itl 9 a-cp 1 7-0 5 7 pl-e 5; ;r PERMIT EXPIRES OWNER AM do CONTR. ASSESSOR PARCEL LOCATION Vj lsale�- 4, CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Palo Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Son Called PGa JOB FINALED Signature OK Not OK Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ` is ats-Elco. Gmd. / f Ftp. Depotto�ain.; Sa-steel- t Flee. Gmd/ Ftp. Depth - - - 4. Ftp. Porches 3 Decks. SalsSteei-/ r Ftp. Depth �_ temwaAs. Main: SteeFBbdcouts4rapped Gowns and Special Anchors 7. Slab, Steek•Wrapped 6. Piersfveptace Ftg.Steel 9. O.W.: FaA Elting Test 2 Way Ci0 F -Pipe; Size Andras - Yard Ga ; S' st tater Pipe; Test-Anchors-RegutatorService Test 12. EI Underground . P' ms d Ducts; Clearance-Maft&i Support Ins. G' Ms -Anchor Bdts,-, ises-Vents-Cripples . Access b Ventilation 16. Insulation . Card B- Date Card 8-1 _te Card B -1r Dab Card B-1 ,.a_RUM BING fwnrrill1l OK som" t rs tet HW4 Ven Air Baine a Pipe; Test 3 Mchd-Akai Pt bcdcn W.1C; Test Fittings &Atncho Nal Protec6an 20. Pan; Test. Fist Fbct-16 Access 21. 10yib 3 Shower Second Floor -Tub Access l2eGas Pipe: She & Anchos Date Card B-1 Dale Card B-1 :ate ; Card B-1 Date Card B-1 ataELECTRICAL 0K wtc" R L's Qr Dwe S Transformer Ckarw= Ins. Protecdort 4. Receptacles Spaciing4jOts b SwW= at Doors b No. of Conductors Stapled Oed am b Edge of studs b CA quip. Ground made up v�lech Fastnes9$ad Gas b Water Appliance C6tvts in Killchen & Coduelor S'me GFI 29. Subfeed Wire Size I / ga. Cu or 94LC. Wire Sale I / ga Cu or Ale 30. Range Circ I I ga Cu at A14Dven Ciro. I / ga Cu or Al Insulated Neutrall Q les 0 No iser Conductors b Grand -Main Disconect quip. CWrances Panels-Mob"ech. Epuip. rhes Closet UghtShoweJ Light -Spa Light Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Oate CHANICAL (Permit) OK except cc's Cucts Insulazicn d Support AW-C M. vent Fan. Exhaust above insulation 37. Condensate Crain 3 Cnerfcw. Size d Grade 38. Furrarce-Vent Access -Comb. A;r•Retum Air Vent I IS outlet 39. A -..c Access b Pa.lwn it Furnace in Attic Cate Card B-1 Date Card B-1 Date Card 3-1 Date Card B-1 Date, -FRAMING (Plans) OK except l s Si . rccer V aterals 3 Anchors Wa tuds•Nailirg Spacing d Braces -Pates -Sound J?AeWalls over Girders d Floor Wiling 4300'braop in WaAs (rat prooQ pf�,cps, Furred CeilingsStairs-Chasers•Tubs lo'Peaders S Beams -Size d Bearing ING cetyl' . Joist-Rttr. Ties-Purfn-Toff Bran-TrussSh*V.-RftV. &a-*-Fp4ce Ties or Type A Floe-FnVlace Throat clearance &"A ' ss: Size b Romeo Protection•Oraft Stop -Ins. Batiks Windows or Exiting Ooors•S7 Hgt b Oimensions ar vie Protection Framing rops V*Line Firewall b Openings on Roof Overhang -Attie Ventm-Rafter outriggers Sid'vig-Nailing Veneer .S��u eo`Mesh-Drip Screed -Fd. Vents-Undertlr. Access j 60. Brace Interior / Exterior Wall Pants' 61. Insulation-Wals-Cdings 62. Infiltration-WallsA fu lows DateCard B- Data Card 5-1 Date I Card B-1 Date Care! B-1 Data (Plants) OK axeeat !'s Ar6-f6mace; Vents -Clearance -Comb. Ai -C�- ImGaraoe,'Above Floor -Ducts -Meat. Protection) $Z,,6.Fj. s Bali Foatres b Tub Access -Spa 68. Eiee "ubpanel, Breaker Sores 3 Labels 79v or Store. Clearance -Hearth O at Wood Panel. Int b Ext t d Lance; Ground. -Arc Gap -Cooking Clearance 7i-Elec. Qdfets 3 Receoticales at Kit Counter Air Connector�PFIX In a , Above Fkxor-Mech. Protection Plb /3 Mech. Equip. Listed for Location Rig' eceotacles in Garage (G.F.I.)-Romex Protection tion -Foam -Looked in Attic Guard rails d Deck Construction -Post Caps 81. Fdn• VBents b Crawl Hole Door Drainage 3 Wood -Earth Clearance looked under Floor Q Yes 82. Following 15t1d.iDrive ayes 0 NoMalks o Yes Q No/Planters Q Yes o No 83. S room -Finish 84. A . Unit Disconnect. Electrical -Plumbing oiv---A,,,r�,,,--FrronL,r�-Clearance to ODerk4s tester _ el 4i. onnect. Electrical, Plumbing 8 eri Et ,F/Trim, G.F.I. Receptacle -Underground ntila X n Throught House ss Protection 90. Ccnec' s trom Previous inspections 91. Test -Meters Tagged, Gas -Electric 92. Water b Sewer Connected-C!O to Grade -HD Approval 93. Energy Compliance Certificate-OMer Certificates Date Caro 3.1 Date Card 8-1 Date Card B-1 0ate Card B-1 Date Card B•1 Date Card B-1 Comments at Final: VOK• O - Not OK - =No� easybAe MOBILE HOMES Date MOBILE HOME UTILITIES O%m) OKs ax" is 1. 7.onirp Aa%A v nents - Setballo - Easements 2. Sods; Special MH Support Sketch 3. Sewer Locatkur MISCELLANEOUS )ate DECKS, COVERS, CARPORTS, GWAARAG&ES (Plans) OK sexept /'s 1. Ior*V Repukernmis.SetbadwEaserrmm, 2. Footirps; SalsSdwoepibapacinp.Con>eon ft 3. Oecks; Girders andlar Joistrr•Deekk>Qgntdr gtai 4Uh 4. Wood Awn.; Pov"eamsRfhs -Comvckn Sht,g.-Rtg.-Bradnq S. Alum. Awn.; Cdwm 6. Carports; Wrxiows-Doors 7. Electric 8. Fang.: SilsAnchorsS1uds4tftrs-1usses 9. Siding; Nadine• krAwSw=o-Mesh t0. Root Shthg-Roofing 11. ExL: Swps•Doorslandngs 12. Braced WaD Parcels Dais Card B-1 Dais Card B-1 Dais Card B-1 Dab Card B -i Date POOLS (Plans) OK except /'s 1. Sd6adts-Easemmts 2. Sols; CorrtpacdonStructrae Stably 3. Pod Str uctrae; Sbel4o necdon►Thidtness Dead Men4kft 4. Elec.; Reneptacbs and U**.g. MftnosGR 5. Be= Pod Lig &a 15 Vdt3GR . L Eba: Endoases; Conduit EntlesTamnab-1.1sted 7. Elm. Bo wkV. Metal w 4M=ft* g Ettt44leatar 8. Elec.; Egtip.vW Cnafatnp ft*-Pcol1Qhtp. ' b Main in Cadtit 9. Heats Depaturow tAppoval 10. Pkanb.: Ci Ted4ib x Sup* Test 11. Light Nche Date Card B-1 Dib Card 5-1 . Date Catd B-1 Dab Card B-1 4. Water location Neaded (SketN 5 EfectrW,, Lccs /MpCarweb 8 Gas; LocsdonTbd*y ap; / /'LR / /NaL or/ /LW APG 7. Wee Clearance d Disconnect a. Utility Cleamme Date Card B-1 Dais Card B-1 Date Card B-1 Dab Card B-1 Date MOBILE HOME INSTALLATION Plans) OK swept #'a 1. Zminp Rsq*wnw ts- Setbacks Easemmts 2. FooftK Sb Spae>rg-ilarr4pe Lne 3. Gas; MH 4. Electricity. MH 5. Drain; MH Test•F&5+1m Corrector 6. Water MH Test•Regt IoWcmector 7. Water and Sewer Comected•CA to GmdeHD Approval 8. Gas and Ekcki* Tagged 9. Me Dowm-1p"istaheon Cert 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: Lkw" Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS )ate DECKS, COVERS, CARPORTS, GWAARAG&ES (Plans) OK sexept /'s 1. Ior*V Repukernmis.SetbadwEaserrmm, 2. Footirps; SalsSdwoepibapacinp.Con>eon ft 3. Oecks; Girders andlar Joistrr•Deekk>Qgntdr gtai 4Uh 4. Wood Awn.; Pov"eamsRfhs -Comvckn Sht,g.-Rtg.-Bradnq S. Alum. Awn.; Cdwm 6. Carports; Wrxiows-Doors 7. Electric 8. Fang.: SilsAnchorsS1uds4tftrs-1usses 9. Siding; Nadine• krAwSw=o-Mesh t0. Root Shthg-Roofing 11. ExL: Swps•Doorslandngs 12. Braced WaD Parcels Dais Card B-1 Dais Card B-1 Dais Card B-1 Dab Card B -i Date POOLS (Plans) OK except /'s 1. Sd6adts-Easemmts 2. Sols; CorrtpacdonStructrae Stably 3. Pod Str uctrae; Sbel4o necdon►Thidtness Dead Men4kft 4. Elec.; Reneptacbs and U**.g. MftnosGR 5. Be= Pod Lig &a 15 Vdt3GR . L Eba: Endoases; Conduit EntlesTamnab-1.1sted 7. Elm. Bo wkV. Metal w 4M=ft* g Ettt44leatar 8. Elec.; Egtip.vW Cnafatnp ft*-Pcol1Qhtp. ' b Main in Cadtit 9. Heats Depaturow tAppoval 10. Pkanb.: Ci Ted4ib x Sup* Test 11. Light Nche Date Card B-1 Dib Card 5-1 . Date Catd B-1 Dab Card B-1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Mair) Street • Chico, CA • (530) 891-2751 7 County Center Drive -e Oroville, CA • (530) 538-7541 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date �a Inspect REV 10/92 ,ck _ .,. ,rte ->r=.9 . �• '�y;1 .:�` ��`.- _ ,.ti`�;_.r,�,..�. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 s , ^ CORRECTION NOTICE C'7- t1jI y S OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the, above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,. please contact this office immediately. Date Inspector &/ // REV 10/92 owner: ✓ Z�i�/l%� fJas Permit E N E R G Y CERTIF ICAT ION LOCATION A. P. No. DESCRIPTION OF INSULATION ROOF material Brand Nerve Thickness(inchea)_ Thermal Realstance (R Value) EXTERIOR WALL Material Fiberglass baLLs Brand Name Owens-Corning Thickness (incites) _ Thennal ReslsLanCe(R Value) CEILING Batt or Blanket Type_ Thickness( hiclies) Brand Name - ameThickness(htches) Thermal Resfat:ance(R Value) Loode Fill Type Elhf-r.ylass Brand Han'e----twens-Luinjriy Minimum Tit icknes5(Incites) Number of Bage Wt, per bag 35 _Lb. Area covered(ft. ) Thermal Itesistance(R Value) 4-39 FLOOR D ELEVATE �S Brand Name 4/4460O,CJ! Material /7� Thickness(inches) 6 Z Thermal Reaistance(R Value) de -17 F 1.008 , S 1.AB Material Brand Name Thickness (incites) Thennal Reaistance(R Value) Width(iliches) FOUWATION WALL Material Brand Name Tttickness(incltee) Thermal Resistance(R Value) I hereby certify that Lite above insula tion was installed in lite above building in conformance with Lite State of California Energy Requlremettl'e. Loerke InsulaLlon CO. 1199150 FIRM NAME/OWNER STATE CONrRACTORtS LICENSE NO. SIGNATURE OF INS'rA1.lA7'ION AP!'I.ICA'I'OR _-- - DATE I hereby certify Lite above insulation and all regtil.red items as shown on the Building Department approved plans and attacitinents have been installed as - required by Lite State of California Energy Requirements. All equipment. devices and materials a're of Lite qunlll:y prescribed or are / specifically approved by,the State of California. FIRM NAME/OWNER (Please print) 4 *.46 RAI.r,01�rrRACTOW/(Xii9---R ?o3te - STATE CONPRACTOR tS LICENSE NO. - S' Z - ©e> DATE THIS CERTIFICATE tius'r BE ON FIl.E WITH THE DUIL11INC UEPARTMEff PRIOR TO FINAL. INSPECTION APPROVAL. Atli) A COPY SUA1.1. BE POSTED WITHIN THE 11111.1.1)ING January 1984 I N ... Tt >* 391 AP%=Vff%7 Certificate of Conformance Certificate 054058 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products— Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by 4L I � Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma. WA 98411-0700 Telephone: (253) 565-6600 - Fax Number: (253) 565-7265 ' - ••� -�- APAwNA/& A A�rry M LQ a Certificate of Conformance ' 1 . Certificate 0 54059 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products— Structural Glued Laminated 'ember NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA.EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of.the manufacturing process and evaluation'of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 6_�IXr,� It,- � I%�_ X/v.. t© 3 z, • 1A�� ��.•�o W 0 0, •,,� ••L ,�� pRP 0 RAl —AltoCPO `''SEAL '" ' by z = 0 Thomas G. Williamson Executive Vice President SHIN ENGINEERED WOOD SYSTEMS is a related corporation of APA —THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 96411-0700 Telephone: (253) 565-6600 • Fax Number. (253) 565-7265 }.ENGINEEREDWOOD:SYSTEMS Certificate of Conformance Certificate 054052 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing —Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. r W 0 GD�P RASer� CP �� 000 go oCM SEAL. =3m ye r by - e/L Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 191h Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 r ENGINEEREMWOOD; SYSTEMS Certificate of Conformance Certificate 054052 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products – Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP Computer Program For Determining Design Stresses AITC 117-93 – Manufacturing – Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. A/ C/5%/J tqeVlvi �w o 00 •,, s�fV iso SEAL 00 10. JO,, pe1oNra 9 O`eee CM y by — /� ,7J A&-`. Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 C Telephone (530) 538-7541 PERMIT NO. (Rev. -12/96) APPLICATION AND PERMIT �U ASSESSOR PARCEL NUMBERTlql�_Wp 065-050-046 BUILDING PERMIT OWNERJOSEPHLAD LINDA SO. FT. OCC. BUILDING VALUATION 3199 R 172 746.00 OWNER'S ►�alujiGr5Bj "CT, CHICO 95928 1 lrL U1l 725 U 13.050.00 COptfRplGLpRv$��q{.7B,r V TELEPHONE 256 COV 3,328.00 235 U 8,024.00 CONTRACCTOORWS MAILING ADDRESS 239 SUN 18 606.00 OO"sT%M�TDZ!OMMUNITY BANK HIDE MLTG 1' ST AVE, CHICO 95928 L Fireplace A 1,500.00 1$214.254.00 Total Valuation ARCHITECT OR ENGINEER rTTY ENGINEERING _ TOM LOTT LICENSE NO.NEVADA 24867 Filing F@@ $ 20.00 Permit Fee $ 1,042.0( ARCH lu DR�ySS�, B, NEVADA CITY CA 95959 Plan Checking Fee 677.30 $ 551..50 BUILDINS(�a A, WsLAKEFRONT DR, MAGALIA 95954 j,�UU Energy Plan Checking Fee $ 23.0 $ 2.313.80 PERMIT FEE S LOT NO - MEI SUBDIVISION PARCEL MAP 112-93/94 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 141 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 oo -15 Mobile Home I S I G I W I 120.00 4 PERMIT FEE S17P no ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Llc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO f000A 46.00 NEW CONST. DWELLING ffUP. SO OR ADDNS. ( & ACC. BLDSF7,153 95 CONST MULTI.OUTLEr @7,50 N POWER APPARATUS 8 BINDLE OUTLET CTR. EX. OCCU OUTLET OR FDITURES BA0 @ 1.00 0 Ex. Occu . oFuTiEDrs Aa D.1Ew 1 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 219.95 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) It I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' I compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with comply with those provisions. ' X Date S ture of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 5'0" deep and dem lition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 2 1 15 30.00 Cooling 25 50.00 Hood 6.50 6.50 Ventilation 5 4.5C 22.50 PERMIT FEI= $ 129.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CO2,886.75 TOTAL FEE $ :HA:79IMP FLOOD COP I PARCEL I PD I Ho I ISSUE This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indic b e f ,which fees have been paid. A r� B Date y ERMIT EXPIRES ON r` I Date Receipt No. 6-6_ZZ4�'� WHITE-D.D.S.-B.D. CANARY-ASSESPR PINK-INSPECTO GOLD ROD PPLICANT (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 D /PTV. APPLICATION AND PERMIT �_ y��� ASSESSOCME�.�lUM8�1 046 ZONIN S— WP BUILDING PERMIT OWNER JOSEPH L AND LINDA S BOISSE T90 5 SO. FT. OCC. BUILDING VALUATION 3199 R 172 746.00 . OWNERS1hJLIt tbS CT, CHICO 95928 725 U 13 050.00 CONTRACTOR'g NAMTE�T j• U1T•Vi1V\1�Yt TEIEPNONE 256 COV 3,328.00 �T T+� 'P 235 -N 8,024.00 CONTRACTOR'S MAILING,ADDRESS CONSTRUCTION COi NITY BANK 239 SUN 18 606.00 ce A 1,500.00 LENDER'S MAI NG ADDRESSFlrepf 2041 FOREST E, CHICO 95928 Total aluation $ 0 ARCHITECT OR ENGINEER NEVADA CITY ENG EERING—TOM LOTT UCE7 NO. 2 8 7 FI lin gee $ 2 0.6 o Permit/Fee 104x%, ® 4 ? 1690 ARCHITECT OR ENGINEERS HARING ADDRESS 505 COYOTE ST, STE , NEVADA CITY CA 95959 . Plan 6hecking Fee &7f2_:30$5_rj/,50y4756.9O BUILDING ADDRESS 6800 LAKEFRONT DR, MA LIA 95954 finer y Plan Checking Fee $ 23.00 s PERMIT FEE $ -- LCT NO. O O SUBDIVNAMISIONS SUBDIVISIO PARCEL M 1 � PLUMBING PERMIT Fling Fee 20.00 USE OFSTRUCTUR SF IRX Duplex ❑ Mobilehome ❑ Other SPECIFY ach Trap 4 7.00 9e,00 Solaheat um water heater 23.00 r r W er Oiping 15.00 15.00 ach as water heater or vent 15.00 00 TYPE OF WORK New COX Addition ❑ Remodel ❑ Utilities ❑ Installa ❑ Oth Describe Work: 4 BEDROOM Gas iping system 1 - 5 outlets 15.00 Bu' ing sewer 15.00 15-00 bile Home I S G W @20.00 PERMIT FEE S178-00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S EC RATION I hereby affirm under penalty of perjury that I am lic sed rider provisio of Chagg er 9 (commencing with Section 7000) of Division 3 of the usi eS5 and Prof ssions Cdd and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the ontractors 'cense Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole comp nsation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed c ntr ors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: �❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo hwith comply with those provisions. • XDate 1 ' 1 Signature of Applicant -`� Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations, v r 50" deep and demolition or constru tion of structures over 3 storie in height. & Main .Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a ACC. BLOS 3.5$s: CONST. MULTI.OtlTLET @7,50 PowER APPARATUS a sINGLE ovn� cIR 20 @ 1'50 Ex. Occup. OUTLET OR FDRURES SAL @ .50 Occup. ouT�is Rn.OEA 5.00 /Te orar Service 23.00 Mobil Home Facilities 20.00 Misc. W 'n 23.00 PERMIT FEE $ MECHA AL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 6 50 Ventilation ' PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee c co TWE TOTAL FEE $ HAZ. D. FE P FLOO CDF C PD i HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D e 12,2 PERMIT EXPIRES ON 2 2 00 t Dete Rec Ipt o. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROM -APPLICANT 14 I x 2- F'`s • . _ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION/ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75,41 �7Y� PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 5j_ ASSESSOR PARCEL NUMBER# p ` S — of D `-' O 4(p'Ai �s to P BUILDING PERMIT or. -r7 az �_ L. L� vJat. S, -96Ls&e � (3"! ° 5P & SO. FT. OCC. BUILDING VALUATION Ow WLLI =Rasa 'S Z CONTRACTOR'S NAME : / `� 1 �' ` ` V N N rJ TII9NONE ✓ �` 135--� •.*'' .F -80 /ts �' O Z �d 92 6 0 L CONTRACTOR'S WAILING ADDRESS _ IENDER iucct� L �vL (L- 162 1 f &6 n .6 uaNDoER'S Wu s �.Li l SA- Avv_ CILLco Cpl , I ZZ Fire lace Total Valuation $ Flin Fee O 0 `"�A ' / $ 20.00 ARCHrIECT OR ENCHNEM. LICENSE NO. / N �D L(i ARCHRECT OR 090WEERT MAIUNG ADOREse 4 V euoOREss �� Permit Fee $1141,50 Plan Checkin Fee Energy Plan Checking Fee $ % - io $©® ZSw IY1�L a(.zt� CI` - l PERMIT FEE i wTNo. s ions �� ��l �lv PARCEL YMg3gy PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other sPW'ry Each Tr 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 / _ TYPE OF WORK ,NiW Additlon ❑ Remodel ❑ Utilities ❑ inst ktion ❑ Other i] Describe Work:546 Gas tin 1 - 5 outlets 15.00 Building sewer 15.00 / Mobile Home I S I G VV,r (1020.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service oa o0R LESS 23.00 j LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,NpµR�Ap• and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the folk)wing declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuationEnergy of one hundred dollars ($100) or less.) I certify that in the performance ofrthe work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f th comply with those provisions. X Date ]' �� 4-7 f Sig at a pplicant - Owner ❑Contractor ❑Agent An permit is required for excavations ov r 0• deep and demos n or construction of structures over 3 stories in height C I / ,�1�/. Service 48.00 TaJ�10 NEW CONS aEL OCCUR CU OR ADONS T s AeDO. BLD "s"s P' MULTwU 07,50 Power APP/1MTUa a aNOLE olmtT as Ex. Occup. ounETORFwrmEs X0'50 Ex. Occup. APP'Im p EA 5.00 Temporary Service 23.00-- Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 2 ff5 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50, Ventilation Iq PERMIT FEIE t Mobile Home Installation Fee $ Inspection Fee $ V '47TOTAL Ffiff $ 2. V, j o FEES P _PD This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date To ReceiptNo.'_ 7 % 62 WHITE-D.D.S.-B.D. CANARY -ASSESSOR /PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 3n4— LAA &2i s 5 P, ASSESSOR PARCEL NUMBER: CS — ` 0 Vic Proposed Building Use: N .,.g 16p- Building Inspector: C,- Date: :7 5 C At time of permit application, I was ad ' ed the following data must be submitted prior to permit Fi6cessind and/or issuance: Date Received By 111. All items have been submitted .