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HomeMy WebLinkAbout017-040-0117/ 011-34-0-174. 98-0569 E RIDER, Tom 13570 Centervitlle _Rd, Chico (elec ser)SF -99 Al -4 i , COUNTY OF BUTTE'- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING:DIVISION 7 County Center 'Drive - Oroville, C lifornia• 95965 - Telephone (916) 538-7541PERMIT NO. (Rev. 12'/96) APPLICAT ON�ID PERMIT � -Z,- ASSESSOR PARCEL NUMBER ��`��•�� _ 1 ZONING ���O BUILDING PERMIT �y� OWNER TOMRIDER TELEPHONE SO. �FT. OCC. BUILDING VALUATION . D ,'OWNER'S MAIL6 - SS 57U CENTERVILLE RD. CHICO P. ,CONTRACTOR'S NAME OWNER TELEPHONE" "R.iY'I CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 13510 CENTERVILLE RD, Energy Plan Checking Fee $ $ CHICO ' PERMIT FEE S LOT NO.SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑' Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap ' 7.00 Solar or heai.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: �'� _ 4/Gr/Ai±,o Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home;. IS G •`W @20.00 PERMIT FEE s ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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.PGwEPPARATUS 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: 111"1 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. Do • 00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. IS.S. SO 3.5¢FT: NON-RESNE IDT M�UJLTI.00IUTCLET UITS @7.50 8 SINGLR AE OUTLET CIR. Ex. Occup. OUTLET OR FORURES 20 @ I'� BA0 @ .� Ex. Occup. ours AEESI6.oFRw 5.00 Temporary Service 23.00 Mobile Horne Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 6 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.) s O 1 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 i� t forthwith comply whose provisions. X �f Date / Signature of Applicant "' [D/Owner ❑ Contractor ❑ Agedt ! An OSHA permit is required for excavations over 60" 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 FEE $ . Mobile Home Installation Fee 1$ Energy Inspection Fee $ OCC t` CONST. TYPE 66`00 TOTAL. FSE $ U HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SU 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. Q ��r Date 1 l7 414h cY Dale • Receipt No. -1 'Zi`%``/� WHITE-D.D.S.4.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 r 7 County Center Drive • Oroville, CA • (530) 538-7541 t OWNER CORRECTION NOTICE 4 1 j e -IL 565 5 V 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. C G/ O J W )odd z l 16 6-64rrx u., // -r "5S Date /� 4 / ? Inspector /� REV 10/92 ' + - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California',95965 - Telephone (916) 538-7541 PERMIT UO. (Rev.12/96) APPLICATION AND PERMIT �- ASSESSOR PARCEL NUMBER 11-34-174 ZONIN `�'R-40 BUILDING PERMIT OWNER TOM RIDER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUn/JbSS CENTERVILLE RD. CHICO U CONTRACTOR'S NE/ AM OWNER OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 13570 CENTERVILLE RD. Energy Plan Checking Fee $ CHICO $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 0V LE 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.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: 9"'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 200AWEE To ,000A 0 as.00 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Ac. BIDS. 3.5as; NON -R SNDT LET 97.50 OWER APPARATUS PSINGLE OUTLET CIR. Ex. Occup. OUTLET OR FUTURES BAL (9 1.00 Ex. Occup.OUTLETS FIFS o.) OR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 66.00 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ 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.) elcertify 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 with comply with a visions. XDate 4 /Ar—L Signature of Applicant - Owner ❑Contractor ❑ Age An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 66.00 HA2. 1 D. FES IMP FLOOD CDF pARCEI PD HD U 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 /4r.. D to f A PERMIT EXPIRES ON pgr Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .. (Rev. 12/96) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER11-r34-0 I ^ 34 — 1. 7 � 1 `f =�" _ BUILDING PERMIT OWNER / �M ) ! / TE N E SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS / '35_7 O CONTRACTOR'S NAME © _ n/ �J TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fire lace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flina Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 15 10 r �� l 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 Tre 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200AORLESS 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 I 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 licehsed 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 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. O 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.) ❑ 1 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 forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A , NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & Acc. BLDS. 3• go ST. 00 S No R SLID. MULTI.OUTLET 97.50 111�1 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FDRUREs Ex. Occu e� p I:50 Ex. Occu . GFuTLEEDTSA .Ea.1 &1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinci 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL: i Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEES CO fAZ..LD. FES IMP ROOD COF PARCEL Pp HD ISSUE 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 _ Oe1O Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 9 0/, _ � � U 11=7 /U -U 11yR=Zy4yt3Yh - - RESIDENTIAL RIDER, Thomas &Michelle 1,3570 Centerville Road, Chico 6yZ ����'��-• �y%�� New SIF PERMIT NO. - - _ _ PERMIT EXPIRES /S"If - OWNER i' CONTR. c ASSESSOR PARCEL r LOCATION CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION,ITEKS VERIFY Temp. Power Pole Called PG&E— Temp. Elec. Service Called PG&E _ Temp. Gas Service Called PG&E JOB FINALED (Date) Signature V - OK '!= O - Not OK -No� early MOBILE HOMES Date MOBILE HOME UTILITIES (Pt") OK except #'s 1. Zcr&V Requirements - Setbacks - Easement 2. Spas; Special MH Support Sketch 3. Sewer Locaftj- a Wvll.CX Concrete a water, Locabonrbst-Easement Needed (Sketd>) S. Electricity; LoeatiorrCbaranoesGmdI4 /Amp Coloet S. Gas; LooaWrrTespNrap;/ /LTL / /Nat or/ ILW /LPG 7. Wed Clearance b Disconnect 8. Uti ity Clearance Date Card B-1 Date. Card B-1 Date Card B-1 Dam Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s I. Zoning Requirementr Setbacks Easement 2. Footings; ShoSpacing-Marriage Lire 3. Gas; MH Test-0emaneWaWe4rortrlector 4. Electricity; MH kexs4Ciearances S. Drain; MH Test Fal -Floc Cordw=w 6. Water; MH Test-Regulatx4"weetor 7. Water and Sewer Connected -C/O to Grade -HD Approval - 8. Gas and Electricity Tagged 9. Tie DowrwTypeaeattation Cert 'r 10. Exits; Insp.-Sketch 11. Cert of 1 L. -- 11......, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r . Cap MISCELLANEOUS Date DECKS, COVERS, CAIiPORT8, GAAAGEs (Piens) OK except #'s 1. Zoning RequkementeSetbadcs-Easement 2. Footings; Soass1xe-Dep*1Spac1np.Connec6ro bW 3. Decks; Girders and/or wk9- aas 4. Wood Awn.: Post-Beams4tftrs.-Connectors ShdV.-Rfg.-Bracing S. Alum. Awn.; Cdumns4Donr4cdonsSpfior4)e=Wjx osures 6. Carports; Windows -Doors 7. Electric 8. Ftmg.: Sas-AnchorsStudsAftrs•Trusses 9. Siding; WEngaleneev-sZo- o -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps-Doors-Landngs 12. Braced Wall Panels Date Card B-1 Date Card B-1 Dat Card B-1 Date Cana B-1 Dat POOLS (Plans) OK except #'s 1. Selbacks-Easement 2. Sols; Compaction -Structure Stability 3. Pool Stnutr= SWd4CorV*cftW7hidWW= Dead MaAjrft 4. Elec.; Receptacles and Lighting, ObtrlcsGR S. Elm; Pod Ligh*V 15 Vols -GR 6. Elm; Encbsures; Conduit EnblewTurninabUsted 7. Elec.; Bolding; Meal w/9 -Circ_ ukling Equip. -Heater 8. Elec.; Grouldng-, Equip. w/8 Circulating Equip.43ooi Lghtg. neboarda-Ins. b Main in Conduit 9. HeadhDepartment Apprrrral 10. Plumb.: Ci Tes4Water Supply Test 11. L1ght Niche Dat Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 ✓ s OK s Not OK Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) a except ft ain; Soils-Elec. GkQ. Ftg. Depth ge: SoilsSteeF£lec.Depth s b Decks; SoilsSteel-/ jP Ftg. Depth Ln. . Main: Steel$kockouts Wrapped 6a. Holo Downs and Special Anchors fro 10. VAccess b Ventilation 8. Insulation Date ,,4('j Card B-1 Date �/ Card B-1 C/ Date Card B-1 Daft Card B-1 Oats PLUM !TA OK ettrept ft 17. Wa Htz; Air Baflk _ ater Pipe: Anchor-Na7 1 AM; Test F ' & Protection Shower Pan: Test Fist Ftoa-Tub Access 1. Test Tub 3 Shower. Secad Floor -lib Access 22. Gas Pipe; Site & Anchors Date N 7_' Card B-1 Dale Card B-1 Date n Cana B-1 Dale Card B-1 Date ICAL f 'ounili IDK except Vs, FvpA S Transformer Clearance -Ins. Protection Lades Spackatights b Switches at Doors 8 No. of Eon &=Wrs Stapled stalled Clove to Edge of Studs ti CA . drourxjxt0e op v*Uech Fastners-fiord Gas d Water ftrl to Circues in Kfthen b Corducfor Size GH u Wire/ iga.CuorAl-A-C.WireSize/ /g.Cu.,AI ange Circ. I I ga Cu or Al -Oven Circ. I / ga Cu or Al Insulated No b Graad-Main Disconect Clea noes ParWr Motors-Mech. Epuip. 33 o Coset Light -,shower Light -Spa Light moke Detector Date — U Card B-1 4l4bate Card 8-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Perms) OK except Ms 35. A.C. Ducts Insulation & Support VeDjt.FSh. Exhau tabove insulation 37-"tonden ram 3 Overflow, Size d Grade 38. e -Vent Access -Comb. Air -Return Air Vent 115 outlet crit Access & Platform if Furnace in Attic Date `I(X(,{j Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date ING (Plans) OK except FY`s s,Rrcper Materials & Anchors al suds -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders S Floor Nailing 4 Draft Stop in Walls (rat proof) _ d4 Fre tops, Fured CeilingsStairs-Chasers-Tubs Headers b BeamsSize b Bearing r Date FRAMING (Continued) , ngers P st"Caps-Anchors-Connectors 47. st-Rftr: Ties-Purrh-roll Brac.-TrussShting.-Rfng. it lace Ties or Type A Flue -Fireplace Throat clearance Attic ss; Size b Romex Protecdon-Draft Stop -Ins. Battles b0, Bdrm.Windows or Exiting Doors -Silt Hgt 3 Dimensions Garage 3rd Story, 2 Protection 5g2�idirqvMailing Veneer Fd Vents-Urt erflr Access 58. Glaring Area -Glass Protection -Skylights -Plastic 59. Sh4 Walls: g-Eyo4 44 ce Interior / Exterior W anels ( Z� WMAL/Insulation-Walls-Ceilings 62. Infiltration-Walls_wridows Date Card B-1 W Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except Vs ps-Door b Sidelight Protection-Landiings Detector 10 �� Furnace; Vents -Clearance -Comb. Air-Conectoa In Mage; Above Floor-0ucts-Meds. Protection Exiting G. . b Bath,Fixtures S Tub Access -Spa E . T' b Subpanel, Breaker Sizes b Labels rs d Rails Fir ce or Stove, Clearance -Hearth Elec0utlets at Wood Panel, Int b Ext j? f t d Appliance: Ground: Air Gap�Cooking Clearance Elec. Outlets & Recepticales at Kit Counter -_�.C,a CDoor: Swing -Landing -Closure C. -Duct in Garage -Damper Mr.: Vents -Clearance -Comb. Air Connector-P.R.V. In G e; Above Floor -Meth. Protection b..Elec. & Mech. Equip. Listed for Location „Receptactes in Garage (G FI ).Romex Protection nw n -Foam -Looked in Attic jqe<uard s S Deck Construction -Post Caps 8 n. VBents b Crawl hole Door Drainage b Wood -Earth Clea nce Looked under Floor a Yes ollowing Instfd./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters Yes No $9e_I�C. Unit .Disconnect, Electrical -Plumbing nt�o�ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings Bfie'Qat!Lf; Disconnect, Electrical, Plumbing B tenet. Trim, G.F.I. Receptacle -Underground 88 entilafierl-fbrouaht House ort s from Previous Inspections a st-Meters Tagged, Gas -Electric ater 3 S Connected -C/10 to Grade -HD Approval IVU ZY neravi_ oliance Certificate -Other Certificates Date Card 6 Date Card B-1 Dat—ems— T Card 8•'t Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: I 'J Building Owner Building Location ENERGY INSTALLATION CERTIFICATE BuildAng Permit # DESCRIPTION OF INSULATION ROOF Material '"i 5 Thickness( Inched /04 e EXTERIORWAL Material 9 Thickness(inchesV 6q CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, EIV AUD Material Q a a.S S Thickness(inche Jh FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Nam 14° Thermal Resistance (R Valu4) -_T Brand Name421_� Thermal Resistance(R Val e) Brand Name Thermal Brand Name, Number of Thermal Resistance(R Value) Bags Wt. per bag lb. Resistance(R Value) Brand Name Lj 6 rVI J Thermal Resistance(R Val e) - Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, •2s consistent with" approved building department--plans--and at-tachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM NAS R STATE CONTRACTOR'S LICENSE NO. a Z�06) SIGNATURE OF fNSTALtATION APPLICATOR DATE I hereby certify th Building Department ance standards and BUILDING CONTRA IRM NAME) SIGNATURE OF BU e required features, devices, and equipment, a� shown on the approved plans and attachments have been installed and.conform to the appli- Chapter 2-53 of the State of California Energy requirements. JOANM (Please Print) STATE CONTRACTOR'S LICENSE NO. mkd /,x "o DATE HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. J�, C2 -a' / � � /, �,v SIGNATURE OF HVAC CONTRACTO WN DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUNTY OF BUTTE ti BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 T, CORRECTION NOTICE OWNER PER IT NO. A routine ins ection indicates that the following violations of butte county Ordinances exist at the above add ss and should be corrected. Please notice this office when correction of work is complete . If you have any questions pertaining to this matter, or need additional explanation, please 0ntac1 this office immediately. f r /' Date/ Inspector REV 10/92 ip 41 P' �t I' Y .i Date/ Inspector REV 10/92 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 E MIT O. (Rev°12/96) APPLICATION AND PERMIT" � -ASSESSOR PARCEL NUMBER 011-77-0-011 ZONING BUILDING PERMIT OWNER THOMAS AND MICHELLE RIDER TELEPHONE 99-33422252 SQ. FT. OCC. BUILDING VALUATION r121 608.00 . OWNERS MAILING ADDRESS 13570 CENTERVILLE604 COV 718-52.0-0 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace O LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER BERNARD LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 748 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDIgIGAy7VS CENTERVILLE ROAD, CHICO Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 4-00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK Newx❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM ' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 oo Mobile Home I s I G I W @20.00 PERMIT FEE $ 164.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service "A OR LESS 23.0o 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 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: SPI, as owner of the property, or my employees with wages astheir 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 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 'rf 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 rovision of section 3700 of the Labor Code, I shall with comply wit os pr si ns. rG A?4-m� X Date Signature of App (cant 'Owner Cl' Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service L TO 46.00so VIE CCU000A NEW CONST. DWELLING OCCUP. SG 81.50 OR ADDNS. ( a ACC. BLDs. 3.5¢x; N A�IUT. MULTI.OUTLEi 97.50 OWEPARATUS 8 PSINGLE R APOUTLET CIR. 20 @ ''50 OUTLET OR FWWRES Ex. Occu BAL p .so FIXED APPLNSOR 5,00 Ex. Occup. oLTnErs ..16. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 124.50 MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling 20.00 Hood 6.50 6.50 Ventilation 4 4.50 18.00 PERMIT FEt S 84.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ HAz. D. FEES IMP FLOOD CDF ARCEL PD HD UE This permit is hereby issued under the applicable of the Butte Coun Code and/or Resolutions Indic o for which fees have been _\ B `l Date Y PERMIT EXPIRES ON provisions to do work paid. /� /f �� j, Z�� ate ReceiptNo. 270 b y WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN ECTOR • GOLDENROD -APPLICANT COUNTY OF BUTTE ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 C,GUNTY CENTER DRIVE, OROVILLE CA'95965 TELEPHONE (916) 538-7541 OWNER Cna� c.14 C PROPOSED BUIL'•DING USE SCHEDULE OF FEES DUE i 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 _.(paid -at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = r6 0 � 3 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per"unit) . x = $ T #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 $89.00 (paid at Building Division) Pj P -e(- O� R TENDER FEES (Battalion #2----). $200.00 aid at Building Division) ! 9. CSA 87 TRAFFIC FEE , $2500.00, (paid at Building Division) r 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. v � APPLICANT / DATE b�_ Original -Owner Copy -Building Div. (Rev. 12/96) Y 1.•tiY'1t,,,''+.Y!t-....:�•.-.••-t��..1�'�i-e,...�S �w'"'`:.(N1� .=^^b-'.i�+7ry-;J �.;ar BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) f School District 6., Building Department No. A. P. Number ��� Jurisdiction: City County ~� Property Owner. 0 Property Location/Address Subdivision Lot No. Residential Development ►--ice—J ..............................r..........................;.................:....................................., 1� Sq. Footage z ?a S2 - No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); ................................................................................................................... Commercial/Industrial O O New Addition Building Sq. Footage (Including Exterior Roofed Areas) 7-1 Date (floor Plans reviewed by School District Personnel) District Identification No. 0 O School District certifies that1�a&r,[� `R ( (Applicant) (Street Addresq) (Phone Number) C� �r0-?� (City) (State) (Zip Code) has complied with the requirements of Resolution No. -740'9 S by payment of $ ^j,3 V representing O�t� �—square feet. AB 2926_' $ �� FULL MITIGATION $ School District Representative i Date Paid by Check # S-s�N Remarks: 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(x), 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 District is notified by the applicable Local Planning Agency,that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm R -, �. , . � Ny siY '= Y .i�� .. ;.'. �.y',� .N.�7`Y� �^ay.•',`�`,'' , •,, +qr....�-ys,db._.•••4y,-cy�ti�.,v ,:u� ),,;y T: 5#',�v i�.rC f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DMSlO1V 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PE"IT APPLICA TION DA TA SHEET OWNER: I �A(. �� �L iYli� L.�� 7Cl�.l�/ ASSESSOR PARCEL NUMBER: Proposed Building Use: uJ Building Inspector: 'g)5- Date: �a - ,2 N -P At time of permit application, I w s advised the following data must be submitted prior to permit processing and/or issuance: 1 'Date Received By ❑ 1. All items have been submitted ------------------------------------------------------------------------------------------ 0 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------- 7 ------ ---------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -=--------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.----------------------------------------------=--------------=----- =-=------------------- ❑ 9. anufactured Home data and installation • - --� • c udigg Tie Down Sp ifica ' n,S ---- - � - eesof $---------- ------------------------------ --- -- --- ---: -- -- �mpact fees as shown on the attacc ed-sc------------------------------------------------------------ ---- . California Department of Fore an approva fees. ------------------- ❑ 13. F ood elevation certificate. ---------------------------------------------------------------------------------------- . Sanitation and plot plan approval e Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing p - - permit. - ------ --- ----------------------- -------------------- ❑ 16. Plot plan•and business,license approval frdm herCity of Biggs'-=-=--------=- --------------------- -------------- ❑ j 7. Plannin `a roval for A Use: -------------------------- g PP ( ) (B) Parking:..:•; ' ❑ 18. 1; Contact Land Development about ❑ Improvements;,- Drainage, ElLegal Parcel. ----------------------- ` r „..g119. Encroachment Pe mut for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). 1122. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -• ❑24. tter of signature authorization. ------------------------------ 5. Recorded copy of Agricultural Acknowledgment Statement. E126. Letter of intent on building use.-------------------------------- 1127. ------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. ❑29. 0433 A, DG -rant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. Other: -3 - y--/7 (Date) Wh,p bu issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 2-- Telephone � 99 3 3 N and hold for pickup at C -D office. ❑ Deliver w ector. c r/eit� Applicant: — Date: Id\ Copy of Haz-Mat form sent ❑ Health Department, ❑ 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: %/ D ❑ Plan Check List 2. Additional items required: 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, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: / �- Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 9 E.H. USE ONLY /-•+� _Plot Plan Attached Y" Floor Plan Attached -Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t.034ta e z a�a� 13S ?o /u Oil Owner Location AP## Plan Approved for: Sewage Disposal Water Supply: Public Private Well X_ Clearance for 3 bb dwelling. Other 1,,// V v Hold final for: Final clearance O.K. for: NOTE: d.e� / PE14S Environmental Health Specialist Date COUX)TY OOBUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75: , V -PERMIT NO. (Rev.1 /96) A l/— / / — / / APPLICATION AND PERMIT �JJ ASSESSOR PARCEL NUMBER �fi (J/S y zO�Ha BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION alv OWNER'S MAIUNG ADDRESS.. l -� o G t �, n� e 0 9159 _ - CONTRACTOR'S NAME IV -1- _< f TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace l�0 15-o Q 7 LENDER'S MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Finn Fee $ 20.00 Permit Fee '7 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee f z $ BUILDING ADDRESS Energy Plan Checking Fee ZS Z c*- Gs'l�C_ a PERMIT FEE S ,' LOT NOA SUBMISIONSNAME P V — PLUMBING PERMIT riling Fee 20.00 Each Trap 21 7.00 USEOFSTRUCTURE SF 8' Duplex ❑ Mobilehome ❑ Other SPECLFY Solar or heat pump water heater 23.00 Water piping 15.00 Each cas water heater or vent 15.00 TYPE OF WORK New f3 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1� y _ b o -f j� Gas piping system 1 - 5 outlets 15.00 _0"0 Building sewer 15.00 150'0 Mobile Home I S I G I W Q20.00 PERMIT FEE i ELECTRICAL PERMIT Filing Fee 20.00 Main Service '' OR LESS 23.00 Z 3, vo 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 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. ❑ 1, 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 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 i..3 for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 forthwith comply with those provisions. X Date Signature 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. Main Service PDA TO 1000A 46.00 NEW CONST. DWEwNG occuP. so T�l OR ADONS.-CONS a ACC. BIDE. 3.5¢x: ;- NON.RE°SID. ' BRANCMULTHCIRCLM OUTLET QG 7,50 POWER APPARATUS a SINGLE oLrttEr cIR. Ex. Occup. OUTLET OR FUTMES zo Q I.00 aAt @..50 Ex. Occu .ou D. q.O,1�EA 5.OG Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating t. Cooling Hood 6.50 g.57 O Ventilation y.5 C 0-a' PERMIT FEL: S Mobile Home Installation Fee $ -$ En gy InspectiF 37r, F $ Lf6 CONS TM ` II TOTAL F V D. -ES co PARC Po HD uE 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 _ Dale ReceiptNo. C�S/oZ / O WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75�1� C/PERMIT NO. LRev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER/ _ ZONING BUILDING PERMIT OWN ` TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS O (2d COM CTO R'9 c� TELEPHONE S - o1Z 3207-140 CONTRACT MODU,q.`�pORE39 JZ �1 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MALING ADDRESS Plan Checking Fee S BuuoINGADDREss O �e 1 Energy Plan Checking Fee $ S C PERMIT FEE S LOT NO� SuBDNaiDNSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other sPEL IFr Solar or heat pump water hAeter 23.00 Water piping / 15.00 Each as water heater vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S• P. 0 Gas piping system 1 - outlets 15.00 Building sewer 15.00 Mobile Home ISI 01 W @20.00 PERMIT FEE $ 7 �(— 0? ELECTRICAL PERMIT Fee 20.00 LESFling Main Service zaoa� 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 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 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(PERMIT 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.) ❑ 1 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 forthwith comply with those provisions. X Date _ Signature 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. Main Service TO ioC 46.00so NEW CONST. OWEll.9JG OCCUP 90 WEL OR ADDNS. ( a ACC. BLns. 3.50Fr: iNOr+RESID. EW MVLTE OLrtLEi @7.50 POWER APP &SW0LEO CIR. Ex. Occu ourL� OR Es BILL o I: o Ex. Occup. Ov;n,, E�ni.OEL 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation FE15 S Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST. TYPEQ TOTAL FEES 3 , HAz. D. FEES IMP FLOOD I COF PARCEL PO HD ISSUE 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 (DA to) Receipt No. _9-5 -� (n WHITE.O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLOENROO-APPLICANT + '�� •�i''�,lti��`,��''� r y+�"""�i,ri..i'� ,, ,,:,lti,�z'►►'ry^r�i^�" �L'�' �� ; ~. ;,+�:•"'•` 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: ��(J.ul L ASSESSOR PARCEL ER: Proposed Building Use: ;_§ 7T • Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted --------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- E13. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -7 ------------------------------------------- E14. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. 1110. Fees of $ ❑ 11. Impact 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. ------------------- ❑ 15. 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. 111. 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---• 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------- ----------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------ ❑24. Letter of signature authorization. ------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ------------------------------------------ ❑26. Letter of intent on building use. --------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. -------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .------- ❑ 3 0. Other: / When you issue the permit, process as follows ❑ Mail to owner, LYMail to contractor ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. (Date) 4Applicant:\-K Date: cl 9 Copy of Haz-Mat form sent ❑ Health Department, ❑ 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: ❑ Plan Check List 2. Additional items required: 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, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildingDi ision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. . j COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIO l • 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-754 ^ v 1 �MIo. (Rev. 12/96) APPLICATION AND PERMIT "� ASSESSOR PARCEL NUMBER 011-77-0-011 ZONING BU I LD I N G P ER M IT OWNER TM RIDER TELEPHONE SO. FT. OCC. BUILDING VALUATION 9-114 . OWNERS MAILING ADDRESS 13570 CENTERVILLE RD, CHICC) CONTRACTORS NAME W.F.13-45-1012 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40.95 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 11) LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing F6e .00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIRESPRINKLER 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 a Describe Work: FIRE SPRINKLER/98-2949 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, 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 igJull force and effect. / License Class Lic. No. �J 5 2 6 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, army 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 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.) 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 forthwith comply witho e provisions. X Date Z Z_ Signature of Applicant - ❑ Owner Montractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service zooA To ,000A 46.00 p. NEw CONST.DWELLING Occu3.52sFr°: OR ADDNS. IM ( NEW CONST. MUAiCrIC. UTLET NON-RESID. BRANCH CIRCUITS@7.50 POWER APPARATUS arc . 20 @ 1.00 Ex. Occup. OURET OR FIXTURES BAL o .50 Ex. Occup. OPIXuntisR= .) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEIE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 1 3.95 HAZ. D FEES I P FLOOD CDF P C PD HD ISSUE 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 Date PERMIT E IBES ONdo D e rReceiptNo. 257766 ITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Mar -Cil -01 04:02A P.Ol PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, cor and legible, it may cause a delay in processing. Owner's Name: N Ac., Received By: Date: A.P. #• 0 1 7-10 __6 k Permit #: Time: ber: Purpose of submittal: ❑ Permit Application Data Item I ❑ Engineering S C X ❑ Plan Revision 13 Requested by Building Inspector or Correction Notice - Inspector's Name: 0Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a. stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings Must clearly she When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Requir Additional fees may be due based upon complexity and time involved to process this submirc Additional Fees: Receipt #: 479) I APPLICANT: OWNER: -. PERrvffr #: A. P. #: WORK DESCRIPTION: DATE &4�2 Lk -- PROJECT PROCESSING RECORD, e4 A 5. MAN w a T � FACSIMILE COVER SHEET Date: To: Charles Roberts From: Butte County Building Division Subject: Plan Review Number of pages (including this cover sheet): Z Telephone Number of Receiving Telecopier: (530) 894-8805 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: The following Building Permit applications are in route to the Chico office for your office to review. These drawings will be available for you to pick up on the next business day. Please evaluate the building plans and return them to the Chico office for transmittal. Sincerely, BuntBuild' Division Y g Plans Examiner's CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. Mar -O -i -01 04:02A P.01 �y 4 PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, co; and legible, it may cause a delay in processing. Owner's Name: Received By: Date: A.P. #: Permit #: S - Z 9y el Time: Contact Phone Number: Purpose of submittal: ❑ Permit Application Data Item , ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: By Plan's Examiner -Examiner's Name: �b ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pl review. If engineering is involved in this revision, the engineer must put his requirements on these drawings a stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawinEs must clearly she When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Requir :additional fees may be due based upon complexity and time involved to process this submitr Additional Fees: Receipt N: 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:�,'1 Received By: � Date: A.P. #:.D �� �r%(� --(� Permit #: g-- �� Time: l� ContactPhoneNumber: jPurpose of submittal: ❑ Permit Application Data Item - ❑ Engineering J ❑ Plan Revision 1 5t '74 ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: 'Requested By Plan's Examiner -Examiner's Name: Li) ❑ Other: 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 m»st 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 ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ S46.00 Receipt #: XAdditional Fees Not Required Additional, fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: '��NNII//�i��,' . . FACSIMILE COVER SHEET, Date: 47" v5z9- q To: Charles Roberts From: Butte County Building Division Subject: Plan Review Number of pages (including this cover sheet) Telephone Number of Receiving Telecopier: (530) 894-8805 If you do not receive all of the pages, please call (530) 538-7541 as soon as possible. Special Instructions: The following Building Permit applications are in route to the Chico office for your office to review. These drawings will be available for you to pick up on the next business day. Please evaluate the building plans and return them to the Chico office for transmittal. Sincerely, Butte County Building Division Plans Examiner's//,, CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and may also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original to me. Thank you. ` ' APN: 011-770-011 -- Plancheck Comments J 0 Rider Residence 1. O.K. 2. O.K. 3. O.K. 4. O.K. 5. O.K. 6. O.K. 7. O.K. J 0 o APN: 011-770-011 -- Plancheck Comments Rider Residence 1. O.K. 2. O.K. 3. O.K. 4. Provide hold-downs calculations to resist overturning of shearwalls. Clearly indicate location of hold-downs on plan. First Level Floor Plan shows 6 hold-down location and Foundation Plan shows hold-downs at ends of walls, please clarify. 5. O.K. 6. O.K. 7. O.K. s APN: 011-770-011 -- Plancheck Comments Rider Residence 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.) 2. Verify the capacity of the 4x14 SS ridge beam. Clearly show the beam length and calculated design stresses, including all tabulated values from the NDS and appropreate correction values that were applied. 3. Verify the capacity of the 4x12 beam supporting the 4x14 ridge beam @ window header and @ hallway. Clearly show the beam length and calculated design stresses, including all tabulated values from the NDS and all correction values that were applied. 