------------------------------------------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. E13. Complete plans, 3/4 sets, signed by the pr retr ✓ f�s--------------------------------------------------- EVVI,ngineered-plans, 3/4 sets, with wet signs a on plans. All engineering must be shown on plans. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. 07. Statement of ❑ 8. M=nac ous aterial Form. ---- ❑ 9. ed Home data and i A10. Fees f $ j%)�2 1SA 1. Imp ees as shown on the California Department or Flood elevation certificate. --- and A/C Buildings. instructions including Tie Down Specifications. schedule. ----------------------------------------------------------------- n approval/fees. ,Q� ----------------------- (( s14. Sanitation and plot plan approval Gwf r� Health Department. ------------------------------------------- ''❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business 1'ce a approval from the City of Biggs. ---------------------------------------------- ❑ 1 . Planning agprolialfor A� et (B) Parking: -------------------------- Contact Land -Development about Improvements, ❑ Drainage, Legal ParcelTp- ----------- ❑ T9 `En oachment Permit for drivewa construction a roval rior to occu anc Y ( PP P P Y) ----------- ----- ❑20. Pre -inspection for required Request to Buildi--r on--- - (Dt) ❑21. Contractor's license information. (Number, Name Style, Classification). -------------- - ❑22. Workers' Compensation carrier and policy number. ------------------------------- ----------- ---1 -------- U ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------- ---- ---- �2 4. Letter of signature authorization.------------------------------------------------------ - ------------- ---- # I . 5. Recorded copy of Agricultural Acknowledgment Statement. --U --------------------- --- ----- ❑ 26. Letter of intent on building use. ------------------------------------------ ----- --- --- ------ 0 27. Manufactured Home utility clearance. ------------------------------------- - -- --- - ------- ❑28. Existing violations and/or expired permits. --------------------- --------- - - ------------ 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ -- E130. other: ii e" �cli' "�%--- l[� _---- A When you issue the permit,rocessss as follows 11' Mail to owner, ❑ to con actor. d " Telephone - I and hold for pickup at; ❑ Deliver with inspector. l&1H2VRbE'V1 cWurte$/ip�/�D TApplicant:` ,��/���, Date:Ca th epartment, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: _/ 0 / ❑ Plan Check List 2. Additional items — Contractor, design`'' was advised of the aboQ required data by. one, ❑ mail, ❑ tifliding Division counter, by Date — ' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Division counter, by Date: — '�� Plans reviewed by: Date: Plans approved by: /4' Date: -01— d 7 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Dep rt ent of Development Services, Building Division. �, �t l COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PEIt14IITAPPLICATIONDATA ,SHEET OWNER: S Of tiS-- ASSESSOR PARCEL NUMBER: D ✓ Proposed Building Use: � Building Inspector: Date: 2n7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ❑items have been submitted. plans, 3/4 sets, signed by the preparer of plans. lot . 03. omplete plans, 3/4 sets, signed by the preparer of plans. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ Ungineered truss details and layout in duplicate (required prior to plan review) No faxes! Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 118. Hazardous Material Form. 9. anufactured Home data and installation instructions including Tie Down Specifications. ees of $o?, 1. pact fees as shown.on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. 1113. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. 027. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, processas follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone 5f::� ��` �`f and hold for pickup at 6('O office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant 1 TO'- FROM: 0:FROM: SUBJECT: 4.rV Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attached eA Floor Plan Attached�• Sent to B.D. Owner'Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well _,V Clearance for 3 dwelling. Other Hold final for: Final clearance O.K. for: NOTE: �� / RCos Environmental Health Specialist 8/96 i �� Date �5+� �' �.N` :mak•--•.--^-r' r'+r Mt �+`H..�� i�:� •rn ��ti-."„-e„��'�.%�i,,.,.�v �v....1�^...',--s-�.tti: ��,a„,,Ai,{w- . COQ TY Qf BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �{ ``77�� PERMIT APPLICA DATA SHEET f OWNER: CSOI ASSESSOR PARCEL ..��NUMBER: � � � ®�� O ' 6 Proposed Building Use: Building Inspector: l/,1c5,, Date: 1:f 07y rf - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By -------------------------------------------------------------------- ❑ It A.U�items have been submitted.----------------- - lot plans, 3/4 sets, signed by the preparer of plans. ------------------------ =' -------=---------------------- r ❑ plete plans, 3/4 sets, signed by the preparer of plans.-----------------------------� -------------------- E eered plans, 3/4 sets, with wet signature on plans. All engrneermg must be shown on plans. -------- ❑ gineered truss details and layout in duplicate (required prior to plan review) No f es! ------------------ Energy Design Compliance and supporting documentation. ------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------�:;---- 5,-------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------ t�-----------! ------------------------- 9. anufactured Home data and installation instru�ctio�ns' inclpud�ing Ti'e Down Specifications.-----------------= Fees of $ _ • ,-------'=�=''�`-�j�¢-------�------------%� ------ Impact----------------- ❑ 12. California Department of Forestry plan approvaUfees. --- ---------------------------------------------------- ❑ 13. Flood elevation certificate. -----------------------`-----------=---------------/---------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. --------------------------------------- --- ❑ 15. City of Chico plumbing permit..7 ------------------- ---------------------------------------------------------- ❑ 16. Plot .plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: ` (B) Parking-' -------------------------- ❑ 18. Contact Land Development about El lmprovements, El Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachmeiri \Permit for driveway(construction approval prior to occupancy). ---------------------------- 020. Pre-inspecti for `�'�: i required Request to Building Inspector on 021. Contractor's license information. (Numbef Name Style, Classification) -------------------------------------- ❑22. Workers' e Com nation carrier`and policy number. --------------= --------- --------------------------------- P 023.Owner-Builderlerification (Given to owner ❑, Mailed to owner ❑).-------------------------------------- " r , ❑24. Letter of signature authorization ..--------------------=----------- ------------------------------------------------ ❑ 25. Recordedcopy of Agricultural Acknowledgment Statement. -------------------------------------------------- %�,, c• El 26. Letter of intent on building use.---------------------------------------------------------- -+---------------------- 027. Manufactured Home utility clearance. -------------------------------------- ------------------------------ 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ --------------- ❑30. Other: -____-- When you issue a ermit, process follows ❑ Mail to owner, []Mail to contractor., •0' ❑Telephone � / and hold for pickup at 6 rte, office. ❑ Deliyer with inspector. (Date), Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List — Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, q mail, ❑ Building Division counter, by Date: , Contractor, designer, owner, was advised of the above required data by ❑ phone, q.mail, ❑ Building Division counter, by Date:' Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ❑ Building Di ision counter, by Date- - 2L Plans reviewed by: Date: Plans approved by:: Date:v( Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by:. " Date: 4. -:- Yellow . -Yellow Copy - Department of Development Services, Building Division.. fi�;nrr....�..�.�.�..,,�:rpt..��.b•�(r;�•.rs•K..�......a^+^�'�-•+S4:,P•�`4sLn4CjrcMar".S�Mr"M:l;(�r;.�("'.�l�:r�""'+"'y,m- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �JS<:. 7 C' LING►/} S, �UISSe- A.P. # 412J PROPOSED BUILDING USE DATE Z► / `% REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................. $ -- Additional Fees Due ........... $ - Additional Fees Due ........... • $ . -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES P OS p (paid at District Office) Vlt, 6C A, /141'C-&( 3. SHERIFF FEES (paid at Building Division) o*o 0 L OjP­'.' Residential ........ I x $360.00= $ 36 C9&0 5 3 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 2 "Ma $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA'87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to,be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPICANT DATE Original -Owner Copy -Building Div. (Rev. 12/96) 0 APN: 065-002-046-- Plancheck Comments Boisse Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. O.K. 2. O.K. 3. O.K. 0 ieptember 2, 1999 7:54 AM From:, Thom 06'iCohsiruction Fa. -j( Number: 530-872-5260 Sep 01 99 04:07p Linda and Joe Boisse 530-343-9874 Sep -01-99 03:05A APN: 865-002-046-- Plaucheck C'ornments Boisse Residence The above referenced building plans were reviewed by this offtcc. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re;submsttal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information andlor make revisions on plans, specifications and calculutions as follows: Page 2 of 2 p.2 P.O1 1. Calculations fnr wa11 line 5 at second flnnr shows a 7'•0" wall. Hold-downs are spaced on /` plans at 1 1'-0" this would land the hold-down over a header. 'Please clarify. REV. S 4T . A — � 2. Provide connection detail or note on plan for the splicing of 6x12 beam at porch. 5EE EXIT. N OTE tzev, N BTC oil s ++ r. A-% 9- 1. Provide header and straps over A. Bathroom for, gravity and continuous lateral force collector at wall line B. first floor. G ` lz�q) h-u� RECEIVED SEP 0 7 ;4 BUTTE COUNTY BUILDING DIVISIoNi r NORTHSTAR ENGINEERING 20 Declaration Drive Chico,- CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT [2= ES G JOB NO. 6r,,70 LOCATION 00 I�AV-E�FF-Dt1T VQ. ,f-11A&,41,!ADATE 8 R V, cl13I CODES: Uniform Building Code, 1997 Edition I AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm =--1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi.@ 28 days. Steel Reinforcing: A-615 Grade 40 for #4 and smaller �pFESS/ N M. R/�F,y A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe:. ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B U 90 :. Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks:' D.F. #2 vdivil, ��Q' Beams & Stringers, Posts & Timbers: D.F. 'T OFCA I.�F�Q� Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination .LOADS: Roof Live Load: �� psf Floor Live Load psf Seismic Zone �j Wind Speed:-. mph Exposure: g Method 2 used unless otherwise noted. Allowable Soil Bearing �Cj �� psf ARE SPECIAL INSPECTIONS REQUIRED ? N 0 GENERAL: Any structural or non-structural items that are not specifically addressed. in the following calculations and or details :.are 'designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil !conditions at the project site to determine the expansion index or bearing capacity is by others. Page.1 of �- ti RECEIVE® SEP 0 7 19r.3 BUTTE COUNTY BUILDING DIVISION BY: JMR NORTHSTAR ENGINEERING 7/27/99 20 DECLARATION DRIVE JOB NO: 6a 7o CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES :3.0 .PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 PSF R-381NSULATION 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS . 1.3 PSF DEAD LOAD 15.0 PSF LIVE LOAD SN 0� J 26200 I 55.0 PSF TOTAL LOAD 70.0* PSF LATERAL LOADS: SEISMIC'. 2.5 *.36 * W =.164W FOR LIGHT FRAMED 5.5 SHEARWALLS WHERE R = 5.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca ­ .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW = .246W (PER UBC EQ. 30-1) NET,SEISMIC FORCE _ .246W / 1.4 = .176W WIND: EXPOSURE - B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 0.62 Cq*qs*Ce = 0.01.17 KSF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the. design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, -foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4: Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions i must be brought to the attention of -the engineer. 5. These;calculations assume stable, undisturbed soils, :and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). RECEIVE® SEP 0 BUTTE C UTTEC.- i� fes;__ U J l 1 A F¢ Fj Ir %,. j •`�� F 5 '�:� r i p I _ -r l (; Ft 5131"1 12- �� i Ki] RECEIVE',, SEP 0711 a BUTTE COUNTY BUILDING DIVISK:AM, BY: _j DATE: 19.9 JOB NO: 6p70 4 - PAGE 4 OF L�- IVorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 RECEIVE® SEP 0 7 1999 BUTTE COUNTY BUILDING DIVISio,t NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT JOB NO. �O%U LOCATION CD CSO L A F �oN T 17 Q . , CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC,. Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi,. Mortar: f'c ='1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Q�pFESS/OZ Steel Reinforcing: A-615 Grade 40 for #4 and smaller M. R��y `F2 A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 CO G ?, S el Pipe: ASTM A53 Grade B CM 3 eel Tubing: ASTM A500 Grade A or B achine Bolts, Anchor Bolts: ASTM A307 Grade A ood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 CIVIL Beams & Stringers, Posts & Timbers: D. F'. #1 E OF CA1.\E� Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: RoofLive Load: psf Floor Live Load: psf Seismic Zone 3 ' Wind Speed: mph Exposure: g Method 2 used unless otherwise noted. Allowable Soil Bearing �Cj �� psf ARE SPECIAL INSPECTIONS REQUIRED ? GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of North'Star Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of �-� ;b L� BY: JMR NORTHSTAR ENGINEERING 7/27/99 20 DECLARATION DRIVE JOB NO: CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE, BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWD. 1.5 PSF FRAMING 3.5 PSF R-38 INSULATION 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 15.0 PSF LIVE LOAD SQ D 55.0 PSF TOTAL LOAD 70.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W =.I 64W FOR LIGHT FRAMED 5.5 SHEARWALLS WHERE R = 5.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW = .246W (PER UBC EQ. 30-1) NET SEISMIC FORCE =.246W / 1.4 =.176W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: ' 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. 'Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim.design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: J r NwthStar DATE: % q c� ..• - 20 DECLARATION DRIVE I I I CHICO, CALIFORNIA 95973 JOB NO: 64,70 4- ENGINEERING 530-893-1600 PAGE / OF Civil Engineers* Planners *Surveyors FAX 530-893-2113 : _.. - - - - Sri `^ MM T.: i I EL1 � i F I -I I FI I Fri?- ; FtS �3r-I 12 �6 BY: JMR NORTHSTAR ENGINEERING 7/27/99 20 DECLARATION DRIVE JOB NO: 4706 CHICO, CA 95973 PG. 4- OF (530) 893-1600 r DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER 1997 UBC. MEMBER PROPERTIES: SPAN = 14.5 FT TRIG. WIDTH = 1.33 FT LOAD = 70 PSF Fv = 95 PSI Fb = 825 PSI E = 1.6 x 10E6 NOMINAL DEPTH = 12 IN Cf = 1 Cr = 1.15 F'b = 949 PSI ACTUAL DEPTH = 11.25 IN AREA = 16.9 -1N2 REQUIRED AREA = S = 31.6 IN3 REQUIRED S = I = 178 IN4 REQUIRED I = USE 2 X 12 D.F..# 2 @ 16 INCHES O.C. 10.7 IN2 OKAY 30.9 IN3 OKAY 79.8 IN4 OKAY BY: JMR NORYHSTAR ENGINEERING 7/27/99 20 DECLARATION DRIVE JOB NO: 4706 CHICON CA 95973 PG. OF (530) 893.1600 DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER 1997 UBC. MEMBER PROPERTIES: SPAN = 11.5 FT TRIB. WIDTH = 2 FT LOAD = 70 PSF Fv = 95 PSI Fb = 825 PSI E = 1.6 x 10E6 NOMINAL DEPTH = 12 IN Cf = 1 Cr = 1.15 F'b = 949 PSI ACTUAL DEPTH = 11.25 IN AREA = 16.9 - IN2 REQUIRED AREA = 12.7 IN2 OKAY S = 31.6 IN3 REQUIRED . S = 29.3 IN3 OKAY I = 178 IN4 REQUIRED 1 = 59.9 IN4 OKAY USE 2 X 12 D.F. #2 @ 24 INCHES O.C. NorthStar Engineering 20 Declaration Drive Chico, California 95973 530493-1600 Fax: 530-893-2113 Rev: 510001 1 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 11:06AM, 27 JUL 99 Description Beam 1 - General Information Max Stress Ratio : 0.757 : 1 Section Name 5.125x12.0 Center Span 16.00 ft .....Lu 16.00 ft Beam Width 5.125 in Left Cantilever ft .:...Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 -0.638 in Deflection Fb Base Allow 2,400.0 psi Bm Wt. Added to Loads Fv Allow 165.0 psi Load Dur. Factor 1.000 0.0 0.0 Beam End Fixity Pin -Pin Fc Allow 560.0 psi Right Cantilever... E 1,800.0 ksi Wood Density 34.000 pcf Uniform Loads 0.000 in 0.000 in Uniform Loads Over Full Span Center DL 120.00 #/ft LL 440.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 16.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Maximum Shear * 1.5 Allowable Shear: @ Left Camber: Max. M allow 24.27 Reactions... fb 1,793.63 psi fv 98.65 psi Left DL 1.08 k Fb 2,368.05 psi Fv 165.00 psi Right DL 1.08 k @ Right @ Left @ Center @ Right Max Max Beam Design OK 6.1 k 10.1 k 4.60 k 4.60 k 0.000 in 0.224 in 0.000 in 4.60 k 4.60 k Deflections Max Stress Ratio : 0.757 : 1 Maximum Moment 18.4 k -ft Allowable 24.3 k -ft Center Span... Max. Positive Moment 18.38 k -ft at 8.000 ft Total Load Max. Negative Moment 0.00 k -ft at 0..000 ft Dead Load Max @ Left Support 0.00k -ft Deflection Max @ Right Support 0.00k -ft Maximum Shear * 1.5 Allowable Shear: @ Left Camber: Max. M allow 24.27 Reactions... fb 1,793.63 psi fv 98.65 psi Left DL 1.08 k Fb 2,368.05 psi Fv 165.00 psi Right DL 1.08 k @ Right @ Left @ Center @ Right Max Max Beam Design OK 6.1 k 10.1 k 4.60 k 4.60 k 0.000 in 0.224 in 0.000 in 4.60 k 4.60 k Deflections Center Span... Dead Load . Total Load Left Cantilever... Dead Load Total Load Deflection -0.149 in -0.638 in Deflection 0.000 in 0.000 in ...Location . 8.000 ft 8.000 ft ...Length/Defl 0.0 0.0 ..Length/Defl 1,285.8 301.07 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 Fax: 530-893-2113 Rev. 51MOI Description Beam 1 Title Dsgnr: Description Scope: General Timber Beam Stress Calcs Bending Analysis Ck 22.210 Rb 9.410 Sxx 123.000 in3 Area 61.500 in2 Cv 1000 Job # Date: 11:08AM,27 JUL 99 Max Moment Sxx Req'd Allowable fb @ Center 18.38 k -ft 93.16 in3 2,368.05 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.07 k 6.07 k Area Required 36.769 in2 36.769 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 4.60 k Bearing Length Req'd 1.601 in Max. Right Reaction 4.60 k Bearing Length Req'd 1.601 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 4.60 k 0.0000 in @ Right Cant. Location = ; 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering Title: Job# 20 Declaration Drive Dsgnr: Date: 11:16AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 8 scope Fax: 530-893-2113 RZ 5,-, General Timber Beam Description Beam 2 General Information @ Left Section Name 5.125x13.5 Center Span 15.00 ft .....Lu 15.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 -0.474 in Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi ...Length/Deft E 1,800.0 ksi Wood Density 34.000 pcf Uniform Loads Uniform Loads Over Full Span 0.000 in 0.000 in Center DL 165.00 #/ft LL 605.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 15.0DR, Beam Width = 5.125in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio . 0.721 : 1 Maximum Moment 22.1 k -ft Maximum Shear* 1.5 Allowable 30.7 k -ft Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb - 1,704.79 psi Fb 2,364.51 psi 22.12 k -ft at 7.500 ft 0.00 k -ft at 15.000 ft 0.00k -ft 0.00k -ft 30.67 Reactions... fv 109.45 psi Left DL Fv 165.00 psi Right DL Shear: @ Left @ Right Camber: @ Left Center Span... @ Center Total Load @ Right 1.36 k Max 1.36 k Max Beam Design OK 7.6 k 11.4 k 5.90 k 5.90 k 0.000 in 0.164 in 0.000 in 5.90 k 5.90 k Deflections Center Span... Dead Load Total Load LeftCantilever... Dead Load Total Load Deflection -0.109 in -0.474 in Deflection 0.000 in 0.000 in ...Location 7.500 ft 7.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,648.3 380.11 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 NorthStar Engineering Title 20 Declaration Drive Dsgnr: Chico, California 95973 Description 530-893-1600 scope Fax: 530-893-2113 Rev. 51OW1 General Timber Beam Description Beam 2 Stress Calcs Bending Analysis Ck 22.210 Rb 9.815 Sxx 155.672 in3 Area 69.188 in2 Cv 1000 Job # Date: 11:16AM, 27 JUL 99 Max Moment Sxx Req'd Allowable fb @ Center 22.12 k -ft 112.24 in3 2,364.51 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design: Shear 7.57 k : 7.57 k Area Required 45.893 in2 45.893 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 5.90 k Bearing Length Req'd 2.055 in Max. Right Reaction 5.90 k Bearing Length Req'd 2.055 in Query Values M, V, 81 D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 5.90 k 0.0000 in @ Right Cant. Location = :, 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k, 0.0000 in 1 NorthStar Engineering Title: Job# 20 Declaration Drive Dsgnr: Date: 11:19AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 scope Fax: 530-893-2113 pol 10 ".51=1 General Timber Beam Description Beam 3 General Information 0.966 : 1 Maximum Moment Section Name 5.125x15.0 Center Span 11.00 ft .....Lu 11.00 ft Beam Width 5.125 in Left Cantilever ft .. ..Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 -0.162 in Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi ...Length/Deft E 1,800.0 ksi Wood Density: 34.000 pcf Uniform Loads Uniform Loads Over Full Span 0.000 in 0.000 in Center DL 30.00 #/ft LL 110.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 2,300.0 lbs lbs lbs Live Load 8,000.0 lbs lbs lbs ...distance 3.000ft 0.000 ft 0.000ft Span= 11.00ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.966 : 1 Maximum Moment 24.3 k -ft Allowable 37.9 k -ft Max. Positive Moment 24.31 k -ft at 2.992 ft Max. Negative Moment 0.00 k -ft at 11.000 ft Max @ Left Support 0.00k -ft Max @ Right Support 0.00k -ft lbs lbs lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft Beam Design OK Maximum Shear * 1.5 Allowable Shear: @ Left Camber: Max. M allow 31.94 Reactions... ' fb 1,517.73 psi fv 159.33 psi Left DL 1.94 k Fb 2,369.20 psi Fv 165.00 psi Right DL 0.89 k . @ Right @ Left @ Center @ Right Max Max 12.2 k 12.7 k 8.36 k 3.68 k 0.000 in 0.057 in 0.000 in 8.36 k 3.68 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.038 in -0.162 in Deflection 0.000 in 0.000 in ...Location 4.972 ft 4.972 ft ...Length/Deft 0.0 0.0 ...Length/Deft 3,491.8 814.45 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Dell 0.0 0.0 NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 Fax: 530-893-2113 P Rev. 51001 Description Beam 3 Title: Dsgnr: Description Scope : General Timber Beam Stress Calcs Bending Analysis Ck 22.210 Rb 9.269 Sxx 192.188 in3 Area 76.875 in2 Cv 1000 Job # Date: 11:19AM, 27 JUL 99 Max Moment Sxx Req'd Allowable fb @ Center 24.31 k -ft 123.12 in3 2,369.20 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 12.25 k 5.23 k Area Required 74.235 in2 31.673 in2 Fv: Allowable 165.00 psi 165.00 psi. Bearing @ Supports Max. Left Reaction 8.36 k Bearing Length Req'd 2.913 in Max. Right Reaction 3.68 k Bearing Length Req'd 1.282 in QueryValues M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 8.36 k 0.0000 in @ Right Cant. Location = .. 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering 20. Declaration Drive Chico, California 95973 530-893-1600 Fax: 530-893-2113 Rev. 510001 Description Beam 4 Title : Dsgnr: Description Scope . 12 General Timber Beam Job # Date: 11:35AM, 27 JUL 99 General Information 0.844 : 1 Maximum Moment 74.4 k -ft Section Name 6.75x21.0 Center Span 24.00 ft .....Lu 24.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 21.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 ...Location 12.000 ft 12.000 ft Fb Base Allow 2,400.0 psi 0.0 Bm Wt. Added to Loads Fv Allow 165.0 psi Right Cantilever... Load Dur. Factor 1.000 Fc Allow 560.0 psiE Beam End Fixity Pin -Pin Deflection 1,800.0 ksi 0.000 in Wood Density 34.000 pcf ... Length/Defl Uniform Loads 0.0 Uniform Loads Over Full Span Center DL 214.00 #/ft LL 786.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL • #/ft SummaryBeam Design OK Span= 24.00ft, Beam Width = 6.750in x Depth = 21.in, Ends are Pin -Pin Max Stress Ratio 0.844 : 1 Maximum Moment 74.4 k -ft Allowable 88.2 k -ft Max. Positive Moment 74.41 k -ft at 12.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00k -ft Max @ Right Support 0.00k -ft Maximum Shear * 1.5 Allowable Shear: @ Left Camber: Max. M allow 88.20 Reactions... fb 1,799.78 psi fv 112.34 psi Left DL 2.97 k Fb 2,133.31 psi Fv 165.00 psi • Right DL 2.97 k @ Right @ Left @ Center @ Right Max Max 15.9 k 23.4 k 12.40 k 12.40 k 0.000 in 0.296 in 0.000 in 12.40 k 12.40 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.197 in -0.823 in Deflection 0.000 in 0.000 in ...Location 12.000 ft 12.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,461.9 350.05 Right Cantilever... Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr: Date: 11:35AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 Scope: Fax: 530-893-2113 P 1-2-? Rev. 510MI General Timber Beam Description Beam 4 - Stress Calcs Bending Analysis Ck 22.210 Rb 11.727 Sxx 496.125 in3 Area 141.750 in2 Cv 0.908 Max Moment Sxx Req'd Allowable fb @ Center 74.41 k -ft 418.56 in3 2,133.31 psi @ Left Support 0.00 k -ft 0.00 in3 2,178.45 psi @ Right Support 0.00 k -ft 0.00 in3 2,178.45 psi Shear Analysis @ Left Support @ Right Support Design Shear 15.92 k 15.92 k Area Required 96.507 in2 96.507 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 12.40 k Bearing Length Req'd 3.281 in Max. Right Reaction 12.40 k Bearing Length Req'd 3.281 in Query Values M, V, & D @ Specified Locations 'Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 12.40 k 0.0000 in @ Right Cant. Location = ; 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 Fax: 530-893-2113 Rcv. S10D01 Description Beam 5 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:11 PM, 27 JUL 99 General Information 0.983 :1 Maximum Moment 111.7 k -ft Section Name 8.75x21.0 Center Span 22.00 ft .....Lu 22.00 ft Beam Width 8.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 21.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Location 11.000 ft 11.000 ft Fb Base Allow 2,400.0 psi 0.0 Bm Wt. Added to Loads Fv Allow 165.0 psi Right Cantilever... Load Dur. Factor 1.000 Fc Allow 560.0 psi Beam End Fixity Pin -Pin E 1,800.0 ksi 0.000 in Wood Density 34.000 pcf ...Length/Deft Uniform Loads 0.0 Uniform Loads Over Full Span Center DL 30.00 #/ft LL 110.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 4,300.0 lbs lbs lbs lbs lbs lbs Live Load 14000.0 lbs lbs lbs lbs lbs lbs ...distance 11.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft Summary Beam Design OK Span= 22.00ft, Beam Width = 8.750in x Depth = 21.in, Ends are Pin -Pin Max Stress Ratio 0.983 :1 Maximum Moment 111.7 k -ft Allowable 113.6 k -ft Max. Positive Moment 111.74 k -ft at 11.000 ft Max. Negative Moment 0.00 k -ft at 22.000 ft Max @ Left Support 0.00k -ft Max @ Right Support 0.00k -ft Maximum Shear* 1.5 Allowable Shear: @ Left Camber: Max. M allow 113.64 Reactions... fb 2,085.03 psi fv 88.66 psi Left DL 2.96 k Fb 2,120.42 psi Fv 165.00 psi Right DL 2.96 k @ Right @ Left @ Center @ Right Max Max 16.3 k 30.3 k 11.17 k 11.17 k 0.000 in 0.251 in 0.000 in 11.17k 11.17 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.167 in -0.657 in Deflection 0.000 in 0.000 in Location 11.000 ft 11.000 ft ... Length/Deft 0.0 0.0 ...Length/Deft 1,576.8 402.05 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 NorthStar Engineering Title: Job# 20 Declaration Drive Dsgnr: Date: 4:11 PM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 Fax: 530-893-2113 scope Rev. e,000, General Timber Beam Description Beam 5 Stress Calcs f Bending Analysis Ck 22.210 Rb 8.731 Sxx 643.125 in3 Area 183.750 in2 Cv 0.892 Max Moment Sxx Req'd Allowable fb @ Center 111.74 k -ft 632.39 in3 2,120.42 psi @ Left Support 0.00 k -ft 0.00 in3 2,141.19 psi @ Right Support 0.00 k -ft 0.00 in3 2,141.19 psi Shear Analysis @ Left Support @ Right Support Design Shear 16.29 k 16.29 k Area Required 98.733 in2 98.733 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 11.17 k Bearing Length Req'd 2.279 in Max. Right Reaction 11.17 k Bearing Length Req'd 2.279 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 11.17 k 0.0000 in @ Right Cant. Location = .. 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00k -ft 0.00 k 0.0000 in NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 Fax: 530-893-2113 Rev. 5100D1 Description Beam 6 Title : Dsgnr: Description Scope. General Timber Beam Job # Date: 11:36AM, 27 JUL 99 General Information 0.482 : 1 Section Name 6.75x21.0 Center Span 18.00 ft .....Lu 18.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 21.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Glul-am Douglas Fir, 24F - V4 Allowable Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi 0.00k -ft at E 1,800.0 ksi Wood Density 34.000 pcf 9.30 k Max (0 Left Support Uniform Loads Camber: Uniform Loads Over Full Span 0.000 in Maz @ Right Support Center DL 214.00 #/ft LL 786.00 #/ft Left Cantilever DL */ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 18.00ft, Beam Width = 6.750in x Depth = 21.in, Ends are Pin -Pin Max Stress Ratio 0.482 : 1 Maximum Moment 41.9 k -ft Maximum Shear 1.5 11.3 k . -Allowable 9 1. 2 k -ft -0.062 in Allowable Deflection 23.4 k Max. Positive Moment 41.86 k -ft at 9.000 ft Shear: @ Left 9.30 k Max. Negative Moment 0.00k -ft at 16.000 ft 829.75 @ Right 9.30 k Max (0 Left Support 0.00k -ft Camber: @ Left 0.000 in Maz @ Right Support 0.00k -ft @ Center 0.094 in Max. M allow 91.22Reactions... @ Right 0.000 in fb 1,012.38 psi fv 79.53 psi Left DL 2.23 k Max 9.30 k Fb 2,206.34 psi Fv 165.00 psi Right DL 2.23 k Max 9.30 k Deflections Center Span... Dead Load Total Load Left Cantilever.:. Dead Load Total Load Deflection -0.062 in -0.260 in Deflection 0.000 in 0.000 in ...Location 9.000 ft 9.000 ft ...Length/Defl 0.0 0.0 ...Length/Deft 3,465.2 829.75 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 F NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr: Date: 11:36AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 Fax: 530-893-2113 P scope Rcv. 5fOD01 General Timber Beam Description Beam 6 ' Stress Calcs . Bending Analysis Bearing Length Req'd 2.461 in Ck 22.210 Rb 10.455 Sxx 496.125 in3 Area 141.750 in2 Cv 0.934 M, V, & D @ Specified Locations Max Moment Sxx Req'd Allowable fb @ Center 41.86 k -ft 227.65 in3 2,206.34 psi @ Left Support 0.00 k -ft 0.00 in3 2,242.03 psi @ Right Support 0.00 k -ft 0.00 in3 2,242.03 psi Shear Analysis @ Left Support @ Right Support Design Shear 11.27 k 11.27 k Area Required 68.322 in2 68.322 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 9.30 k Bearing Length Req'd 2.461 in Max. Right Reaction 9.30 k Bearing Length Req'd 2.461 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 9.30 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering Title: Job# 20 Declaration Drive Dsgnr: Date: 11:35AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 F61. Scope: Fax: 530-893-2113 I e) General Timber Beam Description Beam 7 """" Ica 'r - General Information Beam Design OK Section Name 6.75x21.0 Center Span 24.00 ft .....Lu 24.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 21.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Maximum Moment Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Uniform Loads ft Shear: @ Left Uniform Loads Over Full Span Max. Negative Moment Center DL 214.00 #/ft LL 786.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft """" Ica 'r Beam Design OK Span= 24.00ft, Beam Width = 6.75oin x Depth = 21.in, Ends are Pin -Pin Max Stress Ratio 0.844 : 1 Maximum Moment 74.4 k -ft Maximum Shear" 1.5 15.9 k Allowable 88.2 k -ft Allowable 23.4 k Max. Positive Moment 74.41 k -ft at 12.000 ft Shear: @ Left 12.40 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 12.40 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.296 in Max. M allow 88.20 Reactions... @ Right 0.000 in fb 1,799.78 psi fv 112.34 psi Left DL 2.97 k Max 12.40 k Fb 2,133.31 psi Fv 165.00 psi Right DL 2.97 k Max 12.40 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.197 in -0.823 in Deflection 0.000 in 0.000 in ...Location 12.000 ft 12.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,461.9 350.05 Right Cantilever... Deflection 0.000 in 0.000 in. ...Length/Deft 0.0 0.0 ;: ' NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr: Date: 11:35AM, 27 JUL 99 Description Chico, California 95973 530-893-1600 scope: Fax: 530-893-2113 P I F5,�, General Timber Beam Description Beam 7 Stress Calcs Bending Analysis Ck 22.210 Rbc 11.727 Sxx 496.125 in3 Area 141.750 in2 Cv 0:908 Max Moment Sxx Req'd Allowable fb @ Center 74.41 k -ft 418.56 in3 2,133.31 psi @ Left Support 0.00 k -ft 0.00 in3 2,178.45 psi @ Right Support 0.00 k -ft 0.00 in3 2,178.45 psi Shear Analysis @ Left Support @ Right Support Design Shear 15.92 k 15.92 k Area Required 96.507 in2 96.507 in2 ' Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 12.40 k Bearing Length Req'd 3.281 in Max. Right Reaction 12.40 k Bearing Length Req'd .3.281 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 12.40 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft. 0.00 k -ft 0.00 k 0.0000 in r NorthStae Engineering Title: Job# 20 Declaration Drive Dsgnr: Date: 11:43AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 scope Fax: 530-893-2113 P . 2,c> ­ T,—, General Timber Beam Description Beam 8 Beam Design OK Span= 14.00ft, Beam Width = 6.750in x Depth = 15.in, Ends are Pin -Pin General Information 0.323 : 1 Section.Name 6.75x15.0 Center Span 14.00 ft .....Lu. 14.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 16.7 k Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity 'Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Uniform Loads @ Left 0.000 in Uniform Loads Over Full Span 0.00k -ft Center DL 129.00 #/ft LL 471.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 14.00ft, Beam Width = 6.750in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.323 : 1 Maximum Moment 15.3 k -ft Maximum Shear" 1.5 5.4 k Allowable 49.7'k -ft Allowable 16.7 k Max. Positive Moment 15.29 k -ft at 7.000 ft Shear: @ Left 4.37 k Max. Negative Moment 0.00 k -ft at 14.000 ft @ Right 4.37 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.05.8 in Max. M allow 49.74Reactions... @ Right 0.000 in fb 724.66 psi fv 53.31 psi Left DL 1.07 k Max 4.37 k Fb 2,358.17 psi Fv 165.00 psi Right DL 1.07 k Max 4.37 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.039 in -0.158 in Deflection 0.000 in 0.000 in . ... Location 7.000 ft 7.000 ft ..._Length/Defl 0.0 0.0 ...Length/Deft 4,343.8 1,064.57 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 a 7 l4orthStar Engineering Tide : Job # 20 Declaration Drive Dsgnr: Date: 11:43AM, 27JUL 99 Chico, California 95973 Description 530-893-1600 scope Fax: 530-893-2113 - PG. 2 Rev 510001 General -Timber Beam Description Beam 8 Stress Calcs Bending Analysis Ck 22.210 Rb 7.720 Sxx 253.125 in3 Area 101.250 in2 Cv 0.991 Max Moment Sxx Re4'd Allowable fb @ Center 15.29 k -ft 77.78 in3 2,358.17 psi @ Left Support 0.00 k -ft 0.00 in3 2,377.76 psi @ Right Support 0.00 k -ft 0.00 in3 2,377.76 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.40 k 5.40 k Area Required 32.715 in2 32.715 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 4.37 k Bearing Length Req'd 1.155 in Max. Right Reaction 4.37 k Bearing Length Req'd 1.155 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 40.00 k -ft 4.37 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthSW Engineering 20 Declaration Drive Chico, Californi9 95973 530-893-1600 Fax: 530493-2113 Description Beam 9 ,ZZ Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 11:43AM, 27 JUL 99 Summary Span= 21.00ft, Beam Width = 6.750in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.722 :1 Maximum Moment 34.4 k -ft Allowable 47.6 k -ft Max. Positive Moment 34.39 k -ft at 10.500 ft Max. Negative Moment 0.00 k -ft at 21-000 ft Max @ Left Support 0.00k -ft Max @ Right Support 0.00k -ft Maximum Shear" 1.5 Allowable Shear: @ Left Max. M allow 47.60 Reactions... @ Right Camber: @ Left @ Center @ Right Beam Design OK 8.7 k 16.7 k 6.55 k 6.55 k 0.000 in 0.294 in 0.000 in fb 1,630.47 psi fv 86.18 psi General Information Max 6.55 k Section Name 6.75x15.0 Center Span 21.00 ft .. ..Lu 21.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Glul-am Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 4 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Left Cantilever... E 1,800.0 ksi Wood Density 34.000 pcf • -0.196 in -0.799 in Uniform Loads 0.000 in 0.000 in Uniform Loads Over Full Span 10.500 ft 10.500 ft Center DL 129.00 #/ft LL 471.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Span= 21.00ft, Beam Width = 6.750in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.722 :1 Maximum Moment 34.4 k -ft Allowable 47.6 k -ft Max. Positive Moment 34.39 k -ft at 10.500 ft Max. Negative Moment 0.00 k -ft at 21-000 ft Max @ Left Support 0.00k -ft Max @ Right Support 0.00k -ft Maximum Shear" 1.5 Allowable Shear: @ Left Max. M allow 47.60 Reactions... @ Right Camber: @ Left @ Center @ Right Beam Design OK 8.7 k 16.7 k 6.55 k 6.55 k 0.000 in 0.294 in 0.000 in fb 1,630.47 psi fv 86.18 psi Left DL 1.61 k Max 6.55 k Fb . 