4. Provide hold-downs calculations to resist overturnig of shearwalls. 5. Provide detail showing hold-down condition. 6. Adjust shear wall capacities to those found in the NER-272 report dated September 1, 1997 for the use of 8d box nails. 7. Clean-up the notation added in pen to sheet S3 S4 S5 details. Thomas Rider 13570 Centerville Road Chico, CA. 95928 March 18, 1999 Project: Rider // J^ L A N D O F NAT U RA L W EA LT H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The submitted Construction Plans and Structural Calculations were reviewed by a Consulting Engineer and the required additional information and revisions noted in red on Plans and in Calculations. Please address all plan check items on your resubmittal. Resubmittal of marked -up Plans and Calculations is required. Please return all marked -up (R-2) sets of Plans and Calculations with resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's 1 sheet of Lateral Design Guidelines Linda Sexton Building Inspector III IF Lir .EHOUVERMa 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Attn: Michael C..Vieira Subject: Structural Plan Check (530) 872-0254 FAX (530) 872=9331 March 15, 1999 Project: Thomas &Michelle Rider Permit No. 98-2949 13570 Centerville Road, Chico, CA 95928 The submitted Construction Plans and Structural Calculations were reviewed and the required additional information and revisions noted in red on Plans v and in Calculations. Resubmittal of marked -up Plans and Calculations is required. Please return all marked -up (R-2) sets of Plans and Calculations with resubmittal. Enclosed: 1 set of Construction Plans 1 set of Structural Calc's 1 sheet of Lateral Design Guidelines Miscellaneous Statement Sincerely, Frank L. Tyuk LUr BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Date: February 18, 1999 Permit Applicant: Thomas & Michelle Rider 13570 Centerville Road Chico, CA 95928 Permit Number: 98-2949 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Assessor Parcel #: 011-77-0-011 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton Date: February 18, 1999 Permit Applicant: Thomas & Michelle Rider 13570 Centerville Road Chico, CA 95928 Permit Number: 98-2949 Assessor Parcel #: 011-77-0-011 0 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Since we highlight plans according to our purposes, please submit plans which are not colored. 2. The engineer needs to stamp all plans submitted. 3. Remove any notes from the original plans which do not apply to this house. 4. The last 6 sheets of plans which you submitted are generic plans which do not apply specifically to this house. We do not want these. 5. Please put window sizes on the floor plan at the window location. Make sure your bedroom window meet all egress requirements. 6. Your energy calculations say 1960 square feet. They need to be re -done to reflect the correct square footage. The plan check has not been done yet. If you wish to discuss any requirements, you may contact,me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Linda Sexton Date.- January 13, 1999 7- 67. u to L A N D O F NATU RAL WEALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Permit Applicant: Thomas & Michelle Rider 13570 Centerville Road Chico, CA 95928 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit Number: 98-2949 Assessor Parcel #: 011-770-011 Action Required: [XJ Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ J Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Linda Sexton Date: January 13, 1999 Permit Applicant: Thomas & Michelle Rider Permit Number: 98-2949 13570 Centerville Road Assessor Parcel #: 011-770-011 Chico, CA 95928 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete roof framing plan. Show all purlins and where they bear. Show all bearing walls. 2. Provide a complete second floor framing plans. Show bearing walls here also. 3. Provide a complete ceiling framing plan. Provide bearing under ends of joists. 4. Indicate all header sizes. 5. Provide complete lateral design by an engineer or architect. Have him put all of his requirements on the plans and stamp and sign the plans. Show location of HVAC unit. A plan check has not been done. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Friday. Linda Saxton Ll RESIDENTIAL PLAN CHECKING GUIDE bl.NULh MM1LY, DUPLEX AND hUSCELLANEOUS ONLY OWNER: BURDINGPERIAITNUMBEFL, PLAN CHECKER: A P. NUMBER: • = , .: Zoning requurnents: (side yards and number of permitted living units). Valuation.a �... Plans signed by designer. 3 < Proper description of work on application xrsting violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLAN: Complete parcel size and dimensions. , Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form) Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. ,l$! Fireplace construction details and cale. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. 17. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, rise tad nm, head clearance, handrails (Section 1006). o2' Guardrail details (Section S09). 08-1, Brick or stone veneer (Section 1403)... .4' Exterior plaster - weep screeds (Section 2506). _ -4900' Proper roof pitch for rodcovering (Section 1501). Roof covering type - (fire hazard). Foam insulation = protection. ,,S,- 36" halls and stairways. Living area over garage - complete 1-boia'separatiaa equir+ed ani garage side including 4po�g w Pte. �9r Two exits on three -story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section l S05). 13 Combustion air for fuel burning appliances - L.P.G. requiremints. Noise requirements on duplexes. 5. Energy design. Flashing at all exterior openings. C.D.F. all trey requirements. July 1996 3.3 rom Permit Appgcant: Permit Number. A=mor Pnvd Number: Data ?hs abow rsfaw=rd bul&%g . plWv wrre rwrwed by that offlec . provide adaflOW fiy6�raar6ort and/or mab+r rsvisiarrs to plcast, �pscfft�font �d Qok a�u as folowx Uj 6 7-�%GW�� ./� � �. T�-f 13. 6o ham. e s R)1`17ClO ? [3 o a l?GhY If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 RM and 4:00 P.M., Monday through Thursday. .s S� 716 boo r NOTE S 1 2. 3. 4. 5. 6. 7. 8. ALL WORK per current editions of the UBC, DWELLING CODE, NEC, all other applicable, Local, & Zoning Codes. CONTRACTOR to VERIFY all CONDITIONS and dimensions. SOIL TYPE: SAND, SILTEYSAND, FOOTING: 12" below natural / compact and•finish grade. CONCRETE: 2500 psi ® 28 Days Provide Smoke Detectors in all bedrooms & hall. Battery type ok in existing. FRAMING: '^ a. ALL LUMBER PER WCLA GRADING RULES AND UBC. b. LUMBER GRADES AS FOLLOWS. (UNLESS NOTED OTHERWISE) - POSTS ...................... NO. 2 DF - BEAMS, HEADERS, RAFTERS, NO. 1 DF C. SHT'G: 5/8 or 3/4" STD. SHT'G. GR. Plywood INDEX 32/16 W/ 10D C 6" O.C. @ EDGES '@ 8" O.C. FIELD NAILING UN -BLOCKED. e. SHEATHING to be APPROVED by the BUILDING INSPECTOR BEFORE CONCEALING. NAILING SCHEDULE CONNECTION NAILING Joist to sill or girder, toenail 3-8d Bridging to joist, toenail each end 2-8d i" x 6" subfloor or less to each joist, face nail 2-8d Wider than 1" x 6" subfloor to each joist, face nail 3-8d 26 (51mm) subfloor to joist or girder,.blind and face nail 2-16d Sole plate to joist or blocking, typical face nail 16d at 161!oc Sole plate to joist or blocking, at braced wall panels 3-16d per 161loc Top plate stud, end nail 2=16d Stud to sole plate 4-8d,toenail or Double studs,'face nail Doubled top plates, typical face nail Double top plates, lap splice Blocking between joists or rafters to top plate, toenail Rim joist to top plate, toenail Top plates, laps and intersections, face nail Continuous header, two pieces (along each edge) Ceiling joists to plate, toenail Continuous header to stud, toenail Ceiling joists, laps over partitions, face nail Ceiling.joists to parallel rafters, face nail Rafter.to plate, toenail 1" sheathing or less to each bearing, face nail 1" x 8" sheathing or less to each bearing, face nai Wider than 1" x 8" sheathing to•each bearing, face nail Built-up corner studs Built-up girder and beams 2" planks 2-16d., end nail 16d at 24"oc 16d at 161loc 8-16d 3-8d 8d at 6" oc 2-16d 16d at 16" oc 3-8d 3-8d 3-16d 3-16d 3-8d 2-8d 2-8d. 3-8d 16d at 24" oc 20d at 32" oc at top a bottom and staggered 2-2 at ends and at each splic 2-16d at each bearing Wood structural panels and particleboard Nails spaced at. l� r at edges, inches at intermediate supports except 6 -inches at all suppo 48 inches more. For nailing of wood structural panel and particle` ,Q,� '9 16 a board diaphragms and shear walls, refer to Sections 23!1, � 2315.4•:-�%:,. �s for wa sheathing may be common, box or casing. 119.183 Subfloor and wall sheathing (to framing) , o 1/2" and less 6d Common or'deformed shank. ', •Exp.12,51-2000 19/32"-3/4" 8d Common or 6d deformed shank. 7/8"-1" 8d Common or deformed shank. \�b 1 1/8" - 1 1/4" lod Common or 8d deformed shank. q%` c1V11` F OF CA i �-�- ! ! ;�, i �_t 1.4 ; , _i. _i e i ' r t+ `1' i r ! 1 ; "j� �2 ,. , CA S ` .f r 1".t --t , ; ,'- I 1 -r ''_ ;-, - �.��`dp1.-m_� ��Tr �r, r��' •_ _�. t -i'i L _� _•- 4 )!C /77 � z- t" �- � }_ i _ •6'%� � -ir'•� t� � 1 . t ' � .� _.� �'T i ! , � L_ ' I , _ I i'i- ' - j- � r �:� + ; _.0_'FG�1 •� 7;c_517 lo, ��: !! ! S. � `7.� ; ► �I: 5..,• ia:s- s86$ . ��5� y i ; i I - +k I r i .!- -� 1._.},-t_�..-.•�• . _r_ _.i._ ' • .�. 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F._�_;__,�_ I � _ly� �, ` -,._ - I- �• r J t - ; - 1 -.o •+ :j�, G �,�* 8:.6� _cc4-;l+! �P_� -�s�_i �r : _ { r- 4::: %:..at!a 'Ovz ick c ,rte fy 4-1 _i t_} � i /xJC�4 vt�' ,y.%r� _p.12-!3�i2Q9E} ..�...i__"-'..»_..r3_ r__ i , ter �- -J ' , ••T�+ J - ( _Y.• T -•M• �-"�}j'�'' '- 111; ,C I(����� V' Q.^�� �, Y. •• • 7 I. `I_-II;�g� lt7 �rss7L Gid! _...- . ..!-ice i " t , 'T- - r i - L_ : T L T I T T 4 -4 -T- FT ff f.r2; 3}r :_`,: 1 -T' 2t 11 MkOWI)F,: ADDITIONAL- Ubb J- 4a S PER NO! I s ION ;�O I simmlvLANS;FOR jjj"w' � C RE eq of 4- Al 4-P 7 RN 044.t- MARKED -UP MATERIAL + 1, t -A BMII . I - !(fMN6,CALC,ls)W/REtb RESUBMITTAL i If T . ' x " _���^ t�'.• lei .l tom+ . Gv ,4;i_!f{fjy� tr".� �•-r.. � . ..,rF� / �IQ 1mTk I _ �I�7 }{1•� � Y_; t_* l_.��-�-�..y , f r , t I (.rr�) ��t►� �'` j i' 1 i ! 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L�,t% F � 1 .vA- r_W `A'j7fFj _ •?'if ± ' ['_ 1-`1-4•- Ce t - � ' 'S ' �° � G%'- - / ; 4 _ t • - 4. _ 'g ,� .:C t �.-:' j,, 2tS' [� {~ r •� 1 r I� ,^ 10 I'L (� _ :�!71 ,�• 1 trl�i `c .� r _ r. <. o- ... _'. . _.i.•. � i ' ..�...._. _,.y.__� r• t 4, �....L � �r;- � _ I -.#�' t - 'F r -tY_ �Yi.si �-r 6-v.�f-n, �' .s F' PY=�t' s�° .` 1b#8 r ,- - �F�•/Z..' b %?=5: !�" , 42FAT;�?..►�'� ;--�- 1 i -.4-44 - e), r14 'i� 2 8 _KZ f 20 i,� �•� 2' +_ 10.4. $-+__�}T�� � 1 _ 1 t 1 + � ," 1 'j 1 _n >= , ,> n c, wa /�s ai�t:. r � i { ! . ( Jrf i r - 19 C) 2 I'z r I'l �'5; _s + y _' s e F ;�y2a,lGO•Q.;Y `. $v r 8+:g y D�Z -Y. t.. r. . _ y. ? i...� _ Y _ j • 1 i ...�� I .i...'i' -{a i -t 1 v.-HYDRONICS,: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR:WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS :P.O-.!BOX 3176, CHICO, CA 95927 Date: 12-10--f998 * File: RIDE1 JOB : RIDER RESIDENCE, 1 HEAD FLOWING STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 30 GPM SPRINKLER MANUF : RELIABLE MODEL : F1/RES/3 MIN SPR FLOW : 16.0 GPM MIN SPR PRES : 16.8 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi GPM 1 17.0 3.90 16.9 16.1 2 17.0 19.7 3 17.0 19.7 4 17:0 20.2 .5 17.0 22.0 6 17.0 22.7 7 17.0 23.1 ' 8 9.0 27.1 �G�ION Co• 9 1.0 SOURCE 31.9 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA 4 REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER -METER LOSS VALVE FIXED LOSS 'SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 1 256 Sq. Ft. 256 Sq. Ft. .06 Gpm/Sq.Ft. .06 Gpm/Sq.Ft. 16.1 GPM 0.0 GPM 16.1 GPM 31.9 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE W.F. SQU`IBES C i Fire Prouinion x Contra =:n Lic. No. 275206 C-16 \TF Copyright(1991) 46.9 Psi by 31.9 Psi Hydronics Engineering 15.0 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 8.4 F/S 4 ,HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS ; P.O:-BOX 3176, CHICO, CA 95927 Date: 12-10-1998 File: RIDE1 JOB : RIDER RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 16.1 K= 3.90 L= 11.0 Pt 16.9 Pt' 16.9 1 Q= 16.0 F=LB F= 10,0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.4 D= 0.884 TL= 21.0 0.1319 Pf 2.8 Pn 16.5 3 Pt 19.7 ------------------------------------------------------------------------- 2 q= 0.0 K= 0.00 L= 4.0 Pt 19.7 Pt 19.7 2 Q= 0.0 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.0 Vel= 0.0 D= 0.884 TL= 19.0 0.0000 Pf 0.0 Pn 19.7 3 Pt 19.7 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 2.5 Pt 19.7 Pt 19.7 3 Q= 16.0 F=R F= 1.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.4 D= 0.884 TL= 3.5 0.1319 Pf 0.5 Pn 19.2 4 Pt 20.2 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 28.0 Pt 20.2 Pt 20.2 4 Q= 16.0 F=L6R F= 13.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 41.0 0.0437 Pf 1.8 Pn 20.0 5 Pt 22.0 5 q= 0.0.K= 0.00 L= 9.5 Pt 22.0 Pt 22.0 5 Q= 16.0 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 16.5 0.0437 Pf 0.7 Pn 21.8 6 Pt 22.7 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 8.0 Pt 22.7 Pt 22.7 6 Q= 16.0 F=R F=' 1.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.3 D= 1.109 TL= 9.0 0.0437 Pf 0.4 Pn 22.5 7 Pt 23.1 ------------------------------------------------------------------------- 7 q= 0..0 K= 0.00 L= 5.0 Pt 23.1 Pt 23.1 7 Q, 16.0 F=LR F= 8.0 C= 150 Pe 3.5 Pv -0.2 Vel= 5.3 D= 1.109 TL= 13.0 0.0437 Pf . 0.6 Pn 22.9 8 Pt 27.1 --------------------------------------------=---------------------------- 8 q. 0.0 K= 0.00 L= 17.0 Pt 27.1 Pt 27.1 8 Q= 16.0 F=5RS F= 12.0 C= 150 Pe 3.5 Pv -0.2 Vel= 5.3 D= 1.109 TL= 29.0 0.0437 Pf 1.3 Pn 26.9 9 Pt 31.9 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- --------------------- 9 Q= 16.0 --------------------------------------------------- <<< SOURCE >>> I Pt 31.9 E->45-Elb L=>90,-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 80 + 70 + 60 + 50 X Static X X T X 40 + X Resid 30 +* Spr Sys 20 + 10 + * Elev Loss 0++--+---+----+----`--+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : RIDER RESIDENCE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 46.9 Psi @ 16.1 Gpm Residual 40.0 Psi Req'd Press 31.9 Psi @ 16.1. Gpm HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS P.O-.,BOX 3176, CHICO, CA 95927 Date: 12-10-�8 File: RIDE2 JOB : RIDER RESIDENCE, 2 HEADS FLOWING STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm SPRINKLER MANUF : RELIABLE MODEL : F1/RES/3 MIN SPR FLOW : 13.0 Gpm MIN SPR PRES : -11.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO.- FEET FACTOR Psi Gpm 1 17.0 3..90 11.9 13.4 2 17.0 3.90 12.0 13.5 3 17.0 13.9 4 17.0 15.1 5 17.0 19.7 6 17.0 21.6 7 17.0 22.7 8 9.0 27.6 9 1.0 SOURCE 34.4 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq.Ft. TOTAL DESIGN AREA .. 512 Sq.Ft. REQUIRED DENSITY .05 Gpm/Sq.Ft. COMPUTED DENSITY .05 Gpm/Sq.Ft. TOTAL SPRINKLER FLOW 27.0 Gpm TOTAL DOMESTIC FLOW 0.0 Gpm TOTAL WATER REQUIRED 27.0 Gpm TOTAL SPRINKLER PRESS 34.4 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS.AVAILA.BLE 41.8 Psi by DEMAND PRESS REQUIRED 34.4 Psi. Hydronics Engineering PRESSURE CUSHION 7.4 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 14.0 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS : P.O.,;-BOX 3176, CHICO, CA 95927 Date: 12-10- 9 File: RIDE2 JOB : RIDER RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 13.4 K= 3.90 L= 11.0 Pt 11.9 ,Pt 11.9 1 Q= 13.4 F=LB F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.884 TL= 21.0 0.0.944 Pf 2.0 Pn 11.5 ------------------------------------------------------------------------- 3 Pt 13.9 2 q= 13.5 K= 3.90 L=. 4.0 Pt 12.0.. Pt 12.0 2 Q= 13.5 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D=. 0.884 TL= 19.0 0.0956 Pf 1.8 Pn 11.7 3 Pt 13.9 ------------------------------------------------------------------------- 3 q= ' 0.0 K= 0.00 L= 2.5 Pt 13.9 Pt 13.9 3 Q= 26.9 F=R F= 1.0 C. 150 Pe 0.0 Pv -1.3 Vel= 14.0 D= 0.884 TL= 3.5 0.3424 Pf 1.2 Pn 12.5 4 Pt 15.1 ------------------------------------------------------ 4 q= 0.0 K= 0.00 L= 28.0 ------------------- Pt 15.1 Pt 15.1 4 Q= 26.9 F=L6R F= 13.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9-D= 1.109 TL= 41.0 0.1135 Pf 4.7 Pn 14.5 5 Pt 19.7 ------------------------------'------------------------------------------- 5 q= 0.0 K= 0.00 L= 9.5 Pt 19.7 Pt 19.7 5 Q= 26.9 F=L F= 7.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.109 TL= 16.5 0.1135 Pf 1.9 Pn 19.2 6 Pt 21.6 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 8.0 Pt 21.6 Rt 21.6 6 Q= 26.9 F=R F= 1.0 C='150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.109 TL= 9.0 0.1135 Pf 1.0 Pn 21.1 7 Pt 22.7 -----=------------------------------------------------------------------- 7 q= 0.0 K= 0.00 L= 5.0 Pt 22.7 Pt 22.7 7 Q= 26.9 F=LR F= 8.0 C= 150 Pe 3.5 Pv -0.5 Vel= 8.9 D= 1.109 TL= 13.0 0.1135 Pf 1.5 Pn 2.2.1 8 Pt -27.6 ------------------------------------------------------------------------- 8 q= 0.0 K= 0.00 L= 17.0 1 Pt 27.6 Pt 27.6 8 Q= 26.9 F=5RS F= 12.0 C= 150 Pe 3.5 Pv -0.5 Vel= 8.9 D= 1.109 TL= 29.0 0.1135 Pf 3.3 Pn 27.1 9 : Pt 34.4 ---------- = 0.0 Valve = 0.0 ------------------------------------------------------------------------- -------------------------------------=----------------------------------- 9 Q= 26.9 <<< SOURCE >>> Pt 34.4 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly IJYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH 'PSI 100 + 90 + s0 + 70 + I. 60 + 50 X Static f x x' 1. X A 40 + X Resid * Spr Sys 30 + 20 + 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : RIDER RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve Static 50.0 Psi Residual 40.0 Psi * Water Demand Curve Avail Press 41.8 Psi @ 27.0Gpm Req'd Press 34.4 Psi @ 27.0 Gpm Caution Read Carefully! Installation Instructions — General 171-31 LOGO • .71. . • -11• •� � 1 �' 11•x- •- •- • 3. Install sprinklers after ceiling is in place. 4. Never apply paint and/or other coating to sprinkler or concealed sprinkler cover plate. 5. Do not install concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. 6. Use a Model RC1 Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling is shown on Fig. 3 or Fig. 4. Ceiling hole diameter is 25/8". 7. Final adjustment of each cover is made by hand turning the cover plate in the clockwise direction until it is tight against the ceiling. 8. Never install the Model F1/RES/3 Concealed Residen- tial Sprinkler in areas where ceiling temperatures ex- ceed 100°F. 9. When residential sprinklers are installed in plastic pip- ing systems containing glycerine, 1 1/2"wraps of a thick teflon sealing tape in combination with Hercules Blue Block sealing paste are required on the sprinkler threads to achieve a proper thread seal. Installation Wrench Model RC1 Sprinkler Wrench . w Fig. 1 Technical Data Thread Size Maximum Pressure Temperature Rating Sprinkler Cover Maximum Ceiling Temp. 1/2" 175 psig 155°F 135°F 100°F Installation Data Model F1/RES/3 Concealed Sprinkler Residential Description The Model F1/RES/3 Concealed Residential Sprinkler is a UL listed residential sprinkler intended to be installed in the wet pipe sprinkler systems of one and two family dwellings and mobile homes, in residential occupancies up to four stories in height or in the residential portions of any occupancy per NFPA 13D, 13R or13. The Deflector of the Model F1/RES/3 is marked 'Pend.", "Res. Sprkr", "F1/RES/3," 155°F and "K=3.9". The frame wrench boss is marked "Basco" and "F1 3.9". The Model F1/RES/3 cover plate assembly is labeled "Basco 135°F (57°C) Model CCP cover plate - - - - for use with Reliable Model F1/RES/3 3.9 K orifice, 155°F sprinkler only". Installation The sprinkler cup is to be firmly attached to the Model F1/RES/3 sprinkler. A teflon based thread sealant should be applied to the sprinkler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprin- kler in the fitting. A 25/6" diameter hole cut into the ceiling allows sprinkler installation and isroper) covered b the cover plate/skirt flange overlap. The Model Model F1 ConcealedS­­ - is only to be Inst fled with 135°F rated Model CCP Concealed Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pip cap insert. When ceiling temperatures are in doubt, measure with an accurate thermome- ter. Refer to NFPA 13,13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. The Reliable Automatic Sprinider Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60A NFPA 13,13D and 13R Nominal Maximum Minimum Required_prinkler Discharge Sin le Sprinkler Two Or More Sprinklers Orifice Sprinkler Distance Flow Pressure Flow Ea. Pressure Ea. Size "K" Spacing TO Wall Model (In.) Factor (Ft) (Ft.) (gpm) (psi) (gpm) (psi) 12 x 12 6 11 8.0 10.5 7.2 14 x 14 7 12 9.5 10.5 7.2 F1/RES/3 Conc. 3'8 3.9 16 x 16 8 15 14.8 12 9.5 18 x 18 9 16 16.8 13 11.1 20 x 20 10 18 21.3 14 12.9 The Reliable Automatic Sprinider Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -60A 1 . Sprinklers are to be installed in accordance with the latest published standards of the National Fire Protection Asso- ciation, Factory Mutual, Loss Prevention Council, Pleniere Assemblee, Verband der Schadenversicherer e.V. or other similar organizations and also with the provisions of gov- ernmental codes or ordinances whenever applicable. 2. Never replace a spray sprinkler with an old style sprinkler. 3. Never install a standard upright spray sprinkler in a pendent position or a standard pendent sprinkler in an upright position. 4. When replacing sprinklers be sure that the orifice sizes are the same. 5. Use only special sprinkler wrenches to install sprinklers. Any other wrench is liable to damage the sprinkler. 6. Never install a sprinkler after it has been dropped or damaged in anyway. These sprinklers should be returned to the factory for examination. 7. Never install sprinklers in the fittings until the piping is in place on the ceiling as sprinklers are liable to be damaged If screwed into the fittings when the lines are made up at the bench. 8. Never use the deflector to start or thread the sprinkler into a fitting. 9. Never install sprinklers in a pendent position on a dry system unless of a type designed for that purpose. 1'x 1/2" REDUCING FITTINGI r- — 2 5/8" DIA. 2 5/16" 01A y— HOLE_ IN CEILING CUP —l= — I' RA$CO 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING 112 " MAX. — — — COVER ADJUSTMENT F 15/ 16" COVER PLATE — ASSEMBLY 3 5/16 DIA. SPRINKLER 1/2" ADJUSTMENT Fig. 3 Manufactured by Rellableo Sprinklers Contained in this carton have been manufactured and tested in accordance with the standards of Factory Mutual, Underwriters labo- ratories, Loss Prevention Council, Pleniere Assemblee, Verband der Schadenversicherer or other approving authorities. Specific information on approvals is provided in respective product bulletins. Any alteration to the sprinkler after it leaves the factory including, but not limited to, painting, plating, coating or other modification, may render the sprinkler inoperative and will nullity applicable approvals. 10. Never attach wiring ropes or fixtures to a sprinkler or sprinkler piping. 11. Use special coated sprinklers in rooms where chemicals, acids, fumes, etc. tend to corrode. When installing, exercise extreme care to prevent damage to coating. Cover all bare spots with the sprinkler manufacturer's corrosion -proof ma- terial. 12. Use sprinkler guards on all sprinklers subject to damage from moving objects. 13. If pipe compound is used, apply to sprinkler pipe thread only. 14. Store sprinklers in a cool, dry place and preferably in their shipping carton. 15. NEVER APPLY PAINT OR ANY OTHER COATING TO SPRINKLER OR CONCEALED SPRINKLER COVER PLATE. 16. Removal of paint or other coatings with solvents is not permissible. 17. When installing sprinklers in plastic pipe, excess solvent cement used during pipe Installation must not become an obstruction inside the sprinkler inlet. Install sprinklers into the sprinkler fittings only after all piping is in place and the solvent cement at each drop joint has cured at least 30 minutes. Remove all chips and debris prior to sprinkler installation. 1 xi/2" REDUCING �ts- FITTINGI� 2 5/16" DNA —Imo--{` {--I r— HOLE5/8'IN C6TiNG Clip RA CO l �I MAX. FACE OF FITTING I i TO FACE OF CEILING DIMENSION CEILING " " 5116 MAX. 3/4 COVER ADJUSTMENT COVER PLATE ASSEMBLY 3 5/16 DIA. — SPRINKLER 1— 5/16" ADJUSTMENT The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 668-3470 Corporate Offices Mlp://www.reliablesprinkler.com Internet Address Fig. 4 .Ii Revision lines indicate updated or new data. PG. Printed in U.S.A. 857 PIN 89241038 J A New Age in . Fire Sprit-ie ldr Protection R&G LESOV SLOANE I A Con-'L�lete Line of Pipe and Fittit-igs for Wet Sprinkler Systems 1'110 11 R G Slyano ExtinguisllSulo lire sprinklor piping systol)l includ()s -.111 1110 parts needed for any installation: Pip() ill SUIT 13.5 dinlonsiolls burn MV to :l" auld ;.I complulo rculgo of fillings io lila same slzos, Illel11dlllg loos, A5" main 90" (111S., roducor bushings, sprinldor Iniad adapluls, caps and Other configur:.ilions. All lilling s aro sizo-un'-sizo, 11111 is a I" loo is I" x I" x Ileducej bushings eliminate the need for oxionsivo invonlOrio:; oI sPOci;.d pills and reduction willigurttlions. Threaded Connectors for All Standard Spi-ia-ekfer pleads A,pucial hl;l ss Iluomlod col noclol is Ill 0- vidod to pounil Iho connoclioo of Fury splir- klor bead to Ili piping sysimll. Tho con- noclol is simply solvent col)uullod io place ai ld ilii spl ioldol head i:; scl owns l on: Adjo!;Inde !;plinldol 11(1:111 minploe; tun else av,lihblo.'I holo I" ur ;1" adjustohlo ml;lplols nliminalo Iho noon to local (I1op, w111,11 Iho coilintl is rui llush with spllnldol osculchoolI plalos. Just scow the adapler till to Il)o coiling, 1111dor presale, allrr coil- blll irslallalion. is) Year Warranty 11 & C. SloanO warrants it, I:xlindrisllSom", filo splinklol syslunl ;ulaim;l Iril11lo (1110 to oliSlir:d dolnrl;; in nlalelials main woikman- ship lot IU yo11s kol)l Iho dale of Iho orlgi- nal installation. '1110 wan nilly :md condi- liolu; thrllool rnrl dofinnll in ;l W;ul;ally Cmlilic;lt0 plosoilled to fill.) building owrlor ,it till) lino) Iho Inst"Ohllon Is culnplolwl. F? & G Sloane... Your Best Source for Fire Sprinkler piping Systems H & G Slnnno'G C011S slnncy, (111111 y, (lopordrlblllly rod sorvlco hnvo nlado the company Iho loading Iholnluplaslic piping sysionl ill;uudarltuor in Iho l.lnilod slllos. Iliiyll-qualily plodu(:ls, will) pipo Ind fillings (roil) ono sollwo, onsulo Ih;tl Ili system will lit logolhm plupolly. 1=xcollool rlvnilahilily if; ollnlod 11on1 Il !1 U ,`durum's 1=;1'1 mill Woc;l Coast plants ecplippod w1111 high-vulunlo, slain-ol-Illi-rill oxlruding and molding equipnmnl. Local clocks riro ollo)nd by,Oloclod slockk)o di,- bihulurs. ' B & G SluallO field Sales Lnoil)oo)s, locril od nnlionwido, l)olp willmi"lors will),poci- licalion, design, il)slallalioo Irlining co)lill- cation and lollow up. Code Approvals I xlin4luisl)Su1on' lila,pllnldor piping syr•,- lon) is Undorwrilor, Laboralu)ios (Ul-) Llslod lar Liylit I lazard (NITA 13), 1losidenlial (NrPA 131)111(1 1311) and lar 1(,o in Ilolom Ah I'lonun)s -is d0lined in NI"I'A JOA. An oxPlndod til- LION 111,1 raisod IIIo l)laxinunl) lnlbtool lornporaluro Iron) 120"I- to I!iU"I'. novfuusly approved (r)r conc0a1n1en1 I)011ind 1 wall or acoustical coiling parols, I:xlinouisllsulo1" play now ho used in oxposod applical(ol)s below soloolh, Hal, horizontal callings as lung as ills installed Willi quick-rospunso spilolder Iloads 11lal havo dolloclurs with I" to g" of Ilio coiling. t.lslnll lnsidoothl spHoldors Illay also bo usod it Ihoy fro installed In 11(;cordanro Willi Ihoir listing. it St; c., s1,►:,r)e 7777,iluDl slilt' iv('. 11411c Kc O<, AR 72-206 (,U1) X190-7777 )'1 umne. (t30t )) 47.3-2686 ' l 611 f ( ()I.) 490-7100 1",.1x CABLE: GTI 111 (INC, PPFR �. (NSF)' Ouatru 1:K16till trit 0''1n n Inllimn lnd Iindmmnlk of M0 sin min UTI 10 1N IJ.11,A. I I/oa ----------- E .0it 7T7Rv,,t*To-' A 44 lCxtinguishSurel' Fire Sprinkler PipitIg Systern in wol oro sill It systo111s, pInslics 111o (luicldy 1)0coolirtg rocognlzod for thoir sn%lny :.tdvfin altos uvor such Ilmliliunal piping sualusials as blurlt bon, :aool and cuppur. Lilo fill pl11slics, 11 It, G '31uanu I:xlin(iuisl)Sill o'In piping syslonls aro liilldwuiglIt ill Id 1111 lot 10 sisl:"d to conn 'ion and scalo buildup. Howovor, Blintluisl►5uro"w also ullols ninny ollior bonulils such as o isior installation, a doid and 1)ollor Irydlaulit•. capa1)flilios. All sysiool of Illuso lacluls Inalio I1 & (3 Sloalm ExlinguisllSulo"" lila splinldor piping supolf- or Ili traditional 11101allic piping installations. 'Illo ocononlics 01 I_xllll(i111SI&II010 piping ull"IS a unitplo uppulilloity to uxp: lld Iit(s usu of lilo Splioldor :;yaonls as a co sl olloc livo moans of filo supp,os:;ion. 131=Goodrich 1-Iazo lllaStCl Materials PL1;;tic cofiysoinld!; used in H & G Sloallo's lila splinldol piping syslolos :1)0 spocially Ilwortuplaslics, lutuwll clsunlically as poslclaulioulod polyvinyl clilulidu (GIM"). Sinco Ilmir introduction it I960,.ploxlucl:; nloldod of Illuso Irisins Isavo hm+an oul- standing survico Isisluly in applications such ft s induslllnl piping and Ito, ruin -rind walor tlisbl1)uliun syslunls. Now Il & G Slo,loo. wollttnil Willi 131Tloodlidl, Ila' used Ileal oxpolf two to dovolop;l plpinll syslonl wills a compound callud 131azonlastol"O. Built Ex1ingtlisls5tllon°pipo 1)11(1 fillings aro made of 13FGoodlicll 1:11,17nnlaslor1jO Ilkllol ial. Developed Specifically for Fire Sprinklers 11 & (.i' ;;luano 111110 luctttl I.xlinguislsl;ulo"n Hill splbdtlor piping sy"lolon 111101. n lung anll cluolul sillily of Ileo splbddol unginour- fng Icquilorltill its. I:xlingulsl,;;tn0"" cun- sists of Iomilly avalloblo plpo arld liiling sp1)rffically tlosignod to luuol Ills spllnldur syslofis rodos. if & G ";Imll ; ExiingIIhAlSillo", -Ill ::prhllt for 111111) and lilling:; Luo 11mnolachooll Ili AS I M 'I"11131d' Inclu(llntl 1'117. (1111)"), 14:111 (ScIll)(lubl 40 I1lll11il:;) and 1:4:111 (SOlodulo 110 Illli11gs). Fast, Easy, Low cost Installation I1 16 H !iluano FxlinguishSol filo splinldor Mipin(i syslonls (111111 significfirll I;dun navtng:; 11) Ib",pllnidol corshnclo,s, 1110 savings alo sfgniffc;ull sinco Illo,bdlo In Inslnll piping is u:;ImIly !ill'% of nano Ill Illo cost of 11 !;y:;Infi1. L1y ludw:iog.lolal culls, filo splioldol syslonss lun:nnnl nmol 111lood1ildn. Superior Mitel' Delivery I I I. G !;lonnu lixlinguisll!;unt"" lilo :;plioldor Milling sysinms' suprniul Irydlnulic 4:1mtnc- Iolislics ulloll pooltil dosioll spncilicallu,ss lilt wnlol dol(voly to lilt nrol will) somllor di;anotol pipo and lillini)s Illarl iadilfunal . syslon,s. IoI oxaloplo, in many Insl:dla- liuns, it is possi1)io to nmol Sp0cilic:dions osioll :1/1 incl) of I incl( FxlinglikIl loo°" Minto in Mlaco of 1 1111.11 of I VI Incl, hImA bun 111110. 'Illo savings b, 111;do11aL; alono can Ito subsl;"Ilial and,o'ull in a nl(A0 "cunonsival and nlluldablo in sUllkiliun. Lowell- f=riction Loss Il t6 (a Slwuns I:xltnglIkIlSu,o (5011 13.5) Isar 1)0011 specially dosignod to provide lowor Irlclion loss for Ileo spllnldor pipltlg syslools. *1lm pipe, Isar 11•Iazms-willlanls C a"Lor (fi aur";oro 1)l losisl11nco of file sur 1,1(;0 to w:11(11. flow) of I So. No oilier Ilre splbddur ntidullnl lifts 1.1 Idillmr C I`aclor. Anil 1110 Idlllsor Ilm C 1'%u;lnr, Ileo luwor Ilse, 111r11u11 loss. I IYI)I IAULIC 1=1:11CIENCY OF Ex1i11guis11Soloat, SUI I 1:1.5' COMPAMED 'f0OI I II_I I MAI lA IIAI.S (3/4" Ili 2" (1vor4100) ExllnilulullSuro" SDI'1 1:1.5 "11 1d WN 100% S1001 Schedule 411 Coppor't'ypo M . 76% t'olyllulkyatlnito it��rr/ StIV),yII I I 70 YqunJmd,l6nnnnh"„„II„ I!Iluq In Ilm ulnllunnl,lp 1)l uulnldn 'dlnn,,,p❑ to wall Iilrhnnnn. I ,Lull -lore Joil'lits I llo solvonl r.ommntud juirlis in Illo fl & G Sluano F)dinipIi!J6tl10" Ilse, rp,bdtler plp- ing syslonl5 1111) lull Imlo will, nu Inlerlup- 1 lion of walo, flow.] Itis lar.,, along Willi larg- er inlosnal dl;uslolor and (owor 111dorl loss, 11salto II possi1)bs Io plovldo appropr1010 I walor doilvory ,aura 1)conulnlcally wills 'nlftll"r tlilunnlar ptplog syslofils. w.1flUwli-1, )-1W vsn NI (17.I.NIUJ ADII -10M)"1111'I.)IW y -- L :lo c anv.l •ulllll:Ilulsul Mi til :)Ienoi 11 '[I,II lnu�l"ll()II >j'uI pS)l:V)1,I)';,fI1u11n11l u:1:S1 a Ifol !(IIIu-)(IA.l. .1010411 lentil (0000 luut11Nunu0D 11 1111^ UI)uul Ill P011aetd 10(1100 to unpuolpui o.lu 110 (dI (lllll F)IIIjIlltllOj fit)eeLIOId.)O(I(1'I flJE){IIM.IeI)ll(� 111 011dlll 811101110111dI)OIU f)Illflfleltl l)UIlU9 I1o11u.11i191u1 null( l)njuln:111:;1 01(1 :ilitn113,1 (j1) ulnuqullN :do110N I Iflo(ImI '['hl 'll!; I )1111'1 11 pmll x(xl>I:"•(I Inl)1t1m111''oM 11:•1111111 1,1 .)Vn ...... 111 ,. ..........._ 1111 v.ur ' n-rl n ,u - ----- ( •lVl .. ._ ... , vw). 0::1 until - - -- 0171 Vil.l LI) 1111 .._................__..__... .. _ .. _. ........,..-__............-..._:..,._.__... 91;i 1 illllll III IA IV I`I I I ............... 1 . ?IO p.. ... ..... _ ...... .... IVnll -------... V/.1' ........... . -- ...........___----- .........0110110111 ill•I:vll.l !1!. I'll .....--........ ......._......-... ..... .__ ... ... .. . __'._............._ n •. - 111 v! I' nr dL_......- -- oil n l l•::I n 1.l -- •--------. _ .... t•;:l 1111 / 1 .. ... .. ....... ......... . - - vun tit. ('I► ._..........- ........ ..... . --- - - -- a;:nun/ l Flt .... .. . .... _......-------- ............ ............. ural 111.1 _...... _..: _.. _........... ... ...... .. ::11111.1 :)I11n!:,I ) . ..... 