2,256.79 psi Fv 165.00 psi Right DL 1.61 k Max 6.55 k Deflections Center Span... , Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.196 in -0.799 in Deflection 0.000 in 0.000 in ...Location 10.500 ft 10.500 ft .:.Length/Deft 0.0 0.0 ...Length/Deft 1,287.1 315.43 Right Cantilever... Deflection 0.000 in 0.000 in <.Length/Defl 0.0 0.0 NorthStar Engineering Title : 20 Declaration Drive Dsgnr: Chico, California 95973 Description 530-893-1600 scope Fax: 530-893-2113 P 2 - 5,- General Timber Beam Description Beam 9 Job # Date: 11:43AM, 27 J U L 99 Stress Calcs Bending Analysis Ck 22.210 Rb 9.117 Sxx 253.125 in3 Area 101.250 in2 Cv 0.951 Max Moment Sxx Req'd Allowable fb @ Center 34.39 k -ft 182.88 in3 2,256.79 psi @ Left Support 0.00 k -ft 0.00 in3 2,283.28 psi @ Right Support 0.00 k -ft 0.00 in3 2,283.28 psi Shear Analysis @ Left Support @ Right Support Design Shear 8.73 k 8.73 k Area Required 52.885 in2 52.885 in2 Fv: Allowable 165.00 psi, 165.00 psi Bearing @ Supports Max. Left Reaction 6.55 k Bearing Length Req'd 1.733 in Max. Right Reaction 6.55 k Bearing Length Req'd 1.733 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 6.55 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr: Date: 11:59AM, 27 JUL 99 Chico, California'95973 Description 530-893-1600 Scope: Fax: 530-893-2113 P 2 Rev:r,,--0 General Timber Beam Description Beam 10 Point Loads Dead Load 1,300.0 lbs lbs lbs lbs lbs lbs Live Load 5,000.0 lbs lbs lbs lbs lbs lbs ...distance 5.000ft 0.000ft 0.000ft 0.000ft 0.000 ft 0.000 ft Beam Design OK Span= 10.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin General Information Section Name 5.125x12.0 Center Span 10.00 ft .....Lu 10.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 0.000 in Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Uniform Loads 0.00 k -ft at 10.000 ft Uniform Loads Over Full Span 4.67 k 0.000 in Center DL 180.00 #/ft LL 110.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 1,300.0 lbs lbs lbs lbs lbs lbs Live Load 5,000.0 lbs lbs lbs lbs lbs lbs ...distance 5.000ft 0.000ft 0.000ft 0.000ft 0.000 ft 0.000 ft Beam Design OK Deflections . Span= 10.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.802 : 1 Total Load Left Cantilever... ` Total Load Maximum Moment 19.6 k -ft Maximum Shear'' 1.5 6.6 k 0.000 in Allowable 24.4 k -ft Allowable ... Length/Deft 10.1 k 0.0 Max. Positive Moment 19.56 k -ft at 5.000 ft Shear: @ Left 4.67 k Max. Negative Moment 0.00 k -ft at 10.000 ft @ Right 4.67 k 0.000 in Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in ` Max @ Right Support 0.00k -ft @ Center 0.102 in Max. M allow 24.39 Reactions... @ Right 0.000 in fb 1,907.95 psi fv - 106.54 psi Left DL 1.62 k Max 4.67 k Fb 2,379.64 psi Fv 165.00 psi Right DL 1.62 k Max 4.67 k Deflections . Center Span.... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.068 in -0.222 in Deflection 0.000 in 0.000 in ...Location . 5.000 ft 5.000 ft ... Length/Deft 0.0 0.0 ...Length/Deft 1,760.1 539.80 Right Cantilever..." Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 4 NorthStar Engineering Title: Job# 20 Declaration Drive Dsgnr: Date: 11:59AM; 27 JUL 99 Chico, California 95973 Description 530-893-1600 scope: Fax: 530-893-2113 P Of2Gj FGeneral Timber Beam Description Beam 10 R ' Stress Calcs Bending Analysis Ck 22.210 Rb 7.783 Sxx 123.000 in3 Area 61.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb Center 19.56 k-ft 98.62 in3 2,379.64 psi Left Support 0.00 k-ft 0.00 in3 2,400.00 psi Right Support 0.00 k-ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.55 k 6.55 k Area Required 39.710 in2 39.710 in2 - Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 4.67 k Bearing Length Req'd 1.628 in Max. Right Reaction 4.67 k Bearing Length Req'd 1.628 in Query Values M \/ A n tm Cnorifi,%A I n ftfinna Mnmonf Cha=r naflartinn NorthStar Engineering Title : Job # 20 Declaration Drive Dsgnr: Date: 11:58AM, 27 JUL 99 Chico, California 95973 Description :. 530-893-1600 Scope: Fax: 530-893-2113 PG, -_. -1 General Timber Beam Description Beam 11 General Information I Section Name 5.125x12.0 Center Span 10.00 ft .....Lu 10.00 ft Beam Width 5.125 in Left Cantilever. ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Span= MOM, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi Uniform Loads 3.62 k Max. Negative Moment 0.00 k -ft at 10.000 ft @ Right Uniform Loads Over Full Span Max @ Left Support 0.00k -ft Camber: @ Left Center DL 180.00 #/ft LL 110.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads I Dead Load 3,300.0 lbs lbs lbs lbs lbs lbs Live Load 900.0 lbs lbs lbs lbs lbs lbs ...distance 5.000ft 10.000 ft 0.000ft 0.000ft 0.000 ft 0.000 ft Summary Beam Design OK Span= MOM, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.587 : 1 Maximum Moment 14.3 k -ft Maximum Shear" 1.5 5.0 k Allowable 24.4 k -ft Allowable 10.1 k Max. Positive Moment 14.31 k -ft at 5.000 ft Shear: @ Left 3.62 k Max. Negative Moment 0.00 k -ft at 10.000 ft @ Right 3.62 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft - @ Center 0.184 in Max. M allow 24.39 Reactions... @ Right 0.000 in fb 1,395.76 psi fv 80.93 psi Left DL 2.62 k Max 3.62 k Fb 2,379.64 psi Fv 165.00 psi Right DL 2.62 k Max 3.62 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.122 in -0.165 in Deflection 0.000 in 0.000 in ... Location 5.000 ft 5.000 ft ... Length/Deft 0.0 0.0 ...Length/Deft 980.6 725.53 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 NorthStar Engineering Title.: Job# . 20 Declaration Drive Dsgnr: Date: 11:58AM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 Scope: Fax: 530-893-2113 Rev. 51001 General Timber Beam Description Beam 11 ' Stress Calcs Bending Analysis .Ck 22.210 Rb 7.783 Sxx 123.000 in3 Area 61.500 in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 14.31 k -ft 72.14 in3 2,379.64 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear, 4.98 k 4.98 k Area Required 30.164 in2 30.164 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction ' 3:62 k Bearing Length Req'd 1.262 in Max. Right Reaction 3.62 k Bearing Length Req'd 1.262 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 3.62 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering Tide : Job # 20 Declaration Drive Dsgnr. Date: 4:29PM, 27 JUL 99 Chico, California 95973 Description are Pin -Pin 530-893-1600 scope: Fax: 530-893-2113 22> 0.763 : 1 Rev: 51MOI General Timber Beam Maximum Moment r Description Beam 12 1 Maximum Shear " 1.5 General Information Allowable Section Name 5.125x13.5 Center Span 17.00 ft .....Lu 17.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft r Beam Depth 13.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Max. Negative Moment Bm Wt. Added to Loads Fb Base Allow 2,400.0. psi @ Right Load Dur. Factor 1.000 Fv Allow 165.0 psi Max @ Left Support Beam End Fixity Pin -Pin Fc Allow 560.0 psi @ Left Wood Density 34.000' pcf E 1,800.0 ksi Max @ Right Support Uniform Loads @ Center Uniform Loads Over Full Span. Max. M allow Center DL 130.00 #/ft LL 500.00 #/ft Reactions... Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Left DL 1.24 k I""""Q'r Beam Design OK Span= 17.00ft, Beam Width .= 5.125in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0.763 : 1 Maximum Moment 23.3 k -ft Maximum Shear " 1.5 7.2 k Allowable 30.6 k -ft Allowable 11.4 k Max. Positive Moment 23.35 k -ft at 8.500 ft Shear: @ Left' 5.49 k Max. Negative Moment 0.00k -ft at 17.000 ft @ Right 5.49 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.218 in Max. M allow 30.61 Reactions... @ Right 0.000 in fb 1,799.85 psi fv 103.86 psi Left DL 1.24 k Max 5.49 k -Fb 2,359.52 psi Fv 165.00 psi Right DL 1.24 k Max 5.49 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.145 in -0.642 in Deflection 0.000 in 0.000 in ... Location 8.500 ft 8.500 ft ... Length/Deft 0.0 0.0 ...Length/Deft 1,403.1 317.68 Right Cantilever... Deflection ' 0.000 in 0.000 in • ...Length/Deft .r 0.0 0.0 NorthStar Engineering 20 Declaration Drive Chico, California 95973 530-893-1600 Fax: 530-893-2113 _ Rev. 5701 Description Beam 12 Title : Dsgnr: Description Scope: General Timber Beam Job # Date: 4:29PM, 27 JUL 99 Stress Calcs ' Bending Analysis Ck 22.210 Rb 10.335 Sxx 155.672 in3 Area 69.188.in2 Cv 1.000 Max Moment Sxx Req'd Allowable fb @ Center 23.35 k -ft 118.75 in3 2,359.52 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.19 k 7.19 k Area Required 43.551 in2 43.551 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 5.49 k Bearing Length Req'd 1.914 in Max. Right Reaction 5.49 k Bearing Length Req'd 1.914 in Query Values M, V, & D @ Specified • Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 5.49 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in NorthStar Engineering -Title-: Job 0 20 Declaration Drive Dsgnr: Date: 4:49PM, 27 JUL 99 Chico, California 95973 Description :. 530-893-1600 1 Scope: Fax: 530-893-2113 R�, 51001 General Timber Beam Description Beam 13 at second floor level General Information 0.605 : 1 Section Name 3.125x10.5 Center Span 6.00 ft .....Lu 6.00 ft Beam Width 3.125 in Left Cantilever ft ....Lu 0.00 ft Beam Depth 10.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Allowable Sm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi 0.00 k -ft at E 1,800.0 ksi Wood Density 34.000 pcf 3.07 k Max @ Left Support Uniform Loads Camber: Uniform Loads Over Full Span 0.000 in Max @ Right Support Center DL 290.00 #/ft LL 725.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft J Beam Design OK Span= 6.00ft, Beam Width = 3.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.605 : 1 Maximum Moment 4.6 k -ft Maximum Shear * 1.5 3.3 k Allowable 11.3 k -ft -0.016 in Allowable Deflection 5.4 k Max. Positive Moment 4.60 k -ft at 3.000 ft Shear: @ Left 3.07 k Max. Negative Moment 0.00 k -ft at 0.000 ft 1,310.08 @ Right 3.07 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.024 in Max. M allow 11.34Reactions... @ Right 0.000 in fb 961.80 psi fv 99.87 psi Left DL 0.89 k Max 3.07 k Fb 2,369.55 psi Fv 165.00 psi Right DL 0.89 k Max 3.07 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.016 in -0.055 in Deflection 0.000 in 0.000 in ..'Location 3.000 ft . 3.000 ft ... Length/Deft 0.0 0.0 ...Length/Deft 4,500.1 1,310.08 Right Cantilever... Deflection ' 0.000 in 0.000 in ... Length/Dell 0.0 0.0 ' NorthStar Engineering ride : Job X 20 Declaration Drive Dsgnr: Date: 4:49PM, 27 JUL 99 Chico, California 95973 Description 530-893-1600 P 3 scope Fax: 530-893-2113 General Timber Beam Description Beam 13 at second floor level F - , Stress Calcs Bending Analysis Ck 22.210 Rb 9.726 Sxx 57.422 in3 Area 32.813 in2 Cf 1.000 Max Moment Sxx Req'd Allowable fb @ Center 4.60 k -ft 23.31 in3 2,369.55 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.28 k 3.28 k Area Required 19.860 in2 19.860 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 3.07 k Bearing Length Req'd 1.753 in Max. Right Reaction 3.07 k Bearing Length Req'd 1.753 in Query Values M, V, & D a@ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 3.07 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000. in M F I . BY: DATE: 7191 JOB NO: %0 PAGE ?j Z OF Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 r • . 1 PT Ci. 113. LO/AV I _._ DoT 1 G Cr • 1 i 4. �. s Q epT CONT.!T61 1 F 7 _ _ _ _ _ 8 t'I 13.. q 1 _. _ T _FTG.DO.... . . ` Fla , F. l - - �1- I2 Qi�1.4.� �oi.g �_°I, =_ 12 4-�-`i,.3+4.•¢+�.Co ?JZ.�..K __.�_ � SQ 7- 4 �I� -Ii 5-4_ ball -7 = 12.4 k POSTL u Cnx �• - S I r - ---- �_ - ---" - ' Pct I 1:5� e_� .. . _ F 3 a' -� XIS -- _ _ �,, F 10 -10i Fl F12 ..x.i..-PAP-ALLAM X13` 101 :D. F. . o.. 12. 4 1< 69 162, Fly _- _.► �_'_. _ _--_s K_�_ _ 4xr_ �I� _ _ w__ I BY: JMR NORTHSTAR ENGINEERING 8/6/99 20 DECLARATION DRIVE JOB NO: 6704 CHICO, CA 95973 PG. 3 3 OF (530) 893-1600 - SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES: c' = 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 3.5 IN WIDTH = 3.5 IN AREA = 12.3 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE _ . 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 10 FT L / DEPTH = . 34.29 OKAY I/d <50 Fc = 1350 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) (= 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1.1.5 SIZE FACTOR PER TABLE 4A IN NDS (1.0FOR 6X POST) (1.15 FOR 2 X 4 STUD &.4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fe = 1552.5 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6- E6 PSI, (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 408.2 FcE = KcE*E' / ((Ud)(Ud) ) F'c = 383.1 PSI F'c = Fc*( (1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((l + FcE / Fc*) / 2c) ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 4700 LBS fc = P/ A = 382 PSI F'c = 383.1 PSI OKAY F'c > fc USE 4 X 4 D.F. #1 BY: JMR NORTHSTAR ENGINEERING 8/6/99 .20 DECLARATION DRIVE JOB NO: 6704 CHICO, CA 95973 PG. 3 4 OF (530) 893-1600 SIMPLE SOLID -COLUMN DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES: c' _ . 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *"* YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 JN WIDTH = 5.5 IN AREA = 30.3 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 10 FT L / DEPTH = 21.82 OKAY I/d <50 Fc = 925 PSI ( SEE TABLE 23-1-E FOR ROUND TIMBER PILES) ( = 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 925 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 1008.2 FcE = KcE*E' / ( (Ud)(Ud) ) F'c = 665.9 PSI F'c = Fc*((1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((l + FcE / Fc*) / 2c) ((1 + FcE / Fc*) / 2c) - (FcE /Fc*)%c')) LOADING CONDITIONS: AXIAL LOAD = 12400 LBS fc = P / A = 409 PSI F'c = 665.9 PSI OKAY F'c > fc USE 6 X 6 D.F. #1 BY: JMR NORTH$TAR ENGINEERING 8/6/99 20 DECLARATION DRIVE JOB NO: 6704 CHICO, CA 95973 PG. 3 S OF (530) 893-1600 SIMPLE SOLID -COLUMN 'DESIGN PER'94 UBC SECTION 2307.3 DOES NOT INCLUDE ANY LATERAL LOADING FOR COLUMN COLUMN PROPERTIES::; c' 0.8 .8 FOR SAWN, .85 FOR ROUND, .9 FOR GLULAM *** YOU HAVE SELECTED A RECTANGULAR COLUMN *** DEPTH = 5.5 IN WIDTH = a 7.5 IN AREA = 41.3 SQ.IN Ke = 1 SEE UBC SECTION 2307.3 KcE = 0.3 .3 FOR VISUALLY GRADED, .418 FOR GLULAM LENGTH (L) = 10 FT L / DEPTH = 21.82 OKAY I/d <50 Fc = 925 PSI ( SEE TABLE 23 -I -E FOR ROUND TIMBER PILES) ( = 925 PSI FOR 6 X POST D.F. #1 = 1350 PSI FOR 4 x 4 D.f. #1 and 2 X STUD D.F. #2) Cf = 1 SIZE FACTOR PER TABLE 4A IN NDS (1.0 FOR 6X POST) (1.15 FOR 2 X 4 STUD & 4 X 4 POST) (1.1 FOR 2 X 6 STUD) Fc* = 925 PSI ( TABULATED VALUE * ALL ADJUSTMENT FACTORS) E' = 1.6 E6 PSI (1.6 FOR D.F. NO. 2 & 6X D.F. NO. 1) FcE = 1008.2 FcE = KcE*E' / ( (Ud)(Ud) ) F'c = 665.9 PSI F'c = Fc*((1 + FcE / Fc*) / 2c'- SQUARE ROOT OF ((1 + FcE / Fc*) / 2c') ((1 +FcE /Fc*)/2c')- (FcE /Fc*)/c')) LOADING CONDITIONS: AXIAL LOAD = 21700 LBS fc = P / A = 525 PSI F'c = 665.9 PSI OKAY F'c > fc USE 6 X 8 D.F. #1 3ce2 BEAM ON COLUMN CAP COLUMN BASE ELEVATED COLUMN BASE 0 ° Optional non-5hrink grout e I . O O ALLOWABLE AXIAL LOADS (LBS.) . •. ;. 'txi-i. S' Y F! nF PGi d. I.OLUMNJI2.E �„"+•v 4 a -<y' SH J. .J G "9 -R i"s a, ev y �.I 1� 4 1 "r P! ` EFFECTIVE d �" S t d ty,y! t z $' ' 4 _ k xro r :x K - r. �a `. COLUMN x3'h y 3s/x x5>i 7. i fr xn�x5�/s xY7 ss.�Y7 P� x7.{ .• - :. n3Y? a r3,s5/sx5/a j . LENGTH r- 100115%` { 125% .100% 115% 125% ]00%: ' 115% 125% 100% 115% 125% 100%_ 115%r 125% 10,598 11,202 11,551 15,897 16,804 17,326 21,196 22,405 23,101 33,300 36,685 38,743 1-01 ..�7_:_ 8,740 9,143 9,375 13,111 13,115 14,063 17,481 18,287 18,751 30,016 32,551 34,041 { 8`-0' ,�. 7,270 7,553 1,716 10,905 11,330 11,574 14,539 15,106 15,432 26,655 28,499 19,565 35,540 37,998 39,420 L 9'-0• 6,115 6,323 6,441 9,173 9,484 9,662 12,231 12,645 12,883 23,484 24,845 25,631 31,312 33,127 34,175 t 0 5,203 5,359 5,449 7,805 8,039 8,173 10,407 10,718 .10,897 20,667 21,703 21,300 27,556 28,937 29,733 .x=12'-0' 3,885 3,979 4,033 5,827 5,969 6,050 7,770 7,959 8,067 16,166 16,810 17,180 21,555 22,413 22,907 14'-0• 3,003 3,064 3,099 4,504 4,596 4,649 6,005 6,129 6,199 12,893 13,320 13,566 17,190 17,760 18,088 34,168 35,796 36,736 16'_0• 10,483 10,781 10,952 13,977 14,375 14,603 28,498 29,648 30,312 l;18 _0• 8,673 8,890 9,013' 11,565 11,853 12,018 24,027 24,871 25,356 20'-0" 7,286 7,447 " 7,540 9,715 9,930 10,053 20,481 21,118 21,484 22'-0' 17,638 18,131 18,413 15,333 15,722 15,944 GENERAL NOTES • Table applies to solid, one-piece column members used in dry service conditions. • Loads shown have been adjusted to accommodate the worst case of the following eccentric conditions; 0.167 of column thickness (first dimension) or 0.167 of column width. • Loads are based on simple axial loaded columns using the design provisions of the National Design Specification® for Wood Construction (NDS), 1991 edition. For side loads or other combined bending and axial loads see provisions of NDS, 1991 edition. • Table assunes that the column is unbraced, except at the column ends and the effective column length is equal to the actual column length. i 8'I 1.8E PARALLAM° PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Modulus of elasticity E = 1.8 x 106 psi Flexural stress Fb = 2400 psi(') Compression parallel to grain F,ii = 2500 psi (1) For 12 -inch depth. For others, multiply by [Id]"" i BY: J (tZ NorthStar 20 DECLARATION DRIVE DATE: 8 I '" CHICO, CALIFORNIA 95973 JOB NO: &70+ ENGINEERING 530-893-1600 PAGE —7 OF Civil Engineers* Planners* Surveyors FAX 530-893-2113 _AAL.__._D_s.l_�--�. i (3)-E 14, 1:7 F L4C2 2 -ZX N F- x0125 2. I K-) TP J _ f LIQ 2-I� STA 3 ►%�►�, e ..... rz BY: _j n DATE: JOB NO: (�704- PAGE 3 8 OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 BY: J NwthStar 20 DECLARATION DRIVE DATE: g JOB NO: ff- ENGINEERING CHICO, CALIFORNIA 95973 530.893-1600 PAGE 3 OF Civil Engineers* Planners • Surveyors FAX 530-893.2113 F, -Lr 1-7 , 2 : M rlJ C- F. -r t Fl. _ 2 . O Z-01 d= 3 i 3 oTri=.484.- )l2= 23.4 ►`'l 4-��►��� iso, (. o.? )1.a1)� = 4-�� N- . -. (23:. 4 4- - 4: U� I BY: J ri #Z DATE: aI I Of JOB NO: &7C24 - PAGE %d4 - PAGE +0 OF NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 • ►-1.. � =- -STS U .T -: __- `� �. r Co C� - ��_ _-- ..__2 3 _� _ _ , _ I _ ; - _ i I _ _ Toy _ PL . p L I c I✓ �.P '7 K. { r r _ e ZTM �C P 147P ZC,?2 2x. .c�F. = 3 K 11 Ay, U T-- __ r . � � � ►-1 c�i-A._ ..3 0 �1 2 2 yl 000! �:�_ TSP .. p L�-S p � is � . c G� — s n BY: I t`— NrthStar 20 DECLARATION DRIVE DATE: B I I """""--==", CHICO, CALIFORNIA 95973 JOB NO: (f, 704— ENGINEERING 530-893-1600 PAGE 41 OF Civil Engineers • Planners* Surveyors FAX 530.893-2113 .... f .._ } .22 i I 4 $ U"1 T-1 L 111- C--9 t1 - C C cA P U 25- I��T� :►�► meq-- Iwai �iNK�r�s- BY: J n p, NwthStar DATE: L-311 1 . asP JOB NO: <o7a4- ENGINEERING PAGE4 2 OF Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 BY: J 1—j NorthStar 20 DECLARATION DRIVE DATE: S� �<"c'T' CHICO, CALIFORNIA.95973 JOB NO: (0-70 4 ENGINEERING 530-893-1600 PAGE 43 OF Civil Engineers* Planners* Surveyors FAX 530-893.2113 013 .:� (7 . 3+3 U5 n- - .7 0 c L oSE PH -D',5 0 �I U T ��210, Z� I7�c2TA �J2C',_ z'roP hL, S L -C,- P 2.8 1< 0117(10) eV -3 E2 K .r283 K�I 3 -t- 3 �o. 14P G E5 5 L3 X11 F HV a� --,i 1-1 ATA 3 ii CAP _ G. 8 /� F. `rt) �A Pz) R ID G Zub R- 344 3_S+Iz.s �I4�> E o. 0 • ZN12 HV .344 (lo) 41- -f-I,� s y��ll Pp� o� 2-zx r c A E���� rlA-?,- L 14 tF, �-:? .I ZZ 51 r Z N D F- l-. + Lo Z. e6 Sol? F L q _ - STIzUT_=(5K/+�7) 24. 3..5..