11 ........._ ( 111 � _.- ....... ... .............. ....-...__...... (.1111)1 / 1 fl!. CII , 1 ,. ...... ....... ... ... .......... 11 ... . 11.11 I I 1111.... .... .-' __-' •_. _...__._.._.. _.. _.... i'l (kill) / l I ' OL 911 .1101 O .1.101 1D (xVW),IN:I111111:) 'ous OP WOWINIW(11 1V;)I,IA.1. ..... ` ... . ..... ..._...... --- ........ LLOlacl .LN=IISNVLLI," =IAV1 I (II IV t'I?.I;�ILIV'11:)I I FILIV :;`I Irl):I `Ita I I ';;Ilt)lIu;111llllu 11011))110 1(11 x(11{�{:nal IF'1(lllllc)1j11'i1M L_)IS:IE) 1000111 U lll)10'll::n.l/1(11011 101 xO(1111011j:)olC) U.IU1117H.,I I);,Ilk, i'o;:l 11111) x11111111111 )11111 illi 1. ::11111)1: 1111111:1111111111111'll( II l(IIlll11::M11 .10MO(I M(>) 00011 14ull,l. ':•u.11nul) Ifllllul�1111tF 1t11olloll .:cl '.111{f1:ll(l 'ulll :;u 11::11 IIIA 1lallllii.:ul1 till: :; 11111 (IIIA1 Itllll'-�illn u:;ull1. xOa)lnu({ 1nO.010111►s0M I >IL1LI IO11OW :11IUOII(I() I e(11�n11 Itmom 101101:) 1IIIM 0"ll .1(11 (1110(1 „O1 IIO l)Ul)r,l:)tII Iu)l:luul 1111IIlll 11UFI IIFL.I()n111(1 :1),IllllKi IIF'(.I 1)1111000 .101)MO(l pot -I :t1ulul_i cs01lM l)OlnnFllt; ':IMV Ill. 'ON 11 :0011111(1101.1(►.Q. QOOI(I.IoIlIoOM 011(1{)(1.1 (arid looplim) :1"OS I (It .,OV (I DION 00S) F):;(I .0(1)1)110(.) 111 1001101 :µl:)n1u0.11n11_1 . ill lnlV .1111(lu)fl (It1111111111S 111.10110E) uNa►IV-0AIJ :oUfj 0:►1n.I0S l)0z11111ocf I10ZI ltalhcj ?-01) ')(I A;' I WAO?, I. :)VAIN :511<Nlllun�/ 00001(<DA .,O1. l)0u '.,Il '„<) :0(111►11(1AV tit)XIS CI:IAOLIcIa1V 1/ucl 'CI.1.1.51�11 -911 9)1:(iC-9ZC (()NlO CC.b1.-1•VV (1)1.0 S)VI.c!) OW '111110-1 -IS LW"lfQEW t(1>utn),y '[)1.1111110 'tIIII1N Itoi-I 001110"L x011 'O'cI/"PH f1IM10 1.002 joalli olluo"1 L!435. ItIFu(Ilurr::) IuulllS :)1.111:)01=1 .1(119<►cl CL1."I '€'aPW 'U Iuulil5 aL(Sau1> .lo1nC1<.a ..,,� IID 14 1 (R)I)POTFER Pollor Eleclrlc Slgnr►I C01111)n11Y 2001 Craig fl(L,/V-0. I)ox 2114110 SL 1_01119, MO 63146 (3'14)0711-4:12'1 / (11(1(1) :1211-3!1:1(i — BELLS PBA -AC til PBD -DC 1301101, EI0cl1'Ic Si Inn( (4 Mfg. LTD 1967 Locale SU'eol ,3011 Mills, 01a"rlo, Cr111"cla M302M3 (4-16) 44'1-1033 UL LISTED. FM /1P131lOVED Slzon Av"Ilablo: G". 0", 1:1110 '1O" Voltages Avnllnbl0: 24VAG 12ovnc 12VDG (10.2 to 'I G.G) Polarized 24VDC (20.4 to 31.2) Polarized Sol-VIGO Uno: Plro'AI"r"1 Ciel lorol .SI(JI IE111114) BtioUlti /11n1N1 E11V11'011nlalll: b(((oor or okilduor U. (I (See Note 'I) -40" to I5(1"1= (ouldool• use require W01:111101 -proof I u1(:1(box) for111111ntlon: 4 No. '10 AWG Slur(((ped wll'e9 1=1111sh: Ilo(I 1owdeI' coE1III (I Doll Guard: UI11Ve1'sni 1)011 iluElr(I IN410(ol IIICIU(led oil a" & I0" bolls Iur (Iso will) C01%lol- Inounl gualds. 0101011"1: Model 13131<--1 wonll►ollruul bilchbox '1'110 so vibi-liliv lypo I)ol ; 711,0 d(Isiollrlll Iur 11!:1) :1s Iho, I)11rl'Ilnl', or 41trlorril sl{II►nIINg (lovico,. '1'lloy Ilnvo low 1uw0r ( UI I:illlllpll(111 ill It 11111111 llIfC1111,11 1 71111 111::. I I U) 111111 I I IU1111ts 1111 11 sWI1011111 4" 9(lt1n1'e Ole<:1111,111 liux I(,r 111dour ust), or oil n Nlodel BOK-1—11111101pruul I;4ic (I/Ox IO1, 11111(111111, 11plllil:nllulls. 111..1.. I:)1,; 1:11-1'1_`; 111,11- I10l_nFurrl) IA HAVE L-1LlII-T-IN THANSII_NT 11f10'11=C:I1VN: TYPICAL Ill - .• V1.)1.:1'nt:13 MODEL NO. 8'1()CI( NO. CUIIIII"NT (Max) 4/ 101-r. 11 12VI1t: 11 •�.�. �. 1:'VI 11: I'I 1111:'11 Weillllurlxuul 1)7ua(I)>x loodol DLII( -I ::;11<, 1\111. 1wo1►l►I. MINIMUM cill 0 10111'. """ 111 I%VI)l: 1'11111: 111 .................. 1/111101% - ,1 :!•IVI'It': 1'111 1:!• 111 .. ..... .... .... .._............... .... .... _. 171111111) II % •IVUU ...... I'I11 ).. •111 I/ 1001! 10... •IVUs: ..... 1-111W•1 10 ......._.......__..) ......_. _. 1 /1 1111 I:!%• _.... - '- - -- .0({11 - - ..... ._ .... .. 1 V nl: 76 —_—.—... __.__...._.. 11 ;!.Ivnl; 111111% •111 1 /1111t1'L4 to ..Iva(, 2 I ' 111124 I t ............. . . ........... _.....:............. 1 / 11111'1.•1 _.,__.,•r ---•ll V c� 1 I'1:1A 1911111 .... ...................... ............--.--------- - ' 0 70 I ll000p.4 ------1� -'— -' I2.0wnr 1'0111%1111 111011024 .1711 11.1 76 11111)024 Io 120vnc 1'11111%1110 Weillllurlxuul 1)7ua(I)>x loodol DLII( -I ::;11<, 1\111. 1wo1►l►I. MINIMUM cill 0 10111'. Nolus: I. MlDinlunl 1113 I-ali(1(Ic m'o 1:711culrlloll Ilool 1111n(Iroind Go11D(I 1110691110 11lonsuronlellls 11111110 nl Unporwrllors Lnburnlorles "s specillo(I In UI_ Slunllnlll I(A. ill- lonlpe1111111e I11Ilg0 Is -3O" ID 150"IT. 2. lYl)Icnl 1113 relllnlls urn cralc1,11111o(I 11,0111 IoOnsult,nlnnle 111nr.10 Willi 11 coo will sound level 1110101, null are 1114111011111" Of output lovols In 1111 i1U111111 Inslal1711ion. , PAGE 1 aP 2 MICr. a11050(10I• IIEv I Pr11NTED IN USA M1=li. 0640077rr 76 1/111101% .1211 ,1111 .._............... .... .... _. 171111111) 1211 ; 1111 G I/ 1001! 1211-- ......._.......__..) ......_. _. 1 /1 1111 I:!%• _.... - '- - -- .0({11 - - ..... ._ .... 11/ • __..._. ..._._........ ........ 76 ....... _.........._..__........ 70 1 /1111t1'L4 .0011 - _.....:............. 1 / 11111'1.•1 .Illln ---•ll 04 79 .... ...................... ............--.--------- - ' 0 70 I ll000p.4 .17A ---- 111011024 .1711 11.1 76 11111)024 1711 114 dlliA�..._^ --'-'11111111211 _,-.. .... ...•.. �1111� 02 I16n-i ... ...._.. ..___.... -_...._.._ IIIIitwo .111111 .... 1111 ........ " • Ilii ...... ................ Nolus: I. MlDinlunl 1113 I-ali(1(Ic m'o 1:711culrlloll Ilool 1111n(Iroind Go11D(I 1110691110 11lonsuronlellls 11111110 nl Unporwrllors Lnburnlorles "s specillo(I In UI_ Slunllnlll I(A. ill- lonlpe1111111e I11Ilg0 Is -3O" ID 150"IT. 2. lYl)Icnl 1113 relllnlls urn cralc1,11111o(I 11,0111 IoOnsult,nlnnle 111nr.10 Willi 11 coo will sound level 1110101, null are 1114111011111" Of output lovols In 1111 i1U111111 Inslal1711ion. , PAGE 1 aP 2 MICr. a11050(10I• IIEv I Pr11NTED IN USA M1=li. 0640077rr IMI VIJ9 *I 'A'11 I 1111111tow u11IIl - - oat'. 0 1 4 W 6L 6 timl ;)Ill 11111, ").10111 JOA 0:1010.1, . ....................__....._..,.........,.,..,.II_; I! it p 0 INSTALLATION AND MAINTENANCE INSTRUCTIONS {(� r.5TEI 14 Threaded SEIV-SOR11 WFDT/WFDTH Vane -type A Division nl fill„'. 3H1.S Ohio Waterflow Detectors Avenue, til. Charles, Illinois 60174 1'/", I HOO SENS(1R2, FAX: 6311.377.6495 Specifications Contact Ratings: '11vo sets of SIVI• (Fol -Ill C) Ill A 0 125/250 VAI:; 2.5 A ( 24 VI)C 111ggering'I'hreshold l)andwidll► (Flow Kale): !I - IU GI'M Service Pressure Rating: 2511 I'SI (Max.) Overall Dimensions, Installed: WI IYI' !15/11,"11 x 3'/4"W x 6'/.,-1) WI'I)I ll.- V/u."ll x V/11,'W x W/4"I) 01wrating'Ienllm-ature Hanges: 32•,F - 12011 1; (0" C' - 49"C) Shipping Weight: 2..6 Ills. The WFIYI' is H.L. listed for indoor and outdoor insiallalions The WFI71'll is U.1.. listed for indoor use only. The WFIVi i! can lir installed belween 2x4 slid wall r.onstructioll. Important Please Read Carefully Aud.Save This instruction -manual col tains important infornulliun aborll the inslallalion and operation of walerflow detectors. Purchasers who install walerflow deleclurs for use by others must leave this manual ora copy of it wilh the user. Read all ilist rucliuus carefully hefure beginning. /I►CAUTION I Ilse vane-Iylle walerflow detectors ill wcl I)illc systems only. Ill) NIYI' USF IN DRY -11111F., 171?I.1,R;I'., OR I'1(F-A(;- TION SYSTIWS. The sudden inrush of water ill soar Sys kits may break the vane off or d:uuage the Inechanisnl. Do not use ill potentially explosive almosllhcres. Do nil leave unused wires cxllosed. Principles Of Operation Vane-lylur walerlluw del('clors nluunl lo walcr filled i)iper in sprintder systems. Water flow in the Ilillc deflects it vane. Deflection of the vane Produces a switched output, usually after a specified delay. All WFD'I's have a pneomatically controlled mechanical delay mechanism. Delays are nonctimolallve; Ihey reset if the flow of water stops before the entire delay has elapsed All detectors will aClivale on a suslaiued fluty of walel greater than Ill gallons tier minule (gpm) hal will not activate if the flow rale is less than 4 l,Pnt. Compatible Pipe Toes The WI'IYI' and WFII'I'll Iii I "lo I I/7"NIIT threaded ferrous and brass, I" to 2" sweat brass. 1'/i" polybutylene plastic and 1 " pvc plastic lees having a I " (hleaded MIT braiwit (sec Figure I mull chart fur recommended We depths). Approximate Tee Depth flequlrements (See Flgure 1) Tee Depth Threaded Sweat Poly B CPVC x 1 x '1" 2'/u" 1'/", N/A 2'/4" _I VA x 1'/4 x 1" 2'/2" 2'/u" _ N/A N/A 1'/2 x 1'/2 x 1" 23/4" 2'/4" 21/2" N/A 2 x 2 x 1" N/A 2'1/4" N/A N/A Figure 1. Mounting dimouslons: Wh, 1wr111) I• �wrunp--- 1- X— I-lnnl ul l'uldb l"•n) L/u.1Ihllnlwuun Ino and Ilul4eo ul I Innyu lou Ili dL /I 11 - Inn I,iN�q, nl,wl I. 1 nu n�gml laid„ I'Llnik V.,— A78 OV) INI Installation Guidelines hefure inslalliog any walerflow alarm device, he thoroul;Illy familiar with: NFI'A 72: National lire Alluat Code NFI'A 13: Installation ol'Spriukler Systems NI -I'A 2S: Iaspeclion, 7irslillb" lard Moialerwnur of Willer -based Fire ProNet -lion Systems NFI'A 131): S1fu111a1-d /Or 1 mid 2 himily UO11,Ilirtl's mall f1 Lua1%aclared llorac.c NHIA 1:11(: shrrularrd dor multi-/iaaily 01o1r1lin).;s N770•05-00 1 156.4110 03 E Mu V./z lip 44" , WW' Quality Storage Tanks I [,-tglr Vc�� tical. -JL r Tat m Maintenwice Free t M. Economical TA N K :.; TZ )!a.; j,jjojj,.risooqq of sapfn pt, . v SOZOIS dlf,'VRT '. IOU ;..)L1.1 LI AV til D.) I A.Mf-, SLIVOtt-I tl( wil: 111( 1.-).1 oI LII 1-.)Z plim)(11.1.1o..) .1no To .1,-)A,)LI fl!A, s'.I0)j(IjLjLIl -A-1 I Ptll� .101o. I -)LI -C'S' 01 IX,), -,)l -I ON I"! Ll'IM0.1"i DILlfil! '--)Ilhl,(j() tl')!Al\ J-)LI�ICI 01 LIAA-0.Iq L11 ;)jCIVj!1AI' 131-117' -')LI,-.)jAt.II�-)Aj0d j).)AO.ICICII' V(.I,-1 uu),Ij Xi P LIO .1nocIr. Ulov)A I -);)DLI ON -)LII Ip.I AjIVIlLIVtLI .)LI.1 .10 A111'.11LI1101-1.1 ')tll pill" AoIN M I I y t - I LIl 011.11 InclS>JLIV.I, ()I N1 BI;tL, 200 1b. wimp bronze check Horizontai swirtlr - new-iriding lype - Iieriowilldo I)itx 200 PSI Ikon -Shock Cold Water Kr -403-W NIST to NP'I* 1 (a:)nlclnn : k.) `;I.wcifi :alioll: M i`+•::;P-80 MATMIAl_ LIST A AI)E AMERIGI KT -40113-w lhvt3.,a red UIMLIT':4 111 ', FAnT MOM II:A I IUN I. n(IIIIII!I 111m1i1! A:OM n•IZ'. Masll:r Nominal 3. 1!inVe Fin hnn,..: 'allA O.I41) Al)ny 1:11AInI m bnl I:artnn Sim It 13.1 A1,,.y 4 (lira. Hn11(ICf lino❑y ::11.1 n•Ca fi. Wood.( rinl n,ow., At; 11.1 11.97 ANny C.WY-AXI fi. Mv.. Hnielm Hamm A-1511.1 8N.. 7. Seal OI:x I!ubhia (I I C ?Sir R •I.1 _ U. :Cal Lli!x MA hroli:e ASI 1.1 B. 16. or H 4i tJluy L(5(lxl f1 Ililun ftiu r'ogl III,I .l: AS11.1 14.1.111 Nlf)y IT.471xN1 (ILEI Vb .,) IU. :cal Ilisc V:; •II,I !•!UAI R !V4 Alloy Uj-,Ubl :SLn 3S', t', ISs'r,A 14' will. A AI)E AMERIGI KT -40113-w lhvt3.,a red UIMLIT':4 111 ', WF -.1(,111:'. 011JAN I I Ir, binlEn:.inn.', Masll:r Nominal .., , ._ .__ Apples bnl I:artnn Sim A d NVI IVI. III'milily Ullanlily b4 .',�: I'S.•I fl 10 !11.1 2.1 Al 3 (1 w 2 S';1 3' i16 4.9 2 Ill r ':1 ySI G'.i 10.2 1 4 'I)Ilelyd r.:. K1.1.�1'f •,.,ly P411 I( check vl!I+.": may be in5lalllrl in I h,llll I,m.' NIDI 1m.I mrhanl I1 et; w1n1 I/() Y:OI 11 i4wi (a Ill :lr.y inl,!Impl lisle Ix1511,on. NILti_:U If 1i_ , fcl..l<f lhl'(1INDIANA 15 A 5, 1 7 1=: i'r F 1 1 1.1 rl 1' F?: 1 i:.: 1•I 1 -_ `---......_.___.___.__.....,......�_...._ . ° �• 1 1. Anoch valve to rank wall and connect volvo Inle to water supply. 2. Valve outlet must be 90° to watcr lovel for bind free, operalion. 3. Screw stem and float to short arm. A. Rotote arm and stom for desired woter level, tiFjhlon short alit) tlwmbscre,v. - -- QUESTIONS? TEC"HICAL ADVISE? CONTACT OUR ENGINEERING DEPARTMENT. J400j 871-6231 a TU',=I -IH1C11. lAr' p, Manufacturers of Pumps and Supplies.�iT;Al.g,,8.^.�Pkcd�nclll0�..f3t!' Sheet No. 1303.01 Effective 2-15-93 Supersedes NEW CONTAMINENT - FREE FLOAT SWITCHES FEATURES: NONMERCURY FLOAT SWITCHES ENVIRONMENTALLY SAFE UL RECOGNIZED & LISTED CSA APPROVED TURBULENT RESISTANT PUMP UP SWITCH PUMP DOWN SWITCH -BIDIRECTIONAL SWITCH n , r•v F.1 An 11 ICTAAC AIT APPLICATIONS STORAGE TANKS SEWAGE LIFT STATIONS SUMP PUMPS PONDS ALARM SYSTEMS SENSOR FLOAT APPLICATIONS ORDER NO. CORD LENGTH DUTY MAXIMUM NP RATING MAX. AMPS 10 HS _WP id CORDHEAVY 1 FIPQ 12tH, 2HPQ 230V 1S AMPS 20 HS =WP 20+ CORD HEAVY 1 HPQ 120V, 2HP0 230V 15 AMPS 20 HS8WOP 20• CORD HEAVY 1HPQ 120V, 2HP0 2WV 1S AMPS 81DIRECTIONAL WITHOUT PLUG co � A-1 PLUMBERS SUPPLY 994 E. 20th St. Chico, CA 95928 * U - PUMP UP Order by Order Number - add Directional * D - PUMP DOWN Letter in place of the asterisk AVAILABLE IN 10 FOOT' OR 20 FOOT CORD LENGTHS WITH PLUG ALL PRICES AND SPECIFICATIONS ARE SUBJECT TO GIIANGE WfIHOUf NOTICE. F.0.8. SHIPPING POINT HAYS PUMPS INC. 1UKs0 _— _� APPUCATIONS::, Specifically. .,designed for the following uses: • Lawn sprinkling • Irrigation • Air conditioning systems • Heat pumps • Water transfer SPECIFICATIONS Pump: • Capacities: to 114 GPM • Heads: to 127 feet • Reprime capabilities: to 25' suction lift • Pipe connections: Model Suction Discharge_ XSH07 1'h" x XSH15 1% _XSH_20 2' XSH30 • Temperature: 160°F, (71'C) maximum. • Rotation: right hand ie: clockwise when viewed from motor end. %) 1994 Goulds Pumps, Inc. Motor: • NEMA Standard, open drip proof • 6OHz, 3500 RPM • Stainless Steel Shaft Single phase: 3/4-2 HP, 115/230 V; 3 HP, 230 V only. Built-in overload with automatic reset. • Capacitor type • Three phase: 2 and 3 HP, 230/460 V. Overload protection must be provided In starter unit. Starter and heaters (3) must be ordered separately. (,t II III i:. Cak e-Cou led 1 [051 XSH FEATURES Motor: Designed - continuous operation.- -All",,: Sell -Priming Design: ratings are within the Water Is retained In the" working limits of the motor. casing while the pumpCorrosion-resistant • .�< 'S= '• dispels air. Once primed, Coating: Electro -coat paint tills pump stays primed. process applied inside and ;+t', Impeller: 20% glass filled out, and baked on. >?: thermoplastic (Noryl") on 3/4-2 HP models. Bronze SELF -PRIMING ,'•:� impeller on 3 HP models. pY. Enclosed design for high efficiencies. Threaded G q9, directly on motor shaft. Casings: Cast iron o o construction. 4 bolt, back pull out design. Tapped ° openings provided for vacuum gauge and casing D Water reclrculates, but during drain. Mechanical Seal: Carbon/ re -priming operation only. ceramic faces, BUNA Air is exhausted elastomers, 300 series stainless steel metal parts. f from suction line I through discharge Exclusive casing design pipe. prevents the seal from running dry. bl Arrows show flow of water after all air has been exhausted from suction line. Eflective June, 1994 BxSH 100 348 Illi :314 123 146 386 347 383 131 338 fl. x1; •COMPONENTS •�•vYr. l' ':1•r e a r( -),Item D P 123R.Deflector XSH07 131'Pumpfoot 146 Dlaphragm (except 3 HP L — APPROX. 304 jrnpeller nut — throe phaco XSH15 only (not shown) !' 314 'Motor adapter 338 'Motor — XSH30 347Guide vane ' - 348 "Guide vane seal ring 1 (� 383' -.Shaft seal 1910 386 Guide vane flange 1'h-• DIMENSIONS AND WEIGHTS 2 ' 6 Pipe Size WI. r .. Model. HP L Suction (lbs.) Discharge ?'; .e' XSH07 % 16% 1'h 53 XSH10 1 171/is 1%2 56 XSH15 1'h 19 •2 1'/2 65 : ( XSH2O ' 2 19'/2 2 —77 ' , :XSH30' •3 21% 2 88 PERFORMANCE RATINGS (in gallons per minute) Close- ounle Self -Priming XSH C�; y 4' Model No . XSH07 SEE CHART XSH10 L — APPROX. XSH15 XSH2O XSH30 ..,; HP % 1 (� � � ��iJr�.� i 1 1910 1'h-• 2 3 Discharge' —yam _ Pressure 20 30 40 20 30 40 20 30 40 20 30 40 20 30 40 PSI 10 39 11_ 47 39_ 27 57 54 34 73 71 57 89 75 58 a d 15 — 34— _30 27 0 45 37 23 52 49 27 66 65 50 85 71 50 20 28 23 0 41 34 18 48 45 20 56 55 43 82 68 0 25 22 19 0 33 31 0 41 40 0 44 44 33 72 64 0 NOTE: All'pipe connections are `threaded -NPT. (All dimensions are in inches and weights in lbs. Do not use for 'construction purposes.) t' t r' WATER TECHNOLOGIES GROUP SENECA FALLS. NEW YC W 13148 %l NPT PLUG SUCTION SEE CHART, 9"/ie' 8' - 3°hs' a DISCHARGE SEE CHART L — APPROX. + t ,�,.�tr�.,' .i t,;((jy,� tyy� Pt � .%Hq�' 1 (� � � ��iJr�.� i 1 >•7 i' .r ' Imo- .,.,••� %" NPT �� 1�2s/s'� <— 5'h' DIA3/HOLES DRAIN PLUG SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE;. PRINTED IN-U.S.A... 22 1, METERS' FE 270 �....... ;;yip • ; �'.:-;,'�� , 35 - 110 30 . 100 m'/ h !• 25 ' 80 U 70 Q 20 - 60 ..l 15 50 O 40 ~ 10 30 5- 20 {`I 10 OL 00 0 METERS FEET 120 35- 110 a 30 100 = 90 U 25- 80 4 z7n 0 20 - a 6( O0 15 5( 4( 10 31 5 �0 4 8 12 16 20 Y4 z0 oc O„ „ -- 0 2 4 6 8 10 12 CAPACITY 3) 1994 Goulds Pumps, Inc. 23 pumps XSH 4 8 12 16 2u Y4 z0 ac 2 4 6 8 10 CAPACITY — — �....... ;;yip • ; �'.:-;,'�� GPM a k m'/ h !• r r . ..l s {`I GPM t` m3/h c; Effective June, 1994 ` CXSH07 ' r, c cw Sze F/c �a 7 -/o,,,� --Z. S r i f t s �Ar SPA t4 • +DL � a- � 2 �f i4SiAr</ •SN/.�GL l,� �oOr'� ri- � j�j-�; -7.-3'1,-r. 2 c,�c m— ,,.., 03 :'off bfa,2 iZ ' .�?•rzor�c �-�o;.:•�- -L. C, �^E,clT lzocM 12. 4 f-4 = q-7 A., rJOi , - .• sLr�./Lt ` f'b� G"l 2 l%`',-.i '' G•c�2 b- X463 i `R U_ gZ V = 77,, !z`lA4rC.ROsS aM ATdPDiT 4-6;-Z AT'13Acc. ♦ M ,I ' 2 1 I ; • / ^ \ •w' �i � � ♦ / � ` � �� S I � I � �Y 6 I GJ�` � - 6 ' _ tY Y ♦ 1 1 1 i .�.:� • 1 .. •l. {.. to `ho,a�;,N )qFADEt7, S JaA"�/; / R ZG r /wo 2 (rs zp•3 3 . k fT rL oo o, . N D c� i Bernard C. Adams �— Farms N - iCivil Engineer #110183 FE88 v�9�. :11022 Acacia Pkwy. Ste. E v "K 1 v c r nl\ , ...:; Garden Grove CA -92840 (714)-636-0294WALL ��. ✓ �• a i uj Fjo - L OF 6A fa : 11 Dom 7, jr"= ON 16 243/e' l - t Typical PA51 Installation (PA68 similar) MINIMUM SIDE COVER Typical PAHD42 before Concrete Pour (HPAHD22-2P and HPAHD similar) . Min. Embed. Nails Depth Allowable Uplift Loads (133) (160) 4 to°i,•• r =� �� r PA68 APAHpzs, 4 9-16d 1690 1805 Nails e. olyl Dia 6� HPAHD22 HPAHD22-2P Typical PA51 Installation (PA68 similar) MINIMUM SIDE COVER Typical PAHD42 before Concrete Pour (HPAHD22-2P and HPAHD similar) Typical PA connecting Stud to Foundation (use PAHD42, MPAHD or HPAHD22 for edge applications PA51 (PA68 similar) PA/PARD/HPAHD 6a fiOLDOWNS Wood -to -concrete connectors that satisfy engineering and code requirements. MATERIAL: HPA-10 gauge x 21/,6 ; all others -12 gauge x 21/,6" FINISH: Galvanized. Selected products available in Z -MAX coating; see page 6. 1 INSTALLATION: • Use all specified fasteners. See General Notes. • Bending the strap 90° to aid wall placement may cause spalling behind the J strap. If the spall is 1" or less, measured from the top of the concrete foundation to the bottom of the spall, full loads apply. For spalls between 1' and 4' (see illustration), the allowable load is 0.90 of the table loads. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber lets than 31/2' wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with 10dx1 l/z' nails or fill every other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load,'or the slab is designed to resist the load imposed by the anchor; or (b) slabs ire poured over concrete block foundation walls. f To get the full table load, the minimum center -to -center spacing is twice the d embedment depth when resisting tension loads at the same time. FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from top down); additional nail holes need not be filled. Nail and bolt quantities may be reduced further for less than 8" corner distance design loads—use code allowable loads for fasteners used in shear. 1. TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the •1ve* holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see table footnote 1, pg 23 for exception). Fewer ,, ��fasteners are used, reducing allowable Ioads.Loads are calculated using a 4" slab . over 6" and 8' foundation walls. PA51, PA68 FOUNDATION STRAPS: Designed for foundation to double 200 band gists and crawl space floor system connections in high wind or earthquake resistant PAH042, HPAHD22, HPAHD22-2P HOLDOWNS: Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the r•, 'shear cone. Rebar should be a min. length of 2x embedment depth + 12" (except corner ° installations, pg 23). Install before pouring concrete by nailing to form. Installation holes allow nailing to the form, resulting in 1' deeper embedment; see illustration. 0 OPTIONS: See also HDA Holdowns, LTT, MTT, HTT Tension Ties. CODES: BOCA, ICBO, SBCCI NER-393 and NER-469. ModelL No. . Min. Embed. Nails Depth Allowable Uplift Loads (133) (160) PA51 51 4 9-16d i PA68 Typical PA connecting Stud to Foundation (use PAHD42, MPAHD or HPAHD22 for edge applications PA51 (PA68 similar) PA/PARD/HPAHD 6a fiOLDOWNS Wood -to -concrete connectors that satisfy engineering and code requirements. MATERIAL: HPA-10 gauge x 21/,6 ; all others -12 gauge x 21/,6" FINISH: Galvanized. Selected products available in Z -MAX coating; see page 6. 1 INSTALLATION: • Use all specified fasteners. See General Notes. • Bending the strap 90° to aid wall placement may cause spalling behind the J strap. If the spall is 1" or less, measured from the top of the concrete foundation to the bottom of the spall, full loads apply. For spalls between 1' and 4' (see illustration), the allowable load is 0.90 of the table loads. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber lets than 31/2' wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with 10dx1 l/z' nails or fill every other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load,'or the slab is designed to resist the load imposed by the anchor; or (b) slabs ire poured over concrete block foundation walls. f To get the full table load, the minimum center -to -center spacing is twice the d embedment depth when resisting tension loads at the same time. FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from top down); additional nail holes need not be filled. Nail and bolt quantities may be reduced further for less than 8" corner distance design loads—use code allowable loads for fasteners used in shear. 1. TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the •1ve* holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see table footnote 1, pg 23 for exception). Fewer ,, ��fasteners are used, reducing allowable Ioads.Loads are calculated using a 4" slab . over 6" and 8' foundation walls. PA51, PA68 FOUNDATION STRAPS: Designed for foundation to double 200 band gists and crawl space floor system connections in high wind or earthquake resistant PAH042, HPAHD22, HPAHD22-2P HOLDOWNS: Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the r•, 'shear cone. Rebar should be a min. length of 2x embedment depth + 12" (except corner ° installations, pg 23). Install before pouring concrete by nailing to form. Installation holes allow nailing to the form, resulting in 1' deeper embedment; see illustration. 0 OPTIONS: See also HDA Holdowns, LTT, MTT, HTT Tension Ties. CODES: BOCA, ICBO, SBCCI NER-393 and NER-469. ModelL No. . Min. Embed. Nails Depth Allowable Uplift Loads (133) (160) PA51 51 4 9-16d 1690 1805 PA68 70 4 9-16d 1690 1805 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 2.16d sinkers (9 ga x 31/:) or 10d commons may be substituted for the specified 16d commons at 0.85 of the table loads. 3. Optional fastener holes provided. Calculate loads according to the code to a maximum of 3685 lbs. Minimum embedment is 4'; 5' to the nearest edge. 1. HPAHD22 may be embedded 4' into the slab and 6' into the 8' stemwall beneath for a maximum load of 2810 lbs. at 8' minimum from the closest corner, and 1200 lbs. at 1/2' from the closest corner (like installation 4). 2.TYPICAL INSTALLATION: The minimum concrete compression strength is 2500 psi. For 2000 psi, calculate loads at 0.89 of the table allowable loads. CORNER INSTALLATION: The minimum concrete compression strength is 2000 psi. 3.Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 4.16d sinkers (9 ga x 31/:) or 10d commons may be substituted for specified 16d commons at 0.85 of table loads. 5. Minimum nail end distance to prevent splitting is lox the nail diameter, or 15/o' for 16d nails. 6.Calculate loads using straight line interpola- tion for corner distances between Ya' and 8'. 7.Minimum lumber thickness for boll allow able loads is 29V for proper embedment of bolt into the wood member; reduce allowable load according to the code for lesser lumber thicknesses. 8.0ptional fastener holes are provided on selected products. Because the product is limited by the concrete foundation, you may knot need to install optional fasteners. 9. Rim joist application; see Installation 3 for corner condition. t N Min Fasteners Allowable Uplift Loads Model Stem Avg Bolts 133) (160 No. Idl Nails Ult olyl Dia I Nails I Boll ails I Bolls I EDGE INSTALLATION -2500 PSI CONCRETE SINGLE POUR (see installation 1) 8" min from corner 6 12-161 13 1 y 1 6620 2205 11855 2205 2205 PAHD42 8 16-16d 3 9613 2945 1855 29452225 6 16-161 4 y 10667 3330 3245 3335 3335 HPAHD22 8 21-161 4 y 11620314170 13245 5005 3695 DOUBLE POUR (see installation 4) 8" min from corner 6 12_16d 2 �Z 6620 2205 1755 2205 2105 PAH042 _ 8 12-16d 2 9613 2255 1755 2705 2105 16_76d 3 y.. 10667 3330 2445 333_5 2935 HPAHD22 --§— 8 19-16d 3 —16203 3775 2445 4530 2935 6 16-16d — — 10667 3180 — 3335 — HPAH022-2 8 2_3-16d_ — —_ 16203 4570 _—_ _5_1_6_0_ —_ CORNER INSTALLATION -2000 PSI CONCRETE SINGLE POUR (see installation 2 & 3) y,11 min from corner PAHD42 6 1 7-16d 2 3763 920 920 920 920 !� _ya_ 4345 1050 1050 1050_ 1050 7-1611 56.1q.13.15. — 1315 — HPAHD22 6 9-164 10-161° - 3 —2030 - yz . _ 5610 1315 1315 -- — 2030 — 1315 2030 1315 — -- 11_161 3._y2 7452 2030 2030 2030 2030 DOUBLE POUR (see installation 5) j,"min Irom corner 6 7-16d 2 3763 920 920 920 920 PAHD42 8 8-161 2 y 4345 1050 1050 10,50 1050 6 9-161 3 y 5610 1315 1315_ 1315. 1315 HPAHD22 I"8 �' 11-161 3 7452 2030 2030 2030 2030 12-16d — — 7452 2030 — 2030 — 8PAHD22-21-- 8 12-16d — — 7452 2030, — 2030 — t N -it V -lilt- )41 ..` . .` 41- 7-9It —1 - _t. . 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Ste: E ---�� ,tetytx9 2$ �c I 1 A 7 G. : , Garden Grove CA 92840 C r rx" 8'' -1 3 12 ; . (714)636.0294„ W m cm viALL' I¢ o� A - i14� � 0 • It o 'P� F -Qw xGG, ,�,�- _; • � � xPK12 -fIlL 0-70 _ OF CA4\F �IIIi1IU V. /1Q$R1$ � Civil E tgineec X10183 , . "11022'Aoada.Pkwy. Ste. E �� _ CIW�� GBftn Gmye CA 92840 x 9r .(714)@50284, � F OF;CA�\Eo 4-4 77 .. . � �.�. � i a♦%.4i ; _i.��..'„- 1i /L. am Fry 1 coo 'Z �IIIi1IU V. /1Q$R1$ � Civil E tgineec X10183 , . "11022'Aoada.Pkwy. Ste. E �� _ CIW�� GBftn Gmye CA 92840 x 9r .(714)@50284, � F OF;CA�\Eo SIMPSON V& =-' 0 243/e' LI 16 r toIPAHD/HPAHDHOLDOWNS Wood -to -concrete connectors that satisfy engineering and code requirements. Will MATERIAL: HPA-10 gauge x 21/,e ; all others -12 gauge x 21/16' FINISH: Galvanized. Selected products available in Z -MAX coating; see page 6. <! INSTALLATION: • Use all specified fasteners. See General Notes. • Bending the strap 90' to aid wall placement may cause spalling behind the strap. If the spall is 1' or less, measured from the top of the concrete n foundation to the bottom of the spall, full loads apply. For spalls between `• 1' and 4" (see illustration), the allowable load is 0.90 of the table loads. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber lets than 31/1' wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with 1 Odx11/z' nails or fill every r other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. • Unless otherwise noted do NOT install where: (a) a horizontal cold joint Typical PAHD42 before Concrete Pour exists within the embedment depth between the slab and foundation wall or (HPAHD22-2Pre Concrete and tooting beneath, unless provisions are made to transfer the load, -or the slab HPAHD similar) is designed to resist the load imposed by the anchor: or (b) slabs are nnurorl mmr rnnrroin hlnrL fn„ 1A Iinr. u,ollr HPAHD22-2P f To get the full table load, the minimum center -to -center spacing is twice the d embedment depth when resisting tension loads at the same time. Min. Embed. Nails Depth N m a Q 14% r PA51 HPAH 2x IOLE FgH0261�•• JOST HPAHD22 toIPAHD/HPAHDHOLDOWNS Wood -to -concrete connectors that satisfy engineering and code requirements. Will MATERIAL: HPA-10 gauge x 21/,e ; all others -12 gauge x 21/16' FINISH: Galvanized. Selected products available in Z -MAX coating; see page 6. <! INSTALLATION: • Use all specified fasteners. See General Notes. • Bending the strap 90' to aid wall placement may cause spalling behind the strap. If the spall is 1' or less, measured from the top of the concrete n foundation to the bottom of the spall, full loads apply. For spalls between `• 1' and 4" (see illustration), the allowable load is 0.90 of the table loads. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber lets than 31/1' wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with 1 Odx11/z' nails or fill every r other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. • Unless otherwise noted do NOT install where: (a) a horizontal cold joint Typical PAHD42 before Concrete Pour exists within the embedment depth between the slab and foundation wall or (HPAHD22-2Pre Concrete and tooting beneath, unless provisions are made to transfer the load, -or the slab HPAHD similar) is designed to resist the load imposed by the anchor: or (b) slabs are nnurorl mmr rnnrroin hlnrL fn„ 1A Iinr. u,ollr HPAHD22-2P f To get the full table load, the minimum center -to -center spacing is twice the d embedment depth when resisting tension loads at the same time. Min. Embed. Nails Depth BEND ADDITIONAL STRAP OVER TOP OR CUT OFF (133) ea. limited by tested concrete pullout strength (fill holes from top down); additional nail PA51 Typical PA51 2x IOLE •• 8" corner distance design loads—use code allowable loads for fasteners used in shear. JOST i TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the 70 holdown will be lower on the stud wall since the embedded portion of the holdown 1690 o° must be in the foundation (see table footnote 1, pg 23 for exception). Fewer Nails Boll ails I Bolts elsfasteners are used, reducing allowable Ioads.Loads are calculated using a 4slab Installation (PA68 similar) ti� •• o• ' •o MINIMUM SIDE COVER Typical PA connecting Stud to Foundation (use PAHD42, MPAHD or HPAHD22 for edge applications PA51 (PA68 similar) Model No. f To get the full table load, the minimum center -to -center spacing is twice the d embedment depth when resisting tension loads at the same time. Min. Embed. Nails Depth FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is (133) ea. limited by tested concrete pullout strength (fill holes from top down); additional nail PA51 holes need not be filled. Nail and bolt quantities may be reduced further for less than 2x IOLE •• 8" corner distance design loads—use code allowable loads for fasteners used in shear. JOST i TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the 70 holdown will be lower on the stud wall since the embedded portion of the holdown 1690 o° must be in the foundation (see table footnote 1, pg 23 for exception). Fewer Nails Boll ails I Bolts elsfasteners are used, reducing allowable Ioads.Loads are calculated using a 4slab over 6' and 8' foundation walls. PA51, PA68 FOUNDATION STRAPS: Designed for foundation to double 2x10 band SINGLE -POUR --(see installation 1) 8" min from corner Z • ; ) sts and crawl space floor system connections in high wind or earthquake resistant 6 plc„7COnstruction. 2205 PAH042, HPAH022, HPAHD22-2P HOLDOWNS: Designed to be installed at the edge 8 _ of concrete. Tests determined the pullout strength with one horizontal N4 rebar in the 2225 F.• 'shear cone. Rebar should be a min. length of 2x embedment depth + 12" (except corner 6 ° installations, pg 23). Install before pouring concrete by nailing to form. Installation 3335 holes allow nailing to the form, resulting in 1' deeper embedment; see illustration. 8 U OPTIONS: See also HDA Holdowns, LTT, MTT, HTT Tension Ties. 3895 CODES: BOCA, I1360, SBCCI NER-393 and NER-469. PA51 (PA68 similar) Model No. L . Min. Embed. Nails Depth Allowable Uplift Loads (133) (160) PA51 51 4 9-16d 1690 1805 PA68 70 4 9-16d 1690 1805 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 2.16d sinkers (9 ga x 31/4*) or 10d commons may be substituted for the specified 16d commons at 0.85 of the table loads. 3. Optional fastener holes provided. Calculate loads according to the code to a maximum of 3685 lbs. Minimum embedment is 4'; 5' to the nearest edge. 1. HPAHD22 may be embedded 4' into the slab and 6' into the 8' stemwall beneath for a maximum load of 2810 lbs. at 8' minimum from the closest corner, and 1200 lbs. at 1h' from the closest corner (like installation 4). 2.TYPICAL INSTALLATION: The minimum concrete compression strength is 2500 psi. For 2000 psi, calculate loads at 0.89 of the table allowable loads. CORNER INSTALLATION: The minimum concrete compression strength is 2000 psi. 3.Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. 4.16d sinkers (9 ga x 31/:) or 10d commons may be substituted for specified 16d commons at 0.85 of table loads. 5. Minimum nail end distance to prevent splitting is 10x the nail diameter, or 15/0' for 16d nails. 6.Calculale loads using straight line interpola- tion for corner distances between 'IF and 8'. 7. Minimum lumber thickness for bolt allow able loads is 21h' for proper embedment of bolt into the wood member; reduce allowable load according to the code for lesser lumber thicknesses. B.Optional fastener holes are provided on selected products. Because the product is limited by the concrete foundation, you may not need to install optional fasteners. 9.Rim joist application; see Installation 3 for corner condition. 3 Min Fasteners Allowable Uplift Loads Model Stem Avg Bolts 133) (160) No. idl Nails Ult Oly Dia Nails Boll ails I Bolts EDGE INSTALLATION -2500 PSI CONCRETE SINGLE -POUR --(see installation 1) 8" min from corner 6 3 y 6620 2205 1855 2205 2205 PAH042 8 -12-16d 16-16d 39613 2945 1855 2945 2225 6 16-16d 4 y, 11066713330 3245 3335 3335 HPAHD22 8 21-16d 4, y 11620314170 3245 5005 3895 DOUBLE POUR (see installation 4) 811 min Irom corner 6 12-161 2 2205 1755_ 2205 2105 PAHD42 _ _ 8 12-16d 2 _yz_ -6620 9613 2255 1755 2705 2105 6 3 y 10667 3330 3335_ 2935 _16-161 HPAHD22 - 8 19.16d 3 y, 16203 3775 _2445 2445 4530 2935 6 16.16d — — 10667 3180 — 3335 — HPAHD22-2 8 _23-t6d_ — —_ 16203_ 4570 —_ _5.1_6_0 — - CORNER INSTALLATION -2000 PSI CONCRETE SINGLE POUR (see installation 2 8 3) y," min from corner PAHD42 6 7-16d 2 3763 920 920 920 920 8- 8-1612 _Y_ 4345 1050 1050 1050 1050 7.161° 5610 1315 1315 6 —_ _ HPAHD22 9.16d 3 rz _5_6_10 1315 1315 1315 1315 —� � ' 10-161° — 7452 2030 — 2030 —_ 3_L_Y .[.7452 20301 2030 2030 2030 DOUBLE POUR (see installation 5) y,"min Irom corner PAHD42 6 ( 7-16d 2 3763 920 920 920 920 8 8_16d 2 y4345 1050 1050 1015p 1050 6 9-16d 3 y 5610 1315 1315 1315 1315 HPAH022 8 11.16d 3 Y217452 2030 2030 2030 2030 12-16d — 2030 — 2_030 — HPAHD22-2 --6 _— _7452 2030. — 2030 — 8 12-161 = _ 7452 3 If tin - _ - -Ff- __..rte_ _ L .:r_ _�"•_.. _., � _., : r: � .�: _•I•_j•_ : �-- -• . ::_ -� .: -��{_ •.. �:' � - -- " - - -- .� _. .. �:,a_:. � •:. �: �,�:�: . ,II. {....1_.' }"�111111 !!!! .�- :. _ � t__j.� �._� �✓1�'�v _ �-- v ,M - -� �"— _ )jam• {_•'� { _�� t �1 — ��I....Y_3�'._ _ ��.�jt' L... �_ 1� -�� _••¢.—� t_ � �_ �.. .• t.... _..�.� �-1 •�" ~�� '� t '1 �� ]....�-_ 111 _ ^ r_ -LL.�_ _ -f_ :� : _'-�� _ 1 __.L _ , {-_ - + - -��-rte. ; �» -�i -�� � � �. .:}"• ...y..:� + �- .�. :._� {l—I—ry-.•� � {-,I--' ;r•`j�� i ; { q_ F .;_._a a - `Bernard Adams- . 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SPA r g_''l .42 1 •' i 1. :t i 1 /: !.Y 1Y � � 1 �J 1J,C:"� � '� i � t 4v.� ; -"j '� !-�.....y . I � I/ i �. 32�=c:� X2.•6 ! A� nvrzck S�D'e` ' t IZ oL i t ti 1 i ' F4 p 48t,Z� ? A-a _ 57 ' u> ,v ` � ��f�•.� its �•� .�..�.- ; , ' � � ' � . , � . . a xaM'`�o.�. ,I..� 4-1 IX P�0 , C: uj Bernard C. Adams Exp. ' t 2 37 2 00 I"CivWEngineer-#10183' i .—i- ld 022 _i-111022 Acacia Pkwy. Ste. E s� CIV1�-i 'Gaeden Grove CA 92840: (714)=636-0294 ; . , lF OF CAS\FAQ I i 4 UIQ' U S 1 � f. , �:A t �L, ., C:fJ �`Z�[.'S'' �• ,��,G„'.. -:�ca(e _ 6 = �2'cZ, ,,¢ .P�,P t •j-�.�.!�' � "`t'J" 47- i g� o Gv 1. J 3 . ;c 1 7 / - .3,4. p4 r' "`x 3 3 = 4-7 7 ;-P •11 t I { ;Ilii i -;- •r •.-.�.•,w•,....,...v_i. �,-.!. i , -.«--: c'f"`T, 2 'j i � -�_.i...(..�.. � _.}...;,L_�. � I f � T i a'6- L c 30 7 24 _42 —. VIZ 7— a-6 _(,Z 1 cr i Bernard C. Adams p� .Op�,�EOQ� Civil Engineer, #k10183 11022 Acacia Pkwy. Ste E .. J . Garden Grove CA. 92840 �' , ; (744) 636-0294 , ' ' ... v' G ,. M.iy k COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT o. (Rev. 12/96) APPLICATION AND PERMIT ('' I `� ASSESSOR PARCEL NUMBER 011-77-0-011 ZONING 1 BUILDING PERMIT OWNER TOM RIDER TELEPHONE I SO, Fr, OCC. BUILDING VALUATION 3,702 — OWNERS MAILING ADDRESS 11157n cENMy]1-1_E R!)- CHICO CONTRACTOR'S NAME - W.V.F, TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 63.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40.95 BUILDING ADDRESS 13570 CMrMULLIE 9P, G9100 Energy Plan Checking Fee $ $ PERMIT FEE LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling e`e '20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other FIRESPRINRLER 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 Ift Describe work: FIRE SPRINKLER198-2949 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 800OR LE Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 Lic. No. o 11 OWNER -BUILDER DECLARATION 1 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 2001 TO lOooA 46.00 NEW CONST. DW EWNG OLS. OR ADDNS. ( a Acc. eLDs. SO 3.5¢T: T. INpµ=. MULTI -OUTLET 97.50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FDRURES Ex. Occup.BAL 20 @ 1.00 @ .50 Ex. Occup. oirrlEEis RES o) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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. ❑ I 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.) 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' 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 forthwith comply with Tose provisions. /( X Yom' ��' S Date 2 d Signature of Applicant - ❑ Owner IContractor ❑ 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE la3.9s TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL v PD HD ISSUE 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 / Date PERMIT EXPIRES /00N 7 XYUD(� / Dai'® ReceiptNo. 257766 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 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 CORRECTION NOTICE OWNER ,a�PERMI 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. ' 0 011-77-0-011 #98-2666 RESIDENTIAL RIDER, THOMAS & MICHELLE 13570 CENTERVILLE RD. CHIC( UNKNOWN PERMIT No. DETACHED GARAGE 3_ cI-�de PERMIT EXPIRES OWNER '+ M Jr CONTR.9 s -19 ASSESSOR PARCEL LOCATION CHECKED SRA BY FLOOD CERTIFICATE REQ. 'FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E ,Temp. Elec. Service Called PG&E Temp. Gas Service Calle( JOB FINA Signa IN V=OK O = Not OK NottReadyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. Well Clearance & Disconnect 1. Zoning Requirements - Setbacks - Easements 8. Utility Clearance 2. Soils; Special MH Support Sketch 3. Sewer, LocatiorrTesEFall-Q"oncrete 4. Water, Location-Iml-Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Gmd-/ /Amp -C n rete Card B-1 Date Card B-1 6. Gas; Location. -Test -Wrap; / ^A MISCELLANEOUS Soils-Size-DepthSpacing-Connectors-Steel 3 -Decks; Girders and/or Joists-Decking-BracingStairs-Rails , VVtood Awn.; Posts-Beams-Rftrs.-Connecrora Shthg.-Rfg.-Braarg 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures I .; Sils-AnawrsStuds-Rftrs-Trusses t LW- ing; Nailing-VeneerStu000-Mesh Roof; Shthg-Roofing 11. Ext; Steps -Doors -Lendings 12. Braced Wall Panels DateCard B- Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s .1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/6-Circulatug Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Encbsures-Panefboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesPWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 / /Nat. or/ /`L'Yt/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-DemarKWahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test-FalWlex Connector 6. Water, MH Test-Regulatxr Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation CerL 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Soils-Size-DepthSpacing-Connectors-Steel 3 -Decks; Girders and/or Joists-Decking-BracingStairs-Rails , VVtood Awn.; Posts-Beams-Rftrs.-Connecrora Shthg.-Rfg.-Braarg 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures I .; Sils-AnawrsStuds-Rftrs-Trusses t LW- ing; Nailing-VeneerStu000-Mesh Roof; Shthg-Roofing 11. Ext; Steps -Doors -Lendings 12. Braced Wall Panels DateCard B- Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s .1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/6-Circulatug Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Encbsures-Panefboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesPWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / t Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ C Ftg. Depth RESIDENTIAL (Single & Dw. lex). Date 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 46. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Cling. Joist-Rttr. Ties-Puriin-roff Brac.-TrussShting: Rfng. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. 6a. Hold Downs and Special Anchors 51. 7. Slab, Steel -Wrapped 52. 8. Piers -Fireplace Ftg.-Steel 53. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 54. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 55. 11. Water Pipe; Test -Anchors -Regulator -Service Test 57. 12. Electric Underground Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 60. Brace Interior / Exterior Wall Panels 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 62. Infiltration -Walls -Windows 15. Access & Ventilation Ventilation Throught House 16. Insulation Date Card B-1 Date Card B-1 Date Date 63. Cab B-1 Date Card B-1 Date Smoke Detector, Card B-1 Date Card B-1 Date 66. PLUMBING (Permit) OK except #s - 67. G.F.I. & Bath Fixtures & Tub Access -Spa 17. Water Htr.; Vent -Access -Combustion Air Baffle Elec. Trim & Subpanel, Breaker Sizes & Labels 18. Water Pipe; Test & Anchor -Nail Protection Stairs & Rails 19. D.W.V.; Test Fittings & Anchor -Nail Protection 71. 20. Shower Pan; Test, First Ftoor-Tub Access " 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 8's 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex stalled Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or Al-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Puriin-roff Brac.-TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fre Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 88. Ventilation Throught House Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector, 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage: Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: L C9,UNTY-OF BLA-TE BOLDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please 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, i r � r Date �J S� ' Inspector REV 10/92 •�' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 T NO. (Rev.12/96) APPLICATION AND PERMIT Q����E i�a ASSESSOR PARCEL NUMBER 011-77-0-011 ZONING BUILDING PERMIT DwNERRIDER, THOMAS & MICHELLE 899M3�42 SO. FT. OCC. BUILDING VALUATION 480 0 6640.00 . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ ZT BUILDINGADDRESS 13570 CENTERVILLE RD. Energy Plan Checking Fee $ $ CHICO PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other GARAGE 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 11 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20OAORLESS 23.00 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.PO License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law pr 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 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. SO 3.50x.Ar. Rn ' LTI-OUTLET �µp�ID MU (G 7.50 APPARATUs 8 SINGLE OUTLET CIR. OUTLET OR FaTUREs Ex. Occup.BAL 20 @ 1-00 o .50 Ex. Occup. ounFrs R D.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 'PERMIT FEE $ 59.80 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 1 of one hundred dollars ($100) or less.) YI 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 H I should become subject to the workers' compenCn satio provisions of section 3700 of the Labor Code, I shall hwith comply w' th a provisions. X Date 3b Signature of Applicant -'M-Owner ❑ Contractor [3 Age nt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ WC co'T,.�rp� �l TOTAL FE $ 258.00 . D PEES IMPPARCEL PO HD U This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By—Od�—CA*W at PERMIT EXPIRES ON 1 Aw provisions to do work paid. Receipt No. 2. 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 (530) 538-75411qQ Dt; MIT NO. (Rev. 12/96) / .0•_ Q �/ APPLICATION AND PERMIT ((J� llDO ASSESSORPARKS=4_ ZONING BUILDING PERMIT OWNER TELEPMONE 5&- x M z SO. FT. OCC. BUILDING VALUATION O' OWNERS MAIU CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation 5 ARCHITECT OR ENGINEER LICENSE NO. Filina Fee 20.00 Permit Fee 5 Q ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee 5 O BUILDINGADDRESs Energy Plan Checking Fee S PERMIT FEE S LAT No. SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other 111" 1J sPECFV Solar or heat pump water h ter 1 23.00 Water piping 115.00 Each gas water heater o vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Z Q K (4 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service sODoo°YA oa LE.s 23.00 Q7 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 UIL 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 ❑ 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 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.) ❑ 1 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 shell forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction tures over 3 stories in height. Main Service 2ooA To t000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. 6 RAC. BLAS. 3.5¢FT. ppµRESip. RANCH I. IRCUT @7.50 POWER A"ARATUS 8 SINGLE ounEr cI0. oLmETORFDcntREs Ex. Occup. BAIL o �: o FDD APPlNS. . OR 5.00 Ex. Occup. oLnLETs ESLDEA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE S S Mobile Home Installation Fee $ Energy Inspection Fee 5 occ CONST. TYPE TOTAL FEES 2 5806 NAZ. I D. FEES IMP I FLOOD I CDP I PARCEL I PD I HD ISSUE 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 No. .D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t YAF.� nh S, oil CO(INTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: I I - l 3 j.0 At time of permit applicatio , I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. ms have been submitted.------------------------------------------------------------------------------------- lot plans, sets, signed by the preparer of plans. ---------------------------------------------------------- -- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------ ❑ 1 pact fees as shown on the attached schedule.-------------�-- -- California Department of Forestry plan approval/faes! -,� �-'�"-- ❑ 13 Floud elevation certificate: --------------------------------------------- d 4. Sanitation and plot plan approvals._ Health Department. u 15. City of Chico plumbing permit. --------------------------------------- 1116. -------------------------------------- ❑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. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------ ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ---------------- 030. -------------- ❑30. Other: ------- (Date) When you issue the permit, process as follows ❑ Mail to ownert0lail contractor.Telephone $1133y a and hold for pickup atoffice. ❑ Deliver ith• inspector. v ��Date: Copy of Haz-Mat form sent ❑ Health Department,❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent 13Health Department, 13 Fire pepartm t, ❑"Other: a By: 1. Index permit application for the above items numbered: r ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail,_TTguilding 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, ❑ Building Di ision counter, by Date: Plans reviewed by: Date: Plans approved by: n�5 Date: /aZ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: _ Yellow Copy - Department of Development Services, Building Division. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signaum Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO 0 2. I HAVE X HAVE NOT O signed an application for a building permit for the proposed wadi 3. I have contracted with the fopwi�g person (firm) to provide the proposed construction:. NAME: % e-1 % ,. �v Jr PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following -person to voorDe; supervise, and provide the major work: NAME: ADDRESS: CTTY• -' PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to prpvide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGXPROPERTYONVNER: D: SOCIAL SECYRnT NUMBER: �-_?/ DATE: / NOTE: This Owner Builder Verification is required by Section 19831 and 19832 of the, California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. • i • OWNER BUILDER INFORMATION l Dear Property Owner: An applicarion for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner-buildee, you are the responsible parry ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. Ifyou plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractoii or subcontractors, then you may be an employer. ♦ If you are an employer, -you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholdin& federal social secucity taxes„ workers compensation insurance, disability insurance costs, and unemployment compensation contn'butiotm ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ' ♦ For more specific information about your obUgations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contracps may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete -the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. Tins Owner -Builder Info rmatlon is required by Section 19830 of the Cal ybrnla Health and Safety Code. OVER ' LII`'IITEI�� ST12U CTU SAL CALL U LATI O N S FOP, ADIDITION REI`'IOI:)EL FOR EVERGREEN DEV.- RIDER. EV. RIDER. JOB SITE 13570 CENTERVILLE PC). CHIGO, CA A•E•C GROUP ARCHITECTURE + ENGINEERING + CONSULTING Larry J. Warner A.I.A., ARCHITECT 389 CONNORS CT., SUITE D CHICO, CALIFORNIA 95926 530-892-8008 `< PROJECT: RIDER SFR PROJ. No. 9092ED-1 LOCATION:. CHICO, CA DATE: 10/2/99 BY: LJW PAGE 1 OFr_ CODES: Uniform building code, 1997 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL:. Concrete: f c = 2,500 psi min. @ 28 days Masonry: f = 1500 psi Mortor: f"c = 1800 psi, Type "S" Grout: f c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load:. 20 psf Snow Floor Live Load: 40 psf Seismic Zone: 3 1ioa Wind Speed: 75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: 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 AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. AEC GROUP., Larry J. Warner AIA, Architect, 389-D Connors Ct., Chico, CA 95926, 530-892-8008 PROJECT: RIDER SFR PROJ. No. 9092ED-1 LOCATION: CHICO, CA DATE: 10/2/99 BY: LJW PAGE 2-- OF ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF ROOFING 2.5' PSF 1/2" CDX PLY 1.5 2x6 @ 24" O.C. 1.4 2x6 @ 24" O.C. 1.4 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL, 10.6 PSF USE 12.0 PSF. FLOOR SYSTEM TRUSSED ROOF SYSTEM ROOFING 2.5 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.5 5/8" GYP BRD. 2.8 INSUL 0.5 MISC 0.5 TOTAL 10.8 PSF USE 12.0 PSF. ( 2x FRAMING FLOOR) (I -JOIST FRAMING FLOOR) SHEAR PLY 3/4" CDX PLY 2.3 PSF 3/4" CDX PLY 2.3 PSF JOIST 2.2 I -JOIST 1.4 INSULATION 0.6 5/8" GYP BRD 2.8. MISC 1.0 MISC& INSUL 1.5 FLOORING 3'.5 FLOORING 1.0 TOTAL 9.6. PSF TOTAL USE 10.0 PSF. EXTERIOR FRAMED WALLS EXT. FINISH 4.0 PSF SHEAR PLY 1.5 FRAMING 2.0 GYP BRD 2.2 INT. FINISH 0.5 INSUL 0.5 TOTAL 10.7 PSF USE 11.0 PSF. CONCRETEFLOOR SLAB' 15.0 PSF SHEATHING 2.3 FRAMING 3.5 INSULATION 0.5 TOTAL 21.3 PSF USE 21.3 PSF 9.0 PSF USE 10.0 PSF. INTERIOR FRAMED WALLS GYP. BRD 2.2 PSF FRAMING 2.0 GYP. BRD 2.2 FINISHOES N/A INSUL N/A TOTAL 6.4 PSF USE 7.0 PSF. AEC GROUP., Larry J. Warner AIA, Architect, 389-D Connors Ct.., Chico, CA 95926, 530-892-8008 Roof Rafter( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 90923D-1 - Location: RFTR-1 TYP MAIN RF RFTR Summary: TJI PRO 150 / 11.875 - TRUS JOIST-MACMILLAN x 18.25 FT (Actual 21.934 FT) @ 24.00 O.C. Section Adequate BV: 79.7% Controlling Factor: Allowable end reaction • Consutt manufacturers specifications for all cantilever applications. • 1-joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification.. Deflections: Dead Load: DLD= 0.26 IN Live Load: LLD= 0.29 IN = U830 Total Load: TLD= 0.55 IN = U437 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 134 PLF 268 LB Upper Dead Load: 120 PLF 240 LB Upper Total Load: 254 PLF 508 LB Lower Live Load: 159 PLF 318 LB Lower Dead Load: 143. PLF 287 LB Lower Total Load: 302 PLF 605 LB Upper Equiv. Tributary Width: UTWeq= 10.065 FT Lower Equiv. Tributary Width: LTWeq= 11.949 FT Rafter Data: Interior Span: L= 16.75 FT Cantilever Span: CS1= 1.5 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Spacing: SPC= 24.00 IN O.C. Rafter Loads: Roof Live Load: LL= 16 PSF Roof Dead Load: DL= 12 PSF Rafter Pitch: RP= 8.00 :12 Rafter Unbraced Length: Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladi= 20.1 FT Cantilever Span: CS1adi= 1.8 FT Rafter Live Load: wL= 22 PLF Roof Loaded Area: RLA= 40 SF Roof Live Load Method: 1 Rafter Dead Load: wD= 20 PLF Rafter Total Load: WT= 42 PLF Properties For: TJI PRO 150 / 11.875- TRUS JOIST-MACMILLAN Depth: D= 11.88 IN Moment Capacity: Mcap= 3620 FT-LB Shear Capacity: Vcap= 1420 LB EI: E1= 276000000 LB-IN2 End Reaction Capacity: Rcap= 945 LB Rafter Design Requirements: Maximum Moment(Interior Span): Mcent= 2118 FT-LB At Location(From Upper Support): X= 10.027 FT Moment At Cantilever: Mcant= 68 FT-LB Maximum Shear: Vmax= 427 LB Shear At Peak: Vpeak= 422 LB Comparisons With Required Sections: Maximum Moment: M= 2118 FT-LB Adjusted Moment Capacity: Mcap_adl= 4163 FT-LB Maximum Shear: V= 428 LB Adjusted Shear Capacity: Vcap adi= 1634 LB El Required: Elreq= 113749369 LB-IN2 Ei: El= 276000000 LB-IN2 Maximum End Reaction: Rmax= 605 LB Adjusted Reaction Capacity: Rcap adj= 1087 LB Roof Rafted 97 UBC (91 NDS) ) StruCalc.4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: RFTR-2 TYP RFTR @ DORMER Summary: TJI PRO 150 / 11.875 - TRUS JOIST -MACMILLAN x 18.25 FT (Actual 21.934 FT) @ 36.00 O.C. Section Adequate By: 19.8% Controlling Factor: Allowable end reaction • Consult manufacturers specifications for all cantilever applications. • 1 -joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Deflections: Dead Load: DLD= 0.39 IN Live Load: LLD= 0.44 IN = U554 Total Load: TLD= 0.83 IN = L/291 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load:, 134 PLF 402 LB Upper Dead Load: 120 PLF 359 LB Upper Total Load: 254 PLF 761 LB Lower Live Load: 159 PLF 477 LB Lower Dead Load: 143 PLF 430 LB Lower Total Load: 302 PLF 907 LB Upper Equiv. Tributary Width: UTWeq= 10.065 FT Lower Equiv. Tributary Width: LTWeq= 11.949 FT Rafter Data: Interior Span: L= 16.75 FT Cantilever Span: CS1= 1.5 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Spacing: SPC= 36.00 IN O.C. Rafter Loads: Roof Live Load: LL= 16 PSF Roof Dead Load: DL= 12 PSF Rafter Pitch: RP= 8.00 :12 Rafter Unbraced Length: Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladi= 20.1 FT Cantilever Span: CS1adi= 1.8 FT Rafter Live Load: wL= 33 PLF Roof Loaded Area: RLA= 60 SF Roof Live Load Method: 1 Rafter Dead Load: wD= 30 PLF ' Rafter Total Load: WT= 63 PLF Properties For: TJI PRO 150 /11.875- TRUS JOIST -MACMILLAN Depth: D= 11.88 IN Moment Capacity: Mcap= 3620 FT -LB Shear Capacity: Vcap= 1420 LB EI: E1= 276000000 LB-IN2 End Reaction Capacity: Rcap= 945 LB Rafter Design Requirements: Maximum Moment(Interior Span): Mcent= 3176 FT -LB At Location(From Upper Support): X= 10.027 FT Moment At Cantilever: Mcant= 103 FT -LB Maximum Shear: Vmax= 641 LB Shear At Peak: Vpeak= 634 LB Comparisons With Required Sections: Maximum Moment: M= 3177 FT -LB Adjusted Moment Capacity: Mcap adi= 4163 FT -LB Maximum Shear: V= 642 LB Adjusted Shear Capacity: Vcap adi= 1634 LB EI Required: Elreq= 170624033 LB-IN2 EI: El= 276000000 LB-IN2 Maximum End Reaction: Rmax= 907 LB Adjusted Reaction Capacity: Rcap_adj= 1087 LB Roof Rafted 97 UBC (91 NDS) 1 StruCalc 4.06 By: •Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 90923D-1 - Location: RFTR-3 RFTR@PORCH Summary: 1.50 IN x 5.50 IN x 7.5 FT (Actual 9.014 FT) 0D 24.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 267.7% Controlling Factor: Section Modulus / Depth Required 2.87 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.03 IN = U2512 Total Load: TLD= 0.07 IN = U1321 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 48 PLF 96 LB Upper Dead Load: 41 PLF 81 LB Upper Total Load: 89 PLF 177 LB Lower Live Load: 75 PLF 150 LB Lower Dead Load: 68 PLF 135 LB Lower Total Load: 143 PLF 285 LB Upper Equiv. Tributary Width: UTWeq= 3.606 FT Lower Equiv. Tributary Width: LTWeq= 5.634 FT Rafter Data: Interior Span: L= 6.0 FT Cantilever Span: CS1= 1.5 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Rafter Spacing: SPC= 24.00 IN O.C. Rafter Loads: Roof Live Load: LL= 16 PSF Roof Dead Load: DL= 12 PSF Rafter Pitch: RP= 8.00 -12 Rafter Unbraced Length: Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladi= 7.2 FT Cantilever Span: CS1adi= 1.8 FT Rafter Live Load: wL= 22 PLF Roof Loaded Area: RLA= 14 SF Roof Live Load Method: 1 Rafter Dead Load: wD= 20 PLF Rafter Total Load: WT= 42 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties .Fb' (Tension): Fb'= 1504 PSI Adjustment Factors: Cd=1.15 Cf=1.30 Cr=1.15 Fv': Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment(Interior Span): Mcent= 258 FT -LB At Location(From Upper Support): X= 3.499 FT Moment At Cantilever: Mcant= 68 FT -LB Maximum Shear: Vmax= 161 LB Shear At Peak: Vpeak= 147 LB Required Cantilever Depth: D(cant)= 1.48 IN Comparisons With Required Sections: Section Modulus: Sreq= 2.1 IN3 S= 7.5 IN3 Area: Areq= 2.3 IN2 A= 8.2 IN2 Moment of Inertia: Ireq= 2.9 IN4 1= 20.7 IN4 Multi -Loaded Beam[ 97 UBC (91 NDS) j StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: RB -.1 RIDGE BM @ ENDS Summary: 5.25 IN x 11.875 IN x 12.5 FT / 2°0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 112.9° Controlling Factor: Section Modulus / Depth Required 8.72 In Deflections: Dead Load: DLD= 0.11 IN Live Load: LLD= 0.14 IN = U1088 Total Load: TLD= 0.25 IN = U607 End Reactions(Left Side): Live Load: RL1= 2775 LB ' Dead Load: RD1= 2181 LB Total Load: RT1= 4956 LB End Reactions(Right Side): Live Load: RL2= 1825 LB Dead Load: RD2= 1468 LB Total Load: RT2= 3293 LB Bearing Length Regd.(Left) : BL1= 1.45 IN Bearing Length Regd.(Right): BL2= 0.96 IN Beam Data: Span: L= 12.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight: BSW= 15 PLF Total Load: WT= 15 PLF Triangular Load (Max. @ Left): Live Load: wL TL= 134 PLF Dead Load: wD TL= 101 PLF Total Load: wT_TL= 235 PLF Triangular Load (Max. @ Center): Live Load. wL TC= 100 PLF Dead Load: wD TC= 75 PLF Total Load: wT_TC= 175 PLF Triangular Load (Max. @ Right): Live Load: wL TR= 134 PLF Dead Load: wD TR= 101 PLF Total Load: wT_TR= 235 PLF Concentrated Load P1: Live Load: PL1= 1150 LB Dead Load: PD1= 864 LB Total Load: PT1= 2014 LB Location: X1= 0.67 FT Concentrated Load P2: Live Load: PL2= 1150 LB Dead Load: PD2= 864 LB Total Load: PT2= 2014 LB Location: X2= 6.67 FT Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2903. PSI Adjustment Factors: Cd=1'.00 Cf=1:00 Fv': Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 14022 FT -LB 6.67 FT From Left Support Shear (00 d from beam end): V= 3032 LB Comparisons With Required Sections: Section Modulus: Sreq= 58.0 IN3 S= 123.3 IN3 " Area: Areq= 15.7 IN2 A= 62.3 IN2 Moment of Inertia: Ireq= 289.9 IN4 Paqe: 2 Multi -Loaded Beamf 97 UBC (91 NDS) I StruCalc 4.06 By: Larry J. Warner A. LA., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: RB -1 RIDGE BM c@ ENDS 1= 732.6 IN4 r, Multi -Loaded Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: RB -2 RIDGE BM @ CENTER Summary: 5.25 IN x 11.875 IN x 16.0 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 15.1% Controlling. Factor: Moment of Inertia / Depth Required 11.33 In Deflections: Dead Load: DLD= 0.31 IN Live Load: LLD= 0.39 IN = U495 Total Load: TLD= 0.69 IN = L/276 End Reactions(Left Side): Live Load: RLI= 2622 LB Dead Load: RD1= 2093 LB Total Load: RT1= 4715 LB End Reactions(Right Side): Live Load:' RL2= - 2622 LB Dead Load: RD2= 2093 LB Total Load: RT2= 4715 LB Bearing Length Regd.(Left) : BLI= 1.38 IN Bearing Length Regd.(Right): BL2= 1.38 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight: BSW= 15 PLF Total Load: WT= 15 PLF Triangular Load (Max. @ Left): Live Load: wL TL= 134 PLF Dead Load: wD TL= 101 PLF Total Load:' wT TL= 235 PLF Triangular Load (Max. @ Center): Live Load: wL TC= 100 PLF Dead Load: wD TC= 75 PLF Total Load: wT TC= 175 PLF Triangular Load (Max. @ Right): Live Load: wL TR= 134 PLF Dead Load: wD TR= 101 PLF Total Load: wT TR= 235 PLF Concentrated Load PI: Live Load: PL1= 1150 LB Dead Load: PD1= 864 LB Total Load: PT1= 2014 LB Location: X1= 5.0 FT Concentrated Load P2: Live Load: PL2= 1150 LB Dead Load: PD2= 864 LB Total Load: PT2= 2014 LB Location: X2= 11.0 FT Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain:. Fc perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2903 PSI Adjustment Factors: Cd=1.00 Cf=1.00 FV: FV= 290 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 21808 FT -LB 8.0 FT From Left Support Shear (0, d from beam end): V= 4457 LB Comparisons With Required Sections: Section Modulus: Sreq= 90.2 IN3 S= 123.3 IN3 Area: Areq= 23.1 IN2 A= 62.3 IN2 Moment of Inertia: Ireq= 636.5 1N4 a Paqe: 2 Multi -Loaded Beam( 97 UBC (91 NDS) ) StruCalc 4.06 BY: Larry J. Warner A.I.A., AEC Group on: 10-0371999 Project: 9092313-1 - Location: RB -2 RIDGE BM @ CENTER I= 732.6 IN4 Multi -Loaded -Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 90923D-1 - Location: HDR -R6-1 HDR @. RB -1 END Summary: 3.50 IN x 9.25 IN x 3.25 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 23.4% Controlling Factor: Area / Depth Required 7.50 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN = U6387 Total Load: TLD= 0.01 IN = U3506 End Reactions(Left Side): Live Load: RL1= 913 LB Dead Load: RD1= 755 LB Total Load: RT1= 1667 LB End Reactions(Riaht Side): . Live Load: RL2= 913 LB Dead Load: RD2= 755 LB Total Load: RT2= 1667 LB Bearing Length Regd.(Left) : BL1= 0.76 IN Bearing Length Regd.(Right): -BL2= 0.76 IN Beam Data: Span: L= 3.25 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 0 PLF Beam Self Weight: BSW= 8 PLF Total Load: WT= 8 PLF Concentrated Load P1: Live Load: PL1= 1825 LB Dead Load: PD1= 1484 LB Total Load: PTI= 3309 LB Location: X1= 1.625 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1050 PSI Adjustment Factors: Cd=1.00 Cf=1.20 Fv': Fv'= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 2699 FT -LB 1.625 FT From Left Support. Shear (0 d from beam end): V= 1661 LB Comparisons With Required Sections: Section Modulus: Sreq= 30.9 IN3 S= 49.9 IN3 Area: Areq= 26.3 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 15.9 IN4 1= 230.8 IN4 Multi -Loaded Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Protect: 90923D-1 - Location: BM -1 BM UNDER RB -1/2 PSI Summary: PSI 3.50 IN x 9.25 IN x 4.5 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN PSI Section Adequate By: 16.8% Controlling Factor: Area / Depth Required 7.92 In PSI Deflections: PSI Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd:(Left) : BL1= Bearing Length Regd.(Right):. BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: WT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PTI= Location: X 1= Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 Cf=1.03 FV: Fv'= Adiustment Factors: Cd=1.00 Design Requirements: . Maximum Moment: M= 1.5 FT From Left Support Shear (0 d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: S= Areq= A= Ireq= 1= 0.02 IN 0.03 IN = U1987 0.05 IN = U1098 2965 LB 2402 LB 5367 LB 1482 LB 1210 LB 2692 LB 2.36 IN 1.18 IN 4.5 FT 0.0 FT 1.00 360 240 0 PLF 0 PLF 8 PLF 8 PLF 4447 LB 3577 LB 8024 LB 1.5 FT 2900 PSI 290 PSI 2000000 PSI 650 PSI 2985 PSI 290 PSI 8041 FT -LB 5361 LB 32.4 IN3 49.9 IN3 27.8 IN2 32.3 IN2 50.5 IN4 230.8 IN4 Multi -Loaded Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 Bv: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 90923D-1 - Location: BM -2 LOWER BM FOR C -BM -1 Summary: 3.50 IN x 9.25 IN x 4.25 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 93.2% Controlling Factor: Section Modulus / Depth Required 6.65 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.02 IN = U2365 Total Load: TLD= 0.04. IN = U1372 End Reactions(Left Side): Live Load: RL1= 1993 LB Dead Load: RD1= 1359 LB Total Load: RT1= 3351 LB End Reactions(Right Side): Live Load: RL2= 1993 LB Dead Load: RD2= 1359 LB Total Load: RT2= 3351 LB Bearing Length Regd.(Left) : BL1= 1.47 IN Bearing Length Regd.(Right): BL2= 1.47 IN Beam Data: Span: L= 4.25 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 240 PLF Dead Load: wD= 60 PLF Beam Self Weight: BSW= 8 PLF Total Load. WT= 308 PLF Concentrated Load P1: Live Load: PL1= 2965 LB Dead Load: PD1= 2429 LB Total Load: PT1= 5394 LB Location: X1= 2.125 FT Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2985 PSI Adjustment Factors: Cd=1.00 Cf=1.03 FV: Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 6426 FT -LB 2.125 FT From Left Support Shear (A d from beam end): V= 3114 LB Comparisons With Required Sections: Section Modulus: Sreq= 25.9 IN3 S= 49.9 IN3 Area: Areq= 16.2 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 40.4 IN4 1= 230.8 IN4 Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor.- Code actor:Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr -1.15 FV: Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 0.15 IN = U1039 0.19 IN = U831 0.46 IN 0.46 IN 325 PLF 325 PLF 433 LB 0 LB 433 LB 0 LB L= 13.0 Lu= Floor Joistf 97 UBC (91 NDS) ) StruCalc 4.06 U By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: FJ -2-1 TYP.FLR JOOIST Summary: LL= 1.50 IN x 9.25 IN x 13.0 FT. (ED, 16.00.O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 40.1% Controlling Factor: Section Modulus / Depth Required 7.81 In Deflections: 0 Interior Span Live Load: LLD= Interior Span Total Load: TLD= Bearing Length Reqd.: BL1= Bearing Length-Regd.: BL2= Equivalent Wall Loadings: Left End: WTL1= Right End: WTL2= Joist Reactions: Left End Total Load Reactions: R1max= R1min= Right End Total Load Reactions: R2max= R2min= Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor.- Code actor:Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr -1.15 FV: Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 0.15 IN = U1039 0.19 IN = U831 0.46 IN 0.46 IN 325 PLF 325 PLF 433 LB 0 LB 433 LB 0 LB L= 13.0 Lu= 0.0 U 480 U 360 LL= 40 Cd= 1.00 LLconc= 0 DL= 10 wL= 53 wD= 13 Fb= Fv= E= Fc_perp= F b'= Fd= V= M= T= Aioist= Aply= C= (comb= 875 95 1600000 625 FT FT PSF LB PSF PLF PLF PSI PSI PSI PSI 1107 PSI 95 PSI 433 LB 1408 FT -LB 0.75 IN 13.9 IN2 2.0 IN2 5.25 IN ABOVE BASE 142.7 IN4 Sreq= 15.3 IN3 S= 21.3 IN3 Areq= 6.9 IN2 A= 13.8 IN2 Ireq= 66.0 IN4 (comb= 142.6 IN4 Right End Total Load Reactions: Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Fv': Adiustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: R1min= R2max= R2min= L= Lu= U U LL= Cd= LLconc= DL= wL= wD= Fb= Fv= E_ Fc_perp= Fb'= Fv'= V= M= T= 0.08 Floor Joist[ 97 UBC (91 NDS) ) StruCalc 4.06 0.10 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 - Location: FJ -2-2 TYP.FLR JOOIST Summary: 0.39 1.50 IN x 9.25 IN x 11.0 FT (d,) 16.