(._.4710)= _ 01K, UGit�ll C'I�iTG Zg CJI 3(0- f� SIr.IK�fzS BY: �c NwthStar 20 DECLARATION DRIVE DATE: g -7ENGINEERING 6,70+ JOB NO: 6, / Coq""• E'N G I -N E. E R I N G CHICO, CALIFORNIA 95973 530-893-1600 PAGE L�- OF Civil EngineersPlannersSurveyors FAX 530-893-2113 Zub R- 344 3_S+Iz.s �I4�> E o. 0 • ZN12 HV .344 (lo) 41- -f-I,� s y��ll Pp� o� 2-zx r c A E���� rlA-?,- L 14 tF, �-:? .I ZZ 51 r Z N D F- l-. + Lo Z. e6 Sol? F L q _ - STIzUT_=(5K/+�7) 24. 3..5..(._.4710)= _ 01K, UGit�ll C'I�iTG Zg CJI 3(0- f� SIr.IK�fzS .e' BY: J I� DATE: JOB .NO: 6p7d 4- NmthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 PAGE �—C,2 OF Civil Bgineers•Planners •Surveyors FAX 530-893.2113 SHEAR WALL SCHEDULE SHEAR WALL A - 2 Q3 . 0 Q5 Q ALLOWABLE LOAD/FOOT 260 380 490 550 640 -i60 980 12.,g 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/6 "CDX PLYWOOD CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING.5 8d C@ 6" 8d (@ 4"3 ad (a 3" 3 8d 3" 3 ad (@ 2" 3 ad (@ 4" 3 ad (@ 3" 3 FIELD NAILING 5 8d r@ 12" 8d (@ 12" 8d (@ 12" 8d 12" 8d (@ 12" 8d Q 12" 8d (@ 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d (@ 4" 16d (@ 3" 16d (@'3" 16d r@ 41110 16d r@ 3" 10 16d r@ 3" 10 i6d r@ 3" Io CLIP, BLOCK L550 L550 LS90 . LS90 1-590 LS90 LS90 TO PLATE Q 22" Q 14" (p 16" (@ 16" (@ 12" (@ 12" (@ 8" 5/8" 0 5/8" 0 5/8" 0 5/8"0 5/8" 0 5/8"0 5/8" ANCHOR BOLT 48" o.c. IS" o.c. 14" O.C. 12" O.C. 28" o.c. 24" O.C. 161, o.c. SPACING 9 I/2": m 1/2" 0 1/2" 0 1/2" 0 1/2" m 1/2" (P 1/2110 36" o.c. 13" o.c. 10" O.C. 9" o.c. 1 18" o.c:. 15" O.C. II" o.c. I. OVER DOUGLAS FIR STUDS (@ 16" O.C., HEM -FIR TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE 94 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR 8d COMMONS 6, D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS 7. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PER DETAIL. 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. 05B SHALL BE RATED FOR EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10. REQUIRES 2 ROWS STAGGERED BY: J-1 R DATE: 0? I 01 0 JOB NO: Co7O,4- PAGE vj OF —f NmthStar •M7 ENGINEERING Civil Engineers* Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 530-893-2113 DESIGN. VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL Q 0 Q3 0 Q5 Q ALLOWABLE LOAD/FOOT 26O 380. 490 550 640 760 980 SILL NAIL 16d a 4" 16d 3" I6d (@ 311 2 ROWS 16d fa 41 : 2 ROWS 16d Q 3 2 ROWS 16d C@ 3 2 ROWS 16d (@ 3 NAIL CAPACITY 366 490 . 490 732 980 980 980 5/6"0 5/8" 0 5/8" 0 5/8" (P 5/8"0 5/6"m 5/8" 0 ANCHOR BOLT 4811 1811 1411 1211 2811 2411 1811' SPACING 1/211 (P 1/2" 0 1/2" 0 1/2" 0 1/2" 0 1/2" (P 1/2" 0 • 3211 1311 loll qll fall 1511 1111 SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X I/2" 0 ANCHOR BOLT CAPACITY 275 380 495 550 647 776 1,058 5/8" 0 ANCHOR BOLT CAPACITY 291 3% 509 594 651 760 1,012 DESIGN CAPACITY OF BOLTS PER TABLE 8.2E OF THE''97 NDS, CAPACITY OF 1/2" 0 ANCHOR BOLT IN 2X SILL = 1.33 * 6204; = 825 # / BOLT CAPACITY OF 1/2" m ANCHOR BOLT IN 3X SILL = 1.33 * 730# = 970 # /.BOLT CAPACITY OF 5/811 0 ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 # /.BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1516 # /.BOLT NAILS PEP ICBO REPORT NO. -NEP -212 CAPACITY OF 16d SINKER = 94*1.30 = 122 # / NAIL i TABLE OF CONTENTS TOC Project Title.......... Joe & Linda Boisse Date........ 09/13/99 -Pro3ect Address........ 6800 Lakefront Drive ******* Magelia, CA. 95954 *v4.50* Documentation Author... Wayne Dailey BUI-LclingYeW ff P.O. Box 5771 glan CFiec a e Oroville, CA 95966 530-342-5669 YieTa Check/a e Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp,,Inc. MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -TOC User#-MP1829 User -EH Run -Landscape TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................. 3 FORM C -2R ................. 5 FORM C -3R ................. 8 HVAC SIZING ............... 11 NaT ; fZr_-V(6ED F_N F_P_6gY GALS. GDP- EX iG,-r. 4,, PF_F_M LT ) P, EPAIiNeej, �0 j�`r CERTIFICATE OF COMPLIANCE: RESIDED?TIAL Page 1 CF -1R Project Title.......... Joe & Linda Boisse Date.. ..... 09/13/99 Project Address........ 6800 Lakefront Drive ******* Magelia, CA. 95954 *v4.50* Documentation Author... Wayne Dailey ******* ui ing ermi P.O. Box 5771 Pian CtieCka e Oroville, CA 95966 530-342-5669 Field Check/a e Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomn- Tnc MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1829 User -EH Run -Landscape GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories. ...... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 3199 sf Single Family Detached New Front -Facing 225 deg (SW) 1. 2 Raised Floor 18.9 0 of floor area 0.53 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Assembly Type Type R -value R' -value U -Value Location/Comments Wall Wood R-17.8 R-0 0.065 Front, Left, Back, Right Floor Wood R-19 R-0 0.038 Vent.Crawl.Spc S1abEdge n/a R-0 R-n/a 0.900 Sun room Door n/a R-0 R-n/a 0.330 Garage/House Roof Wood R-38 R-0 0.029 Throughout FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (SW) 145.0 0.520 2 Drapes.Std None None Vinyl Door Front (SW) 20.0 0.600 2 Drapes.Std None None Wood Window Front (SW) 30.0 0.520 2 Drapes.Std None None None Window Left (NW) 122.0 0.520 2 Drapes.Std None None Vinyl Window Back (NE) 171.0 0.520 2 Drapes.Std None, None Vinyl Door Back (NE) 75.6 0.600 2 Drapes.Std None None Wood Window Right (SE) 42.0 0.520 2 Drapes.Std None None Vinyl THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments SlabOnGrade Yes 264 3.5 Exposed �05.� CERTIFICATE OF•COMPLIANCE: RESIDENTIAL Page 2 CF -1R Equipment Type Furnace ACSplit Minimum Efficiency HVAC SYSTEMS Duct Location 0.900 AFUE Crawlspace 12.00 SEER Crawlspace WATER HEATING SYSTEMS Duct Thermostat R -value Type R-4.2 Setback R-4.2 Setback Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 EF 40 R-12 SPECIAL FEATURES/REMARKS Revised energy calcs. for existing permit, pre July 1999. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Matt Thompson Company. Matt Thompson Constr. Address. 7308 Penz Road Paradise, CA. 95969 Phone... 530-873-1441 License. #491119 Signed.. Fd-aU-e-F- ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. a e DOCUMENTATION AUTHOR Name.... Wayne Dailey Address. P.O.. Box 5771 Oroville, CA 95966 Phone... 530-342-5669 Signed.. - g Mate) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Joe & Linda Boisse Date........ 09/13/99 Project Address........ 6800 Lakefront Drive ******* Magelia, CA. 95954 *v4.50.* Documentation Author... Wayne Dailey Buliding Permit P.O. Box 5771 Pian Check 7 Datei Oroville, CA 95966 530-342-5669 Fleid Check/a eClimate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1829 User -EH Run -Landscape Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this -checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. R_38 150(b): Loose fill insulation manufacturers labeled R -value. "(Er7 *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). R-11 *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): vapor barriers mandatory in Climate Zones 14 and 16" ong 150(f Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. - 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Yes Ye -s � fa `(ES l(ES MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC. Yds 150(i): Setback thermostat on all applicable heating systems. ytZ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e. ., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater).. 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers.. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating.and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and.heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k):.40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. YDS Yds Design- Enforce- er ment -COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Joe & Linda Boisse Date........ 09/13/99 Project Address........ 6800 Lakefront Drive ******* Magelia, CA. 95954 *v4.50* Documentation Author... Wayne Dailey buiiaing Permit # P.O. Box 5771 Pian ClieCka e Oroville, CA 95966 530-342-5669 Fieid Check/a eClimate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp. Inc_ MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -EH Run -Landscape Zone Type HOUSE Residence Energy Use (kBtu7sf -yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 14.24 11.71 2.53 Space Cooling.......... 12.02 12.07 -0.05 Water Heating.......... 8.17 7.26 0.91 (sf) Total 34.43 31.04 3.39 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area. .......... Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing.U-value.... Average Ceiling Height..... 3199 sf Single Family Detached New Front Facing 225 deg (SW) 1 2 ReducedYear Raised Floor 1 33600 cf 2416 sf 2416 sf 264 sf 18.9 0 of floor area 0.53 Btu/hr-sf-F 10.5 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) 3199 33600 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 6 C -2R Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Floor 8 Door 9 Roof Surface OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments 794 0.065 17.8 225 90 Yes W.19.2X6.16 Front 610 0.065 17.8 315 .90 Yes W.19.2X6.16 Left 794 0.065 17.8 45 90 Yes W.19.2X6.16 Back 372 0.065 17.8 135 90 Yes W.19.2X6.16 Right 265 0.065 17.8 135 90 No W.19.2X6.16 Right 2152 0.038 19 n/a 0 No FC.19.2X6.16 Vent.Crawl.Spc 18 0.330 0 135 90 No None Garage/House 2416 0.029 38 225 90 Yes R.38.2X12.16 Throughout PERIMETER LOSSES Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE 7 SlabEdge 49 # of Area Pan- Frame Surface (sf) es Type HOUSE 1 Window 2 Window 3 Door 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Door 16 Window 17 Door 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window 24 Window 25 Window 26 Door 27 Window 28 Window 29 Window 30 Window 31 Window 32 Window 0.900 R-0 Yes Sun room FENESTRATION SURFACES Vent SC SC Interior Open U- Act Glass Int Shading/ Type value Azm Tlt Only Shade Description 6.0 2 Vinyl Slider 0.520 225 90 0.88 0.78 Drapes.Std 40.0 2 vinyl Slider 0.520 225 90 0.88 0.78 Drapes.Std 20.0 2 Wood Hinged 0.600 225 90 0.88 0.78 Drapes.Std 30.0 2 None Fixed 0.520 225 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 225 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 225 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 225 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drape's.Std 12.0 2 Vinyl Fixed 0.520 315 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drapes.Std 12.0 2 Vinyl Fixed 0.520 315 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 17.8 15.0 2 2 Wood Vinyl Hinged 0.600 45 90 0.88 0.78 Drapes.Std Slider 0.520 45 90 0.88 0.78 Drapes.Std 40.0 2 Wood Hinged 0.600 45 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 20.0 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drapes.Std 9.0 2 Vinyl Slider.0.520 45 90 0.88 0.78 Drapes.Std 9.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 9.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 9.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 17.8 2 Wood Hinged 0.600 45 90 0.88 0.78 Drapes.Std 6.0 2 Vinyl Slider 0.520 45 90 0.88 0.78 Drapes.Std 9.0 2 Vinyl Fixed 0.520 225 90 0.88 0.78 Drapes.Std 12.0 2 Vinyl Slider. 0.520 225 90 0.88 0.78 Drapes.Std 6.0 2 Vinyl Fixed 0.520. 225 90 0.88 0.78 Drapes.Std 12.0 2 Vinyl Slider 0.520 225 90 0.88 0.78 Drapes.Std 6.0 2 Vinyl Fixed 0.520 225 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 7 C -2R Project Title....:..... Joe & Linda Rni GqP r>>ro no i, -) /on MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -FORM C -2R User#-MP1829 User -EH Run -Landscape FENESTRATION SURFACES Vent SC SC Interior Open U- Act Glass Int Shading/ Type value Azm Tlt Only Shade Description Fixed 0.520 225 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Slider 0.520 45 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Slider 0.520 45 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Slider 0.520 135 90 0.88 0.78 Drapes.Std Fixed 0.520 135 90 0.88 0.78 Drapes.Std Slider 0.520 135 90 0.88 0.78 Drapes.Std Fixed 0.520 135 90 0.88 0.78 Drapes.Std THERMAL MASS Area Thick Heat Conduct Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 264 3.5 28.0 ' 0.98 R-0.0 Exposed System Type HOUSE Furnace ACSplit Tank Type 1 Storage HVAC SYSTEMS Minimum Duct Efficiency Location 0.900 AFUE Crawlspace 12..00 SEER Crawlspace WATER HEATING SYSTEMS Duct Duct` R -value Efficiency R-4.2 0.880 R-4.2 0.910 Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0.60 40 R-12 SPECIAL FEATURES/REMARKS 1. Revised energy calcs. for existing permit, pre July 1999. - # of Area Pan- Frame Surface (sf) es Type 33 Window 9.0 2 Vinyl 34 Window 4.5 2 Vinyl 35 Window 4.5 2 Vinyl 36 Window 4.5 2 Vinyl 37 Window 4.5 2 Vinyl 38 Window 9.0 2 Vinyl 39 Window 12.0 2 Vinyl 40 Window 6.0 2 Vinyl 41 Window 12.0 2 Vinyl 42 Window 6.0 2 Vinyl 43 Window 9.0 2 Vinyl 44 Window 15.0 2 Vinyl 45 Window 6.0 2 Vinyl 46 Window 15.0 2 Vinyl 47 Window 6.0 2 Vinyl FENESTRATION SURFACES Vent SC SC Interior Open U- Act Glass Int Shading/ Type value Azm Tlt Only Shade Description Fixed 0.520 225 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 315 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Slider 0.520 45 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Slider 0.520 45 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Fixed 0.520 45 90 0.88 0.78 Drapes.Std Slider 0.520 135 90 0.88 0.78 Drapes.Std Fixed 0.520 135 90 0.88 0.78 Drapes.Std Slider 0.520 135 90 0.88 0.78 Drapes.Std Fixed 0.520 135 90 0.88 0.78 Drapes.Std THERMAL MASS Area Thick Heat Conduct Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 264 3.5 28.0 ' 0.98 R-0.0 Exposed System Type HOUSE Furnace ACSplit Tank Type 1 Storage HVAC SYSTEMS Minimum Duct Efficiency Location 0.900 AFUE Crawlspace 12..00 SEER Crawlspace WATER HEATING SYSTEMS Duct Duct` R -value Efficiency R-4.2 0.880 R-4.2 0.910 Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0.60 40 R-12 SPECIAL FEATURES/REMARKS 1. Revised energy calcs. for existing permit, pre July 1999. •CONSTRUCTION ASSEMBLY Page 8 3R Prosect Title 7na f T.inri i Rni ccr= /I MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -FORM 3R User#-MP1829 User -EH Run -Landscape Parallel Path Method Reference Name W.19.2X6.16 Description Wall R-19 2x6 16oc Type ............ Wall R -Value 1:7.8 Hr-sf-F/Btu Framing Material FIR.2X6 Type ......... Wood Description ..,2x6 fir Spacing.:..... 16 inches on center Framing Frac.'. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX . Exterior air film: winter value. 0.17 0.17 1. STUCCO.0.88 0.875 in stucco (-M nzua,L_� 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45. 0.45 I.. FILM.IN.WLL Inside air film: heat sideways 0.68` 0.68 Total UnadjustedR-Values .. 19.34 6.98 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total. U -Value: (1 / 19.34 x 0.85) + (1 / 6.98 x'0.15) = 0.065'Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu •CONSTRUCTION ASSEMBLY Page 9 3R Parallel Path Method Reference Name FC.19.2X6.16 Description Floor Crwl R-19 2x6 16oc Type ........... Floor R -Value ......... 19 Hr-sf-F/Btu Framing Material ..... FIR. 2X6 (orz Type ......... wood Description .. 2x6 fir Spacing 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of ventedcrawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 2f. FIR.2X6 2x6 fir �a2. tc;ZuAL'> -- 5.45 3. PLY.0.63 0.625 in plood 0.78 0.78 4. CARPET Caripet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 28.95 15.39 FRAMING ADJUSTMENT CALCULATION• Cavity Framing Total U -Value: (1 / 28.95 x 0.90) + (1 / 15.39 x 0.10) = 0.038 Btu/hr-sf-F Total .R-Value: 1 / 0.038 = 26.61 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 10 3R- Prol ect Title _ _ _ _ _ _ _ Jna t, T.i nrla Ani cca n- 4- MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -FORM 3R User#-MP1829 User -EH Run -Landscape Parallel Path Method Reference Name . R.38.2X12.16 Description .... Roof R-38 2x12 16oc Type Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material .. FIR.2X12 Type wood .Description ...2x12 fir Spacing :..... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX. Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62. 0.62 4c. AIR.RF.0.75 0.75 in (approx) air space: heat flow up 0.75' -- 4f. FIR.2X12 2x12 fir -- 11.14 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00!- -- 6. GYP.0.50 0.50 in gypsum or plaster board 0.45.' 0.45 I: FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.10. 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btu/hr-sf-F' Total R -Value: 1 / 0.029 = 34.12 hr-sf-F/Btu v HVAC SIZING Page 11 HVAC Project'Title.......... Joe & Linda Boisse Date........ 09/13/99 Project Address........ 6800 Lakefront Drive ******* Magelia, CA. 95954 *v4.50* Documentation Author... Wayne Dailey BUliding ermi P.O. Box 5771 Pian check / D_aE—e Oroville, CA 95966 530-342-5669 ieCheck/ a e Climate Zone. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -99009 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1829 User -EH Run -Landscape GENERAL INFORMATION Floor Area. .............. Volume. ............ Front Orientation.......... Sizing Location............ Latitude... ... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Desi.gn...... Summer Inside Design....... Summer Range .............. Interior Shading Used...... Exterior Shading'Used...... Overhang shading Used...... Latent Load Fraction....... 3199 sf 33600 cf: Front Facing 225 deg (SW) PARADISE 39.8 degrees. 30 F 70 F 99 F 78 F 34 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Description Heating(Btuh) Opaque Conduction -and Solar...... 15474 Glazing Conduction ............... 12902 Glazing Solar.... .............. n/a Infiltration.... ....... 19112 Internal Gain .................... n/a Ducts ............................ 4749 Sensible Load. 52237 Latent Load .......:..... n/a Cooling (Btuh) 6,386 6774 22196 5766 2550 2184 45856 9171 Minimum Total Load 52237 55027 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) * School District S Building Department No. A.P. Numbery �'0 Z;p YJfrisdiction: � City County Property Owner — lase Ohf� QQ � 53 Property Location/Address Subdivision Lot No. �. 99Residential Development l r l Sq. Footage No of Living Mobile Home I .Additions— 'Supplemental to (Group R) Units Installation I Conversion Permit # e 1:..i.,(N..._..... o. foundatiop, i Commercial/Industrial Sq. Footage I New Addition .(Including Exterior Roofed Aieas) _ Building Department Representative Date moor rians revieweD Dy acnooi uisinci rersonnei► District Identification No. School Dist certifies that 1" J .;1 (City) t i r has complied with the requirements of Resolution Not 3 representing / square feet School District Representative V Paid by Check # Remarks: (State) (Applicant) - (Phone Number) S-rZ (zip code) , by payment of .$ 61-141,07 AB 2926 S � FULL MITIGATION , _ .- . S Date Notice: You may protest the imposition of the fees identified above by submitting a- written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. „ If, subsequent to -the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Districi is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAL this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis 1101981dmm LAND DEVELOPMENT OROVILLE RICO �> b BUILDING / ENVIRONM T LTH - PERMIT CLEARANCE Building Permit No.OWNE1 `7 ME RS N S S NUMBER � OSS — O 76 PRINT LAST NAME FIRST ADDRESS / LOCATION: Lor 7 6A&tvA/J COUNTY ZONING + _ , DESIGNATION: S 1�[ p FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRI R TO APPROVAL PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPUES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO. COMMENTSICONDITIONS: MAP INFORMATION: DATE OF RECORDING: 3 Z % /6 1 LOT �U BOOK 112- PAGE 9 3 COMPLIANCE WITH OLD S DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS A - PAGE 23): YES ' NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to' B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.. 'CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING OMS/0N UNLESS OTHERWISE NOTED. x1. Maintain a 50 R building setback from centerline of road. X2. Maintain a ft. building setback from riglu.olweyleer+terline r42r4 D I Sie —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 fL teachfield setback from all e)asting wells. r X5. Maintain a 200 ft. leachfield setback from P ±&7=AA S E I �-1 G • T) 6. Pay water tender fees in the amount of $ to Battalion Number �7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Conned to a public water supply. —9. Conned to a public sewer system. of the Butte County Fire Department. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the Natiory E Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, 9 - parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of t 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish 8 Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of t as stated in the Mitigation Fee Agreement Payment to be made too the Planning Division. Orovilb Area Treftic Y►n _ 15. All new residential buildings shall be wed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes WW be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Bunding Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facif "shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and flrepleoe inserts shat be EPA approved and designed to meet the emission requirements of the Calif mia Clean Air Act of 1988 as amended. _ 20. If any cultural rssmsms are encountered durfn9 ground ftWri*r9 awes' a9 worts aha/ cease In the area of the find pending This person would then be able to assess the sibs significance and examination of the site by a professional archaeologist suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AI 31j j018 1O,1JN1(10 3 b"1 bbgZ0933 a31\1333b LD 6/98 FORMS\BLDG PERMIT CLEARANCE AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 999—®10106 1 92 Recorded Official Records CoBnTTE f CANDACEUJJ. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:07PM 11 -Feb -1999 REC FEE 16.00 CONFORM .00 Fay Page 1 of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or, discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: I Date: 8 hl' ' PROPERTY OWNERS: State of California County ofs aha) ) before me, / . /V/ ll&,r personally appeared &,1;V1(Gt_, U/_fib <:4' ` JU_-.>( Into (or proved to me on the basis of satisfactory pev*dernce) to within instrument acknowle d to me thathe/she/ecutei that by his/her/ eir ignatu (s on the instrument, tsonLs executed th6`1 trument. VIM WITNESS y�hand and offlrial seal. �A. 1�1 i Signatul Seal: s__-___ A.P.r 065--05-0- OV6 V r L- - i J�-C� .pe -set ie the perso (s) vhose an (s`)is 'are subscribed to the the same in ns/her/ eir ut horized capacity, and the entity upon be alf of which the persoi'nes ,ted, L. NITTLER COMM.1121991 NOTARY Pt m - avimm a SANTA WM COQMY r•+ Aly Comm. Expires JAN. 15, 2001 Y NOTE TO RECORDER: DO NOT RECY)RD THIS SIDE :AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT A.A. - I Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property oxners must sign in the presence of a Notary'Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - I st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) -ORDER NO. BU -167249-2 DD DESCRIPTION ` THE LAND REFERRED TO- THIS p,ND'REPORT DESCRIBED AS FOLLOWS.STATE OF CALIFORNIA, COUNTY OF BUTTE, R PARCEL I• LOT 81 AS SHOWN ON THAT CERTAIN -MAP ENTITLED, "MANTHEI ..SUBDIVISION", WHICH'-MAP'WAS RECORDED IN'THE OFFICE OF THE RECORDER -OF THE -COUNTY OF BUTTE,, STATE --OF CALIFORNIA,, ON MARCH 27, 1989, IN BOOK 112 ' OF'.' MAPS,- AT -'PAGE (S) - 93 • AND 94. ADDITIONAL MAP SHEET'RECORDED-'MARCH 27, 1989, -UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 89-10495. PARCEL II: A -60 FOOT NON-EXCLUSIVE ROAD AND .PUBLIC .UTILITY- EASEMENT OVER LAKEVISTA DRIVE - AND -LAKE FRONT'DRIVE', AS; SHOWN -t ON THAT. CERTAIN MAP. ENTITLED, "MANTHE.1- SUBDIVISION",_WHICH MAP WAS RECORDED IN THE OFFICE -OF THE RECORDER OF THE COUNTY OF BUTTE, STATE -OF CALIFORNIA, ON MARCH 27, 1989, IN BOOK.'112 OF MAPS, AT PAGE(S) 93 AND 94. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III:, THOSE CERTAIN 15 FOOT DRAINAGE EASEMENTS OVER LOTS 3 AND 7, AS SAID EASEMENTS ARE SHOWN., ON THAT CERTAIN MAP ENTITLED, "MANTHEI SUBDIVIS-ION- r WHICH_ MAP- WAS_ RECORDED IN THE OFFICE OF THE RECORDER OF COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 27,'1989, IN -BOOK 112 OF MAPS, AT PAGE(S) 9.3 AND 94. PARCEL IV• A NON-EXCLUSIVE EASEMENT FOR'ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP .OF LAND 30.00 FEET IN WIDTH, LYING NORTHERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 7; TOWNSHIP 23 NORTH, RANGE 4 EAST, M.D.B. & M.; THENCE SOUTH 0 DEG. 55' 36" EAST ALONG THE WEST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 7 -FOR 974.78 FEET TO, THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO BARBARA'JEAN-ELIASON RECORDED UNDER RECORDER'S SERIAL NO. TH INCALIFORNIA,OF BUTTE RUE POINT OF BEGINNING FOR THE LINE HEREINDESO DESCRIBED; BEING THE.TRUE T BEING ORDER NO. BU -167249-2 DD, DESCRIPTION -.CONTINUED PARCEL IV - CONTINUED c. THENCE FROM SAID TRUE POINT OF BEGINNING,. NORTH. 87 DEG. 51' 44". EAST, PARALLEL TO THE NORTH LINE OF SAID SOUTHWEST QUARTER OF SAID SECTION 7, FOR 778...39 FEET TO THE CENTERLINE OF 'NORTH LAKE ROAD AND THE END OF SAID -DESCRIBED LINE 1'tiE SIDELINES OF THE ABOVE DESCRIBED -STRIP 'OF LAND ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT PROPERTY LINES.. L BUILDING PERMIT SITE PLAN CHECKLIST t APN: Building Permit No.: C fR Proposed Use: SFD O MH U Res. AccessoryO Ag. Bldg. O Commercial O Industrial O Other: Zone District: ►tel _ General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Pennit: Accessory Bldg. Use: Parcel Created B MaP? No: Yes: � Book/Page"2q 8 Map Conditions? No: Yes: , See reverse side G, 'S A Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side Side, street Rear O Height A Parcel in Land Conservation Agreement? No: Yes: , Check Use Parcel in North Chico Specific Plan? No: X Yes: , Check NCSP Zoning Parcel in Floodplain? No: ->c� Yes: , Zone: Panel No.: O LC -,OI — Ozi 00.c— Parcel 0c— Parcel in Enterprise Zone? No: _?� Yes: - , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other: _ Landscaping Requirements: OK as shown Other Comments: Reviewed By:Date: �� g CHECK • •NS WHICH APPLY TO PARCEL ALI, FEES TO BE PA ID To TEE BUJLDLVGII/ UNLESS/ r i / 1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish dt Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. x 12: 2c�0 AT QLDG . S E i �Q �U1L . - '���.r� ice. 1 1� , l� e2 -T- ) _13. L1� . 14 KABLDGCf14.FR.1 , March 1, 1999 FIRST CHECK - County of Butte Appl. No. xxx LP2A 9901'5:001 Mr. Michael Vieira Chief Building Official County of Butte 7 County Center Dr: Oroville, CA 95965-3397 f ' Phone (530) 538-7541 Fax (530) 538-2140 Re: Plan Review: SFD/Boisse Residence(Log Home) 6800 Lakefront Drive Dear Mr. Vie'ra: Linhart Petersen" Powers Associates.(LPZA) has completed a structural review of the following documents: -1. Plans: One ,(1) set of plan sheets 1 A through D3, title sheet dated December 29, 1998, 1 Y by Nevada City 'Engiri6e'hng, Site Plan dated December 1998, by Mark Risso. fr 2. Energy Calculations: One (1) set dated December'24, 1998, by Energy Calculation 'Services. 3. Structural Calculations: One (1) set'dated December 20, 1998; by Nevada City ' Engineering, Inca We'have reviewed the above documents for structural conformance to the 1995 edition of the , Caiifornia Building Code (i.e., State amended 1994 UBC). Our comments are on the attached list, numbered according to the first plan review.' Enclosed are the above reference_documents. Please•sufjmit an itemized response letter "and two (2) sets of revised documents with. all revisions clouded. Let us know if you have any auestions.' Thank you. Sincerely, - LIN T PETERSEN POWERS ASSOCIATES - E drie Ramirez, P.E. Alan R. Klee / I.C.B.O. Plans Examiner ` Plans Examiner Senior Plan Check Engineer EIT XE100550 . ECEE r ` Enclosures. MAR 0 4 1999 � ; � r LINHART PETERSEN POWERS ASSOCIATES ' ' 7447 Antelope Road Suite 103 Citrus Heights, CA 95621 BUTTE COUNTY P g � , BUILD,TNC, DIVISION (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 Mt. Ext ended- Page. 1 1, --'C.99TIFICATE OF COMPLIANCE: RESIDENTIAL, Page 1 �Ct Title.......... The ,Boisse Residence Date..'...'... 0.4,r_9,2. "bt.. Address ........ AP# 065-050-046 Magalia *v4..50* 77 l ientation Author. Marty Runfiells Buildl Pe!!;� Energy Calculation Services 4 1907 mangrove Avenue, Suite D an ck Chico, CA 95926 "K 916-894-8466 Field CliecV.-Ij.-it :- .:Zone.. ........ 11 5-0— ce Method ....... MICROPAS4 v4.50 for 1995 Standards by Enercomp,.: CROPAS4 v4.50 File -98237S2 Wth-CTZ11S92 Program -FORM CF -1R 7#-MP1333 User -Energy Calculation Servic Run -3199 SF"Log Home.-* t GENERAL INFORMATION Conditioned Floor Area..... Building Type ................ Construction Type ......... Building Front Orientation. Number.of Dwelling Units... Number of Stories:... ...... Floor Construction -Type.... Glazing Percentage. .... Averitge Glazing U -value .... 3199 sf Single Family Detached -New Front,Facing 225 deg (SW) 2 Raised Floor 19.8 % of floor aflM RM 0.6 RDD A-9 imn: rISJN t5bTKA"I'l UN # of -interior Area U_ Pan- Shading/ =FM (st) Value es Description Front (SW) 87.0 0.600 2 Drapes.Std Front (SW) 20.0.0.650 2 Drapes.Std (SW). 54.0 0.600 2 Drapes.Std _Front (SW) 3*0.0 0.570 2 Drapes.Std 0 _=-=Left" . (NW) 60.0'0.600 2 Drapes.Std -:Left (NW) 51.0 0.570 2 Drapes.Std Left (M)_ 20.0 0.650 2 Drapes.Std (NE)v30-.0 0.600 2 Drapes .Std ---.-.Back (NE)_ L \18.0 0.650 2. Drapes.Std Back (NE) -40.0 0.650 2 Drapes.Std ":-Back (NE) 120.0 o.600 2 Drapes.Std -Back (NE) X18.0 0.650 2 Drapes.Std .4aack (NE) '-3.0 - 0 0.570 2 Drapes..Std 1 Right-(-SE-)– 473-0 0.600 2 Drapes .Gtd 0 BUILDING SHELL INSULATION Exterior Frame Cavity None Assembly Sheathing Insul. Type R -value R -value R -value U -value Location/Comment" None R-n/a R-n/a R -0E 0.122 FRONT, LEFT, BACK=.*' None Yes X t None None .rto 'None RIGHT Wood R-17.8 R-0 R-17.8 0.061 TO GARAGE n/a R-0 R-n/a R-0 0.330 TO GARAGE '-' -, n/a R-19. R-n/a R-19. 0.037 RAISED FLOOR n/a R-19 R-n/a R-19 0.049:ABOVE GARAGE ABOVE BASEMENT.: n/a R-22 R-n/a. R-22 0.041 VAULTED rISJN t5bTKA"I'l UN # of -interior Area U_ Pan- Shading/ =FM (st) Value es Description Front (SW) 87.0 0.600 2 Drapes.Std Front (SW) 20.0.0.650 2 Drapes.Std (SW). 54.0 0.600 2 Drapes.Std _Front (SW) 3*0.0 0.570 2 Drapes.Std 0 _=-=Left" . (NW) 60.0'0.600 2 Drapes.Std -:Left (NW) 51.0 0.570 2 Drapes.Std Left (M)_ 20.0 0.650 2 Drapes.Std (NE)v30-.0 0.600 2 Drapes .Std ---.-.Back (NE)_ L \18.0 0.650 2. Drapes.Std Back (NE) -40.0 0.650 2 Drapes.Std ":-Back (NE) 120.0 o.600 2 Drapes.Std -Back (NE) X18.0 0.650 2 Drapes.Std .4aack (NE) '-3.0 - 0 0.570 2 Drapes..Std 1 Right-(-SE-)– 473-0 0.600 2 Drapes .Gtd 0 Over-.' Exterior hang/ ;.FY Shading None Yes Wat None Yes .None None ,None None%_Wbt None None Xbt None None ' :Wb i None None 'Vbt None- Yes %Wo i None Yes X t None None .rto 'None None moc None IJ None :01. None None. .Wlb5 Nolic None.W 04-02-1999 10:22AM FROM-E.C.S. -Chico California TO 101081119167258242 P.02 .CERTIFICATE OF COMPLIANCE: RESIDENTIAL., Page 2 CF-lR .Project Title........:.`The BoiBse Residence Date.. .... 04%0.2/99 MICROPAS4.v4.50 -File-98237S2 Wth-CTZ11S92_ Program -FORM CF -1R User#-MP1333 User-Energy,Calculatidn Servic" Run -'3199 SF Log'Home PRNBSTRATION #p of Interior Over - Area U Pan- Shading/•, Exterior hang/ Framing Orientation (ef), Value 'es Description,. Shading Fins Type, :Window.- Right (SE) 12.0 0.570 2 Drapes.Std., None None Wood-=-•=•-- •- • J THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments ExteriorVert Yes •2187 6.0. LOG WALLS InteriorHorz -- Yes -331 1.0. COUNTERTOPS _-Interiorvert Yes 72 1.0 SHOWER ENCLOSURE Number 1 HVAC SYSTEMS i in Minimum IAs Duct Duct Thermostat_, - .... Equipment Type + Efficiency Location R -value Type Furnace- 0.800 AFUE Crawlspace R-4.2 Setback AirCond 10.00 SEER Crawlspace R-4.2 Setback = WATER HEATING SYSTEMS _-- —_— Number Tank rsj6. —__ --_ in Energy Size IAs -- a Heater Type Distribution .Type ,System Factor (gal) . F -.__: := Gas Standard 1 .60 EF 50 ,R-{# -- _— - - • SPECIAL FEATURES/REMARKS ' M i i t• t• f 1' ' •04-02-1999 '10:22AM FROM E.C.S.'-Chico, California TO 101081119167258242 P.03 CERTIFICATE OF COMPT,,IANCE: RESIDENTIAL Page•3 GR -n I.R. : .Project Title.......... The •Boisse Residence Date......... 04/,02'/.99' MICROPAS4 v4.50 File -9823782 Wth-CTZllS92 Program -FORM CF -1R User#-MP1333 User-Energy,Calculation Servic Run -3199 SF Log Home COMPLIANCE STATEMENT - •This certificate of compliance lista the building features and performance •specifications needed to comply with Title-.24,.Parts 1 and 6 of the -- California Code of Regulations, and the administrative regulations =went them. This certificate has been signed by the.. individual with'. =_•vll design -responsibility. When•thi.s certificate of compliance. -is:...- =. _=:fitted for a- single building plan to be built in multiple orientations,.*,. --• --- g--- ading feature that -is varied is indicated in the Special Feat�fi, -- --:section. _------:: DESIGNER or. OWNER DOCUMENTATION AUTHOR -_ :.Joe & Linda • Boise Name . _ . Marty Runnell s _ _._ --- =Owner Company. Energy Calculation Serv' =4 ..13 Cloud Court Address. 1907 Mangrove Avenue,.'Su= Chico, -CA 95928 Chico, CA ,' 95926 (530) 343-9884 Phone... 916-894-8466 • Signed..or �Wate _.__ ENFORCEMENT AGENCY -'7 04-02-1999 10:23AM FROWE.C.S. -Chico California TO 101081119167258242 P.04 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1.R .Project Title.......... The Boisse Residence Date........ 04/02/99 :Rroject Address........ AP# 065-050-046 Magalia *v4.50* Documentation Author... Marty Runnells ******* Energy Calculation Services - -- 1907 Mangrove Avenue, Suite_ D Chico, CA 95926 916-894-8466 Cl' t Z n 11 ima e o e...... ... 'Compliance Method..:... MICROPAS4 v4.50 for 1995 Standards by Enercomp,'Inc. MICROPAS4 v4.•50 File -98237S2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -3199 SF, Log Home Lo' wr se residential buildings subject to the Standards must contain, these regardless of the compliance approach used. ' Items marked, .-with _•aI_- _*..) may be superseded by more stringent compliance requiremer�- =_ tvificate of Compliance. When this checklist is incorporatee�'" OCuments, the features noted.shall be considered by all p r = ihimum component performance specifications for the mandatory.= .ft hev are shown elsewhere in the documents or on'this checklistlf--cam - ---= BUILDING . ENVELOPE MEASURES Design -.,.E.115 7_5 er _`c ="Minimum' R-19 ceilinq insulation.. ✓ ' == -== ='-=- -nose fill insulation manufacturers labeled R -Value. _- R-13 wall insulation in framed walls -=rte= -- - cst apply to exterior mass walls) `�---_s-� _minimum R-13 raised floor insulation in framed floors;.:, — •=R-8 in concrete raised floors.' lab edge insulation - water absorption rate no greater -1, water vapor transmission rate no greater than 2.0 =.E=B3FmM ulation specified or installed meets CBC 'quality =-- -- :s . Indicate type and form. ✓: ---- !Fenestration Products, Exterior Doors and Infiltration/- _- - -.ration controls = _ =_ hr's and windows between conditioned and unconditioned - _ __- --- -Vers, designed to limit air leakage. =_ _^tfactured fenestration products have label with- _ified U -value, and infiltration -certification. =- -__ doors and windows weathers tripped; all joints ----s`penetrations caulked and sealed.y_-- vapor barriers mandatory in Climate Zones 14 'and 16 '. •=- _ HIM.Y'-Special infiltration barrier installed to comply -with ti .I meets CEC quality standards. -_ -- installation of Fireplaces, Decorative Gas Appliances _.logs =_ --- - - ---onry and factory -built fireplaces have: _ - �- closeable metal or glass door _---- '-outside air intake with damper and control damper and control -_---_'_ 'continuous burning gas pilots allowed. ✓-= 0402-1999 10:24AM FROM-E.C.S. -thico, California TO 101081119167258242 P.05 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MP; --IR Ar"_06i4ct Title.......... The BoisSe Residence Date........ 04/02/9*.9' MICROPAS4 V4.50 File -98237S2 Wth-CTZ11S92 Program -FORM MF -1R Vser#-MP1333 User -Energy Calculation Setvic Run -3199 SF Log Home SPACE CONDITIONING, WATER HEATING AND PLUMBING -SYSTEM MEASURES De:jign- -:110 713: HVAC equipment, water heaters, showerh6ads and faucets .certified by the CSC. :.150.(1): Setback thermostat, onall applicable heating systems. .X5.0.(j)1:. Pipe and Tank insulation Indirect hot water'tanks (e.g., unfired storage tanks or - backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 ,r -eater) 5 feet of.p ipes closest to water heater tank, non- ---M�Irculatinq systems, insulated (R-4 or greater). or exposed piping insulated in recirculating i., ions of hot water system. dingsystem piping below 55 degrees insulated. _:. insulated between heating source and indirect tank. -Ducts-and Fans is s constructed, installed and sealed to comply with UMC t -fins 1002 and 1004,; ducts insulated to a minimum -stalled value of R-4.2 or ducts enclosed entirely within K-tioned space. M -fan systems have backdraft or automatic dampers. e ust gv-ity ventilating systems serving conditioned space have I cr automatic or readily accessible, manually put ated dampers. -1 and Spa Heating Systems and EquipTfient is certified with 78%- thermal efficiency, on-off weatherproof operating -instructions, no electric Xstance heating and no pilot light. M-3-90,01'em installed with: --; least st 36 inches pipe between filter and heater for le ture solar heating. for outdoor pools or outdoor spa. -system has directional inlets and a circulation time switch. central furnace, pool heater, spa heater.or --fim-ld cooking appliance have. no continuously burning _:light (Exception: Non -electrical. -cooking appliance __31ot < 150 Btu/hr.) LIGHTING MEASURES .-...'4-0 lumens/watt or greater for general lighting ng in . 44Z and rooms with water closetsi-and.recessed. ceiling �9'2=01 -.5 IC (insulation cover) approved. Enforce- ment er 04-02-1999 10:24AM FROM E.C.S. -Chico, California TO. 101081119167258242 P.06 COMPUTER METHOD SUMMARY' Page 1 .Project Title ........... 