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 95.7% Controlling Factor: Section Modulus / Depth Required 6.61 In Deflections: PLF Interior Span Live Load: LLD= Interior Span Total Load: TLD= Bearing Length Regd.: BL1= Bearing Length Reqd.: BL2= Equivalent Wall Loadings: A= Left End: WTL1= Right End: WTL2= Joist Reactions: Icomb= Left End Total Load Reactions: R1max= Right End Total Load Reactions: Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Fv': Adiustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: R1min= R2max= R2min= L= Lu= U U LL= Cd= LLconc= DL= wL= wD= Fb= Fv= E_ Fc_perp= Fb'= Fv'= V= M= T= 0.08 IN = U1715 0.10 IN = U1372 0.39 IN 0.39 IN 275 PLF 275 PLF 367 LB 0 LB 367 LB 0 LB 11.0 FT 0.0 FT 480 350 40 PSF 1.00 0 LB 10 PSF 53 PLF 13 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1107 PSI 95 PSI 367 LB 1008 FT -LB 0.75 IN Aioist= 13.9 IN2 Aply= 2.0 IN2 C= 5.25 IN ABOVE BASE (comb= 142.7 IN4 Sreq= 11.0 IN3 S= 21.3 IN3 Areq= 5.8 IN2 A= 13.8 IN2 Ireq= 40.0 IN4 Icomb= 142.6 IN4 Floor Joistj 97 UBC (91 NDS) ) StruCalc 4.06 By:.Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: FJ-2-3 TYP.FLR.JOIST Summary: 1.50 IN x 9.25 IN x 16.0 FT 0,, 12.00 O.C. / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 23.3% Controlling Factor: Section Modulus / Depth Required 8.33 In Deflections: Interior Span Live Load: LLD= 0.26 IN = L1743 Interior Span Total Load: TLD= 0.32 IN = U594. Bearing Length Reqd.: BL1= 0.43 IN Bearing Length Reqd.: BL2= 0.43 IN Equivalent Wall Loadings: Left End: WTL1= 400 PLF Right End: WTL2= 400 PLF Joist Reactions: Left End Total Load Reactions: R1max= 400 LB R1min= 0 LB Right End Total Load Reactions: R2max= 400 LB R2min= 0 LB Joist Data: Span: L= 16.0 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Loading: Uniform Live Load: LL= 40 PSF Floor Duration Factor: Cd= 1.00 Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 10 PSF Joist Live Load: wL= 40 PLF Joist Dead Load: wD= 10 PLF Properties For: #2- DOUGLAS FIR-LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 FV: Fv'= 95 PSI Adiustment Factors: Cd=1..00 Design Requirements: Maximum Shear: V= 400 LB Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: M= 1600 FT-LB Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness T= 0.75 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Aioist= 13.9 IN2 Plywood Area: Aply= 2.0 IN2 Section Centroid: C= 5.25 IN ABOVE BASE Moment Of Inertia: (comb= 142.7 IN4 Comparisons With Required Sections: Section Modulus: Sreq= 17.4 IN3 S= 21.3 IN3 Area: Areq= 6.4 IN2 A= 13.8 IN2 Ireq= 92.2 IN4 Moment of Inertia: [comb= 142.6 IN4 Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Fv': Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads: Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: . Moment Of Inertia:. Comparisons With Required Sections:.. . Section Modulus: Area: Moment of Inertia: L= Lu= U U LL= Cd= LLconc= DL= wL= wD= F b= Fv= E= Fc_perp= Fb'= Fv'= V= M= T= Aioist= AMY= C= Icomb= 0.11 IN = U1321 0.14 IN = U1057 0.43 IN 0.43 IN 300 PLF 300 PLF 400 LB 0 LB 400 LB 0 LB 12.0 FT 0.0 FT 480 360 40 PSF 1.00 0 LB 10 PSF 53 PLF 13 PLF 875 Floor Joist( 97 UBC (91 NDS) ) StruCalc 4.06 95 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 -Location: FJ -2-4 TYP.FLR JOOIST Summary: 625 1.50 IN x 9.25 IN x 12.0 FT 0 16.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 64.4% Controlling Factor: Section Modulus / Depth Required 7.21 In Deflections: 95 Interior Span Live Load: LLD= Interior Span Total Load:' TLD= Bearing Length Reqd.: BL1= Bearing Length Reqd.: BL2= Equivalent Wall Loadings: Left End: WTL1= Right End: WTL2= Joist Reactions: Left End Total Load Reactions: R1max= R1min= Right End Total Load Reactions: R2max= R2min= Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.10 Cr=1.15 Fv': Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads: Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: . Moment Of Inertia:. Comparisons With Required Sections:.. . Section Modulus: Area: Moment of Inertia: L= Lu= U U LL= Cd= LLconc= DL= wL= wD= F b= Fv= E= Fc_perp= Fb'= Fv'= V= M= T= Aioist= AMY= C= Icomb= 0.11 IN = U1321 0.14 IN = U1057 0.43 IN 0.43 IN 300 PLF 300 PLF 400 LB 0 LB 400 LB 0 LB 12.0 FT 0.0 FT 480 360 40 PSF 1.00 0 LB 10 PSF 53 PLF 13 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1107 PSI 95 PSI 400 LB 1200 FT -LB 0.75 IN 13.9 IN2 2.0 IN2 5.25 IN ABOVE BASE 142.7 IN4 Sreq= 13.1 IN3 S= 21.3 IN3 Areq= 6.4 IN2 A= 13.8 IN2 Ireq= 51.9 IN4 Icomb= 142.6 IN4 Uniformly Loaded Floor Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 90923D-1 - Location: FB -1 Summary: 3.50 IN x 9.25 IN x 10.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 50.0% Controlling Factor: Section Modulus / Depth Required 7.55 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.11 IN = U1094 Total Load: TLD= 0.14 IN = U846 Reactions (Each End): Live Load: RL= 900 LB Dead Load: RD= 264 LB Total Load: RT= 1164 LB Bearing Length Reqd.: BL= 0:53 IN Beam Data: Span: L= 10,0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 4.5 FT Side Two: Floor Live Load: LL2= 0 PSF Tributary Load Span(Side Two): TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 180 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 53 PLF Total Maximum Load: WT= 233 PLF Controlling Total Design Load: wTcont= 233 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1050 PSI Adjustment Factors: Cd=1:00 Cf=1.20 Fv': FV= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 2911 FT -LB Shear (0,, d from beam end): V= 985 LB Comparisons With Required Sections: Section Modulus: Sreq= 33.3 IN3 S= 49.9 IN3 Area: Areq= 15.6 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 76.0 IN4 1= 230.8 IN4 Uniformly Loaded Floor Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Protect: 9092313-1 -Location: FB -2 Summary: 3.50 INx 9.25 IN x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 77.3% Controlling Factor: Section Modulus / Depth Required 6.95 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.06 IN = U1603 Total Load: TLD= 0.08 IN = U1250 Reactions (Each End): Live Load: RL= 960 LB Dead Load: RD= 271 LB Total Load: RT= 1231 LB Bearing Length Reqd.: BL= 0.56 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 6.0 FT Side Two. Floor Live Load: LL2= 0 PSF Tributary Load Span(Side Two): TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 240 PLF Beam Self Weight:. BSW= 8 PLF Beam Total Dead Load: wD= 68 PLF Total Maximum Load: WT= 308 PLF Controlling Total Design Load: wTcont= 308 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension):Fb'= 1050 PSI Adjustment Factors: Cd=1.00 Cf=1.20 Fv': Fv= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 2463 FT -LB Shear (0 d from beam end): V= 994 LB Comparisons With Required Sections: Section Modulus: Sreq= 28.2 IN3 S= 49.9 IN3 Area: Areq= 15.7 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 51.9 IN4 1= 230.8 IN4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Protect: 90923D-1 -Location: FB -3. Summary: 3.50 IN x 5.50 IN x 4.3 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 103.2% Controlling Factor: Area / Depth Required 3.85 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.03 IN = U1860 Total Load: TLD= 0.04 IN = U1468 Reactions (Each End): Live Load: RL= 602 LB Dead Load: RD= 161 LB Total Load: RT= 763 LB Bearing Length Reqd.: BL= 0.35 IN Beam Data: Span: L= 4.3 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinp: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 7.0 FT Side Two: Floor Live Load: LL2= 1 PSF Tributary Load Span(Side Two): TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF ' Beam Loading: Beam Total Live Load: wL= 280 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 75 PLF Total Maximum Load: WT= 355 PLF Controlling Total Design Load: wTcont= 355 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: I E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fv': Fv= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 820 FT -LB Shear (A. d from beam end): V= 600 LB Comparisons With Required Sections: Section Modulus: Sreq= 8.7 IN3 S= 17.6 IN3 Area: Areq= 9.5 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 9.4 IN4 1= 48.5 IN4 Combination Roof and Floor Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: HDR -1 Summary: 3.50 IN x 5.50 IN x 3.25 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 67.8% Controlling Factor: Area / Depth Required 3.86 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN = U2377 Total Load: TLD= 0.03 IN = U1549 Reactions (Each End): Live Load: RL= 825 LB Dead Load: RD= 441 LB Total Load: RT= 1265 LB Bearing Length Reqd.: BL= 0.58 IN Beam Data: Span: L= 3.25 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Roof Loading: Live Load: LLroof= 20 PSF Roof Loaded Area: RLA= 37 SF Roof Live Load. Method: 1 Dead Load: DLroof= 12 PSF Roof Rafter Tributary Width: TWroof= 11.375 FT Roof Duration Factor: Cdroof= 1.25 Floor Loading: Code Live Load: LLiloor= 40 PSF Floor Dead Load: DLfloor= 10 PSF Floor Joist Tributary Width: TWfloor= 7.0 FT Floor Duration Factor: Cdfloor= 1.00 Wall Load: WALL= 60 PLF Beam Loads: Roof Live Load: wLroof= 228 PLF Floor Live Load: wUloor= 280 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 271 PLF Total Maximum Load: WT= 779 PLF Controlling Total Design Load: wTcont= 779 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1422 PSI Adjustment Factors: Cd=1.25 Cf=1.30 Fv': Fv'= 119 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 1028 FT -LB Shear ((di) d from beam end): V= 908 LB Comparisons With Required Sections: Section Modulus: Sreq= 8.7 IN3 S= 17.6 IN3 Area: Areq= 11.5 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 7.6 IN4 1= 48.5 IN4 .. Roof Beami 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: HDR -2 Summary: 3.50 IN x 9.25 IN x 10.0 FT /#2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 30.3% Controlling Factor: Section Modulus / Depth Required 8.10 In Deflections: Dead Load: DLD= 0.09 IN Live Load: LLD= 0.10 IN = U1247 Total Load: TLD= 0.19 IN = U639 Reactions (Each End): Live Load: RL= 790 LB Dead Load: RD= 751 LB Total Load: RT= 1541 LB Bearing Length Reqd.: BL= 0.70 IN . Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 8.00 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria:. U 180 Beam Loading: Live Load: LL= 16 PSF Roof Loaded Area: RLA= 99 SF Roof Live Load Method: 1 Side One: Roof Dead Load: DL1= 12 PSF Roof Rafter Tributary Width: TW1= 8.375 FT Side Two: Roof Dead Load: DL2= 12 PSF Roof Rafter Tributary Width: TW2= 1.5 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= 10.0 FT Beam Live Load W/ Slope Red'n: wL= 158 PLF ' Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 150 PLF Total Maximum Load: WT= 308 PLF Controlling Total Design Load: wTcont= 308 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 FV: Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 3854 FT -LB Shear (0,, d from beam end): V= 1304 LB Comparisons With Required Sections: Section Modulus:. Sreq= 38.3 IN3 S= 49.9 IN3 Area: Areq= 18.0 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 65.1 IN4 1= 230.8 IN4 Column( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Prosect. 90923D-1 - Location. C -BM -1 Summary: 3.50 x 3.50 x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By- 22.9% Base Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Total Loads: Column Data: Length: Column End Condition: Maximum Unbraced Length (X Axis): Maximum Unbraced Length (Y Axis): Eccentricity (X Axis):' Eccentricity (Y Axis): Column Design Stresses: Compressive Stress: Modulus of Elasticity: Bending Stress (X Axis): Bending Stress (Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Adiustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Adiustment Factors: Cd=1.00 Cf=1.15 Cp=0.38 Controlling Direction: Compressive Stress: Allowable Compressive Stress: Column Properties: Column Section (X Axis): Column. Section (Y Axis): Area: Section Modulus (X Axis): Section Modulus (Y Axis): Length Depth Ratio: Column Bending Calculations: Combined Stress Factor: RL= RD= RT= PL= PD= PT= L= Ke= Lx= Ly= ex= ey= Fc= E_ Fbx= Fby= Fbx'= Fby'= Fc'_parl= fc= Fc'= dx= dy= A= Sx= Sy= Lex/dx= Ley/dy= CSF= 2965 2429 5394 2965 2402 5367 8.0 1.0 0.0 8.0 0.00 0.00 1300 1600000 875 875 1313 1313 568 (Y Axis) 438 568 3.50 3.50 12.25 7.1 7.1 0.0 27.4 0.77 LB LB LB LB LB LB FT FT FT IN IN PSI PSI PSI PSI PSI PSI PSI PSI PSI IN IN IN2 IN3 IN3 Column( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: C -BM -2 Summary: ( 2 ) 1.50 x 3.50 x 7.0 FT Stud - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 41.4% • Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Base Reactions: Live: RL= 1993 LB Dead: RD= 1379 LB Total: RT= 3372 LB Axial Loads: Live Loads: PL= 1993 LB Dead Loads: PD= 1359 LB Total Loads: PT= 3352 LB Column Data: Length: L= 7.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis):- Lx= 7.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 825 PSI Modulus of Elasticity: E= 1400000 PSI Bending Stress (X Axis): Fbx= 675 PSI Bending Stress (.Y Axis): Fby= 675 PSI Adjusted Properties: Fbx': Fbx'= 743 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Fby'= 817 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Fc'_parl= 545 PSI Adiustment Factors: Cd=1.00 Cf=1.05 Cp=0.63 Controlling Direction: (X Axis) Compressive Stress: fc= 319 PSI Allowable Compressive Stress: Fc'= 545 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dy= 3.00 IN Area: A= 10.50 IN2 Section Modulus (X Axis): Sx= 6.1 IN3 Section Modulus (Y Axis): Sy= 5.3 IN3 Length Depth Ratio: Lex/dx= 24.0 Ley/dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.59 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project 90923D-1 - Location: C-1713-1 Summary: 1.50 x 3.50 x 7'.0 FT / Stud - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 18.7% Base Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Total Loads: Column Data: Length: Column End Condition: Maximum Unbraced Length (X Axis): Maximum Unbraced Length (Y Axis): Eccentricity (X Axis): Eccentricity (Y Axis): Column Design Stresses: Compressive Stress: Modulus of Elasticity: Bending Stress (X Axis): Bending Stress (Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Adjustment Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Adjustment Factors: Cd=1.00 Cf=1.05 Cp=0.63 Controlling Direction: Compressive Stress: Allowable Compressive Stress: Column Properties: Column Section (X Axis): Column Section (Y Axis): Area: Section Modulus (X Axis): Section Modulus (Y Axis): . Length Depth Ratio: Column Bending Calculations: Combined Stress Factor: RL= RD= RT= PL= PD= PT= L= Ke= Lx= LV= ex= ey= Fc= E_ Fbx= Fby= Fbx'= Fby'= Fc'_parl= fc= Fc'= dx= dV= A= Sx= SV= Lex/dx= Ley/dy= CSF= 1800 535 2335 1800 525 2325 7.0 1.0 7.0 0.0 0.00 0.00 825 1400000 675 675 743 817 545 (X Axis) 443 545 3.50 1.50 5.25 3.1 1.3 24.0 .0 0.81 LB LB LB LB LB LB FT FT FT IN IN PSI PSI PSI PSI PSI PSI PSI PSI PSI IN IN IN2 IN3 IN3 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Protect: 9092313-1 - Location: C -FB -2 Summary: 1.50 x 3.50 x 7.0 FT / Stud - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 13.9% Base Reactions: Live: Dead: Total Axial Loads: Live Loads: Dead Loads: Total Loads: Column Data: Length: Column End Condition: Maximum Unbraced Length (X Axis): Maximum Unbraced Length (Y Axis): Eccentricity (X Axis): Eccentricitv (Y Axis): Column Design Stresses: Compressive Stress: Modulus of Elasticitv: Bending Stress (X Axis): Bending Stress (Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Adiustment.Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Adjustment Factors: Cd=1.00 Cf=1.05 Cp=0.63 Controlling Direction: Compressive Stress: Allowable Compressive Stress: Column Properties: Column Section (X Axis): Column Section (Y Axis): Area: Section Modulus (X Axis): Section Modulus (Y Axis): Length Depth Ratio: Column Bending Calculations: Combined Stress Factor: RL= 1920 LB RD= 552 LB RT= 2472 LB PL= 1920 LB PD= 542 LB PT= 2462 LB L= 7.0 FT Ke= 1.0 Lx= 7.0 FT Ly= 0.0 FT ex= 0.00 IN ey= 0.00 IN Fc= 825 PSI E= 1400000 PSI Fbx= 675 PSI Fby= 675 PSI Fbx'= 743 PSI Fby'= 817 PSI Fc'_parl= 545 PSI (X Axis) fc= 469 PSI Fc'= _ 545 PSI dx= 3.50 IN dv= 1.50 IN A= 5.25 IN2 Sx= 3.1 IN3 Sv= 1.3 IN3 Lex/dx= 24.0 Ley/dy= .0 CSF= 0.86 Column( 97 UBC (91 NDS) I StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: C-FB-3 Summary: 1.50 x 3.50 x 7.0 FT / Stud,- DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 73.3° Base Reactions: Live: RL= 602 LB Dead: RD= 171 LB Total: RT= 773 LB Axial Loads: Live Loads: PL= 602 LB Dead Loads: PD= 161 LB Total Loads: PT= 763 LB Column Data: Length: L= 7.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 7.0 FT Maximum Unbraced Length (Y Axis): Lv= 0.0 FT Eccentricity (X Axis): ex= 0.00 1N Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 825 PSI Modulus of Elasticity: E_ '1400000 PSI Bending Stress (X Axis): Fbx= 675 PSI Bending Stress (Y Axis): Fby= 675 PSI Adjusted Properties: Fbx': Fbx'= 743 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Fby'= 817 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Fc'_parl= 545 PSI Adjustment Factors: Cd=1.00 Cf=1.05 Cp=0'.63 Controlling Direction: (X Axis) Compressive Stress: fc= 145 PSI Allowable Compressive Stress: Fc'= 545 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dv= 1.50 IN Area: A= 5.25 IN2 Section Modulus (X Axis): Sx= 3.1 IN3 Section Modulus (Y Axis): SV= 1.3 IN3 Length Depth Ratio: Lex/dx= 24.0 Ley/dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.27 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 - Location: C -HDR -1 Summary: 1.50 x 3.50 x 7.0 FT / Stud - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 55.7% Base Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Total Loads: Column Data: Length: Column End Condition: Maximum Unbraced Length (X Axis): , Maximum Unbraced Length (Y Axis): Eccentricity (X Axis): . Eccentricity (Y Axis): Column Design Stresses: Compressive Stress: Modulus of Elasticity: Bending Stress (X Axis): Bending Stress (Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Adiustment Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Adiustment Factors: Cd=1.00 Cf=1.05 Cp=0.63 Controlling Direction: Compressive Stress: Allowable Compressive Stress: Column Properties: Column Section (X Axis): Column Section (Y Axis): Area: Section Modulus (X'Axis): Section Modulus (Y Axis): Length Depth Ratio: Column Bending Calculations: Combined Stress Factor: R L= RD= RT= PL= PD= PT= L= Ke= Lx= Ly= ex= ey= Fc= E_ Fbx= Fby= Fbx'= Fby'= Fc'_parl= fc= Fc'= dx= dy= A= Sx= Sy= Lex/dx= Ley/dy= CSF= 825 451 1276 825 441 1266 7.0 1.0 7.0 0.0 0.00 0.00 825 1400000 675 675 743 817 545 (X Axis) 241 545 3.50 1.50 5.25 3.1 1.3 24.0 .0 0.44 LB LB LB LB LB LB FT FT FT IN IN PSI PSI PSI PSI PSI PSI PSI PSI PSI IN IN I N2 IN3 IN3 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A. LA.,- AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: C-HDR-2 Summary: 1.50 x 3.50 x 7.0 FT / Stud - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 46.1% Base Reactions: Live: R L= Dead: RD= Total: RT= Axial Loads: Live Loads: PL= Dead Loads: PD= Total Loads: PT= Column Data: Length: L= Column End Condition: Ke= Maximum Unbraced Length (X Axis): Lx= Maximum Unbraced Length (Y Axis): Lv= Eccentricity (X Axis): ex= Eccentricitv (Y Axis): ey= Column Design Stresses: Compressive Stress: Fc= Modulus of Elasticity: E_ Bending Stress (X Axis): Fbx= Bending Stress (Y Axis): Fby= Adjusted Properties: Fbx': Fbx'= Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Fby'= Adiustment Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Fc'_parl= Adiustment Factors: Cd=1.00 Cf=1.05 Cp=0.63 Controlling Direction: Compressive Stress: fc= Allowable Compressive Stress: Fc'= Column Properties: Column. Section (X Axis): dx= Column Section (Y Axis): dv= Area: A= Section Modulus (X Axis): Sx= Section Modulus (Y Axis): Sv= Length Depth Ratio: Lex/dx= Ley/dy= Column Bending Calculations: Combined Stress Factor: CSF= 790 761 1551 790 751 1541 7.0 1.0 7.0 0.0 0.00 0.00 825 1400000 675 675 743 817 545 (X Axis) 294 545 3.50 1.50 5.25 3.1 1.3 24.0 .0 0.54 LB LB LB LB LB LB FT FT FT IN IN PSI PSI PSI PSI PSI PSI PSI PSI PSI IN IN IN2 IN3 IN3 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By., Larry J. Warner A.I.A., AEC Group on; 10-03-1999 Project: 90923D-1 - Location: C -HDR -RB -1 Summary: 1.50 x 3.50 x 7.0 FT / Stud - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 41.7% Base Reactions: Live: RL= 913 LB Dead: RD= 765 LB Total: RT= 1678 LB Axial Loads: Live Loads: PL= 913 LB Dead Loads: PD= 755 LB Total Loads: PT= 1668 LB Column Data: Length: L= 7.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 7.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity, (X Axis): ex= 0:00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 825 PSI Modulus of Elasticity: E= 1400000 PSI Bending Stress (X Axis): Fbx= 675 PSI Bending Stress (Y Axis): Fby= 675 PSI Adjusted Properties: Fbx':Fbx'= 743 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fby': Fby'= 817 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cfu=1.10 Fc'(parallel): Fc'_parl= 545 PSI Adjustment Factors: Cd=1.00 Cf=1.05 Cp=0.63 Controlling Direction: (X Axis) Compressive Stress: fc= 318 PSI Allowable Compressive Stress: Fc'= 545 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dv= 1.50 IN Area: A= 5.25 IN2 Section Modulus (X Axis): Sx= 3.1 IN3 Section Modulus (Y Axis): Sy= 1.3 IN3 Length Depth Ratio: Lex/dx= 24.0 Ley/dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.58 Column( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: C-RB-1 POST @ RS-1 END Summary: 3.50 x 5.50 x 3.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 87.1.% Base Reactions: Live: RL= 1825 LB Dead: RD= 1484 LB Total: RT= 3309 LB Axial Loads: Live Loads: PL= 1825 LB Dead Loads: PD= 1468 LB Total Loads: PT= 3293 LB Column Data: Length: L= 3.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 3.0 FT Maximum Unbraced Length (Y Axis):.'. Lv= 3.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fby': Fby'= 1194 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Cfu=1.05 Fc'(parallel): Fc'_parl= 1321 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Cp=0.92 Controlling Direction: (Y Axis) Compressive Stress: fc= 171 PSI Allowable Compressive Stress: Fc'= 1321 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section (Y Axis): dv= 3.50 IN Area: A= 19.25 IN2 Section Modulus (X Axis). Sx= 17.6 IN3 Section Modulus (Y Axis): Sy= 11.2 1N3 Length Depth Ratio: Lex/dx= 6.5 Ley/dy= 10.3 Column Bending Calculations: Combined Stress Factor: CSF= 0.13 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry. J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: C-RB-1/2 POST'@ RB-1 & RB-2 Summary: 3.50 x 5.50 x 3:0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 68.5% Base Reactions: Live: RL= 4447 LB Dead: RD= 3577 LB Total: RT= 8024 LB Axial Loads: Live Loads: PL= 4447 LB Dead Loads: PD= 3561 LB Total Loads: PT= 8008 LB Column Data: Length: L= 3.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 3.0 FT Maximum Unbraced Length (Y Axis): Ly= 3.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fby': Fby'= 1194 PSI Adiustment Factors: Cd=1.00 Cf=1.30 Cfu=1.05 Fc'(parallel): Fc'_parl= 1321 PSI Adiustment Factors: Cd=1.00 Cf=1.10 Cp=0.92 Controlling Direction:. (Y Axis) Compressive Stress: fc= 416 PSI Allowable Compressive Stress: Fc'= 1321 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section (Y Axis): dy= 3.50 IN Area: A= 19.25 IN2 Section Modulus (X Axis): Sx= 17.6 IN3 Section Modulus (Y Axis): Sy= 11.2 IN3 Length Depth Ratio: Lex/dx= 6.5 Ley/dy= 10.3 Column Bending Calculations: Combined Stress Factor: CSF= 0.31 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: C -FG -2 -C -BM -2 Summary: 3.50 x 3.50 x 2.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 76.6% Base Reactions: Live: RL= Dead: RD= Total: RT= Axial Loads: Live Loads: PL= Dead Loads: PD= Total Loads: PT= Column Data: Length: L= Column End Condition: Ke= Maximum Unbraced Length (X Axis): Lx= Maximum Unbraced Length (Y Axis): Ly= Eccentricity (X Axis): ex-- x=Eccentricity Eccentricity(Y Axis): ey= Column Design Stresses: Compressive Stress: Fc= Modulus of Elasticity: E_ Bending Stress (X Axis): Fbx= Bending Stress (Y Axis): Fby= Adjusted Properties: Fbx': Fbx'= Adjustment Factors: Cd=1.00 Cf=1.50 Fby: Fby'= Adjustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Fc'_parl= Adjustment Factors: Cd=1.00 Cf=1.15 Cp=0.97 Controlling Direction: Compressive Stress: fc= Allowable Compressive Stress: Fc'= Column Properties: Column Section (X Axis): dx= Column Section (Y Axis): dv= Area: A= Section Modulus (X Axis): Sx= Section Modulus (Y Axis): Sy= Length Depth Ratio: Lex/dx= Ley/dy= Column Bending Calculations: Combined Stress Factor: CSF= 2719 1431 4150 2719 1424 4143 2.0 1.0 2.0 2.0 0.00 0.00 1300 1600000 875 875 1313 1313 1447 (Y Axis) 338 1447 3.50 3.50 12.25 7.1 7.1 6.9 6.9 0:23 LB LB LB LB LB LB FT FT FT IN IN PSI PSI PSI PSI PSI PSI PSI PSI PSI IN IN IN2 IN3 IN3 Column( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: C-FG-2-C-BM-1 Summary: 3.50 x 3.50 x 2.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 51.8% Base Reactions: Live: RL= 5485 LB Dead: RD= 3062 LB Total: RT= 8547 LB Axial Loads: Live Loads: PL= 5485 LB Dead Loads: PD= 3055 LB Total Loads: PT= 8540 LB Column Data: Length: L= 2.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 2.0 FT Maximum Unbraced Length (Y Axis): Lv= 2.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Desiqn Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bendinq Stress (Y Axis): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Fby'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Fc'_parl= 1447 PSI Adiustment Factors: Cd=1.00 Cf=1.15 Cp=0.97 Controlling Direction: (Y Axis) Compressive Stress: fc= 697 PSI Allowable Compressive Stress: Fc'= 1447 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dv= 3.50 IN Area: A= 12.25 IN2 Section Modulus (X Axis): Sx= 7.1 IN3 Section Modulus (Y Axis): Sv= 7.1 IN3 Length Depth Ratio: Lex/dx= 6.9 Ley/dy= 6.9 Column Bendinq Calculations: Combined Stress Factor: CSF= 0.48 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: C-FG-1/2-C-BM-2 Summary: " 3.50 x 3.50 x 2.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 51.2° Base Reactions: Live: RL= 6193 LB Dead: RD= 2469 LB Total: RT= 8662 LB Axial Loads: Live Loads: PL= 6193 LB Dead Loads: PD= 2462 LB Total Loads: PT= 8655 LB Column Data: Length: L= 2.0 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 2.0 FT Maximum Unbraced Length (Y Axis): Lv= 2.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (Y Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1300 PSI Modulus of Elasticity: E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (Y A)ds): Fby= 875 PSI Adjusted Properties: Fbx': Fbx'= 1313 PSI Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Fby'= 1313 PSI Adiustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Fc'_parl= 1447 PSI Adiustment Factors: Cd=.1.00 Cf=1.15 Cp=0.97 Controlling Direction: (Y Axis) Compressive Stress: fc= 707 PSI Allowable Compressive Stress: Fc'= 1447 PSI Column Properties: Column Section (X Axis): dx= 3.50 IN Column Section (Y Axis): dv= 3.50 IN Area: A= 12.25 IN2 Section Modulus (X Axis): Sx= 7.1 IN3 Section Modulus (Y Axis): Sv= 7.1 IN3 Length Depth Ratio: Lex/dx= 6.9 Ley/dy= 6.9 Column Bending Calculations: Combined Stress Factor: CSF= 0.49 Column[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Protect: 9092313-1 - Location: C -PBM -1 Summary: 3.50 x 3.50 x 8.0 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 82.8°x6 Base Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Total Loads: Column Data: Lenqth: Column End Condition: Maximum Unbraced Length (X Axis): Maximum Unbraced Length (Y Axis): Eccentricity (X Axis): Eccentricity (Y Axis):. Column Design Stresses: Compressive Stress: Modulus of Elasticity: Bending Stress (X Axis): Bending Stress (Y Axis): Adjusted Properties: Fbx': Adjustment Factors: Cd=1.00 Cf=1.50 Fby': Adiustment Factors: Cd=1.00 Cf=1.50 Fc'(parallel): Adiustment Factors: Cd=1.00 Cf=1.15 Cp=0.38 Controllinq Direction: Compressive Stress: Allowable Compressive Stress:, Column Properties: Column Section (X Axis): Column Section (Y Axis): Area: Section Modulus (X Axis): Section Modulus (Y Axis): Length Depth Ratio: Column Bendinq Calculations: Combined Stress Factor: RL= RD= RT= PL= PD= PT= L= Ke= Lx= Lv= ex= ey= Fc= E_ Fbx= Fby= Fbx'= Fby'= Fc'_parl= fc= Fc'= dx= dv= A= Sx= Sv= Lex/dx= Ley/dy= CSF= 606 619 1225 606 592 1198 8.0 1.0 8.0 8.0 0.00 0.00 1300 1600000 875 875 1313 1313 568 (Y Axis) 98 568 3.50 3.50 12.25 7.1 7.1 27.4 27.4 0.17 LB LB LB LB LB LB FT FT FT IN IN PSI PSI PSI PSI PSI PSI PSI PSI PSI . IN IN IN2 IN3 IN3 Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH . Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1,10 Cr=1.15 FV: Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus: . Area: Moment of Inertia: 0.17 Floor Joist[ 97 UBC (91 NDS) ) StruCalc 4.06 0.22 By: Larry J. Warner A.I.A., AEC Group_ on: 10-03-1999 Project: 9092313-1 - Location: FJ -1 TYP.FLR JOOIST Summary: 0.48 1.50 IN x 9.25 IN x 13.5 FT (D 16.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 29.9% Controlling Factor: Section Modulus / Depth Required 8.12 In Deflections: PLF Interior Span Live Load: LLD= Interior Span Total Load: TLD= Bearing Length Regd.: BL1= Bearing Length Regd.: BL2= Equivalent Wall Loadings: Left End: WTL1= Right End: WTL2= Joist Reactions: Left End Total Load Reactions: R1max= R1 min= Right End Total Load Reactions: R2max= R2min= Joist Data: Span: Maximum Unbraced Length: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Loading: Uniform Live Load: Floor Duration Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist Live Load: Joist Dead Load: Properties For: #2- DOUGLAS FIR -LARCH . Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1,10 Cr=1.15 FV: Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: Note: Critical M created by combining all dead loads and w live loads. Decking Information: Plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Plywood Area: Section Centroid: Moment Of Inertia: Comparisons With Required Sections: Section Modulus: . Area: Moment of Inertia: 0.17 IN = U928 0.22 IN = L/742 0.48 IN 0.48 IN 337 PLF 337 PLF 450 LB 0 LB 450 LB 0 LB L= 13.5 Lu= 0.0 U 480 U 360 LL= 40 Cd= 1.00 LLconc= 0 DL= 10 wL= 53 wD= 13 Fb= Fv= E_ Fc perp= F b'= Fv'= V= M= T= Aioist= Aply= C= (comb= 875 95 1600000 625 FT FT PSF LB PSF PLF PLF PSI PSI PSI PSI 1107 PSI 95 PSI 450 LB 1519 FT -LB 0.75 IN 13.9 IN2 2.0 IN2 5.25 IN ABOVE BASE 142.7 IN4 Sreq= 16.5 IN3 S= 21.3 IN3 Areq= 7.2 IN2 A= 13.8 IN2 Ireq= 73.9 IN4 (comb= 142.6 IN4 Uniformly Loaded Floor Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Latry.J. Warner A.I.A., AEC Group on: 10-03-1999 Pro'ect90923D-1 -Location' FG -1 I Summary: 5.50 IN x 7.50 IN x 6.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 38.6% Controlling Factor: Area / Depth Required 5.90 Ir Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: Beam Data: Span: Maximum Unbraced Span: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor Loading: Floor Dead Load: Side One: Floor Live Load: Tributary Load Span(Side One): Side Two: Floor Live Load: Tributary Load Span(Side Two): Live Load Duration Factor: Wall Load: Average.Uniform Live Load: Beam .Loading: Beam Total Live Load: Beam Self Weight: Beam Total Dead Load: Total Maximum Load: Controlling Total Design Load: Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.00 FV: Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: Shear ((d) d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD= 0.01 IN LLD= 0.05 IN = U1364 TLD= 0.07 IN = U1076 RL= 1680 LB RD= 450 LB RT= 2130 LB BL= 0.62 IN L= 6.0 FT Lu= 0.0 FT L/ 360 U 240 DL= 10 PSF LL1= 40 PSF TW1= 7.0 FT LL2= 40 PSF TW2= 7.0 FT Cd= 1.00 WALL= 0 PLF LLave= 40 PSF wL= 560 PLF BSW= 10 PLF wD= 150 PLF WT= 710 PLF wTcont= 710 PLF Fb= 1200 PSI Fv= 85 PSI E= 1600000 PSI Fc perp= 625 PSI Fb'= 1200 PSI Fv'= 85 PSI M= 3195 FT -LB V= 1686 LB Sreq= 32.0 IN3 S= 51.5 IN3 Areq= 29.8 IN2 A= 41.2 IN2 Ireq= 51.1 IN4 1= 193.3 IN4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 - Location: FG -2 Summary: 5.50 IN x 7.50 IN x 4.5 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 2.0% Controlling Factor: Area/ Depth Required 7.39 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.03 IN = U1617 Total Load: TLD= 0.04 IN = U1284 Reactions (Each End): Live Load: RL= 2520 LB Dead Load: RD= 653 LB Total Load: RT= 3173 LB Bearing Length Reqd.: BL= 0.92 IN Beam Data: Span: L= 4.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 14.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two):. TW2= 14.