'The Boisse Residence Date ........ .04/02/99, Project Address ......... AP4 065-050-046. Magalia *v4.50* --Documentation Author... Marty kunnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan C eck Date' _ Chico, CA 95926 916-894-8466Field ec ate. .AEl.iftiatO Zone ........... 111 .Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomr),'Ine.. MICROPAS4 v4.50 File -9823752 Wth-CTZ11S92 Program -FORM C -2R• User#-MP1333. User -Energy Calculation Servic Run -3199 SF Log Home MICROPAS4 ENERGY USE SUMMARY Energy Use _-: -(kHtu/sf-yr) Space Heating. ....... =Space Cooling......:... %Water Heating:......... .Standard Proposed Design Design 14.41 16.96 12.51 10.06 8.17 7.84 ': Total 35.09 34.86 0.23 *** Building complies with Computer Performance *** -- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... umber of Building Stories. eather Data Type........... loor Construction Type.... umber of Building Zones... onditioned Volume......... ootprint Area ............. round Floor Area.......... lab -On -Grade Area......... lazing Percentage......... verage Glazing U -value.... verage Ceiling Height..... 3199 sf Single Family -Detached New Front_ Facing 225 deg -(SW) 1 2 ReducedYear Raised Floor 1 35439 cf 2656 sf 969 sf 0 sf 19.8 % of floor area 0.6 Btu/lir-s£-F 11.1 ft BUILDING ZONE INFORMATION Floor # of Vent Area Volume Dwell Cond- Thermostat Height (sf) (cf) Units itioned Type (ft) 3199 35439 1.00• Yes Setback 8 .*0 Compliance Margin -2.55 2.45 0.33 ': Total 35.09 34.86 0.23 *** Building complies with Computer Performance *** -- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... umber of Building Stories. eather Data Type........... loor Construction Type.... umber of Building Zones... onditioned Volume......... ootprint Area ............. round Floor Area.......... lab -On -Grade Area......... lazing Percentage......... verage Glazing U -value.... verage Ceiling Height..... 3199 sf Single Family -Detached New Front_ Facing 225 deg -(SW) 1 2 ReducedYear Raised Floor 1 35439 cf 2656 sf 969 sf 0 sf 19.8 % of floor area 0.6 Btu/lir-s£-F 11.1 ft BUILDING ZONE INFORMATION Floor # of Vent Area Volume Dwell Cond- Thermostat Height (sf) (cf) Units itioned Type (ft) 3199 35439 1.00• Yes Setback 8 .*0 04-02-1999 10:25AM FROM E.C.S. -Chico. California ":'COMPUTER METHOD SUMMARY . rv7:ect Title ............ .The Boisse Residence TO 101081119167258242 Page 2 Date. .. MICROPAS4 v4.50 File -98237S2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Se'rvic Run -3199 SF Log Home ..Surface -U OUSE. .. -�s-�a 11 ..6 Door 7 Floor --.8- 'FloorExt ..9 FloorExt 1 n Rnof _. # of Area Pan- Frame (sf) es Type, Form 3 Location/.*...'':., Reference , . Comments " Open WALL.RI9.GAR TO GARAGE None TO GARAGE OPAQUE SURFACES Area U- Insul Act None Solar (sf) . value R-val -Azm Tilt Gains 254 0.061 17.8 135 90 No 18 0:330 0 135 90 No 969 0.037 19 n/a o' No 672 0.049 19 n/a 0 No. 1015 0.049 19 n/a 0 No 1437 0.041 22, 225 45 Yes 1365 0.041 22 45 45 Yes - 420 0.'041 22 315 45 Yes 420 0.'041 22 135 45 Yes ert,(Thermal Mass) 45 15.0 2 644 0.122 0 225 90 Yes 493 . 0.122 0 315 90 Yes 576 0:122' 0 45 90 Yes 475 0.122 0 135 90 Yes # of Area Pan- Frame (sf) es Type, Form 3 Location/.*...'':., Reference , . Comments " Open WALL.RI9.GAR TO GARAGE None TO GARAGE None RAISED FLOOR' None ABOVE' GARAGE None ABOVE BASEMENT' None VAULTED ..__ .� None VAULTED. _ =: -= - =_ -� None - VAULTED, y z --_ None VAULTED --M-,-;' - None FRONT None- LEFT " =_ None BACK None RIGHT 24.0 2. FENESTRATION SURFACES Vent SC SC Inter Open U- Act Glass Int Shad1 Type- value Azm Tlt Only Shade Descr 6.0 2 Wood Hinged 0.600 225 36.0 2 Wood Slider 0.600 225 20.0 2 Wood Hinged 0.650 225 30'.0 2 Wood Hinged 0.600 225 45.0 2 Wood Hinged 0.600 225 24.0 2. Wood Hinged 0.600 225 30.0 2 Wood Fixed 0.576 225 60.0 2 Wood Hinged 0.600 315 27.0 2 Wood Fixed 0.570 315 20.0 2 Wood Hinged 0.650 315 24.0 2 Wood, Fixed 0'.570 315 15.0 2 Wood Hinged 0.600 45 18.0 2 Wood Hinged 0.650 45 15.0 2 Wood Hinged 0.600 •45 40.0 2 Wood Hinged 0.650 45 45.0 2 Wood Hinged 0.600 45 45.0 2 Wood Hinged 0.600 45 18.0 2 G1z<50t Hinged 0.650 �45 6.0 2 Wood Hinged 0.600 45 24.0 2 Wood Hinged 0.600 45 30.0 2 Wood Fixed 0.570 45 15.0 2 Wood Hinged 0.600 135 30.0 2 Wood Hinged 0.600 135 12.0 2 Wood. Fixed 0.570 135 90 0.88 0.78 Drapes:Y 90 0.88 0.78 Drapes. 90 0.88 0.78 -Drapes 90 0.88 0.78,Drape: 90 0.88 0.78 Drapes" 90 0.88 0.78 Drapeij�`< 90 0.880.78 Drape 90 0.88 0.78 Drapes::.: 90 0.88 0.78 Drapee.= 90 0.88 0.78 Drape.: 90 0.88 0.78 Drapes..: 90 0.88 0.78 Drapea.= 90 0.88 0.78 DrapeEN 90 0.88 0.78 Drape_. 90 0.88 0.78 Drape 90, 0.88 0.78 Drapes:-*. 90 0.88 0.78 Drape 90 0.88 0.78 Drapes-.= 90. 0.88 0.78 Drapes -2 90 0.88 0.78 Drapes 90 0:88 0.78 Drapeg=w 90 0.88 0:78 Draped - 90 0.88 0.78 Drapes:= 90 0:88 0.78 Drapes z..T=.Sai 04-02-1999 10:26AM FROM E.C.S. -Chico. California TO 101081119167258242 P.08 COMPUTER METHOD SUNDRY Page 3 Project Title.......... The Boisse Residence Date...... ..04/02/99- MICROPAS4 v4.50 File -98237S2 Wth7-CTZ11S92- Program -FORM C -2R User##-MP1333 User -Energy Calculation Seivic Run -3199 SF Log.Home -Su_rface HOUSE OVERHANGS AND SIDE FINS ._Window— Overhang Left Fin Right Fin--. Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth.Hght 1'Window Area 6.0 3 n/a 2 .5 n/a n/a n/a n/a n/a, n/a n/a n/a -.2 Window 36.0 4 n/a 10 .33 n/a-'n/a 6 0 n/a n/a n/a. n/a n/a .- n/a . 3'.Door (gal) R 20.0 6.67 3 10 4 3.5 26 n/a n/a n/a 26 8 .33 'S'Window 45.0 S n/a 2 0 n/a 'n/a n/a n/a n/a n/a n/a,.n/.a .12.Window 15.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a .--n/a 18.0 -6.67 n/a 2 0 n/a .n/a ' n/a- n/a n/a n/a ¢:...: 15.0 5 n/a' 2 0 n/a n/a n/a n/a n/a n/a .- -- THERMAL MASS = _torHorz 331 =:oxVert 72 _;'=System Type 1.0 24.0 0.67 R-0.0 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location COUNTERTOPS SHOWER ENCLOSURE- Duct Duct R -value EfficienC _ FTOUS E Area Thick Heat Conduct- Surface R-4.2 Fe =: (sf) (in) _Cap Cap i.vity R -value Location/Comments = - i = orVert 2187 6 0 11. 0 0 07 1D-0 LOG WALLS _torHorz 331 =:oxVert 72 _;'=System Type 1.0 24.0 0.67 R-0.0 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location COUNTERTOPS SHOWER ENCLOSURE- Duct Duct R -value EfficienC _ FTOUS E :Furnace 0.800 AFUE ,'Crawlspace R-4.2 0.880 :_- ArCond 10.00 SEER Crawlspace- R-4.2 0.910 WATER.HEATING'SYSTEMS = - i = - Number Tank Ei =- in Energy Size e-- Heater Type Distribution Type System Factor (gal) R ge .: Gas Standard' 1 .60 50' _ -- SPECIAL'FEATURES/REMARKS - 04-02-1999 10:27AM FROM E.C.S: -Chico California TO 101081119167258242 P.09 'CONSTRUCTION ASSEMBLY Page 1 Proj:'ect Title...... - .. The Boisse_Residence Date::...... 04/02%99 ..... .__. ._ _ _ r.7�L n�r.h •t •1 nl]'1 fl,.,,,,r�m-lirii�iv► •2R . " :T11l:AUf-iiLi� .:'. ��,�'�i���'=►ys-_r**rra—�a�nrrtsx-sx-z-e•�--e•++�n y+«�•.�,,.,.,—b , User#-MP1333 . User -Energy Calculation Sei-viu Run-31yy ce haTJ ==« Parallel.Path Method Reference Name WALL.R19`GAR • Description Wall R-19 To Garage 16oc - --;.; Type .....,...... Wall - R -Value ........ 17.8 Hr-sf-F/Btu Framing .. ., Tarn -!Yr. Sk.e.t-C.n or Construct-10ju LIST OF UUNS'1•KUUT1UN l:Utnrvivrlvia - . Material Cavity Frame' .... Name Description R -Value R -Value :. 0.. FILM.IN.WLL-Inside air film: heat sideways% 0.68 0.68 1...• •• GYP .0.63 0.625 in .Waum or plaster board 0.56- -0.56. 56. c; 2 .. BATT . R19 • R-19 batt insul (cavi.ty = 5.5 in) 17.80 :-2X6 2x6' f it — 50 0.50�in gypsum or plaster board - - f=.-IAT.WLL Inside air film: ,heat sideways 0.68MUM Total Unadjusted R -Values 20.17 NE�VADJUSTMENT CALCULATION - == Cavity Framing Total 20.17 x 0.85) ( / _ + 1 7.82 x 0.15) 0.061 Btu/hr-sf::--�=-_=�• ='fig -Value . 1 / 0.061 - 16.3 0 hr- s f - F/.Btu _. 04-02-1999 10: 2?AM y FROM E.C.S. -Chico,' Calif ornia TO 101081119167258242 P.10 HVAC SIZING Page 1 HVAC 'Pftd'ei::t Title., The Boisse Residence Date.... 04/02/99 Project Address........ AP# 065-0507046 Magalia. *v4.50* Documentation Author... Marty Runnells Building Permit # Energy. Calculation Services 1907 ' Mangrove Avenue, Suite D Plan Check / Date Chico, CA 95926 RT 916-894-8466 Field Chec Date climate Zone.... ...... 11 - -compliance Method.....: MICROPAS4 v4.50 for 1995.Standards by Enercomp, Inc. .-...MICROPAS4 V4.50 File -9823752 Wth -CTZ11S92 Program -HVAC SIZING, User#.-MP1333 User -Energy Calculation Servic Run -3199 SF Log Home GENERAL INFORMATION Floor Area........ ....... 3199 sf Volume..; ... ........... 35439..cf Front Orientation:......... Front Facing 225 deg Sizing Location ............ CHICO EXP STA, Latitude... ....... . 39.7 degrees Winter Outside Design...... 27 F Winter Inside DesiVn ....... 70 F Summer outside Design.. .,.; 102 F SummerInside Design... : ... 78 F Sumer Range................ 37-F Interior Shading Used ....... Yes Exterior Shading Used...... Yes Overhang Shading Used ....... Yes Latent Load Fraction....... 0.20 . HEATING AND COOLING LOAD SUMMARY Description Heating (Btuh) Opaque Conduction and Solar...... 23909 Slazing Conduction ............... 16474 Glazing Sola'r ...................... n/a Infiltration........... ........ 22410 Internal Gain...................n/a Ducts ............................. 6279 Sensible Load. ­................... Latent Load.... Minimum Total Load 69072 n/a: 69072 Cooling (Btuh) 13906 9195 16535 7364 2100 2455 51554 10311 61865 (SW) Lai -loads shown are only one of the criteria affecting the sel equipment. - Other relevantdesign factors such as air nts, outdoor, design teipperatuies, coil sizing, availabil-;'�: oversizing safety margin, etc., must also be considered.."• designer's responsibility to consider all, factors when sel: equipment. 04-02-1999 10:20AM FROM E.C.S. -Chico, California • C TO 101081119167258242 P.01 (Click hcrc and rA)c address) To: Mike Fax: 916 725 8242 From: Marry Runnells Qate: 04/02/99 Re: Boise Res. Pages:. CC: ❑ Urgent X For Ravlew O Please Comment O Please Reply O Please Recycl sed calculations follow. Coll .« .9(9fA I.Ih�nn�iin i FREESTANDING STOVE MODELS 1900 3100 3100 STEP 4300 4300 STEP. � TECHNICAL DATA Width { 26 3/4" 24 1/2" 24 5/8" 251/2" 26 1/2" Height with pedestal 29 3/4" 33 3/8" 36 1/8" 33 3/8" 37 11/16" t Height with legs 287/16" 315/8" 341/2" 313/8" 361/8" Depth 22 1/2" 26 3/8" 26 5/8" 28 3/8" 28 7/8" Flue 6" 6" 6" 6" 6" Minimum hearth requirements 42 3/4"W x 42 1/4"D 40 1/2"W x 45 7/8"D 40 5/8"W x 45 7/8"D 41 1/2"W x 48 1/8" 42 1/2"W x 48 1/8" Weight with pedestal r 350 lbs. 417 lbs. 462 lbs. 460 lbs. 503 lbs. Weight with legs t 352 lbs. 400 lbs. 445 lbs. 443 lbs. 486 lbs. PERFORMANCE Burn time (low)' 6-9 hours 8-12 hours 8-12 hours 8-12 hours 8-12 hours t Burn time (high)' 2-4 hours 3-5 hours 3-5 hours 3-5 hours 3-5 hours Heating capacity" 600-1300 sq. ft. 1200-2000 sq. ft. 1400-2200 sq. ft. 1800-2800 sq. ft 2000-3000 sq. ft. Firebox volume t 1.7 cu. ft. 2 cu. ft. 2 cu. ft. 2.4 cu. ft. 2.4 cu. ft. ' Maximum wood length 18" 18" 18" 20" 20" 1 FTU RANGE PER HOUR tt EPA test fuel 11,500-337000 11,900-43,200 11,900-43,200 11,900-39,900 11,900-39,900 1 Real world fuel` 8,000-44,000+ 10,000-54,000+ 10,000-54,000+ 101000-701000 10,000-70,000+ Average grams per hour 2.2 EPA certified 2.1 EPA certified 2.1 EPA certified 2.1 EPA certifie 2.1 EPA certified t 1 'Burn times and BTU output may vary, according to moisture content, type and size of wood, as well as chimney draftand air supply j "Heating capacity is approximate and based on 8 foot ceilings; it will vary with outdoor temperature and house construction. 1900 3100 3100 STEP 4300 4300 STEP Std. w/Top Std. w/Top Std. Std. w/Top w/Ext. S4 I MINIMUM CLEARANCES Shield Shield Shield Top Shield / I Single wall pipe (see note 1) A) Rear wall to pipe collar 20" 20" 14" 12" 12" 19" 19" 15" 19" B) Rear wall to stove back 16" 16" 12" 10" 10" 16" 16" 12" 16" C) Side wall to pipe collar 25" 25" 26" 24" 24" 32" 32" 24" 32" D) Side wall to stove side 15" 15" 18" 16" 16" 22" 22" 14" 22" E) Corner from pipe collar 22 191,18 161,1 611 21 181,18 18 fF) Corner from stove 12" 9" 10" 8" 8" 12" 9" 9" 9" Double wall pipe (see note 2) A) Rear wall to pipe collar I 11" 7" 12" 10" 10" 10" 10" 10" 10" B) Rear wall to stove back 9" 6" 10" 8" 8" 7" 7" 7" 7" C) Side wall to pipe collar i 20" 18" 26" 24" 24" 27" 27" 24" 27" D) Side wall to stove side 10" 8" 18" 16" 16" 17" 17" 14" 17" E) Corner from pipe collar 19" 13" 16" 14" 14" 18" 12" 12" 12" F) Corner from stove 9" 3" 8" 6" 6" 9" 3" 3" 3" Double wall pipe in alcove (see note 2, 3) j A) Rear wall to pipe collar 11" 7" 12" 10" 10" 10" 10" 10" 10" B) Rear wall to stove back 9" 6" 10" 8" 8" 7" 7" 7" 7" i C) Side wall to pipe collar 20" 18" 26" 24" 24" 27" 27" 24" 27" 1 D) Side wall to stove side 10" 8" 18" 16" 16" 17" 17" 14" 17" I E) Corner from pipe collar t 19" 13" N/A N/A N/A 18" 12" 12" 12" 1 F) Corner from stove 9" 3" 8" 6" 6" 9" 3" 3" 3" G) Minimum height above stove top 1 52" 44" 36" 36" 36" 52" 52" 38" 52" c Note 1: 6" diameter single wall, minimum 24 MSG black or blued steel connector pipe with a listed factory -built type or use with solid fuels, r a masonry chimney. ' Note 2: 6" diameter double wall insulated connector pipe with listed factory -built type HT chimney, or a masonry chimney. (Mobile home enting system m t be equipped with a rain cap and spark arrestor.) For installations with a preexisting class A chimney system, a listed stainless steel chimney liner sh ld be installed r the ed existing chimney examined by a chimney sweep for acceptable further use. i Note 3: Alcove specifications: Maximum depth of alcove shall be no more than 48". For additional alcove information and clearances, refer to combustibles above. Clearance G is the distance from the unit top to the alcove ceiling. q a A V AA — Fi A F - NOTE: Unit is approved for use with listed double wall air -insulated chimney connector or elbows. ^ Q Q Us/—eAD%� 1 REAR WALL ADJACENT WALL Floor protector must be noncombustible material or A equivalent, extending beneath stove and to the front/ B F J C E G 8 sides/rear as indicated. 3 O j W p STOVE sro STOVE NOTE: A 3/8" minimum thickness tile or equivalent is i L� STOVE in B 8 recommended but not required. 16 FRONT Operational extras (Freestanding wood stoves only): FLOOR PROTECTOR Outside air kits are available to enhance your stove's t operation. To Create Your Own Our stoves offer total creativity. Take any freestanding Quadra-Fire from a traditional wood stove look to a fashionable conversation piece. Choose from one of three door styles classic black cast iron, the grandeur of fully - plated 24 karat gold, or our bestselling classic cast door with a refined gold trim ring. All provide a rich, dramatic focal point for a full view of the flames. When closer clearances are desired, add a basic black top shield, systematically designed to reduce clearances as well as elevate performance and enhance appearance. The addition of a 24 karatgold- platedgrill to the top shield declares still another dimension. For a contemporary look our 1900, 3100 and 4300 can all be mounted on a pedestal. Add an ash removal system to any 3100 or 4300 model for added convenience. Three leg options provide the 1900, 3100 and 4300 a conservative to elegant footing. Our formed steel leg is perfect for moderate settings. For more discerning settings, our Queen Anne black cast leg is the preferred choice. And for those elegant settings, insist on our Queen Anne leg in fully plated 24 karat gold. When comfort counts, our powerful blower system is available for every Quadra-Fire model, taking these top performers to an even higher level. 4300 Series 07 Unquestionably the best freestanding wood heater in its class, the 4300 is an outstanding choice for larger home heating needs. Exceeding expectations in form and function, the 4300 features our patented dual draft control system, allowing breakthrough performance at all burn levels. This heavy-duty heater can heat sizable floor plans of up to 3,000 square feet. With EPA -certified emissions of 2.1 grams per hour, the 4300 is the cleanest -burning large wood stove of its kind available on the market today. At 2.4 cubic feet, the 4300's firebox rates among the roomiest available for easy loading and steady, overnight burns. Our self-cleaning glass system is simply the best, providing an uninterrupted view of the radiant flames. With a variety of style options, the Quadra-Fire 4300 is an incredibly versatile wood stove. The classic step top design of the 4300 Step adds both surface area and a convection chamber to an already exceptional stove. An array of choices in door and leg options are only a start; add an ash removal system or a blower at any time to enjoy both convenience and enhanced performance. 310 -)St --p Top, shown wdth..op!ional gold accent door and ash r moves' system with goki flame emblem and acc-nt stripes 43GC., shown with optiorud gold accent doer inl top shield wit.: gold front grill c. Mn, •Q. `� t�G. L �Lns J March 1, 1999 FIRST,CHECK = County of Butte Appl. No. xxx LPZA 99015.001. Page 2 Re: Occupancy Group(s): R -3/U-1 Type of Construction: VN' ' Stories: Two Building Area (sq. ft.): 3199 A. For.your convenience, the following comments are refereed to the 1995 California Building Code (i.e., 1994 ,UBC, et -al, as amended by the State of California) unless otherwise noted). - B. Please respond,,in writing. to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and, clear responses will expedite the re -check and J hopefully, approval of this.project. Thank you for your assistance. C. i Please be surf: to include on the resubmittai the engineer's, "wet"' stamp, signature, registration number and expiration date on all sheets of plans depicting structural designed elements and cover sheets of calculations. UBC 106.3.2 ARCHITECTURAL COMMENTS 1. Show the location of address numbers on building elevations which are clearly visible from the adjacent access street or road., UBC 502 2. Amend plans to specify that the 5/8" Type "X" gyp board on the underside of the second floor over garage (which separates garage from living area above) is applied to joists spaced at a maximum 16" o.c..or reference the one-hour listing on the plans for the assembly currently shown which has wood joists/trusses spaced at 19.2" o.c., UBC 302.4 Exc. #3, 703.2 3. Provide protection of columns which may be exposed to damage from moving vehicles in an approved manner (26 GA. sheet metal up to 3 feet)., UBC 704.2.1 4., Specify 1-3/8 inch minimum, solid, core or 20 -minute rated door with self -closure at separation wall between garage and residence., UBC 302.4 Ex. 3 5. Amend plans. for shower and tub/shower walls to specify a smooth, hard; nonabsorbent surface (e.g., ceramic tile) over a moisture resistant underlayment (e.g., w.r. gyp) to a + height of 70 inches above the drain inlet., UBC 807.1.3 6. Please double-check the window schedule to make sure it corresponds' with the floor plans. It appears that the W7 windows don't match the windows on the exterior elevations. The scheduleshows that the windows require a 9'-5" X 4'-5" opening but the vertical opening in the logs is only 3'-9". This makes these windows insufficient for means of egress. 7. Amend windows to provide minimum required means of emergency escape from ' _. basement and bedrooms. Specify that the escape opening has a minimum net clear opening of 5.7 square feet; minimum net clear opening height of 24 inches; and minimum net clear opening width of 20 inches. Further,, specify such windows have sill heights not t 5 March 1, 1999 FIRST CHECK - County of Butte Appl. No. xxx LP2A 99015.001 Page 3 more than 44 inches above the floor and opens directly to street, public alley, yard or exit county. Basement. Master Bedroom, Bunk Rooln, UBC 310.4 8. Amend plans to specify type and size of natural light source ( window, skylight) with an area of not less than 1/10 of the .floor area with a minimum of 10 square feet in the following rooms: 'Bunk Room, Loft. Library — Due ' to uncertainty surrounding WT - fenestrations., UBC 1203.2 , 9. Amend plans to specify type and openable size of natural ventilation by means of an opening (window, openable skylight) with an area of not less than 1/20 of the floor area with a minimum of 5 square feet in the following rooms:: Bunk Room, Loft. Library — Due to uncertainty surrounding W7 fenestrations.,. UBC 1203.3 10. Specify a mechanical ventilation system capable of providing five air changes per hour in the following rooms: All Bathrooms and Laundr� Room,., UBC 1203.3 11. Specify 110V smoke detector(s), with battery backup., UBC 310.9.1 , 12. Specify guardrail(s) at floor (walking surface) location(s) which are more than 30 inch above grade. Specify a minimum height of 36 inch with intermediate rails spaced such that a sphere 4 inch in diameter cannot pass through., UBC 509.1 i 13. Specify pressure treatment for wood,in contact with the earth or embedded in concrete or masonry., UBC 2317.2 14. Amend plans to specify concrete pedestal within .crawlspace projecting 6 inch minimum above exposed earth. Revise bottom of wood post to be at lease 1 inch above concrete or other paving where exposed to water splash., UBC 2317.5 15. Specify type, sizes and locations for crawl space cross -ventilation on foundation plan and/or elevations., UBC 2317.7 16. Amend,plans to specify roof covering material., UBC 1504, Table No. 15-A. 17. Amend floor plans to -show a minimum 36.inch deep landing outside all exterior -doors (not more than 8 inches lower than threshold for in -swinging doors, and not more than 1 inch lower than threshold for out -swinging doors)., UBC 1004.9 18. Specify maximum 3.5 -inch handrail projection into the required stair width. Note that stringers and other projections such as trim are limited to 1-1/2 inches on each side., , UBC 1006.2 19.- Specify rise and run of stairway on plan (8 -inch maximum rise and 9 -inch minimum run may be used for stairways serving an occupant load of less than 10)., UBC 1006.3 Ex.1 20. Specify handrails have a 1-1/2 - 2 inch grippable cross section, no sharp corners, height of 34 inches to 38 inches above nosing, extend continuously from top to bottom riser, and terminate at newel posts or return to walls., UBC 1006.9.1 a March 1, 1999 FIRST CHECK - County of Butte ADPL No. xxx ` LPZA 99015.001 . Page 4 21. Specify 5/8 -inch Type "x" gypboard at walls and soffit of enclosed usable space under stairs. It appears that there is a'closet under the'stairs so this would apply., UBC 1006.12 22. Specify make, model number, and I.C.B.O. Evaluation Report number (or other approved listing)}of wood stove on plans;, UBC'3102.5.1 23. Show dimensions for .wood stove and hearth extension at, side and front ,of firebox opening., UBC 3102.7.12 24. , Amend plans to specify chimney termination 2 -foot minimum above any part of the building or roof within 10 feet:; UBC Table 31-B 25. Specify a non-combustible hearth slab with non-combustible supports in front of wood stove., UBC 31.02.7.1:1 26. Specify doors and -panels of shower and bathtub enclosures and adjacent wall openings Within 60 inches above a standing surface and drain inlet shall be fully tempered, laminated safety glass or approved plastic.; UBC.2406.3 & 2406.4 27. Specify the use of rooms/space adjacent to,:Bunk Room which run along the perimeter of the 2"d,floor. MECHANICAL, PLUMBING AND ELECTRICAL COMMENTS: ..28. Specify showers and 'tub/showers are provided with pressure balance or thermostatic mixing valve controls., -UPC 410.7 , 29. Please show location of water heater and FAU on plans. Several of the comments in this plan check will be contingent upon the location of these units Specify whether the A/C serves as the furnace as well. 30. 'Specify all -air ducts penetrating separation wall or ceiling between garage and living area shall be 26 GA. minimum., UBC 302.4 Ex. 3 31. Specify water heaters'(generating a,glow, •spark, or flame capable of igniting flammable vapors) shall be installed 18" above -garage floor., UPC 510.1 32. Specify seismic anchorage of water heater to include anchors or straps at points within the upper and lower one-third of its vertical dimension`, the lower anchor/strap located to maintain a minimum distance of 4 inches above the controls., UPC 510.5 t .133. Specify method of protection for FAU and water heater in garage from vehicle impact (e.g., bollard)., •UMC 308.1 and UPC 510.3' ' " 34. Specify heating and cooling equipment (which generate a glow, flame, or spark) located in garage shall be installed such that the source of ignition is at least 18" above the floor., UMC 308.2 March 1; 1999 FIRST CHECK - County of Butte ~ - _ Appl. No. xxx LP2A 99015.001 Page 5 35. Provide sizes and net opening areas for high and low combustion air openings at FAU. enclosure., UMC 702 and 707- 36. Specify, smooth metal.duct for dryer, exhaust extending to outside with backdraft damper., UMC 504 and 908 ' 37'. Specify non -removable backflow prevention devices on all exterior hose bibs., UPC 603` 38. -. Specify pressure relief valve with drain to outside at water heaters., UPC 608 39... .Provide 30 inches minimum deep working space in front of furnace., UMC 305 40. Provide- 3 -inch minimum working space along each sides (with a total of at least 12 on both sides combined), back and top of furnace.,_ UMC 315.1.1 41. Specify concrete slab platform for furnace in crawl space. Slab shall extend 3 -inch minimum above grade., UMC -320.1.3 42. Specify 24 -inch minimum wide door to water heater compartment., UPC 51' 1 43. Specify size,of water closets to be maximum 1.6 gallons per flush., UPC 402.0 44. Locate electrical service panel on plans and show amperage size. Install per NEC,and PG&E electric and gas service'requirements "Green Book." 45. Specify GFCI protected outlets at the following locations: ~ A. Garage., NEC 210-8(a)2 B. Within 6 feet of sink or basin., Kitchen. Master Bath, Upstairs Bathroom, NEC 210-8(a)5 and 210-52(c) , 46. Provide receptacle outlets in the following locations: -A. At each kitchen and dining area counter space wider than 12 inches. Locate so that no point along the counter wall is over 24" from a receptacle. There area few. spots in the kitchen that this applies to — island, right countertop, NEC 211 0-52(c) T-24 ENERGY COMPLIANCE COMMENTS:' 47. e Specify glazing types and areas on plans. Please specify square footage and dimensions per window. As submitted,- plan checker is having difficulty checking square footage of windows and coordinating them with T-24 calculations. Specify size of W7 fenestrations. 48. Amend plans to specify fluorescent lighting in the kitchen and in bathrooms per Title 24 energy requirements, mandatory, measures., Cal ifornia. Energy Code Section 150(k) 1 and 2� y J ! March 1, 1999 FIRST CHECK - County of Butte . Appl. No. xxx' - LPZA 99015.001 - Page 6 -STRUCTURAL COMMENTS: 49. Provide calculations of Allowable Section modulus and Moment of Inertia of the Ridge Beam built up from 3 —'9.5 inch diameter logs. Page 2 of calculations. 50. Provide calculation of horizontal shear between adjacent log. Include detail of lag bolt ' - shear connection, showing lag bolt counter sinking and penetration into adjacent log. Page , 2 of calculations. 51. Amend plans. to include connection details of log truss (detail 4 sheet WD) as specified on pages 5 to 9 of the engineering calculations. 52. Amend plans. to -correlate with the engineering calculations, the calculations specify •9.5" round floor joist @- 34" o.c. over the kitchen/bedroom, the plans show 36" o.c. Sheet 5 of the plans, page 10 of the calculations. 53. Amend shear walls 4 and 5, gypsum wallboard may not be used in the same wall as other ` materials. UBC 2513.1 J 54. Provide span tables for BCI Floor Joists.used on the.main floor. Sheet 3 55. Provide retaining wall calculations for'basement walls: Sheet 8 56. Provide foundation calculations for continuous footings and spread footing supporting point . _ _Toads from roof and floor. beams, include areas'noted as thickened slab under bearing walls. Sheet 8' . 57. Specify on the plans main,floor and second floor decking material. Sheets 3 & 5 58. Provide calculations and details to justify maximum shear loads in wall line v1 of 733 PLF. Page 15 of calculations. 59. Provide overturning calculations for shear walls v1 through v6: Page 15 of"calculations: If you have any questions regarding, the above comments, please contact Alan Klee or Mike Bayless at (916) 725-4200 between,6:0U A.M. to S:OU P.M:, 140-F. J . • a March 4, 1999 Joseph L. Boisse 13 Cloud Court Chico, CA.95928 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Dear Mr. Boisse: Attached is a copy of the plan check items which need to be addressed. Please'respond accordingly. Linda Sexton Building Plan Checker PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name:Received By: l Date: A.P. #: S� d S-0, Permit #: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision 0 ❑ Requ ted by Building Inspector or Correction Notice -Inspector's Name: Requested By Plan's Examiner - Examiner's Name: ❑ Other: 2- Time: /� I e_lo If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the Revised Plan Check Fee: ❑ $46.00 Receipt #: Additional fees may be due based upon compl Additional Fees: Receipt #: ❑ Chico Office ❑ Oroville Office ❑ Additional Fees Not. Required and time involved to process this submittal. April 6_1999 FINAL CHECK;. County of Butte Appl.-No'. xxx LP2A 99015.001 Mr. Michael Vieira Chief Building Official County of Butte 7 County Center Dr. Oroville, CA 95965-3397 - Phone (530) 538-7541 Fax (530) 538-2140 Re: Plan Review: SFD/Boisse Residence(Log Home) 6800 Lakefront Drive Dear Mr. Vieira: ' Linhart Petersen Powers Associates (LPZA) has completed a'structural. review ofithe following documents: 1. Plans: One (1:) set of plan sheets •1A through D3, title sheet revision dated March 19, 1999, by Nevada City Engineering, Site Plan dated December 1998, by Mark Risso. 2. Energy Calculations: One (1) set dated December 24, 1998, by Energy Calculation Services. 3. Structural Calculations:, One (1) set dated December 20, 1998, by�Nevada City Engineering, Inc. These documents were reviewed only for . their conformance to the 1995 California .Building, Plumbing, Mechanical, and Electrical Codes (i.e., state amended 1994 UBC, UMC, and UPC and 1993 NEC). NOTE THERE ARE NO FURTHER COMMENTS. 1 Enclosed are''the above documents bearing the LP2A approval stamps on appropriate sheets. Let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES , P�o am Alan R. Klee ns Examiner Plans Examiner - { Check Engineer • EIT XE100550 - ARK r 4 C:\shared\planrevw\Butte\99015-001.PCA.dop Enclosures. LINHART PETERSEN POWERS ASSOCIATES 7447 Antelope Road, Suite 103 • Citrus Heights, CA 95621 ' (916)•725-4200 • FAX (916) 725-8242 Toll Free (877) 235-0653 4i KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner NEVADA CITY ENGINEERING, INC. THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning MAR 31 1999 0 3 \' = ' �' � /a %L .ice '� /�Z���, •� 09- 7 ` - j. =f Jam/ C! J��n �O�D w A, •/a�r 1 KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE*(530) 265-6911 • FAX (530) 265-8058 �2F%r1G'1«77na� • Engineering . Surveying . Planning Aw _ _ Cq-IJCi to _ y _ ..�NO; 2486 m P, 12-31-a ^�CI�r;� 9 4i KENNETH E. BAKER THOMAS L. LOTT Land Surveyor Civil Engineer ANDREW R. CASSANO WILLIAM D. GREEN Land Use Planner Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE*(530) 265-6911 • FAX (530) 265-8058 Engineering *Surveying . Planning KENNETH E. BARER Land Surveyor ANDREW R. CASSANO n Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning NOTE The illustration below is showing several suggested applications for the Boise Cascade products. It is not intended to show an actual house under construction NO MIDSPAN BRIDGING IS REQUIRED FOR BCI'S FOR INSTALLATION STABILITY, Temporary strut lines (1 x4 min.) 8' on center max. Fasten at each joist with 2-8d nails min. BCI rim joist (where bearing length allows) will support 2000 lbs per lineal foot of vertical load. VERSA -RIM 98 rim board will support 4000 lbs per lineal foot of vertical load. For load bearing cantilever details, see page 13. 9 O.C. BCI Joists 9 BCI joist blocking or 2x4 "squash" block on each side �° r required when supporting a load-bearing wall above. VERSA -LAM header or a BCI joist header. 11/2" knockout holes at approximately 12" o.c. are pre -punched. * CODE APPROVED * See page 12 for allowable hole sizes and location. VERSA -LAM LVL beam. Endwall blocking may be required. Lateral support required when BCI joists are cantilevered. Use BCI joist blocking for at least 4 feet of every 25 feet of bearing wall length and at least 4 feet on each end of cantilevered. 12 18'-_1' 21'-7' 24'-6" ('19' 2� 22'-10' 25'-11" 28'-9 24'-8' 28'-0' 30'-0" 30'-0" 30'-0" 16 4f6' 6' 19'-6" 21'-8' 1T-5' 20'-9' 23'-7' 26'-2" 22'-5' 25-5" 28'-2° 30'-0' 30'-0" 19.2 f5-7--5' 17'-10' 19'-9- 16'-5- 19'-7- 21'-10' 24'-5" 19'-10' 21'-10" 24'-11" 29'-0' 30'-0" 24 13'- 9" 15' - 10" 17'- 5' 13'- 9' 15- 10" 17'- 5' 19'- 11" 16- 10" 17'- 5' 19'- 11" 24'- 8' 27'- 10' 32 10'-4' 11'-10' 13-1" 10'-4' 11'-10' 13'-1" 14'-11" 11'-10' 13'-1' 14'-11" 18'-5' 20'-10" ***THREE STAR *** 12 16'-4" 19'-5' 22'-1' 17'-3' 20'-7" 23'-5' 25-11" 22'-3" 25'-3' 28'-0" 30'-0' 30'-0" 16 14'-10' 17'-8" 20'-1' 15'-8' 18'-8' 21'-3' 23'-6" 20'-2' 22'-11" 25-4' 27'-9' 30'-0" 19.2 14'-0' 16'-8' 18'-11' '14'-9' 17'-7' 19'-11° 22'-1" 18'-11' 21'-6" 23'-10' 26'-1" 28'-3' 24 12'-11" 15'-5' 17'-5' 13'-8" 15'-10' 17'-5" 19'-11" 15-10" 17'-5" 19'-11' 24'-1' 26'-1' 32 10'-4" 11'-10' 13'-1' 1 10'-4' 11'-10' 13'-1' 14'-11' 11'-10' 13'-1" 14'-11' 18'-5" 20'-10' **** FOUR STAR **** 12 11'-6' 15-0' 17'-1" 11'-6" 15'-11' 18'-1' 20'-1" 17'-2" 19'-6" 21'-7" 23'-8" 25'-8' 16 11'-5" 13'-7' 15'-6' 11'-6" 14'-4" 16'-4' 18'-1" 15'-5" 17'-7' 19'-6" 21'-4" 23'-1" 19.2 10'-0" 12'-9' 14'-6" 10'-0" 13'-5" 15'-3' 16'-11" 14'-5" 16'-5" 18'-2" 19'-11' 21'-7' 24 9"-10" 11'-9' 13'-4" 10'-0" 12'-4' 14'-1" 15'-7" 13'-3" 15-1" 16'-9' 18'-4" 19'-11' 32 8'-7" 10'-4' 11'-10" 1 8'-7" 10'-4" 11'-10" 13'-2" 11'-2" 12'-9" 14'-2° 15-7" 16'-11" Span tables assume that sheathing is glued and nailed to joists. Spans represent the most restrictive of simple or multiple span applications. Span tables are based on a residential floor load of 40 PSF live load and 10 PSF dead load, and a clear distance between supports. * Code allowed live load deflection at 0360, see page 3 -about floor performance guide" for additional data. *** Live Load deflection at 0480. **,t* Live Load deflection at 0960 to give a floor that is much stiffer for the more discriminating purchaser. KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 .... } .. Z e `x 1.P;.. �S�' 3�;'/4 Y j 7 //J .! �1 / f/7 �� �G� 3 ac /yc•. 7� l°4', G'G'�/ KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer . WILLIAM D. 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GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 143.7 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning 3 KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning 9 KENNETH E. BAKER Land Survevor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 143.7 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning S SAI: PLfiOZ - Frame -ind Trus._ A' n E; I v s Version 1.53 - 36/17/87 - C4.0 Co-pyright (C) 19SC., cl-l—ructural Analysis, Tnc. Boca Rat -on F T !305) 192-6-97 Us,-�r I-"I*PT—A\TE Tnput data DATE: 12-22--lq9S ^:-'IME: IE: 5: 5G: 31 :TELT : CIENTERAL CATAI Hembers: E I -ast J i tv 17 �,,-ructu-re: TPL.��!' TP.,TTCC-1 7 -L7rr-,T,m 7-T, 70ND=C)IT 1 Ul C L 14 J. + 4- * + i:.L + i- J- 4- J i- 4: * 1 J. A- Loj pa = 63-J2 V 1-4 4 0 I -7n 7,70 tlo. A s 70,P). 7.78 r c -L7rr-,T,m 7-T, 70ND=C)IT 1 Ul C L 14 J. + 4- * + i:.L + i- J- 4- J i- 4: * 1 J. A- Loj pa = 63-J2 V --..U,TAL 1 --lips 37 7.34 1� F21 '710INT DE-701-HATION'S. TT ROTATION V E P T HORIZ radians inches inches 00000 .000 .000 '7 .00000 -.2)47 .149 3 _;0.000 -.253 1069 4 0,13000 -.4247 -,Oil i DO ro 02100 3) 15 .0169 1,M14BER FORCES 1;011 -014 Nec-,ative i when c-ockv"ise SHR Positive when acting in the positive Y -direction AYT IT POS4tjVe e P act`n iD(:)Si14j - "'-d`recticm 7, 1 S_ 'A014 F ft 4 ps I -VA 917 CQ W, .00rt.)C) -7.34 0) -0 00 CDC) oo 1. n.17, 17A 9. 1 111-.0 rAO V, 7, V 77 (D 3A I '21 0 A nr 4, --..U,TAL 1 --lips 37 7.34 1� KENNETH E. BAKER Land Survevor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning KENNETH E. BAKER Land Survevor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering • Surveying . Planning y BEAM CALCULATIONS Home For- PROJECT 98-319 Joe & Linda Boisse DATE: 12/11/98 FIG. BY: mcw BEAM SPAN ROOF LL WALL X -SECT FLOOR LLDL AREA DL AREA 0.00 CRS. 0.00 0.00 / 155.83 � Fvalow roof live load (lbs.) roof LOG 85.00 oalc'dpitoh DIM 2X 95.00 haa 45.00 GL 166.00 nun ML 285.00 DIM 4X 85.00 pitch reduction (lbs.): 50.00 P*R^u\m 290.00 (subtract from roof live bad total USE BEAM: Notes Floor Joists t} TOTAL POUNDS PER LINEAL FOOT ONBEAM / � Fb o � LOG 1400.00 a rs yW= ACTUAL DIM 2X 1450.00 REQUIRED BODKVAL CHECK GL 240O.00 G= 4'X�v/d ML 2800.00 DIM 4X 875.00 P*Rxu\M 2900.00 I YYZ Daotuo| DaUuw Da||ow= 0.57 L°12/360 |= .10 E= LOG 1,600,000 DIM 3X 1.700.000 GL 1.800.000 ML 2.000.000 DIM 4X 1.300.000 — PARAL*m 3.000.000 A Fvalow roof live load (lbs.) roof LOG 85.00 oalc'dpitoh DIM 2X 95.00 haa 45.00 GL 166.00 nun ML 285.00 DIM 4X 85.00 pitch reduction (lbs.): 50.00 P*R^u\m 290.00 (subtract from roof live bad total USE BEAM: Notes Floor Joists t} KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . Planning ��" KENNETH E. BAKER Land Survevor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering* Surveying s Planning i Z KENNETH E. BAKER Land Surveyor ANDREW R. CASSANO Land Use Planner THOMAS L. LOTT Civil Engineer WILLIAM D. GREEN Civil Engineer NEVADA CITY ENGINEERING, INC. 505 COYOTE STREET, SUITE B • P.O. BOX 1437 NEVADA CITY, CALIFORNIA 95959 • TELEPHONE (530) 265-6911 • FAX (530) 265-8058 Engineering . Surveying . 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