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 1120 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 290 PLF Total Maximum Load: WT= 1410 PLF Controlling Total Design Load: wTcont= 1410 PLF Properties For: #1- DOUGLAS FIR -LARCH _ Bending Stress: Fb= 1200 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1200 PSI Adjustment Factors: Cd=1.00 Cf=1,.00 FV*. FV= 85 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 3569 FT -LB Shear (0 d from beam end): V= 2291 LB Comparisons With Required Sections: - Section Modulus: Sreq= 35.7 IN3 S= 51.5 IN3 Area: Areq= 40.5 IN2 A= 41.2 IN2 Moment of Inertia: Ireq= 43.1 IN4 1= 193.3 IN4 Square Footing Design 197 UBC (91 NDS) I StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Protect: 90923D-1 - Location: FTG -PBM -1 Summary: Size: 1.0 FT x 1.0 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 606 LB Dead Load: PD= 619 LB Total Load: PT= 1225 LB Ultimate factored load: Pu= 1897 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.0 FT Width: W= 1.0 FT Area: A= 1.0 SF Ultimate bearing pressure: Qu= 1897 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 0.91 SF Minimum footing size required: Lreq= 0.95 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 0 LB Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 133 PSI. Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 1428 IN -LB Nominal moment strength: Mn= 32500 IN -LB Square Footing Design ( 97 UBC (91 NDS) ) StruCalc 4.06 Bv: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 90923D-1 - Location: FTG -C -FG -2 -C -BM -2 Summary: Size: 2.0 FT x 2.0 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 4513 LB Dead Load: PD= 2018 LB Total Load: PT= 6531 LB Ultimate factored load: Pu= 10497 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1650 PSF Concrete compressive strength:. F'c= 2500 PSI Selected Size: Length: L= 2.0 FT Width: W= 2.0 FT Area: A= 4.0 SF Ultimate bearing pressure: Qu= 2624 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing. area: Areq= 3.96 SF Minimum footing size required: Lreq= 1.99 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 7176 LB Punching shear stress: vu1= 20 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 109 LB Beam shear stress: vu2= 1 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 22977 IN -LB Nominal moment strength: Mn= .65000 IN -LB Square Footing Design 197 UBC (91 NDS)1 StruCalc 4.06 BY: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 - Location: FTG -C -FG -1l2 -C -BM -2 Summary: Size: 2.25 FT x 2.25 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 6193 LB Dead Load: PD= 2469 LB Total Load: PT= 8662 LB Ultimate factored load: Pu= 13985 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1725 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 2.25 FT Width: W= 2.25 FT Area: A= 5.06 SF Ultimate bearing pressure: Qu= 2762 PSF Column Base Dimensions: Length: 1= 3.50 IN Width.: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 5.02 SF Minimum footing size required: Lreq= 2.24 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 10489 LB Punching shear stress: vu1= 30 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 906 LB Beam shear stress: vu2= 5 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 35755 IN -LB Nominal moment strength: Mn= 73125 IN -LB Square Footing Design ( 97 UBC (91 NDS) 1 StruCalc 4.06 Bv: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: FTG -C -FG -1 -C -BM -1 Summary: Size: 2.25 FT x 2.25 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 4645 LB Dead Load: PD= 2860 LB Total Load: PT= 7505 LB Ultimate factored load: Pu= 11901 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1725 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 2.25 FT Width: W= 2.25 FT Area: A= 5.06 SF Ultimate bearing pressure: Qu= 2351 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 4.35 SF Minimum footing size required: Lreq= 2.09 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 8925 LB Punching shear stress: vu1= 25 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 771 LB Beam shear stress: vu2= 4 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 30426 IN -LB Nominal moment strength: Mn= 73125 IN -LB Square Footing Design f 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 - Location: FTG -C -FB -2 Summary: Size: 1.33 FT x 1.33 FT x 12.00 IN " Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1920 LB Dead Load: PD= 552 LB Total Load: PT= 2472 LB Ultimate factored toad: Pu= 4037 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1449 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.33 FT Width: W= 1.33 FT Area: A= 1.77 SF Ultimate bearing pressure: Qu= 2282 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 1.71 SF Minimum footing size required: Lreq= 1.31 FT Footing depth based on shear stresses: Selected footing.depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 1149 LB Punching shear stress: vu1= 3 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 4909 IN -LB Nominal moment strength: Mn= 43225 IN -LB Square Footing Design ( 97 UBC (91 NDS)1 StruCalc 4.06 By: Larry.J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: FTG -C -FB -1 Summary: Size: 1.33 FT x' 1.33 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 1800 LB Dead Load: PD= 535 LB Total Load: PT= 2335 LB Ultimate factored load: Pu= 3809 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1449 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.33 FT Width: W= 1.33 FT Area: A= 1.77 SF Ultimate bearing pressure: Qu= 2153 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 1.61 SF Minimum footing size required: Lreq= 1.27 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 1084 LB Punching shear stress: vu1= 3 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 4632 IN -LB Nominal moment strength: Mn= 43225 IN -LB Square Footing Design ( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Project: 9092313-1 - Location: FTG -FG -1 Summary: Size: 1.67 FT x 1.67 FT x 12.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Properties: Allowable soil bearing pressure: Effective soil bearing pressure:(with increase) Concrete compressive strength: . Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: . Footing depth based on shear stresses: Selected footing depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: Factored moment: Nominal moment strength: PL= 3360 LB PD= 900 LB PT= 4260 LB Pu= 6972 LB Qs= 1500 PSF Qe= 1551 PSF F'c= 2500 PSI L= 1.67 FT W= 1.67 FT A= 2.79 SF Qu= 2500 PSF 1= 3.50 IN W-- 3.50 IN Areq= 2.75 SF Lreq= 1.66 FT D= 12.00 IN Bo= 54.00 IN Vu1= 3808 LB vu1= 11 PSI vc1= 133 PSI Vu2= 0 LB vu2= 0 PSI vc2= 67 PSI Mu= 11897 IN -LB Mn= 54275 IN -LB Square Footing Design f 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 90923D-1 - Location: FTG -FG -2 Summary: Size: 1.67 FT x 1.67 FT x 12.00 IN • Footing has been designed without reinforcement. Footing Loads: Live Load: Dead Load: Total Load: Ultimate factored load: Footing Properties: Allowable soil bearing pressure: Effective soil bearing pressure:(with increase) Concrete compressive strength: Selected Size: Length: Width: Area: Ultimate bearing pressure: Column Base Dimensions: Length: Width: Footing Size Selection: Required footing area: Minimum footing size required: Footing depth based on shear stresses: Selected footing depth: Punching Stress Calculations: Critical perimeter: Punching shear: Punching shear stress: Allowable punching shear stress: Beam shear stress calculations: Beam shear: Beam shear stress: Allowable beam shear stress: Bending Requirements: Factored moment: Nominal moment strength: PL= 2520 LB PD= 653 LB PT= 3173 LB Pu= 5198 LB Qs= 1500 PSF Qe= 1551 PSF F'c= 2500 PSI L= 1.67 FT W= 1.67 FT A= 2.79 SF Qu= 1864 PSF 1= 3.50 IN VV-- 3.50 IN Areq= 2.05 SF Lreq= 1.43 FT D= 12.00 IN Bo= 54.00 IN Vu1= 2839 LB vu1= 8 PSI vc1= 133 PSI Vu2= 0 LB vu2= 0 PSI vc2= 67 PSI Mu= 8870 IN -LB Mn= 54275 IN -LB Square Footing Design 197 UBC (91 NDS) ) StruCalc 4.0.6 By: Larry J. Warner A.I.A., AEC Group on: 10-03-1999 Proiect: 9092313-1 - Location: FTG -FG -1/2 Summary: Size: 1.83 FT x 1.83 FT x 12.00 IN Footing has been designed without reinforcement. Footing Loads: Live Load: PL= 4200 LB Dead Load: PD= 1103 LB Total Load. PT= 5303 LB Ultimate factored load: Pu= 8684 LB Footing Properties: Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure:(with increase) Qe= 1599 PSF Concrete compressive strength:. F'c= 2500 PSI Selected Size: Length: L= 1.83 FT Width: W= 1.83 FT Area: A= 3.35 SF Ultimate bearing pressure: Qu= 2593 PSF Column Base Dimensions: Length: .1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing.area-. Areq= 3.32 SF Minimum footing size required: Lreq= 1.82 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 IN Punching shear: Vu1= 5402 LB Punching shear stress: vu1= 15 PSI Allowable punching shear stress:. vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 16845 IN -LB Nominal moment strength: Mn= 59475 IN -LB Z"&9PLI?-147. O' (L.ucl►L 8� 1 Z '�.� ��_� �-fir---S 1 p7 P a' FT(- 9' 9.0-1 ice' It ` SHEAR WALL SUMMARY PROJ. NO. 9092ED-1 RIDER DATE OCT 2,-1999 SHEET GRID WALL SEG. LOAD PANEL PANEL H.D. LINE SEG. LGTH PLF - TYPE No. LOAD 1 a 4-9 t45 8--T 5- V5-2 b c d e f 2 a b C-1 3'-0 348 D-2 13 c-2 5'-0 348 D-2 13 c-3 5'-0 348 D-2 13 f 3 a N/A b c d e f 4 a N/A b c d e f 5 a b' C-1 8'-0 312 D-2 13 c-2 6'-6 312 D-2 13 e f 6 a 3'4 88 A 1 b 3'-4 88 A 1 c d e f' 7 a N/A b c d e f 8 a N/A b c e f AT 2-C-3 & E -2-A TOTAL HD LOAD IS 3491 USE HD - D AZ 15 —C-?- -6 i,-4 -tal""C, /J-0 LOAO )S 2md.3 (j .tjn - L 2538 2374 2374 LOWER OF H.D. NOTE TYPE -e C C C 1858 C 1979 C ' 531 C 531 C SHEAR WALL SUMMARY LOWER PROJ. NO. 9092ED-1 RIDER DATE OCT 2, 1999 SHEET OF GRID WALL SEG. LOAD PANEL PANEL H.D. H.D. NOTE LINE SEG. LGTH PLF TYPE No. LOAD TYPE A 1 11'-6 118 A 1 256 N/A 2 6'-0 118 A 1 587 C 3 10'-0 118 A 1 417 C 4 8'-0 118 A 1 467 C 5 6 B 1 N/A 2 3 4 5 6 C 1 N/A 2 3 4 5 6 D 1 N/A 2 3 4 5 6 E 2-a 4'-6 188 B-3 5 1117 C 2-b 10'-0 188 B-3 5 645 C 3 5'-0 188 B-3 5 1074 C 4 10'-0 188 B-3 5 645 C 5 6 F 1 N/A 2 3 4 5 G 1 N/A 2 3 4 5 6 H 1 N/A 2 3 4 5 6 SHEAR WALL SCHEDULE per NER-272 Upadated 7/1/99 PANEL PANEL LOAD 7 SHEATHING 1,2,5,7 EDGE 8 TYPE No. PLF A.1.2.5 _ ...................................... ICBO REPORT #3335 .... B 2 180 B-1 3 170 B-2 4 250 B-3 5 165 B-4 6 295 ................ :............................................................... C 7 220 C-1 8 250 C-2 -9 290 . C-3 ..._............10 ..................... 330 D 11 325 D-1 12 360 D-2 13 350 D-3 14 390 E 15 435 E-1 16 490 E-2 17 540 1/2" GYP BRD ONE SIDE THREE COAT STUCCO FOME- COR PER ICBO # 3335 1/2" GYP BOTH SIDES 3/8" CDX FOME- COR PER ICBO # 3335 & 1/2" GYP INTERIOR FACE 1/2" CDX PLY 3/8" CDX PLY -ONE SIDES 3/8" CDX PLY EXTERIOR 1/2" GYP BRD INTERIOR 3/8" CDX PLY BOTH SIDES 1/2" PLY EXTERIOR 7/16" CDX PLY BOTH SIDE 1/2" PLY EXTERIOR 1/2" GYP BRD INTERIOR 1/2" CDX PLY BOTH SIDES 1/2" CDX PLY EXTERIOR 3/8" CDX PLY BOTH SIDES 7/16" CDX PLY BOTH SIDE NAILING FIELD 8 NAILING 5d(cb7" PAGE A.B. SIZE & SILL 3,4 A -35F 6 SPACING 1/2" (a 72" NAILING CLIPS 16d @ 12" 42" O.C. 16G 7/8" @ 6" 16G 7/8"@6" 1/2" @ 72" 16d @ 6" 30" O.C. ICBO REPORT #3335 1/2" @ 72" 16d @ 6" 30" O.C. 5d @ 7" 5d @ 7" 1/2" @ 48" 16d @ 6" 18" O.C. 8d @ 6" 6d @ 12" 1/2" @ 72" 16d @ 6" 30" O.C. ICBO REPORT # 3335 1/2" @ 42" 16d @ 4" 18" O.C. 5d@7" 5d@7" ......................................................................................................................................:........................................ ......................................................................................................:.......................................................................: 8d. @..12................... 5/8" @ 42"...............20d @. 3.............16" 1.0d @ 6" S S 10d @ 12" 1/2". @ 54" 16d @ 3" 24" O.C. 8d @ 4" 8d @ 12" .1/2" @ 48" 16d @ 3" 18" O.C. 8d @ 6" 8d @ 12" 1/2" @ 36" 16d @ 3" 18" O.C. 5d@7" 5d@7" 8" O.C. F-2 _ 20...... :.................. 8d.@ .6..................... 8d. @..12................... 5/8" @ 42"...............20d @. 3.............16" O.C. .........................................................................................................................................................................................: 10d @ 4" 10d @ 12" 5/8" @ 42" 20d @ 3" 16" O.C. 8d @ 6" 8d @ 12" 5/8" @ 32" 20d @ 3" 12" O.C. 8d @ 4" 8d @ 12" 5/8" @ 32" 20d @ 3" 12" O.C. 5d@7" 5d@7" 3/4"..q.?!� ........... ...@. O.C. ............ 8d.�r�...6.......................8d.�C�..1 .... ...................5/8...@.36...........(2)..16d.@.4.........12" 870 1/2" CDX PLY BOTH SIDES 0.C. . ............................................................................. 1 0 d @ 3" .... ......... ..................... 1 0 d @ 12" ..... ...... ...... ................... 5/8" @ 32" ......... ....... ..... ............ (2)16d @ 4" ... .....::.:.:.:::: 12" O.C. 8d @ 4" 8d @ 12" 5/8" @ 30" (2) 16d @ 3" 9" O.C. 8d @ 4" 8d @ 12" 3/4"" @ 32" (2) 16d @ 3" 9" O.C. F 18 545 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 3/4"" @ 32" (2) 16d @ 3" 9" O.C. F-1 19 650 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 24" (2) 16d @ 3" 8" O.C. F-2 _ 20...... 720 7/16" CDX PLY BOTH SIDES ........................................................................................................................................................................................................................................... 8d.@ 3" 8d @ 12" 3/4" @ 24" (2) 20d @ 3" 6" O.C. :................_......................................................................................................................................................................................................................................................................................................................... G 21 780 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 20" (2) 20d @ 3" 6" O.C. -..1......._._.........................2.2.. 8303/8" CDX PLY BOTH SIDES 8d@2.................... 8d @ 12... 3/4"..q.?!� ........... ...@. O.C. : ::...G.... H ......... .... 23 870 1/2" CDX PLY BOTH SIDES ............................... 10d @ 3" 10d @ 12" .................................................... 1" @ 24" ...................6...".. (2) 16d @ 2" ..... 6" O.C. H-1 24 1110 1/2" CDX PLY BOTH SIDES 10d @ 2" 10d @ 12" 1"@ 20" (2) 20d @ 2" 4"O.C. 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.55'T-1-1 I SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A -35F CLIPS +440# EA. 7. All shear walls with load plf of over 350 shall have 3X min framing menber at plates and panel edges 8. All nails are base on the following 6d .099 dia 7' Ig, 8d .113 dia, 2 1/7'19, 10d .128 dia, Wig. DW Collers 5d .086 dia, 1 5B" Ig 6d .092 dia, 17/8" Ig, Sd .113 dia 23/8" Ig NOTE HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FLOOR TO FLOOR H.D. H.D. ANCHOR END NAIL / SCREW LOAD WOOD TYPE NAME TIE SPAN BOLT READ: CAPACTY MEMBER 1 CS18 N/A 9" 18-10d COM. 1270 2x 2 CS16 N/A 11" 22-10d COM. 1650 2x 3 CMST14 N/A 34" 74-16d COM. 6795 4x 4 LFTA -N/A N/A 16-10d COM 1205 2-2x 5 FTA2 N/A N/A 4-5/8" 2820 2-2x 6 FTA5 N/A N/A 4-5/8" 3725 2-2x 7 ST6224 N/A N/A 28-16d COM. 2520 2-2x 8 MST37 N/A N/A 22-16d SINKERS 1764 4x 9 MST60 N/A N/A 48-16d SINKERS 4191 4x 10 PHD2 5/8" N/A 10-SDS1/4x3 3285 2-2x 11 PHD5 5/8" N/A 10-SDS1/4x3 4500 2-2x 12 PHD8 7/8" N/A 24-SDS1/4x3 7120 2-2x 13 HD8A 7/8" N/A 3-7/8" 7460 '4x 14 HD10A 7/8" N/A 4-7/8" 9540 4x 15 HD20A 11/4" N/A 4-1" 13380. 6x NOTE HOLDOWN SCHEDULE ALL HOLDOWNS ARE SIMPSON STRONG TIE U.N.O. FTOOTING/SLAB HOLDOWNS SINGLE POUR 2500 PSI CONCRETE H.D. H.D. A.B. STEM NAIL / SCREW LOAD WOOD NOTE TYPE NAME TYPE WALL BOLT REQD. CAPACTY MEMBER' .A LSTHD8 N/A 6" 24-16d SINKERS 1825 2-2x B STHD8 N/A 6" 24-16d SINKERS 2210 2-2x C STHD10 N/A 6" 28-16d SINKERS 2880 2-2x .D STHW4 N/A 6" 38-16d SINKERS 4295 2-2x E PAHD42 N/A 6" 7-16d SINKERS 782 2x F HPAHD22 NIA ". 611. 9-1.6d SINKERS 1118 2X d HPAHD22 N/A 8" 12-16d SINKERS 1725 2x H PHD2 SSTB16 6" 10-SDS1/4x3 3285 2-2x J PHD5 SSTB20 6" 13-SDS1/4x3 4500 2-2x K PHD6 SSTB24 6" 18-SDS1/4x3 5585 2-2x L PHD8 SSTB28 6" 24-SDS1/4x3 7120 2-2x M HD8A SSTB28. 6" 3-7/8" 7460 4x N HD10A SSTB28 6" 4-7/8" 9540 4x O HD20A 11/4" 6" 4-1" 13380 6x Lateral Loading: Area, Height & Weight Data Date:. October 21999 Finn: AEC Group Job: 9092ED-1-RIDER By: L.J.Wamer AIA CSI FLOOR PLAN AREAS & SHEAR WALL GRID SPACING •E tabli h G id S cing and F oor PI Confi uratl at Ea L t Page 1 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Q99.02We7 Construction Design Software s a n pa an g on c eve Left 1 3 4 6 7 8 r Wall Spacing 6 12 17.67 11 6 ck Roof 2nd FURf 9 R R R R R 1stA 1 1 1 1 1 Roof 2nd FURf 1 R R R R R 1stA 1 1 1 1 1 Roof 2nd FURf 11 R R R R R 1st F1 1 1 1 1 1 Roof 2nd FVRf 13.5 R R R R R 1st 1 1 1 1 1 Roof 2nd FVRf 6 R R R R R 1stA 1 1 1 1 1 Roof 2nd FVRf 1st A Roof 2nd FVRf 1 st FI ront Typical Overhang F to B 1.5 Roof Roof Block Area Overall Depth Z= hRe= hRi= 2nd FI ! Roof 40.5 Overall Depth of Roof at 2nd FI Roof Block Area 261 522 768.645 478.5 261 Floor Block Area Perimeter Wall Overall Depth 40.5 Z= 3 hRe= 217.34 hRF 384.03 1st Floor We= Wi= Floor Block Area 243 486 715.635 445.5 243 Perimeter Wall 40.5 40.5 Overall Depth 40.5 Z= 3.2 We= 51.2 Wiz 370.16 Ness of10°k of least hor¢. dim. or 40% of ht. but not less than 4% of least hor¢, dim. but at least 311. ront Typical Overhang F to B 1.5 Roof Roof Block Area Overall Depth Z= hRe= hRi= 2nd FI ! Roof 40.5 Overall Depth of Roof at 2nd FI Roof Block Area 261 522 768.645 478.5 261 Floor Block Area Perimeter Wall Overall Depth 40.5 Z= 3 hRe= 217.34 hRF 384.03 1st Floor We= Wi= Floor Block Area 243 486 715.635 445.5 243 Perimeter Wall 40.5 40.5 Overall Depth 40.5 Z= 3.2 We= 51.2 Wiz 370.16 Ness of10°k of least hor¢. dim. or 40% of ht. but not less than 4% of least hor¢, dim. but at least 311. Right Roof Floor Mock Block Perim Overall krea Area Wall Width 492.03 52.67 474.03 52.67 52.67 Roof at 2nd FI 52.67 54.67 TypOH 52.67 L to R 1' 601.37 HzProj 579.37 hRe= 738.045 6 711.05 hRi= 328.02 216.75 316.02 52.67 WI Area we - TYPICAL DEAD LOADS -Establish Dead Loads (lbs/sf)- Roof Roofing 2.5 Sheathing 1.7 Framing 2.5 Snow 6.7 Ceiling Insulation 0.5 Framing 1:5 Gyp. Bd. 2.8 Other 4.8 Floor Flooring 4 Sheathing 2 Framing 3.5 Insulation 0.5 Other 10 FLOOR HEIGHTS & WIND AREA Interior Wall Gyp.Bd 4.4 Framing 2 Int. Finish Other 6.4 Exterior Wall Ext Finish 5 Shear 1.5 Framing 2 Insulation 0.5. Gyp. Bd. 2.2 Int .Finish Other 11.2 51.2 -Establish Floor to Floor and Roof Heights (ft)• Wi= Roof Roof Floor Pitch Height Height 272.8 X/12 N I L Plan w/ both Roof Legs >15% of Plan.Y? L IN Roof Area 6 11 2M FI/F�oof vRe vRi 2nd FI Depth Roof Area 2214 FI to A Height a 1st Floor Floor Area WI Perimeter 1st A Dp - S KSlab 0.5 TBase/-Brawl vRe 1004 Ave. Sill to FI Ht 1 vRi 1449 Floor Area 2133 Wind Ht.@Ridge 19 Slab/Foundatior WI Perimeter 186 Wind Ht.@Gable 13.5 Ridge F to B L to R Mean Roof Ht. 13.5 Runs? Y Y 10 FLOOR HEIGHTS & WIND AREA Interior Wall Gyp.Bd 4.4 Framing 2 Int. Finish Other 6.4 Exterior Wall Ext Finish 5 Shear 1.5 Framing 2 Insulation 0.5. Gyp. Bd. 2.2 Int .Finish Other 11.2 51.2 -Establish Floor to Floor and Roof Heights (ft)• Wi= Roof Roof Floor Pitch Height Height 272.8 X/12 N I L Plan w/ both Roof Legs >15% of Plan.Y? L IN Roof Area 6 11 2M FI/F�oof vRe vRi 2nd FI Depth Roof Area 2214 FI to A Height a 1st Floor Floor Area WI Perimeter 1st A Dp - S KSlab 0.5 TBase/-Brawl vRe 1004 Ave. Sill to FI Ht 1 vRi 1449 Floor Area 2133 Wind Ht.@Ridge 19 Slab/Foundatior WI Perimeter 186 Wind Ht.@Gable 13.5 Ridge F to B L to R Mean Roof Ht. 13.5 Runs? Y Y 51.2 -Establish Floor to Floor and Roof Heights (ft)• Wi= Roof Roof Floor Pitch Height Height 272.8 X/12 N I L Plan w/ both Roof Legs >15% of Plan.Y? L IN Roof Area 6 11 2M FI/F�oof vRe vRi 2nd FI Depth Roof Area 2214 FI to A Height a 1st Floor Floor Area WI Perimeter 1st A Dp - S KSlab 0.5 TBase/-Brawl vRe 1004 Ave. Sill to FI Ht 1 vRi 1449 Floor Area 2133 Wind Ht.@Ridge 19 Slab/Foundatior WI Perimeter 186 Wind Ht.@Gable 13.5 Ridge F to B L to R Mean Roof Ht. 13.5 Runs? Y Y Y Lateral Load Analysis Page 2 MaxQuake 1995 Archforms Ltd. Date: October 21999 Firm: AEC Group All Rights Reserved Lateral Load Analysis & Job: 9092ED-1-RIDER By: L.J.Wamer AIA CSI Q99.02We7 Construction Design Software SEISMIC LOADS Roof 2nd A 1st FI Wt . *Establish Dead Loads - Line Line Line Sum Mat Weights 2nd Floor 1st Floor Base Level Rem DL(psf) Area (sf) DL(Ibs) Area(sf) DL(Ibs) Area(sf) DL(U)s) Wt Roof 6.7 2214.135 14834.7 Wt Coil 4.8 2133.135 10239.05 Wt Ext WI 11.2 1490.72 16696.06 Wt Int WI 10 2133.135 21331.35 Wt Floor • 10 2133.135 21331.35 Sum 2nd Sum 1st 84432.52 Base interior will defaull: 10 psf of floor area 21331.35 Scan 2nd,lst & Base 84432.52 *Distribute Weights to Various Levels* *Determine Base Shear* UBC Section 1630.2 BUILDING CODE . Roof 2nd A 1st FI Wt . Tributary Weigh Line Line Line Sum Wt Root 2nd 96 BOCA Inter Z WI Ceil 2nd E=Eh*p (30-1) 97 SBCCI 1/2Wt Ext WI 2 Wt x Ht x (Wt)(Ht) Fx p F to B p L to R Wt Int WI 2 Roof 2 Wt Floor 2 2nd FVRoof V Wt Roof 1st 14834.7 14834.7 Wt Coil 1 10239.05 10239.05 1/2 Wt Ext WI 1 8348.032 8348.032 16696.06 Wt Int WI 1 21331.35 21331.35 Wt Floor 1 21331.35 21331.35 1/2Wt Ext WI Bsmt 4,279 51 273 3,290 Wt Coil Bsmt 1,645 Up Roof 2 Line Sum 33421.78 51010.73 W= 84432.52 *Determine Base Shear* UBC Section 1630.2 BUILDING CODE . -Distribute Shear to Various Levels- UBC formula (30.15) *Select Code- Wind Load Force at Level x = V (Wb)(HtxySum(Wti)(Hti) Ft assumed = 0 96 BOCA Inter Z Ht is measured from plate to foundation E=Eh*p (30-1) 97 SBCCI L to R Wt x Ht x (Wt)(Ht) Fx p F to B p L to R X 97 UBC Roof 2 2nd FVRoof V 33422 8 267374 9869 1..00 1.00 6,107 6 217 1st Floor 51011 1.00 1.00 2nd FI Sum 84433 8 267374 9869 Zone 3 Fig.16-2 Seismic Source Type A Table 16-1.1 Soil Prof SD Table 16-J Faun Distance 15 in km to Seismic Source Z= 0.3 Table 16-1 Ca= 0.36 Table 1611 1= 1.0 Table 16-K Cv= 0.54 Table 16•R T= 0.14 Formula (30-8) No= 1.00 Table 16S R= 5.5 Table 16-N (Tied to Pg 9) Nv= 1.00 Table 16.T WIND LOADS *Wind Pressure UBC Section1620 P=gslwCeCq r---� Vp 75 :Figure 16-1 Ex B Section 1616 Iw=Table 16•K cis 12.6 Table 16-F Ce 0.62 Table 16-G hCq 1.3 Table 16-H, #2 vCq -0.7 Table 16-H, #2 Ph= 10 Hz. Force (psf) Pv= -5.4684 Vt. Force (psf) *Total Wind Load In Each Direction At Each Level (lbs)* GOVERNING LATERAL LOADS -Maximum Total Load In Each Direction At Each Level (lbs) - Front to Back Side to Side Roof 2 formula (30.4) (30-5) (346) (30.7) E= CvW/RT but not > 2.5CaIW/R but not,( 0.11CaIW zone 4 not< 0.8ZNvW/R 2nd Fl Roof 1 9,869 Seismic 9,869 Seismic 58852 13816 3344 E/1.4= 9,869 lbs E11.4=V 1612.3.1 formula (12-9) 1st Floor 2,140 Wind 1,645 Wind For Code Table references used by MaxQuake see Code Sections cited or Appendix A (below) Tnb Area F to B Trib Area L to R Wind Load End Z Inter Z SumP*At End Z Inter Z SumP*At F to B L to R Roof 2 Roof 1 217 384 6,107 6 217 2,262 2nd FI 8,247 3,907 1st Floor 51 370 4,279 51 273 3,290 2,140 1,645 Up Roof 2 Uplift Up Roof 1 1,004 1,449 Uplift 13,415 13,415 GOVERNING LATERAL LOADS -Maximum Total Load In Each Direction At Each Level (lbs) - Front to Back Side to Side Roof 2 formula (30.4) (30-5) (346) (30.7) E= CvW/RT but not > 2.5CaIW/R but not,( 0.11CaIW zone 4 not< 0.8ZNvW/R 2nd Fl Roof 1 9,869 Seismic 9,869 Seismic 58852 13816 3344 E/1.4= 9,869 lbs E11.4=V 1612.3.1 formula (12-9) 1st Floor 2,140 Wind 1,645 Wind For Code Table references used by MaxQuake see Code Sections cited or Appendix A (below) Shear Wall Segments Data, Lines 1.8 Page 3 MaxQuake MI Rights Reserved 01995 Archforms Ltd. Lateral Load Analysis & Date: October 21999 Firm: AEC Group Job: 9092ED-1-RIDER By: L.J.Warner AIA CSI -Q99.02We7 Construction Design Software Line 1 Line 2 Line 3 Line 4 Line 5 1 Line 6 Line 7 Line 8 Segment (Seg) names al appear to show possible quadrants (q). Remove Segs not used. tdbve and add 1,2... to denote muftiple (m) seg's in a quadrant, ie., U. Sag Variables; Lg: Seg Igth. Ht: Seg hght (from pg 11. B: Bearing Wall? - B=yes. Ell: Ext. or Int. Welty - E=Ext, l=Int. S: Stacked Seg above, same row, q&m & s Lg. 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Sag Wall Variables Level q&n Lg Ht B E/I q&m Lg Ht. B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg HI B Ell 1,2,3.. Wall Lines Run From Front to sum Syst sum Syst sum Sys sum Syst sum Syst sum Syst sum : Syst sum Syst Back 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S a 4 8 6 E a 8 S a 8 B I a 8 8 1 a 8. a 3.3 8 B E b 8 b 8 b 8 b 8 b 8 b 3.3 8 B E c 8 c-1 3 8 B E S c 8 c 8 c-1 8 8 B E S c 8 d 8 c-2 5 8 B E S d 8 d 8 c-2 6.5 8 B E S d 8 e 8 c-3 5 8 B E S e 8 e 8 e 8 e 8 sum 4 Syst SW sum 13 Syst SW sure Syst sum Syst sum 14.5 Syst SW sum 6.6 Syst SW sum Syst sum Syst toed trans to adj line load trans to adj line Base Seg Wall Variables Sag Wall Variables Sag Wall Variables Sag Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Sag Wall Variables Level q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B Ell S q&m Lg Ht B E/I S q&m Lg Ht B E/I S q&m Lg Ht B E/I S a 41 -1 B E S a 37 -1 B E S a -1 S a -1 S a 37 -1 B E S a 41 -1 B E S b -1 S b -1 S b -1 S b -1 S b -1 S b -1 C -1 S c -1 c -1 S c -1. S c -1 c -1 S d -1 S d -1 d -1 S d -1 S d -1 d -1 S e -1 S e -1 a -1 S e -1 S e -1 S e -1 S sum 41 Syst SW sum 37 Syst SW sum Syst sum Syst sum 37 Syst SW sum 41 Syst. SW sum Syst sum Syst load trans to adj line Iload trans to adj line hear Segment HeighULength ratio is limited to 211 for edge blocked panel. WLg >2 limit"appears if exceeded. See Code Ch.16 for HUL9 limits for other assemblies. Shear Wall Segments Data, lines A-H Page Ma%Quake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 21999 Firm: AEC Group Job: 9092ED-1-RIDER By: L.Marner AIA CSI CM.02We7 Construction Design Software Line A jLine B ILine C I Line D Line E I Line F Line G. Line H Segment (Seg) names 1-7 appear to show possible quadrants (q). Remove Segs not used. Move and add s,b... to denote multiple (m) seg's in a quadrant, ie., 2b. Seg Variables; Lg: Seg Igth. Ht: Sag hgM (from pg 1). B: Bearing Wall? - Byes. Ell: Ext. or Int. Walt? - E=Ext, l=Int. S: Stacked Seg above, same row, q&m & s Lg. 2nd Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Level q&m Lg Ht B Ell q&m Lg Ht B Ell q&m Lg Ht B E/I q&m Lg Ht 8 Ell q&m Lg Ht B Ell q&m Lg Ht B EJI q&m. Lg Ht B Ell q&m Lg Ht B Ell B,C.. Wall Litres Run From Side to sum Syst sum Syst sum Syst • sum Syst sum Syst sum Syst sum Syst sum Syst Side 1st Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Well Variables Level q&m Lg HI B Ell S q&m Lg Ht B E/l S q&m Lg Ht B Ell S q&m Lg Ht B FJI S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S 1 11.5 8 B E S 1 8 1 8 1 8 2a 4.5 8 B E S 1 8 2 6 8 B E S 2 8 2 8 2 8 2-b 10 8 B E S 2 8. 3 10 9 B E 3 8 3 8 3 8 3 5 8 B E 3 8 4 8 8 B E 4 8 4 8 4 8 4 10 8 B E 4 8 5 8 5 8 5 8 5 8 5 8 5 8 sum 35.5 Syst SW sum Syst sum Syst sum Syst sum 29.5 Syst SW sum Syst sum Syst sum Syst load trans to adj line load trans to adj line load trans to adj line load trans to adj line Base Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables Seg Wall Variables. Level q&m Lg Ht 8 Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S q&m Lg Ht B Ell S 1 52 A B E S 1 -1 S 1 -1 S 1 -1 S 1 41 -1 B E 1 52 -1 B E S 2 -1 2 -1 S 2 -1 S 2 -1 S 2 -1 2 -1 S 3 -1 3 -1 S 3 -1 S 3 -1 S 3 -1 3 -1 S 4 -1 4 -1 S 4 -1 S 4 -1 S 4 -1 4 -1 S 5 -1 S 5 -1 S 5 -1 S 5 -1 S 5 -1 S 5 -1 S sum 52 Syst SW scan Syst sum Syst sum Syst sum 41 Syst SW sum 52 Syst SW sum Syst sum Syst load trans to adj line load trans to adj line load trans to adj line hear Segment HeightlLength rata is limited to 211 for. edge blocked panel. WLg >2 limit" appears if exceeded. See Code Ch.16 for Ht/Lg limits for other assemblies. Lateral Load Distribution & Overturning Moment Pages MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 21999 Firm: AEC Group Job: 9092ED-1-RIDER By: L.J.Wamer AIA CSI 099.02We7 Construction Design Software Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Force Seis %= Wind %= W/ft-- if 'w', -snow RW if V.67, -s.85 OTM= ifSYk Vnet•M Vadj= V= SumV= Distrib trib fl AISum AA trib wl A/Sum wlA Sum lev. YMrib area WVft.LgA212k SumV*Ht*L Lg - SumV from adj Ln Ln46*Vmax SorW Vadj-Vabv-V 2nd % SMI % S/W % SMI % SMI % SMI % SMI % SMI % SM/ Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Sag Wlft RM OTM SW r -V wall *lalw / V level Frame V frame/ Vadj line 2 Vadj line 1 or 3 Vadj line,2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 Vadj line 5 or 7 Vadj line 6 or 8 Vadj tine 7 V level 2nd level V 2nd level V '2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum T 1st % S/W 5.894 5.696 % SIW 17.68 17.09 % SIW 29.15 28.17 % SMI 28.16 27.22 % S/W 16.7 16.14 % SIW 5.894 5.696 % S/W % SMI Level Seg Wlft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seismic a 124 0.844 4.653 a 124 0.574 2.327 9,869 b 124 0.574 2.327 c-1 193 0.739 8.353 c-1 187 5.096 19.97 c-2 193 2.052 13.92 c-2 187 3.364 16.23 P= c-3 193 2.052 13.92 2-2a (r max Ab".5) Vadj line 2 - Vadj line 1 or 3 2.779 Vadj line 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 2.876 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 1.00 r- V above r- V above r- V above r- V above r- V above r- V above r- V above r- V above 0.15 1st lev V 0.582 0.35 1 st lev V 1.745 1st lev V 2.876 1st lev V 2.779 0.32 1st lev V 1.6480-09 1st lev V 0.582 1st lev V 1st lev V S Sum V 0.582 s Sum V 4.524 s Sum V s Sum V s Sum V 4.524 s Sum V 0.582 Sum V Sum V Base % S/W 5.696 5.696 % S/W 17.09 17.09 % SIW 28.17 28.17 % SMI 27.22 27.22 % S/W 16.14 16.14 % SMI 5.696 5.696 % SMI % SMI Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Wind a 149 83.25 4.302 a 84.4 38.53 -0.47 a 79.4 36.25 -0.47 a 149 83.25 2.12 2,140 P= 2-2a (r max Ab".5) Vadj line 2 Vadj line 1 or 3 0.582 Vadj fine 2 or 4 Vadj line 3 or 5 Vadj line 4 or 6 0.603 Vadj line 5 or 7 Vadj line 6 or 8 Vadj line 7 1.00 r- V above 0.582 . r- V above 4.524 r- V above r- V above r- V above 4.524 r- V above 0.582 r- V above r- V above 0.01 Bsmt V 0.1220.14 Bsmt V 0.366 - Ssmt V 0.603 Bsmt V 0.582 0.14 Bsmt V 0.345 0.01 "Bsmt V 0.122 Bsmt V Bsmt V w Sum V 0.7041 w Sum V 5.472 w Sum V w Sum V w Sum V 5.472 w Sum V 0.704 Sum.V Sum V Lateral Load Distribution & Overturning Moment Page 6 MaxQuake @1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 21999 Firm: AEC Group Job: 90920-1-RIDER By: L.J.Warner AIA CSI Q99.02We7 Construction Design Software Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= Wlft= if 'w",-snow RW if'w".67,7s".85 OTM= if SVk Vnet*ht Vadj= V= SumV= Distrib trib fl AlSum ftA trib wl AISum wlA Sum lev. w`trib area WNft"Lg"212k Swn\rM*L:gTLg SumV from ad' Ln Ln°A'Vmax Sort Vadj+Vabv+V 2nd % SO % S/W % S/W % SIW % SrW % S/W % SIW % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg WIft RM OTM Seg W/ft RM OTM Seg Wlft RM OTM Seg Wlft RM OTM Seg W/ft RM OTM Seg W/ft RM OTtul SW r-V wall •10/lw / V level Frame V frame/ Vadj line B Vadj line AorC Vadj line BorD Vadj litre CorE Vadj line DorF Vadj line EorG Vadj line Forth Vadj line G V level 2nd level V/ft 2nd level V 2nd level V . 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V _ Sum V Sum V Sum V Sum V Sum V . 1st % S/W 11.11 11.11 % S/W 12.35 12.35 % SIW 14.81 14.81 % S/W 30.25 30.25 % SM 24.07 24.07 % SIW 7.407 7.407 % SAW % S/W Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg WIft RM OTM Seg. W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seismic 1 141 7.945 10.89 2a 202 1.736 6.761 9,869 2 141 2.163 5.683 2-b 202 8.573 15.02 3 153 6.483 10.66 3 202 2.143 7.512 4 141 3.845 7.578 4 202 8.573 15.02 P= 2-201 (r max Ab".5) Vadj line B 3.107 Vadj line AorC Vadj line BorD Vadj line CorE Vadj line DorF 3.164 Vadj line EorG Vadj line Forth Vadj line G 1.00 r- V above r- V above r- V above r- V above r- V above r- V above r- V above r- V above 0.12 1st lev V 1.097 1st lev V 1.218 1st lev V 1.462 1st lev V 2.985 0.19 1st lev V 2.376 1st lev V 0.731 1st lev V 1st lev V s Sum V 4.203 s Sum V s Sum V s Sum V s Sum V 5.54 s Sum V Sum V Sum V Base % S/W 11.11 11.11 % SIW 12.35 12.35 % SIW 14.81 14.81 % SIW 30.25 30.25 % S/W 24.07 24.07 % SIW 7.407 7.407 % SIW % SO Level Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Seg WIft RM OTM Seg W/ft RM OTM Seg W/ft RM OTM Wind 1 181 163 9.862 1 91.9 51.52 -3.21 1 24.4 22 -0.06 1,645 P= 2-201 (r max Ab".5) Vadj line B 0.518 Vadj line AorC Vadj line BorD Vadj line CorE Vadj line DorF 0.478 Vadj line EorG Vadj line ForH Vadj line G 1.00 r- V above 4.203 r- V above r- V above r- V above r- V above 5.54 r- V above r- V above r- V above 0.09 Bsmt V 0.183 Bsmt V 0.203 BSmt V 0.244 Bsmt V 0.4980-15 Bsmt V 0.396 Bsmt V 0.122 Ssmt V Bsmt V w Sum V 4.904 w Sum V w Sumv- w Sum V w Sum V 6.414 w Sum V 0.122 Sum V Sum V Shear Wall and Hold Down Requirements Page 7 MaxQuake -@1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 21999 Firm: AEC Group Job: 9092ED-1-RIDER By: L.J.Wamer AIA CSI 099.02We7 Construction Design Software Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 Uplift = Overturning Moment (OTR - Resisting Moment (RIA / Segment Length (Seg Lg). Mnimum required Hold Down (HD Type) selected from Hold-down and Wall Strap Schedule on Page 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type .Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg. Uplift Type Seg Uplift Type Seg Uplift Type Seg Upllft Type 1,2,3.. Wall Lines Run From Front to Shear(pIQ Shear(plQ Shear(plf) Shear(plf) Shear(ptQ Shear(pIQ Shear(pIQ Shear(plf) Back Wall Type Wall Type I Wall Type Wall Type I Wall Type Wall Type I Wall Type Wall Type. Roof Uplift from Side to Side resisted by Left and Right Ext. Walls Uplift (plf) Rf 2 @ Ext WI Uplift Detail @ Rf 2 & Ext WI NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a 952 A Me a 531 A Me b 531 A H1a c-1 2,538 A H2 c-1 1,859 A H2 c-2 2,374 A H2 c-2 1,979 A H2 c-3 2,374 A H2 Shear(plf) 145 Shear(plf) 348 Shear(plf) Shear(plf) Shear(plf) 312 Shear(plQ 88 Shear(plt) Shear(pit) Wall Type A 6 Wall Type A 4 Wall Type Wall Type Wall Type A 4 Wall Type A 6 Wall Type Wall Type Roof Uplift from Side to Side resisted by Left and Right Ext. Walls Uplift (pit) Rf 1 ® Ext WI 43 . Uplift Detail ®Rf 1 & Ext WI NA StrapslHold-Downs must run continuous down through the Wall below to the Foundation. If no Wall below; tie to Beams, sized for Hold-Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a a a a Shear(pIQ 17 Shear(plf) 148 Shear(plf) Shear(plQ Shear(pIQ 148 Shear(pIQ 17 Shear(pIQ Shear(ptf) Wall Type A 6 Wall Type A 6 Wall Type Wall Type Wall Type A 6 Wall Type A 6 Wall Type Wall Type Shear per Linear Foot (Shear(plQ) = Sum of Shear at that Line & Level (Sum V 1 Linear Feet of Shear Wall at that Line & Level (Sure Seg Lgth) Minimum required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Page 9. Shear Wall and Hold Down Requirements Page 8 MaxQuake 01995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & Date: October 21999 Firm: AEC Group. Job: 9092ED4-RIDER By: L.J.Wamer AIA CSI Q99.02We7 Construction Design Software Line A Line B jLine C Line D Line E Line F Line G Line H Uplift = Overturning Moment (OTM) - Resisting Moment (RMS / Segment Length (Seg Lg). MUnimurn required Hold Down (HD Type) selected from Hol6down and Wall Strap Schedule on Page 9. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift . Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type B,C.. Wall Lines Run From Side to Shear(plt) Shear(plf) Shear(plf), Shear(ptf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Side Wall Type I Wall Type Wall Type I Wall Type I Wall Type I Wall Type Wall Type - Wall Type Roof Uplift from Front to Back resisted by Front and Back Ext. Walls Uplift(plf) Rf 2 @ Ext WI Uplift Detail @ Rf 2 & Ext WI NA 1st HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 256 A NA 2-a 1,117 A H1b 2 587 A H1a 2-b 645 A H1a 3 417 A H1a 3 1,074 A H1b 4 467 A H1a 4 645 A H1a Shear(plt) 118 Shear(plt) Shear(plf) Shear(plt) Shear(plt) 188 Shear(plf) Shear(pM Shear(plf) Wall Type A 6 Wall Type Wall Type Wall Type Wall Type A 6 Wall Type Wall Type Wall Type Roof Uplift from Front to Back resisted by Front and Back Ext. Walls Uplift(plt) Rf 1 @ Ext WI 33 Uplift Detail @ Rf 1 & Ext WI NA " trapsf lo*-Downs must run continuous down through the Wall below to the Foundation. If no Wall below; tie to Beams, sized for Hold-Down Point Loads. Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type 1 1 1 Shear(plf) 94 Shear(plt) Shear(plf) Shear(plf) Shear(plt) 156 Shear(plt) 2 Shear(plt) Shear(plf) Wall Type A 6 Wall Type Wall Type Wall Type Wall Type A 6 Wall Type A 6 Wall Type Wall Type hear per LinearFoot (Shear(plf)) = Sum of Shear at that Line & Level (Sum V / Linear Feet of Shear Wall at that Line & Level (Sum Seg Lgth) NUnhurn required Shear Wall Construction or Shear Frame for Wall Type Symbol is selected from Shear Wall Schedule on Page 9. GIN I 4•" ay x MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION SEP 4 1998 DATE MEUP 98-09 PERMIT NO. r. 011-340-174 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Thomas Rider is hereby granted a Use Permit in accordance with application filed: Minor Use Permit for a permanent second dwelling unit no larger than 1,200 sq. ft. in size. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Section 24-45.65. 2. Unless otherwise provided for in a condition to a Minor Use Permit,- all conditions must be completed by the permittee within 24 months of the delivery of the countersigned permit to the permittee. 3. If any use for which a Minor Use Permit has been granted is not established within two year of the date of receipt of the countersigned permit by the permittee, the permit shall be come null and void and reapplication shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: 1. The second dwelling unit shall not exceed 1,200 square feet. 2. Provide two additional off-street parking spaces. 3. An attached or detached garage or carport with a maximum exterior dimension 20' by 24' is permitted. 4. Adequate sewer and potable water facilities shall be provided under permit as, determined by the Butte County Environmental health Division. r 5. Either the existing single family dwelling or the Second Unit shall be owner occupied. Certification of ownership shall be required prior to .permit issuance and annually thereafter by submittal of a declaration in a form specified by *the Director of Development Services or designee. 6. No permits for any additional dwelling may be approved unless the Second Unit is first removed. 7. Construction, installation or development of structures or facilities on the parcels/lots shall comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. 8. Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. 9. Applicant shall comply with all other applicable federal, state and local statutes, ordinances, and regulations. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction and their approvals prior to use or occupancy, nor does it waive any other requirements. Butte ounty Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry e September 4, 1998 Thomas L. Rider 13570 Centerville Rd. Chico, CA 95928 Re: Minor Use Permit, AP 011-340-174 Dear Mr. Rider: butte Count, LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)'538-7785 Enclosed is your validated Minor Use Permit No. MUP 98-09 to allow Minor Use Permit for a permanent second dwelling. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of Development Services Teri Bridenhagen Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry l v uJG�orn �Dt :�'1Z�cy ��ncr�- 13P70 RECEIVED DEC 2'31998- ]B'rj'rTTZ. COUNT TY DIVISION BUM I November 30, 1998 Princeton Plans Press© P.O.Box 622 Princeton, NJ 08540 ' phone (609) 924-9655 fax (609) 924-9701 Thomas L Rider 1137 South Ambridge Street Anaheim, CA 92806 (714) 635-92.11 RE: Reproduction of and making alterations to Working Drawings purchased from Princeton Plans Press. Dear Mr. Rider: As stated in our title block, use, reproduction, and modification of plans purchased from 'Princeton Plans Press IS ALLOWED for a one-time use only. Building multiple versions of the design.IS-PROHIBITED! The purpose of offering plans for sale is to allow the purchaser to build the design (in this case, The Monticello) to meet their own, personal requirements. It would therefore be counter productive to prohibit the use and/or alteration of these plans. The copyright protection stated on the plans ensures that this design can not be represented, published, or sold by the purchaser as his/her own creation. If you have any additional questions on this subject, please do not hesitate to contact me. Sincerely, Steve Edwards. - r r . ,"`' .. _- �'�, w,ar L�a Tri?1•"eF ti'..t�. �r v ,. � I.. •a'r •. ��A t 4 -ep-2 -00 11:38P OWNER --BUILDER VERIFICATION �P.O1 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signattre. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ajor labor and materials for construction of the proposed -property improvement: YESEY " NO U si 2. I HAVE 13 HAVE NOT ®'gned an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NA,M %- N ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the 'following person to coordinate, supervise, and provide the major work: NAME: A114- .%DDRESS: CITY: PHGNE: CONTRACTOR'S LICENSE NO. 5. I will pro ide some of the work but I have contracted (hired) the following persons to provide the work ins: ated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ��'--� - ii- PROPERTYOWNER: SOCIAL SECURITY NUMBER:�-7 ,7 DATE: IA/0 c --19a/ NOTE: This Owner -Builder Nerfeation is. required by Section 19831 and 19832 of dw. California Health and Safety .Code:. This verification must be completed and returned to our office before we are permitted to issue the permit. r _ . Sep -29=`00 11:38P %P.O4 �s..bri1 OWNER BUILDER INFORMATION -- Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property:, improvements specified. �irl For your protection, you should be aware that as "owner -builder" you are the responsible patty of feeord on such ; a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a but license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work. with the exception of various trades that you plan to subcontract, you should', be aware of the following information for your benefit and protection: •�;' .{:; ;:� . ♦ If you employ or otherwise engage an ' g y persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as conttgctoi's or subcontractors. then you may bean employer. If you are an employer, ou must re •'.3' YY register with the State and Federal Governments as an employer er and ��• P Y subject to several obligations.including state. and. federal income tax withholding, federal social security�es,.y workers compensation insurance, disability insurance costs, and unemployment cpanpensation contnbudoik ,-.:•.` There may be financial risks for you if you do not c `\A4W,, Y Y carry out these obligations, and these risks are especially serous with respect to worker's compensation insurance. -'«' For more specific information about your obligations under Federal Law, contract the Internal Revenue Serviea.(aad, if you wish, the U.S. Small Business Administration). For more specific information about your obligations tinder State Law, contact the Department of Benefit Payments and the.Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractor are allowed to perfoia Tti eir work personally or through their own employees, without a licensed contractor or subcontractor, only under liatited conditions. ; Y A frequent practice of unlicensed persons professing to be contractors is' to secure an "owner buildee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. • - • Information about licensed contracttprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" ba the reverse side of this form so that we can confirm that you... are aware of these matters. The building permit will not be issued until the verification is returned. 4MggeJriBnuiild$ing y, l Cira, C.B.O. Inspection NOTE: This Owner-Builder,Informadon is required by Section 19830 of the Callfornla Health and Safety Code. OVER C21C, foC'enctL'L►� - i a *RESIDENTIAL 11-34-14 3389-90B,P,E`M HINTON & RUSSELL 13510 Centerville Rd, Chico t (new sf) JOB FINALED (Date) Signature Zoe k -o"T R � 1 OFFICE COPY Address /35/FIeP.t'-*C f �e e r6 1. D GAS Meter By Date 7-31 �/ I A ELECTRIC Meter B�y,, Date + ' I OFFICE COPY ^�~� Address C lin/ \j GAS Meter By'; ; iELECTRIC Date eter By --By Date.+0=(_.0�[ J JOB FINALED (Date) Signature J=OK O = Not OK Applic NO Readyable MOBILE HOMES 'r Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 1, _ 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 'Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,'J OK Wei O=Not OK 0x. �t = Not applicable ^UO3 AJ -JH,_ ESIDENTIAL ' = Not Ready Date a'r! fas UND F OORi Plans 'OK exce t: D ,2S9V03 +)1016 ett:C 1 ng -Setbacks -'Easement lood-Slopea pntnci ,I I tg-Main; Soils-Elec'G :=/ `!''iFtgnDepth::loo'i ;E E z1�-3=Ftgr arage;ISoils-Stec$kElec.iGrn .- , g: Depth Porches'&'Decks; Soils -Ste - epthV s; ..Stemwalls, Main; Steel-Blockouts-Wrappid_�'_'�tn�_ _cy""r-6=�tetrtry s,'Garage SCeel-Blockouts Wrapped'nu`t'..'_�� - _ _6a..H .Downs and Special SAndhOi SIDnILI' _ cttTos":� .\1 lab;. el -Wrapped UJ1G-81CTlaf=r: 211. ,t�rnl� ::i, -B..P' s-Fireplace'Ftg.=Steel`._.. y .D.W.V.;.Fall-Fitting=Test'-2.Way.0/O=Sewer_Test��G .1, —10..Gas.Pipe; Size -Anchors--._ R""loorrgrIr.r;,^Ioor, ur 1. -Water. Test-Anchor-Re'gulatar-Servic'e.Testxy _I-.__- ^12..Electric; Underground-- _-13..Pienums.& Ducts;. Clearance -Material -Support -Ins. _ —.14."Girders-Sills-Anchor Bolts-Joists,Vents-Cripples.— d -- `M�i �t1 'R.3 1 .�..��,.,`15.. I nsu lat i on ,�..�—"8 6SaU _ 3N IG97i© rilM�rj—q '��r`! sTT.tt I Date,531 _11_Card.B-1 (/V1, Date.--- ___ -Card. B-1 Y,wusTc etuDate 'nocnagmgti CaidB=1_____ Date PLUMBING' Permit `OK ekept #'s41a ;F1VIZUt7C 100.1 .c ------ 16. Water,Htr.; Vent-Access-Combustion:Air-Baffle---=-f--^•---^----- Water Pipe; Test &'Anchor -Nail Protection=--"---=� --- J , � NO=V '10 ION ='D Sintle & Duplex)n'dJrW"sf? ION ,-Date _ FRAMING (Continued) 2111TUTU 3M MI 311€ OM ct"a _ 45. Hangers=Post Caps -Anchors -Connectors) pnino,, .r Cing. Joist- Rftrlties- Puri in.-roof,Brac-Truss-Shthng.-Rfng. _ lace Ties or'_Type A Flue-Fireplace.Throat.clearance Attic'Access;Size'& Romex Protection -Draft, Stop -Ins. Baffles :.Bdrm?Wiridowsor.Exiting Doors=Sill.1-IgU44 Dimensions 98r'GIr'age Fire Protection Framing — 54, -"-Property- Line - Firewall & Openings_'"_'.-'" L. ----•--52Ftxt-. Doors -One T -Check Garage -3rd Story: 2 Exits -- 58r-3talrs; Width -Headroom -Rise -Run -Landing -Fire. Protection��_.. --5 .•pt wood on Roof.Overhang-Attic.Vents-Rafter. Outriggers.__.__ _—_-.- -_Siding-Nailing.Veneer__.___.--.-...:_.. -- --------�5 `cco Mesh- Drip. Screed-Fd..Vents-Underflr.' Access____—_eTbV_-_ :•Glaiing Area -Glass 9Tr u Protection-Skylights-Plastic.,.e.._.�_...r........ ra.i.li�, C.C'F7 �•n:,, rt xS:tiiJR1 e7F.�; 1, 1[:]wD c. •5 art: ;S:(1n77:�0-i :S ---60 nfiltrat' -Wall intl s ... _-----,— �-Vl.:i1,i,IVv--VYit�': -Utl[(TI-?u •:ui11 r+tiT ;88C' - -- — _ c., �; u=L ❑,_;^o,PInLC ,CtiItl�:J2GV ra •;FN, rtirv! 7{n On7Osi� .� — ---- -- -Date - Card 8-1� "�'' Date ".'_ 1LHtnCard 8-1 -Date- ✓ , car 1`` :Datev,--;<.EI itat__tCard i3-1 -Date -="=FIN- Plans'OK'ezcept ..-_- ..E .-Ste Door.&Sidelight.Protection-Landings_:`:_,-._._-_.__._ • -- _ _ . D.W.V.;;Test-Fittings&Anchor-Nail Prote_ction --------- -- — .44- ower.Pan; Test. -First Floor -Tutt Tub 'B Shower; Secorid Floor -Tub Access•,,=------- _ Pipe; Size &Anchors= - - -__-- -- Date -rf�J (7�--Card B-1(YG--Date--=-::-Z=-=- Card B-1---- - Date -- Date -- -ELECTRICAL-(Permit) OK except #'s------ ' -- Fixture &Transformer I ante Ins. -Protection------- -- -- -Elec.-Receptacles Spacing-Lights&Switches at Doors - -- --�ze,Boxes & No -of Conductors -Stapled omex Installed Close to Edge of Studs,&1C.Jr^�--�^^--==- quip. Ground made up w/Meeh. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 94,&4nge Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No S ice -Riser C uctors & Ground -Main Disconnect qui nces Panels Motors-Mech. Equip. 3t.-GTothes Closet Light -Shower Light -Spa Light 3�moke Detector Date 7_/ -Gu Card B-1 Date Card B-1 Date Card B-1 (' Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condens to Drain & Overflow; Size & Grade urns e- en Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date 77,1-Vli Card B-1 Date Card B-1 Date -7 _f, �U Card B-1 E_C, Date Card B-1 Date FRAMING (Plans) OK except #'s . Sils, Proper Material & Anchors 4 . alls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing . Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing rors>•G.aanl .?D 4Z! ._ ;nts-Clearance-Comb.''Aii-Connector=-u! __—_ Above Floor -Ducts -Meth. Protection Bath Fixtures'& Tub Access -Spa bteJ aril 168!Elec. Trim & Subpanel; Breaker Sizes &'Labels t.n cl Ar Stowe- Clearances -Hearth at Wood Panel; Int. & Ext. . K_ . ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7A-'Elec. Outlets & Receptacles at Kit. Counter ser per 7 ..�Vtr. ., Vents -Clearance -Comb. Air-Connector-P.R.V. I arage; Above Floor-Mech. Protection 715'Plb., Elec. & Mech. Equip. Listed for Location F.I.)-Romex P action 7 nsulation-Foam-Looked in Attic ,lis ns r n -Post Caps 7 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth CI ce Looked under Floor ❑ Yes 80"following instld.; Drive ❑ Yes O No; Walks ❑ Yes 0 No; Planters ❑ Yes ❑ No ish t, Electrical, Plumbing 8 . Vents_Above Roof; Plbg.-Appliance-Fireplace.-Clearance to 84., r Wel ;isconnect, Electrical, Plumbing E for Elec: Trim; G.F.I. Receptacle -Underground V i ation Throughout House from Previous aT Cy3d`rest-Meters Tagged; %gs-Electric 9t ater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date? - ( Card B-1 , Date Card B-1- Dat&J ( Card B-1 2%22 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS. 196 Memorial Way; Chico Phone: 891-2754 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE t OWNER PERMIT NO. 3{ A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this mat er, o�teed additional explanation, please contact this office immediately. v� n y • /\/ 1 'V� ova - +r Date ��(r (� Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Ofoville —, Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 1-14l K -4o n 3,3 J?���0 r OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this /Ma, or need additional explanation,,/please contact this office immediately. C7V i!��- _ r — -le [JAGS �/��''•A v�sc�.t'-/i�R i/ltr� U w P Date `� — Inspectorr-- T213OLWAV, V; COUNTY OF BUTTE DEPARTMENT O,F PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should•be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional) explanation, please contact this office immediately. Ml N 2>D/� W t UZ �� 11l�I� �n (I I /J 1- 0-"—' (� i Date -7 Inspector ENE7 INSTAI Building Owner (ul fi0u.Vl Building Location 15SIA0 C a CERTIFICATE Building Permit #�9j' DESCRIPTION OF INSULATION ROOFO ►� o S T7a-rQ Material Thickness(inches) EXTERIOR WALL ( Material tea"'' C'.d. S`C� llv� Thickness(inches)__ CEILING Batt or Blanket Type Qli+ ik'.'Thi ckness(inches) i Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches)' FLOOR, SLAB J ^ Material C-0 M Thickness(inches) L411' Width(inches) FOUNDATION WALL `/�, Material co N.GV� a1` L Thickness(inches) /6 — 20 Brand Name E .1C_ --jQ �j R , Thermal Resistance (R Value) W Brand Name VI ffq— Thermal Resistance(R Value) Brand Name 130 Thermal Resistance(R-Value)- Brand esistance(R Value)Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, -:is consistent with approved -building- department plans and attachments --and con ---- forms with requirements of Chapter 2-53 of State of California Energy Requirement FIRM NAME / OWNER SIGNATURE OF INSTALLATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. DATE I hereby certify the required features, devices, and equipment, at$ shown on the approved Building.Department plans and attachments have been.installed and conforca to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. TUILDING CONTRACTOR/OWNER (Please Print) (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 -Telephone: 916/538 541 APPLICATION AND PERMIT ASSESSOR PARC L NUMBER 11-34-14 1 ZONING R-40-- BUILDING PERMIT V - OWNER Hinton & Russell TELEPHONE 895-0618 S0. FT. OCC. BUILDING VALUATION g64 R 34,560.00 OWNER'S MAILING ADDRESS 2184 Noel Ct., Chico 95926 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A 1,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 35,560.00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 220.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 110.25 Energy Plan Checking Fee $ 15,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 355.75 PLUMBING PERMIT Filing Fee 10.00 1 '1510 Centervi 11 P Rd Chi co Each Trap 5 1 2.00 10.00 Solar or heat pump water heater LOT NO. SUBDIVISION NAME PA EL MAP J Water piping 1 5,00 5.00 Each pas water heater or vent IX 5.00 USE OF STRUCTURE SF❑X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 SOB Building sewer1 11 5.00 S,00 Mobile Home S G W 10.00e TYPE OF WORK New g Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 1 RFdrnnm _ ge—aeate�-� Permit Fee Contractor ELECTRICAL PERMIT Filing Fee 110.00 1 OR L Main service 1000 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): • F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole COmpen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract -Mobile ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.(DWELLING OCCLIP.&\ ACC, SLOGS. / X 2yz¢Sgft 21,60 NEW CONSTR. ULT' -OUTLET NO N•RESI0 BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20090Q eAL030 FIXED . OR (RESEST D.) EA.) EX. Occup. OUTLETTSS (R 2.00 Temporary service 1 1 10.00 10.00 Mobile Home Facilities 15.00t- Misc. byirin g 15.00 Permit Fee $ 54.10 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 1 b.00 6,00 Cooling 1 .00 6.00 Hood 3.00 Ventilation 1 3.00 3,00 permit Fee $25,00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabi ies, judgmen , costs, and expenses which may in any way accrue agains s d County i c nsequence of the granting of this permit. X Date ` Signature of Applicant — 0-.LrW Contractor ❑ Agent ❑ An OSHA permit is required for exc vatiOns over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30,00 g� c /<-3 CgNSTTYPE 'I/ - �+ TOTAL FEE $`� , HAz CUA PARK SCHL FED PAR Ho Issu This permit is nereby issued under sions Or the Butte County Code and/or work indicated above for which fees DI CTOR F PUBLIC By PERM EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date �lry�/ ,y — /— Receipt No. 73486 $165.25 PC — �j �� WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT e, TO Building Department FROM: Environmental'Health SUBJECT: Sanitation Clearance a Plan Approved for: Sewage Disposal 1� Water Supply �.old final Water Supply Final clearance O.R. for: Water Supply Clearance for 1 bedroom -mob+-l-e home. Other NOTE MA _.� Date Sanitarian TO: Building Depattment FROM: Encroachment Permit Section RE: 'Diiveway Clearance owner 1-,)5-10 6uileev,Ae location Driveway permit 11,046 has been issued n b sign>6re V ),�/ - / AP # for the above property. date OWNER .'�^R:{ COUNTY OF BUTTE- DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORQ�ViLLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPI irATaON DATA SHEET Al / /Z t/S ` 1 y Permit No Proposed Building Use �� �`, Building I N ci% Date 2- -7AFd At time of permit application, I was advised the following data must be submitted prior -permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. ......... ........................ 2. Plot plans in duplicate/triplicate, signed by'preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ........... ..... ........................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation structions.. ...................................... 10. ees of $%q �.............. / Chico Urban Area fees paid ....................................... 1 Park fees paid .................................................. —r12 (� Scriool District fees paid .............. 4. Sanitation approval from GZZ C� Health Department 0 S, i* City of Chico plumbing permit ..................................... 16. Prot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. ner-Builder Verification (Given to owner ❑, Mail to owner ❑) ..... Recorded copy of Agricultural Acknowledgment Statement ......... 14/2 25. Letter of si nature authorization ................................... 26. Q 27. When you issue the permit, process as follows: Mai o o n r. _ Telephone and hold for pickup at office. Mail to contractor. _Deliver w/inspector. --II -. . .-_ ._­_ . _ r _. . .. _ _ _r'. ... ,-,.--._„ --'-- Copy of plans sent Health Dept. Fire Dept. Other Date B The following data must be submitted priorto emit issu nce: ( 'rcle new, -item not the ab8v, e). 1. Index permit for above items No. /S ,� 2. Additional items required: Contractor, designe ,owner was advised of above required data by_L_-`phone_.jnail—counter by A, Contractor, designer, owner, was advised of above required data by —phone _maII—counter b date Plans checked � Date Plans approved by Date Sets of plans on hold in File cabinet Copy—DPW/6 'f% J AP folder - gid 111,644nu f_ ctiv COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Califocnia 95965 - Telephone: 916/538-7541 APPLICAiTi0N44 B ,PERMIT ASSESSOR PARCEL NUMBER .. ZONN - BUILDING PERMIT i OWNER``_T rtM_9FFR347E— 70 h �Gt _Cir c! �� �5S 06/g ; SpO.. FT. OCC. BUILDING VALUATION O6 I OWNER's MAILING ADDRESS 9 C CONTRACTOR'SNAME TELEPHONE OGvr1-t- r s I CONTRACTOR'S MAILING ADDRESS F i replace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee _ $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ t PLUMBING PERMIT Filing Fee 10.00 .1 Each Trap 2.00 0 Solar or heat pump water heater 20.00 Or LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFW Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 S� Mobile Home S I G I W 1 10.00e TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 674?,4 _ ��„ Lin Permit Fee $ 0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 100 AMP OR LESS 10.00 00 Main service EA. ADD'L 100 AMP 2.50 , CONTRACTORS LICENSE LAW penalty p y p er l y (check one): I declare under of perjury ) ❑NON-RESIO I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. Classification El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7944) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.& OR ADONS. ( ACC. BLDGS. ) , 2/20sgft &0 NEW CONSTR. ULTI.OUTLET BRANCH CIRC ITS 524 2.50 ea (POWER /POWER APPARATUS &) OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050t BALD 30 FIXED Ex. Occup. OUTLETS ( R RESID IEAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin g 15.00 j i Permit Fee $ Contractor ; WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g i Hood 3.00 ' I Ventilation Q Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant – Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- on of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Q occ CONST TYPE TOTAL FEE $ HAz cuA PARK SCHL FLO PAR PD HO ISSUE , Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- j resolutions to do I have been paid. i WORKS Date I t Receipt No. WNITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied -for in your name and bearing your signature. Please complete and return this information -at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. 3. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _CA /" I (have/have not) 44_ signed an application for a building permit for the proposed work. I have contracted with. the following person (firm) to provide the proposed construction:_ Name Address City Phone Contractors License No. . 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to -provide the work indicated: .Name Address Phone Type .of Work Signed: Property Owner Social Security Number a LCI - S-0 i S Date e2o NOTE:This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. I ... .. - �� . .r w" �-•...., � `b --w ro-, .�. C.-;�-v,'�;1 v7,ef ,r-.•..nr�.-.-,'N., y�..+.�:'"1:, . .: +-v..�':...r't : , .'+ .�� ..6 n1 %5-.7 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form -per Building) A.P-. Number3LjBuilding Department No. School District �- 1-----1 (��j City U County Jurisdiction Property Owner # iN 7V Al IX tA:;.S a L- L -- Project Location/Address Subdivision r Residential Development: # of Living MHI Units Commercial/Industrial: ry New' Lot Number Sq. Footage Addition (Group R'.) f a` Sq. Footage Addition (Including Exterior Roofed. Areas) ,'Building- ep"artment Representative Date � ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. q.io5 3a " . �'ScDistrict certifies that liool reet Aaaress (City) (State) 1 (Zip Code) has complied with the requirements of Resolution No. by the payment of $ ���, �a representing (j square feet. School District Representative Date PAID BY CHECK NO. BANK NO 11-57 PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX.& MISC. ONLY) i OWNER DIV ��UjSEL�/ GENERAL 14/Lfoning requirements: (sideyards and number 2e,---faluation. 3;-,�lans signed by designer. 4. Proper description of work on application. sting violations on property. Items on data sheet. (W.C., fees, Health, 7 -.—Recorded notice of violation. PLOT PLAN 1! M-plete parcel size and dimensions. 2. JSetbacks, sideyards, easements, etc. 3. Other buildings or structures. 4� Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map, le, and foundations). 7 FAU & FAS road setback. 12/90 Bldg. Permit # -539?-?0 A. P. # /(- 3 - f Plan Che er L of permitted living units). Developer Fees, License law, etc): (noise, CDF, fire sprinklers, non-comb- $-r—Buli`lUing r utilities across lot lines (Record form). FLOOR PLAN lvORiplete to scale plan with dimensions. 2i. qured windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). r -gets (Chapter 34 & Sec. 5207). 5. Human impact glass (Sec. 5406). e re room sizes, ceiling heights (Sec. 1207). 7. FCI ..in baths, garage, kitchen, and exterior outlets (Article 210-8). ight fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. 9 ns of water heater, heating and cooling equipment, other electrical or gas equipment. aG�'ge-firewall, door size, and closer (Sec. 503(d)(3)). 11. 3'0" exterior exit door (sec. 3304 (f). 1� FF''place and wood stove location, alcoves, and clearance. 'e detectors (Sec. 1210) . 1;.'Spok 1*.' Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS l/l Standard bracing or engineered design (Table 25V) �.sua shape, size, or .split level house requiring lateral design. 3 Foundation plan complete enough to construct building. ��Ele=ations hstruction details complete enough to construct building. 5 and wall construction.details complete enough to construct building. Roof construction details complete enough to construct building. —ace construction details and talcs if necessary. Rafter ties or bearing ridge beam. A—Oarage-door or porch header sizes. l�tud heights. 1.1-.-A4e-be-9oils - special foundation design. -12—.lZe-t-a-ining walls requiring design. r3—Speci`aT Inspection required. 12/90 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR airway details: landings, rise and run, head clearance, handrails (Sec. 306). ,2-.--6uardrai1 details (Sec. 1711 & 3306(j). 3—�ck�r stone veneer (Chapter 30). 4, ExteFirer plaster - weep screeds (Sec. 4706). 55roper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). foam insulation - protection. 8--3Tl—halls and stairways. 97 ---Living area over garage - complete 1 -hour separation required on garage side inc ng supporting walls and posts, etc. 1 exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). 1P.- Attic access and ventilation (Sec. 3205). k2 -.VR - lour access and ventilation (Sec. 2516). 13 ombustion air for fuel burning appliances - L.P.G. requirements. equirements on duplexes. 1Y. 4nergy design. 1V.—,'Flashing at all exterior openings. 1 responsible area requirements. COUNTY OF BUTTE DEPARTMENT:OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE:. 916-538-7541 DATE 11/2/90 RE: BP #3389-90 A.P. # 11-34-14 With reference to the above subject: L/ Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder -Verification Form List of Codes Enforced OTHER Agricultural Statement of Acknowledgement // We need the following information: X/ Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. ' Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs. in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing X Recorded copy of agricultural acknowledgement statement. Should you have any questions concerning the above, please contact Tom, after 3 p.m. of this office. JFG/aj Yours very truly, William Cheff Director of Public Works ;J'F. Glander Chief Building Inspector. 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) � J Bldg. Permit # y f r �' G OWNER /-Ak/ Cp,061 A.P. # GENERAL ming requirements: (sideyards aluation. Plans signed by .designer. Energy Design and Compliance. Items on data sheet. . and number of permitted living units). PLOT PLAN plete parcel size and dimensions. 2' Setbacks, sideyards, easements, etc. age . Flood hazard. T--_ ti'ATT FLOOR PLAN` Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). 3 equ red -r ows fpr SPrnn -{�e�- g�►) .,lqs e4wr OGO^r 34 4. m. Aman impact glass (Sec. 5406). f3/,�equired room sizes, ceiling heights (Sec. 1207). ,7/�CIs in baths, garage, and exterior outlets (Article 210-8). 81 Light fixtures, switches, receptacles ".and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. b , • . 1 /�0" exterior exit door (Sec. 3304(e)). .replace and wood stove location, alcoves, and clearance. Y3! Smoke detectors (Sec.. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details comp ete enoug to construct building. k ---Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR 5/89' RESIDENTIAL PLAN -CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) oper roof pitch for roof cover ng (Chapter 32). E.Roof covering type - (fire zard). ties or bearing ridge beam. Gafter ge door or porch header sizes. Adequate bracing. 18. hiare m 1&'.—Attic access and ventilation (Sec. 3205). oor ac Combustion air for fuel burning appliances. o I,f�� �IQ 1-5„ ran,ii a nts nn ri,inl oma. � r U" S D �!A 1 gn. 1 el house requiring lateral design. 1 lashing at all exterior openings. Li�,� rIVr- r �6 (4/0 &12j,)0( Sr,,,,) VCi � All that real property: situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF............ Date: PROPERTY OWNERS: au�x , Don Hinton Anne Russell State of Calif ) On this the 18th day of April , 19_1, before me, the ) SS. undersigned Notary Public, personally appeared County of Butte ) Personally known to me. 1x Proved to me on the basis OFFICIAL NOTARY SEAL of satisfactory evidence. MARS ANN ROSS Notary FUbuc — California to be the person(s) whose name (s) are BUTTE COUNTY subscribed to the within instrument and acknowledged thatthey My Comm. Expires MAR 31,1992 executed the same for the purposes therein contained. IN WITNE S WHEREOF, I hereunto set my hand and official seal. Present A. P. No. Notary Public 9 1 - 15268 C,� ,�tnetirn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT • FOR RESIDENTIAL'DEVELOPMENT Section. 26-8.1 of the Butte County Code _ requires this acknowledgement be recorded - - - - - T—'- prior to issuance of a building permit. 9 1-0 15268 Rec Fee 7.00 Check 7.00 The property described herein is adjacent I'' to land or included within an area zoned Recorded for agricultural purposes, and residents ' Official' Records of this property may be subject to incon- County of veniences or discomfort arising from the Butte use of agricultural chemicals, including, Candace J. Grubbs but not limited to herbicides, pesticides, Recorder XX 2 and fertilizers; and from the pursuit 8:59am 19 -Apr -91 _ 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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property: situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF............ Date: PROPERTY OWNERS: au�x , Don Hinton Anne Russell State of Calif ) On this the 18th day of April , 19_1, before me, the ) SS. undersigned Notary Public, personally appeared County of Butte ) Personally known to me. 1x Proved to me on the basis OFFICIAL NOTARY SEAL of satisfactory evidence. MARS ANN ROSS Notary FUbuc — California to be the person(s) whose name (s) are BUTTE COUNTY subscribed to the within instrument and acknowledged thatthey My Comm. Expires MAR 31,1992 executed the same for the purposes therein contained. IN WITNE S WHEREOF, I hereunto set my hand and official seal. Present A. P. No. Notary Public / � .�?.tom � •w 1.� 52.68 �i\�'�+i;i�•' ORDER NO. DU -111065 LP 'r7• 1 DESCRIPTION >� ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• BEING A PORTION OF LOT 37 OF SECTION 4, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., AND .BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 37, SAID POINT BEING AS SHOWN AND DESCRIBED ON THAT CERTAIN RECORD OF SLRVEY MAP RECORDED IN THE OFFICE OF THE RECORDER OF BUTTE COUNTY, CALIFORNIA, ON JUNE 12, 1980, IN BOOK 74 OF MAPS, AT PAGE 91; THENCE FOLLOWING ALONG THE WESTERLY BOUNDARY LINE OF SAID LOT 37, NORTH 0 DEG. 10' 11" WEST FOR 865.11 FEET TO A POINT ON A LINE LOCATED 200.00 FEET SOUTHERLY OF AND PARALLEL TO THE CENTERLINE OF THE MOST SOUTHERLY PACIFIC GAS & ELECTRIC COMPANY PENSTOCK AND BEING THE NORTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO MELVILLE MINING CO., LTD., RECORDED OCTOBER 21, 1931, IN BOOK 74 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 465; THENCE FOLLOWING ALONG SAID PARALLEL LINE AND THE NORTHERLY BOUNDARY LINE OF SAID MINING CO. PARCEL, - NORTH 78 DEG. 38' 31" EAST FOR 1859.12 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 89 DEG. 49' 49" EAST, AND CONTINUING ALONG SAID MINING COMPANY NORTHERLY BOUNDARY LINE, FOR 579.18 FEET TO A POINT LOCATED IN THE EASTERLY BOUNDARY LINE OF SAID LOT 37 AND BEING ALSO THE NORTHEAST CORNER OF SAID MINING COMPANY PARCEL; THENCE FOLLOWING ALONG SAID EASTERLY BOUNDARY LINE OF LOT 37, SOUTH 0 DEG. 10' 01" EAST FOR 1233.79 FEET TO THE SOUTHEAST CORNER OF SAID LOT 37, SAID POINT BEING AS SHOWN AND DESCRIBED ON SAID RECORD OF SURVEY MAP; THENCE NORTH 89 DEG. 58' 50" WEST FOR 2402.92 FEET TO SAID POINT OF BEGINNING. EXCEPTING THEREFROM ALL MINERAL INTEREST AS RESERVED IN THE DEED FROM PACIFIC GAS AND ELECTRIC COMPANY TO MELVILLE MINING CO. LTD., RECORDED ON OCTOBER 21, 1931, IN BOOK 74, OFFICIAL RECORDS OF BUTTE COUNTY, AT PAGE 465. PARCEL II• A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING WESTERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF LOT 37 OF SECTION 4, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE FOLLOWING ALONG THE WESTERLY BOUNDARY LINE OF SAID LOT 37, NORTH 0 DEG. 10' 11" WEST FOR 1016 FEET TO THE CENTERLINE OF CENTERVILLE ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 0 DEG. 10' 11" EAST ALONG THE WESTERLY BOUNDARY LINE OF LOT 37 FOR 150.7 FEET TO THE NORTHWEST CORNER OF PARCEL 5, AS DESCRIBED IN THAT CERTAIN GIFT DEED TO CHARLES R. KITCHEN, ET AL, RECORDED JANUARY 22, 1976, IN BOOK 2043 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 316; THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY LINE OF SAID LOT 37, SOUTH 0 DEG. 10' 11" EAST FOR 65.00 FEET TO THE END OF SAID DESCRIBED LINE. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT AREA ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT ROAD CENTERLINES. EN® OF DOCUMENT Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT r� FOR RESIDENTIA1 DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to incon— veniences or. discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. Butte County has established agricul— agricultural purposes, and residents prepared to accept such inconvenience All that real property., situate in .the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF............ Date: �! PROPERTY OWNERS: Don Hinton Anne Russell State -of Calif ) On this the 18th'day of ADril , 19_9_1_, before me, the ) SS. undersigned Notary Public, personally appeared County of Butte ) Personally known to me. U Proved to me on the basis OFFICIAL NOTARY SEAL Of satisfactory evidence. MARY ANN ROSS NotaryPublic— California to be the person(s) whose name(s) are BUTTE COUNTY subscribed to the within instrument and acknowledged thatthnm My Comm. Expires MAR 31,1992 executed the same for the purposes therein contained . IN WI`TNE S WHEREOF, I hereunto set my hand and official seal. Present A.P. No. I /-- �/ L�. CCtC - Oic-&v Notary Public iSCRIPTION 90-18918 ORDER N0. BU -111065 LP ;,L THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF 1LIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: BEING A PORTION OF LOT 37 OF SECTION 4, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 37, SAID POINT BEING AS SHOWN AND DESCRIBED ON THAT CERTAIN RECORD OF SLRVEY MAP RECORDED IN THE OFFICE OF THE RECORDER OF BUTTE COUNTY, CALIFORNIA, ON JUNE 12, 1980, IN BOOK 74 OF MAPS, AT PAGE 91; THENCE FOLLOWING ALONG THE WESTERLY BOUNDARY LINE OF SAID LAT 37, NORTH 0 DEG. 10' 1111 WEST FOR 865.11 FEET TO A POINT ON A LINE LOCATED 200.00 FEET SOUTHERLY OF AND PARALLEL TO THE CENTERLINE OF THE MOST SOUTHERLY PACIFIC GAS & ELECTRIC COMPANY PENSTOCK AND BEING THE NORTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO MELVILLE MINING CO., LTD., RECORDED OCTOBER 21, 1931, IN BOOK 74 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 465; THENCE FOLLOWING ALONG SAID PARALLEL LINE AND .THE NORTHERLY BOUNDARY LINE OF SAID MINING CO. PARCEL, NORTH 78 DEG. 38' 31" EAST FOR 1859.12 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 89 DEG. 49' 49" EAST, AND CONTINUING ALONG SAID MINING COMPANY NORTHERLY BOUNDARY LINE, FOR 579.18 FEET TO A POINT LOCATED IN THE EASTERLY BOUNDARY LINE OF SAID LOT 37 AND BEING ALSO THE NORTHEAST CORNER OF SAID MINING COMPANY PARCEL; THENCE FOLLOWING ALONG SAID EASTERLY BOUNDARY 'LINE OF LOT 37, SOUTH 0 DEG. 10' 01" EAST FOR 1233.79 FEET TO THE SOUTHEAST CORNER OF SAID LOT 37, SAID POINT BEING AS SHOWN AND DESCRIBED ON SAID RECORD OF SURVEY MAP; THENCE NORTH 89 DEG. 58' 50" WEST FOR 2402.92 FEET TO SAID POINT OF BEGINNING. EXCEPTING THEREFROM ALL MINERAL INTEREST AS RESERVED IN.THE DEED FROM PACIFIC GAS AND ELECTRIC COMPANY TO MELVILLE MINING CO. LTD., RECORDED ON OCTOBER 21, 1931, IN BOOK 74, OFFICIAL RECORDS OF BUTTE COUNTY, AT PAGE 465. PARCEL II• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING WESTERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF LOT 37 OF SECTION 4, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE FOLLOWING ALONG THE WESTERLY BOUNDARY LINE OF SAID LOT 37, NORTH 0 DEG. 10' 11" WEST FOR 1016 FEET TO THE CENTERLINE OF CENTERVILLE ROAD, SAID POINT BEING -THE TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 0 DEG. 10' 11" EAST ALONG THE WESTERLY BOUNDARY LINE OF LAT 37 FOR 150.7 FEET TO THE NORTHWEST CORNER OF PARCEL 5, AS DESCRIBED IN THAT CERTAIN GIFT DEED TO CHARLES R. KITCHEN, ET AL, RECORDED JANUARY 22, 1976, IN BOOK 2043 OF THE OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA, AT PAGE 316; THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY LINE OF SAID LOT 37, SOUTH 0 DEG. 10' 11" EAST FOR 65.00 FEET TO THE END OF SAID DESCRIBED LINE. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT AREA ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT ROAD CENTERLINES. fl DATE / 9 FROM: Name: Address: WD, Attn: Phone: Fax: TO: Butte County Building Division 7 County Center Drive Oroville, CA 95965 Phone (916) 538-7541 Fax (916) 538-2140 SUBJ: Request for Building Permit Information Request you research the building permit records for the following parcel: A.P. # ADDRESS OWNER'S NAME Please research any building permits applied for, issued and finaled on this property. I understand a research fee of $23.00 (minimum) is required by the Building Division. Research and report time in excess- of 30 minutes will be billed at $46.00/hour in 30 minute intervals. (Butte County Ordinance #3075, effective 7/12/93, requires payment of this fee.) Please ❑ Mail ❑ Fax report to me at address/Fax # above. y�A' - ov-t-1- CC—/'C1s-- • U " Atch: Check for $23.00% � (Payable to Butte County Treasurer)V ignatu Requester BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT i Agricultural building is defined as follows: Agricultural building is a structure designed and cFfnstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shani not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. o' l _ ` / 0_Q / ZONING _ q OWNER i vrnaS �- PHONE NO��� OWNER'S ADDRESS 3 %()gsC e LOCATION OF BUILDING 13-5-20 OA '?'s-9aa� USE O�Telirl-L G // /� Uhf /�U/ u ��� ti� Q/11/J �?�!/l? 4? �° SIZE OF STRUCTUR ' ��� X _ J'riiriv SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL -�— CONCRETE OTHER (Specify) TYPE OF SIDINGROOF )p COVERING S f FLOOR TYPE u�c ESTIMATED COSTO CONSTRUCTION -7,000 $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County. Ordinances as follows-- PI "''"'� 2 ��'""�-� 145'0 n - FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comp) ith the requirement fect at that time and before occupancy. Date Signature of Owner Permit Fee - $60.00 Receipt No. a 51 ;Lq l The above described AG Building is exempt tF6m a building permit. I F FLOO I PARC P.D. ROOF G J.Z71 Manager Building Divi By Date ` 9� White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant -,CJF1,'VTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4�- 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET i OWNER:� � 4 ASSESSOR PARCEL NUMBER: 6,11 ' 3 5� y Proposed Building Use: Aradg- Building Inspector: f3_ Date: At time of permit appfi 'on, I was ad - ed the following datamust babe submitted prior to permit processing -and/or issuances OKI. Date Received By L 1. All items have been submitted. ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------- iL--------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------; ---------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------ ----- ❑ 6. Energy Design Compliance and supporting documentation. O7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- 09. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ .' 1110. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact 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. ❑ 15. 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. ----------------------- ❑ 1.9: Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020s Pre -inspection for required Request to Building Inspector on "021. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------- Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural -Acknowledgment Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------------------------------------------ ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- (Date) E130. Other::. ------- When ou issue the permit, process as follows ❑ Mail to owner, ❑M/ ail to contractor. elephone J 3 �L and hold for pickup at C!I/ (r C7 �.o�ce. ❑ De iv -wi ' eetor. Appli 5nt Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, o Other: Date: - By: 1. Index permit application for the above items numbered: ❑ Plan Check -List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in o Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TABLE OF CONTENTS TOC l Project Title.......... NEW HOUSE - Date........ 02/26/99 ******* Project Address........ 13570 Centerville Road Chico *v4.50*� Documentation Author... ENERGY 1 ******* Building Permit # Energy 1 LS 7-" S' 16478 Beach Blvd, #324 Plan Check / Date Westminster, CA 92683 714-841-8060 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -TOC User#-MP1742 User -Energy 1 Run -NEW HOUSE TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 9 IP no Ou 00 y Jw OOT ?TE4STKOO 10 UEA`i° ........s3.s0 a2uolH waw ......... SIJ!". jDst07q � mxs4 �rrr.la LiuB ! * :;** ► * L YOA,i%R ... iodi rA naXjz3asrrusoQ ES(3&(? AD ,-.TgJ-uitigjJ agW i 94SU \}r:r9f�O bl9i'I i U00$ --I fs-AS1 ..... . . .... Ji70S yd rbai bl-isla Z0e.i -Y01 0a . :�v �2AgORDIM ...... bof J9M 9onslIgcrOO DOT-msz20:q Si?2LlSTO-dJW 20eQWTd-3Ii'q OC.,�V �MgOgDIM 42uoH Wall-n:su i yplsna-:sau S,�Vjgm-#:is?u 2TYYE' MOD '10 uJUAT spsq �ogss� T .................qj-,jo MfTOg r ................ RS -'II.1 MqO'I .................AS -0 Mqo F ...............OTri 1. - 2 :WM CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... NEW HOUSE Date........ 02/26/99 * ** Pro3ect Address........ 13570 Centerville Road ** ** Chico *v4.50* Documentation Author... ENERGY 1 ******* Building Permit # Energy 1 16478 Beach Blvd, #324 Plan Check / Date Westminster, CA 92683 714-841-8060 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1742 User -Energy 1 Run -NEW HOUSE GENERAL INFORMATION Conditioned Floor Area..... 2252 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 15 % of floor area Average Glazing U -value.... 0.56 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-30 R-0 R-30 0.035 Door n/a R-0 R-n/a R-0 0.330 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 66.0 0.540 2 Dividers None None Vinyl Window Front (SE) 10.0 0.540 2 Dividers None None Vinyl Window Left (S) 42.0 0.540 2 Dividers None None Vinyl Window Left (SW) 10.0 0.540 2 Dividers None None Vinyl Window Back (W) 84.0 0.540 2 Dividers None None Vinyl Window Right (N) 38.0 0.540 2 Dividers None None Vinyl Skylight Front (E) 28.0 0.770 1 None None None Metal Window Front (E) 36.0 0.540 2 Dividers None None Vinyl Window Left (S) 12.0 0.540 2 Dividers None None Vinyl Window Right (N) 12.0 0.540 2 Dividers None None Vinyl qI-n0 sps`i ,IAITV;21QI23ROTAAI,Iq�,OD .10 HTR0T.9ITA30 PP\aS\S0 ........ejBG SaUOH WaX ..........sl:tiT jz)- Eo7q jim�9q criibl cuS f ojsQ \ ho9ti'i ��F I *U2. Dv* ookfiD l Y@SIalAW7 ...aorltuA S yp � sn;3 aSE! ,bvia dDs9E 87:�8I £83""e AD islanim eeW 0a08-Ips-4,IV n0ijsjngmuDoa -- IS ...........gn0a gJBI11110 ^rYI ,gmoo7ionS yd ab7r.bns7E 2921 7ol 02.liv ......bohJgM 5onsilgmo0 MA07-ms7pozq SC21tST0-dJW SHMI-girl ' 02.,hv I2Etg0q,,)Im aaUGH S� T-r,DA I yp -ort.a--,oaU S�� S4�'�:- #�*s2U KOI TAMROaM l ,1 AS EZ30 la 222S .....s97A .00la bsrrcilibno0 bsriojsR ytimr;3 slpniE ..............sgyT pinibliug w9m ......... 4gyT noijouujan07 (a) Peb Oe pnioal laoii jnoali pnibliuE I aiinu pr�iIIgw(I 30 aodmu% S ..........a9llOJ2 '10 7odmijM 'XCol'i b9ais9 ....sgyT 7ool'3 sexs xool3 to �f al .........epsjng07sq pntSslO '3-IZ-7d\l1J8 a2.0 ....9u_fsv-U pn.csrl0 99BIevA VLOI'IAJU211s,I .I.1.:4Ha DMIadlUS ylcimgeaA luani pnirlJz9A2 yjivn0 sazaa JagnaqIfloo a rtsmMo'0\ros.j50Oj eutsN7-t} st;lsv-A 9ulsv-R 9vlsv-A sgyT egyT aa0.0 8.vI-Si 0-Iq 8. 71-31 booW tlsw aCcl.0 OE -9 0-31 OC --Hi boos' loofi OE£ . 0 0-A s\n-A 0-31 s\rr xooU vE0.0 eI-S 0-71 eI-A bcoW 700.1'3 YIOI TAATEZV3'i -719vo a0119jr:I to pnir;tti"1'3 \pnsrt zoi.ls Zi \pnibsri2 -nsq -U s9xA 9qyT an.i`3 pfllbwi2 rloijgiioaQQ 23 sufBV (1Z) noijsjn9il0 tyrliv e.-.014 9noz az9bi v.ta S 012.0 0 . as (a) jno lu wobrciw tyal'v onoz vrOVA azebivlcl S 0 0. 01 (.i2) Is0-13 wobarI iyniv 9aOK snots axsbivia S 042.0 0.s.� (a) jiga WobnitJ lyni v snox sno�1 aisbivia S 0.01 (Wa) 119w wobniW iytfiv srroY, 9nOZ as9b,ivia S N -a.0 0.1.8 (W) x0se Wabnil7 tyniv 9nom gno%l 2i9biviE S OA2.0 0. R (T/I) jrip .iR vJObfi.tW {sjem snoK snow sao, I OVv.O 0.31 (a) jrAO17 JhcilyAa lyni:v snoU snOV ?.Igblvia S 0 2.0 O.aE (a) jnozq WObniW lyniv sn0•i E)FI09 augbiviQ S 01+2.0 O.SS (a) jled wobn.iw lynib' oaoi4 onoT: alebtv-Q S O�z.O O.Si (K) jrtpi.A wobnfW CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... NEW HOUSE Date........ 02/26/99 MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1742 User -Energy 1 Run -NEW HOUSE Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 0.62 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorVert Yes 64 1.0 Tile Walls InteriorVert Yes 50 1.0 Tile Walls InteriorHorz Yes 61 1.0 Tile Floor InteriorHorz Yes 45 1.0 Tile Floor HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback ACSplit 11.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard 1 0.62 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 Al --T) S opsq dAITYf3UIEZA :3DHAX,ISMOD 'SIO 3'i'AOIIITUD ........ 3 -,UGH wz% ..........gijiT jo3Loaq iiqo'-:?IGlpolq SQ811LSI D .i�rir 0VQ(flTY1 giti V4.�j: s�Et�7lIJ7Jla1 L32UGH W3Yi-nisi 1 ypj9na-jgaU SACiGiI- gzU 22FM a rYl5g3HT aasnlaiAT EgiA wnsrrrno0\noisoo,I (ni } (�a } f�saog3 9gyT allz i 3aiiT 0.1 Na 29Y J'lgvlo.ilgjnl T alts si+"^ 0.1 0Z S9Y 3Z9V2pC'Y5?cII aoolR elIT 0.1 10 asY s-to.K7ai � �nl aoolq 911T 0.1 aQ asY ,sxoHzoiael:I 2M3T2Y2 OAVH zfs:taom-,.9flT torrQ -IouQ mcJminiM ggyT ,:fuIsv_q nozlsood yonsio laa ogy'T Jnsmgiup3 ISn'T93x3 nolJr,IuP.nI 9U.�.Ei4'-A of JJA SU3A 008.0 �IozdI92 S. . A -q nI JIA 8332 00.11 2M'�dT2Y2 )KlTAJH 3IR'TA74 ssi2 yp�Qn3 nl - (IBp} 107os'3 M93aY2 sgYT no.:Judl—llaia sgyT as.iseH 0� a3 sa.O [ �;7rhr!s�2 2sv 2ARAMaR\aaAUTA31 jA%O3g2 935n7U7 JilgaDA sgyT AnsT spsxo�2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... NEW HOUSE Date........ 02/26/99 MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1742 User -Energy 1 Run -NEW HOUSE 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.... Tom Rider Company. Address. 1137 S Ambridge Anaheim, CA. 92806 Phone... 714-635-9211 License. Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ENERGY 1 Company. Energy 1 Address. 16478 Beach Blvd, #324 Westminster, CA 92683 Phone... 714-841-8060 u 9psq SAITKaue KR : HOYIAIj9.MOO 7,U ETAOT II`IRT) Qt'\3S\=0 ........9fsG aaUGH aA ..........91;iT 1o9Eozq qI-"IO Mgoq-wslpoxq Re8T CSTO-df1W 80C QWM-o.I.i'3 Oc . tiv .42AgOS DjM 132UGH W2iVf-nug I ypxsn S-j9a_U &t,7jgM-4 r9aU TZSM3TA`i'8 :3DMI4 gMOO 9onsm.ol7sq bns ae-duleia, p tbilijd srfJ ?:tail'. 9onz—:-Ignjoo 3o sJsola s7so aiAlT edit Io a .bns I alzsq , A3-91JIT til.iw ylgmoo of b9b99n anoilBoilioega o:t noilslupgl edl bns , aaoilslupsR 3o abo0 sinlolils0 e.Jiw lzublvibni edil yd uenpi2 n99d asd 90snililYeo aiAT .merfl ln9melgmi ui 9ansi;gmoo 30 9ts3i?it790 aldil rsrfW .yjilidi2nogagl np129b I1519vo ,anoilsJnsiuc 9Igilium nl li_iud yd of nslq pnib.fiud elpnia 5 zol- be.tTimdu2 \a9u.uJ.s9'3 Ssiosg2 yrf3 ri belBoibni ai be.%jsv al lsrfl 97ulsa pnibwi2 yrs .noi?os2 a�{zsm9;T AJHTUA KOITATVI.am nOQ aamwo zo R,3' oia Q t -VORMI I .... 9mbVT 7,9b r R ntoT .... 9msv4 °gyp i9rtH yrrsgmo:i . ynscaj3;o:) .NSE" ,bvlH dos9H 8T�al aegibbr` 9pbizdm8 2 C8_u .aaslbbA 83aSa AO ,agJanivilagW a08SQ .AO ,m.ierisnA OaO 8--1p8-kIC ;...snoriq .enariq 1 t _ 98lI3OIL a ..bart pi2 .bGnpi2 YO%20A TMIMAOZYH _ . .... 9,-,IBK ...9IliT _._ .. yonspA ... enorf`3 . .benpic MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title......... Project Address....... Documentation Author.. Climate Zone.......... Compliance Method..... . NEW HOUSE 13570 Centerville Road ******* Chico *v4.50* ENERGY 1 ******* Energy 1 16478 Beach Blvd, #324 Westminster, CA 92683 714-841-8060 11 Date........ 02/26/99 Building Permit # Plan Check / Date Field Check/ Date . MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1742 User -Energy 1 Run -NEW HOUSE 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. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *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 0.3%, 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 only. 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. U W4 H O 'r rV bg m n x n r1 F -t CL7 0) (7) IM tv trJ O Ar 04 C) Y G tS r+ L.-• t, I t4 x o O 0 Q) to >" cc. D >r .� n ti O 64 (I w 0 r+ ti c1 04 ry tC �5 w 0 v 10 O O N tj Ceti •q N ri • i 0) t, t� 0 m m n? 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Qr r+ co Cl) rn ;: t, 0 C m N 0) --t O ..; ,•., ••-1 f� rti t~ ,i� tit � •ti Ci O tQ mrWnCt=ri rC +� O t 0 `C7 T, - O N 3 O r" O CO rH O 'C] Ob't7Ov C: Ort-+mG CO -i •t, rV r3' L7 Q, 0) '-i L4 v 0 0)n.0criCHto N n n m o r '0M Nn N� C •ti a•• omc a cam+, n -LjG H 4) m -, 0400to4 ti n Q) O N 0 t� N n3 ZJ' tC +1 +) rt:wnC ;) t5r •r -i ••1 w •ti C) t, O rlr i •t; (A m ,)'0 r) 0) •�.. �, Lh y7 fi ti C) 0--4 v +) O 0-A O O (QNO-1RoO C O --1 N N t� CQ - t ti ,t . 0- O 0) O t; CJ t.y t W, O t7 Ln 0) •y `O •.•L N co a) 0 $ n ►� 04 r'L 44 •C L .•% t14 o C o t4 -1 0- a :) n r ri ?I "q LQ x O -A (1) LR +-r -1 tt% C .[� tjZ yam'• 1') 3Nu1)EO t, s; 0cJ03>4 N tQ 0) •G (4 4) a) C .0 G) N N 4C -k -x tz 1 c) ru M; ru ry rtl ru ru ru 1 m oc>o---o L at, 4'00 Nro 0! t4 C C) a Go N0 N LQ 10 O o LO t; • 4 ri tQ O O .0 1 to ! r, to 410! t4 iJ C) t); I (I w 0 r+ ti c1 04 ry tC �5 w 0 v 10 O O N tj Ceti •q N ri • i 0) t, t� 0 m m n? 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O 0) 't7 t7 N (Cl .64 +) O 3 i'' O (4 N ri W in " •t -t to O Ci N 41 ri ri i^ CH 0 w `-i N +s m 0 C N +) C2a O O tq C C rt r't n) O N -4 n r1 O rH ri "1 •, ,L) t» ..a r- I �-t +, • -1 rt, to r a) t, O b +� t4 tC t4 t>-4 t4 =-1 ac) 4>4Q 0tirLA3OIA +,"tr4 1 0 0t; •y +, Y 0) V. 3 +-1--4 CO C -64 ..•1 t� ••1 •ti • 4 ry >~ O O 0) sa ri 0 rt o ci n ;t r -h .o C -A 4 O t, r+ r M, O Ca' O to C 0 ry 1-) O .y -4 4 0) 44 [ �'14 O .y ¢l +) Di t� N r (ri -4 G 14 N 1) t) 0.-1 O .G t -r of •-4 " • 1 ri to • 1 O "i N I iJ L-; C t; t; C i O j m 1-4 +i t4 t, O N C •-+ !; oto > C 4 t4 rr+ ,v tQ ri a n cQ to � 1 N CQ to UK 04 • -1 rJ M o •i t V-" L� >4 r tQ O rr : N r_ r O C 11 N ri ro N t) ct•i y O t r•L 1-1 ? .0 r•1 C: m •. 1 .Q A4 H =1 •w CO r++ 11 N to 0 tt C O +) m •-1 -4.4 N r .O Liz -4 to rti 0 •� 1-1 m •1, r..1 1-4 m .^, -i Q r• tQ N ti C) tQ - m 0 r: O 1 to U, t� O ti 0 --I E H ••-i t7) O tQ t, 4) p+ r1 c r 0 V ri •ti 0 Q N O C m • -14 +1 t4 C) y1 <: co 0 .0 0 a) W G -rs •r•+ -• O r+ tQ .0 O -c ;C •h r tI W "q N C tfi ri C h ar; - L, N 'u ri ri 0 (Q ra 0 0 ...i ri • i) n (Q r� CS t4 N t4 t; 0) t; w 4 C N O 0) Q •-r +1 Ori O C O m 'C * t4 t, r+ N a; y r r • •Li rim 0i O .;, c, r +, t4 ra is C t', r. CJ ri L^r 0) r" ter �i ti tQ n s• �-t O ••i O N >~ ti tJr r4 to : O A LQ .Q •14 C) 0 .Q - 1 •••1 O O ,f2 0} O t, 10 C", G 1]t m W t4 rrs ,LZ •• t, t4 cly ri ar 10 C to n cJ o (4 o (r) -4 ri tQ (4 fz 0 r-4 C4 tC N •- N E O 0 LQ t; t; .-I -1 -9: C �^ ! ; a) it -1 .t t 4 ., O 1; o' i .0 fr -4 .: y h C -t-i tQ C tJr > O -h t 1 ti » O C ti L -t rH T-- J' -h • -t ••-1 .L) >t .64 L -i cit to h O C 0 O Y C w >~ +) a 3 .' d) 0 Q) ' , 0) N rZ+ • i C) Ov C 0 m N 0 r1 •4cu ' 1 r I f+f 0 } 0 i i I MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... NEW HOUSE Date........ 02/26/99 MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1742 User -Energy 1 Run -NEW HOUSE SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. 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 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 78% 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 Design- Enforce- er ment 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. �iI-'d!� C spsq JAIT92Q laag : T2TSAU2HO 5,aRuo"A M YAOTAQWAM Cg\aS\SU ........32L'OH WSW ..........sljiT losto- ,q Si!' -'IM MAO3-Ms7po-sa &e2I.MT -(ijFJ 80� MYL-sl i?, 02 . t -v n2AgO5#JIM SEUGH wain--ruS? I yelgag- gau SP-719;-#7sat3 ` c RUEAam tiMYa DMI3MUjq GZA aKITAaH RaTAW , afTvlOITIGOOD a'JAga --9o'_Coln? -npi 29Q ajeoubl ban ab.sedagwoda , al9ls9A 19JSW Jfl9mglup9 DAVH : EI-Oli .Oa0 s[it yd iJEaMji9J _ . amglay.a gvilhed 9.(dsoilggB Il.s no isjaom-9fil Xobdj92 : (.c )Oal tioi,filuani >InzT bras sgiq : (L) 021 lo aYnnj 9QBloj2 b9lilnu , .p.9) =>Irrsi usjBw jod fo9;ibni . I Si -A) 1934nsld noiJsltjani sysri (a-s(nsj zstsw jod -�sioa gwIosd dl -r) noijsluarri xoia9,x9\1O!a9jn.i benidmoo uo (7ojs9ap io ( 19.1;97p �O -no:r ,Ynsj -isjserf -:else., of insaolo 2sgiq --o j392 Z ja-ji'3 .S . (Issss-rg to t, -R) bgjsluani 'am9taya pnijslu011091 pni jsluox i o37 rri bsl s.tuani 'pnigirx b920gx9 7io be- I jud IIA . F .m3jaya le -)SW jod to anoilosa .bsjsl.irani zss7ksb 22 wolsd pnigiq mgJaya pr,iloo0 joeiibni ban soxLoa enijr9d asgwjsd bgls.ivari pnigi.q .a +��+C. i[ns(j��++ 19JEW(7 toff Cirri.B'7. bnz ajo.uQ aMU djiw ylgnmoo of b9isea brs bellBlani ,bsjouilanoo ajoua .1 muminim s of b9jsivan! zjDub ;: 001 bns SOOt Enolioea nllfi ie; yl9xtjn9 b9aolo.^.s ajoub io S.A-q to eul.sv boilslan! .90 sga bgnoijibnoo .alggmsb oijsimolu5 '--O jls7bNobd 3vsd am9jaya nBI jaufidxa .S evsd 99Fsgp. b9noi7ibnoo pnivioa amejay,� pnijnli.fn3v yj tvsuO . E �t! IAunFm ,sldizasoas ylibasaa oljsmojus x9!ij.is . a tsgmab bsjBiggo ±n6fngiupa- baa a(A9jayG p(ri:tzglf zq2 bn& Iooq ::.I1 12o -no ,yonglD.illa lziuieIJ z�87 djiw b9.M:f7v)o al nigiay2 .1 of :jo:ile on pni lsxsgo foo-igzsrijssw iajiwa .jr,pil joliq on bns pn3jFsri 9onztaia9-I :d.iiw b9llsjani ms:faya .2 aol a9jse:4 bas igill.tJ nsswjsd sq.L-q asrloni aC Jassl j?i . s . -4 596 =sloa 3iuiril . sqa -ioobjrJo -io alooa soobjuo iol aevoo d noijsliloIlD s ban ajslni lsnolios7ib '?Fri ms teya laoq F. ,riotiwa sm-L gmuq -io zsjserf sqa islagrf looq eobn7u3 lszjnso b9-til-aeD : Ztt pr,.rnxud yl avoual noo on evari 9orsilggs priA000 blodsauori soy zilggs pai;[000 :noijgsox3) Jdeil joliq �. . (. sri\uJg 021 > julfq djily jn91r( 19 UgU2Aati OYIITHDI.I ni pni.jripil lk;-.:9n9p lol 19jSelp 10 jjsw\2n9mul 01, : (:4)oZl pni.I L90 beez9o32 bas ; a1gao [o iolzui dJiw amoo7 ans ansrioji>t .bsvo'xggs (xevoo roitsS.uani) DI as,�ujxii COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... NEW HOUSE Date........ 02/26/99 ******* Project Address........ 13570 Centerville Road — Chico *v4.50* Documentation Author... ENERGY 1 ******* Building Permit # Energy 1 16478 Beach Blvd, #324 Plan Check / Date Westminster, CA 92683 714-841-8060 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM C -2R User#-MP1742 User -Energy 1 Run -NEW HOUSE MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.77 11.82 1.95 Space Cooling.......... 12.71 14.76 -2.05 Water Heating.......... 11.07 9.35 1.72 Total 37.55 35.93 1.62 *** 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..... 2252 sf Single Family Detached New Front Facing 90 deg (E) 1 2 ReducedYear Raised Floor 1 18016 cf 1479 sf 1479 sf 0 sf 15 % of floor area 0.56 Btu/hr-sf-F 8 ft RS- d hC)s�? YS A-MMUa QOHTaM ffaTUgMoo QQ\aS\S0 ........32UGH WaW ..........91JIT :tos[ozq bso5i sllivi9Jn94 OTeEl ........ zGa7jbbA ios 0-rq ooi.ri� r, 4.cm79q enibiiufi ! * k**** r YaRrixa ... pari uA .noi s n9snuooQ S yn;sna s 5 C \ ,�{^rdO r�.Eq ri3ss8 8r.N3i ESa&Q AD , i9Jarrimj a9W :�.3sQ \�d7sri0 b,Es.E'3 ! Oaa8-t�8--qtr t1 ...........9r<oi. 9: Smf lO .onl gmooiena yd abasbnbia aPej 70l OZ.,v lh2Agog0IN ......borJ9i,7 e^nsiilgmoO S-0 MR07-msxp073 SQ-3M:Ta-ri_W SOOeI:' i-9.Ci 02.Av �,UqO sOIi a2UGH WaVi-nua . t rp-,gnz--'I9eu St 7jgM-#.79eU YRt,MIMU2 .�.2U �?AgOADIV, eor:railgmoO bs4ogolq blsbas12 nit? xsM, npiasCZ np. t --sa eau ypx9ns 2P.1 SB.TI VT. El ..... I....pnilzeH eosg2 a0.S-• ar.:�l Iv.Ss ..........prciiooO sosg8 ro.lt ..........pnr'f©x 794SW Sa.l EQ.c?E 2a.C£ .rs-JoT X * s:)nsm-rolaeq a9Jugmo^ dliw asilgmoo pnibliva *** X01TAINt iMi JARS ;a0 }a S2SS .....sg-IR .rool'R b9noilibnoO beriusjtpQ yltmzl 912nia ..............sgyT paibliufii Shoff ......... 9qyT noilcau.fanoD (,i) peb OF pn.cos' ao7a . noilsinei lO dno'f pnibiluQ I ... allau pnillsw(l 30 19dmuil S . a9i joJ2, prribl t ua 3.0 :9dmuti 7ssYb3aubs? ..........9gy'T sJFQ iellzsW .room boaiwi .... ggyT not tou-Y:i arro4 roo L I ... asr,,oS paibliirH lo asdmuVf to a 1081 ....... 9re.ulov bqnoi j ihno0 3 a QC:P1 ............. sn ,Fl lfli lgloo�q Ta art,.t .......... s9-aA 700.3.E brluozO la 0 ......... s9:.R 9bs7O-r1O-dsl8 s97is 'roc►I} 10 e 21 ... .. ... .9grj.^.90'j.qq pn.f sisl a-aE-7d\UJff aa.0 . ..9L;!5v-U pnisBIO spsU9vA -1i 8 .....Jrfpi9H pnili9O spsz9vn COMPUTER METHOD SUMMARY Page 7 C -2R Project ,Title.......... NEW HOUSE Date........ 02/26/99 MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM C -2R User#-MP1742 User -Energy 1 Run -NEW HOUSE BUILDING ZONE INFORMATION FENESTRATION SURFACES Floor # of # of Vent Vent Special SC SC Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) Glass (cf) Units itioned Type (ft) (sf) HOUSE Type value Azm Tlt Only Shade Description HOUSE Residence 2252 18016 1.00 Yes Setback 8.0 n/a 1 Window 66.0 OPAQUE SURFACES Vinyl Slider 0.540 90 Area U- Insul Act 2 Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE Window 42.0 2 Vinyl Slider 0.540 180 90 1 Wall 456 0.065 17.8 90 90 Yes W.19.2X6.16 0.540 2 Wall 26 0.065 17.8 135 90 Yes W.19.2X6.16 Vinyl 3 Wall 255 0.065 17.8 180 90 Yes W.19.2X6.16 38.0 4 Wall 26 0.065 17.8 225 90 Yes W.19.2X6.16 7 5 Wall 456 0.065 17.8 270 90 Yes W.19.2X6.16 0.90 6 Wall 289 0.065 17.8 0 90 Yes W.19.2X6.16 90 7 Roof 706 0.035 30 n/a 0 Yes R.30.2X12.16 0.540 8 Door 42 0.330 0 90 90 Yes None Vinyl 9 Floor 1479 0.037 19 n/a 0 Yes FC.19.2X8.16 10 Wall 328 0.065 17.8 90 90 Yes W.19.2X6.16 11 Wall 272 0.065 17.8 180 90 Yes W.19.2X6.16 12 Wall 180 0.065 17.8 270 90 Yes W.19.2X6.16 13 Wall 272 0.065 17.8 0 90 Yes W.19.2X6.16 14 Roof 773 0.035 30 h/a 0 Yes R.30.2X12.16 FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 66.0 2 Vinyl Slider 0.540 90 90 0.88 0.65 Dividers 2 Window 10.0 2 Vinyl Slider 0.540 135 90 0.88 0.65 Dividers 3 Window 42.0 2 Vinyl Slider 0.540 180 90 0.88 0.65 Dividers 4 Window 10.0 2 Vinyl Slider 0.540 225 90 0.88 0.65 Dividers 5 Window 84.0 2 Vinyl Slider 0.540 270 90 0.88 0.65 Dividers 6 Window 38.0 2 Vinyl Slider 0.540 0 90 0.88 0.65 Dividers 7 Skylight 28.0 1 Metal Fixed 0.770 90 23 0.75 0.90 None 8 Window 36.0 2 Vinyl Slider 0.540 90 90 0.88 0.65 Dividers 9 Window 12.0 2 Vinyl Slider 0.540 180 90 0.88 0.65 Dividers 10 Window 12.0 2 Vinyl Slider 0.540 0 90 0.88 0.65 Dividers TO 1.1Tji90It TS"0 s ATUAT 2TT99L 0'240 0 a0 0'88 0'n2 DTA?gcz2 a i•lrugom 3S 0 S P1TliA; 2TTg6z O' 2420 ISO 80 0' 68 0-P2 DTATgOz' 8 msijgor, 3e' 0 S t,TUXT 2TTgGL 0' 2 JO a0 a0 0-28 O' E2 DTATgs.L2 A 2KATTaijf so -0 I WE�PgI F,TXGC O' AAo iso S2 0' 12 0' a0 ;40116 e tt14LTgOiA 38'0 S AIu7hj 2TTgsz 0'210 a aO 0'98 0'Q2 DTA?gGzz 2 -41ugoiA 8d • o S ATIjAl 2TTgGr, 0. 2j0 SAO aO 0.88 O' e2 DgATgE;12 t MTugoM TO'O 5 ATU,% 27?gSz 0'=q0 SS? a0 0'88 0`e2 Dra4gsz2 3 MTU90m 13'0 5 ATuAT 2TTgct 0'210 TSO aO 0.99 O'P2 DTATgGL2 N 1+lYUgom TO'0 S Alu.xj 2TTgc-r. 0'2%.{0T32 Ta'8 a0 0'$$ 0'e2 j}7t,Ti5i2 I P.J ugoM ee * O S ATULT 2TTgGL 0'210 ata a0 C'88 0' e2 D7A,,-qc .2 HOUE .T A' 8 a0 aG 2�6' M' Td' SXP' Te HOPP-E Orr tscc (2;) GE jKbe J, Uc- AsTne ysw JjT f OUV-' 2PSgG D02cr.TbrTcu VL69 gsz:- J,LUWO Ob ,.0 fl- VLr L0r.►n 3 DaG54:Tou\ X3322 iup 2 gq7ud\ 2c 2c I*JJ:szraL LEME215VIICR 2f UhVC9a Iv Hood �S3 0'032 30 �J\s 0 146z 9'30'SxT5'Te 13 1491 S,5 a' oe2 T',' 8 0 60 A6L hi' Ta' SXe' "HI IS 919TT T80 O'Oe2 Ta'8 5`0 a0 ;s2 hl'Ta'SXP'TP 17 MUTT SAS 0' OQ? TA's T8o 30 LOO A1' Ta' SXe' Ie TO tAgTT 358 O'Oe2 I'A'8 a0 ao 262 M'Ta'SXQ'TQ a Eloot Iiaa o'03A Ia u\g 0 Are Lc'1a'SX8'Te . 8 DOcr is 0'330 0 a0 a0 6 Maus A 9001 doe 0 * 032 30 0 :koa H' 30' SXTS' Te e 049TT S8a O'Oe2 TJ'8 0 X30 A62 M* Ta'SXQ'Te 2 big 4?e O' oe2 .Ta' 8 SA0 ao �62 :+t' Ta' SXe' Te I MgT7 SP 0'oe TA'$ 532 aO A62 hi'Ta'SXP'Te 3 h19TT 322 O'Oe2 Ta'8 TSO a0 X62 M'Ta'SXe'1P S it T SP G' 0ea T''$ I3 ani AGa N,' a' SXe' Te I MSTT Q2e O'Oe2 .T A' 8 a0 aG 2�6' M' Td' SXP' Te HOPP-E 8nzl:5cs (z ) AsTrrs -t.gJ �su� ITN- OsTU2 jSGjG .aucs col1J.ut3iT;e yLs« n- Iu2nT Vol C. TsL L0r.►n 3 DaG54:Tou\ obvonE 2nREVC22 gsulgs;res SS2S T80Te T'JO Asa 2e�}•Qcic 8'0 u\g 140fi2E Sous jxbo { 2Z) { cL) fluT �2 T rTOUGG J'.kbo yr.eg AOTrnus DMGTT c0uq- jPGLbJ02 f5�P HsTc3;v4: t.6us: b* s�,; F'JOO:. 0 04� AGUE 2Fj6c5 . - J. RflTPDIVC SONE: IME.niSNV,1I014 C n2e:.t;-WB T,\IS n26.L-EuGLdX T `S17u-AE,A HGnaE_. WIcjsobvc:�� It'll, 20 E T6-V,_14aaO9 hi�P-C-STT Dzo3zsw-'r.0 W c-Sa BLOIGc.P lTICT6.......... REPT W112 uOWBrItLEZ :•!ExlloD ?nW iBA G -S COMPUTER METHOD SUMMARY Page 8 C -2R Project -Title.......... NEW HOUSE Date........ 02/26/99 MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -FORM C -2R User#-MP1742 User -Energy 1 Run -NEW HOUSE THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 InteriorVert 2 InteriorVert 3 InteriorHorz 4 InteriorHorz 64 1.0 24.0 50 1.0 24.0 61 1.0 24.0 45 1.0 24.0 System Type HOUSE Furnace ACSplit Tank Type 1 Storage 0.67 R-0.0 0.67 R-0.0 0.67 R-0.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location Tile Walls Tile Walls Tile Floor Tile Floor Duct Duct R -value Efficiency 0.800 AFUE Attic R-4.2 0.880 11.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Standard 1 0.62 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 8 spzq :AAN'Mlja aOliT3M AuTUgMOJ ee\aS\SC ........CA16Q a2uoH ax .......... slJ:Tzja9to-lq AS -0 Mgoj-ms-spozY 502llST0-dJW 8OQeWM-9M 02.,%v t22Agoq,,,jM MOH VISA -nus: x yp-iqn3`--isati i c 2AM JAMAaHT ZXHAMZR\2aAUTAaq dAI03g2 -J:3ubnoD Js9H XoldT ss•xA aJnommo^\notJ sDoJ sulnv-SI ylivi ps0 (ni) (Ia) ygZ7' azsm 32UGH allAW sliT 0.0 -Si CQ . 0 0 . -IxS C..[ �la l iesvicilglal I allsW slifl, 0.0.-A va.0 O. S 0.1: 02 jiov;.aixsjnl S ioo r7 911T 0.0-31 va . 0 0 . .�S 0.1 ia s sopliallsinl 2 looll 911T 0.0-A Ca . 0 0.t S: 0.1 2� sxoH7oi asfnI j� 2M MY2 DAVH .iot1Q youQ �oxcCi mumirri�i v--+n9ioilla su.Csv-A noijsooa vonGioilia sgyT moJ2y2 S aUGH 028.0 t., -,q oij!A allaA 008.0 sobn-�u, 078.0 S.Ih-5I o1.5jr; ASa2 00.11 Jixg2 A cZM T2Y8 . DI41.TAaH f %m. A,,' 1611-19j)r . )insT -xsdmuVi noi.i.siueal. ss12 vplsnH -Ii 9iufzv-A (IBP) :io'ro5a ms,ayE 9gyT nolludiiJaiQ ggyT tsJs9H sgyT AnzT SI -51 02 Sa.0 ED 9nsZoJ2 I ZXHAMZR\2aAUTAaq dAI03g2 HVAC SIZING Page 9 HVAC Project -Title.......... NEW HOUSE Date........ 02/26/99 et RAA ******* Pro,cess........ 13570 L Centerville Road Chico *v4.50* Documentation Author... ENERGY 1 ******* Building Permit # Energy 1 16478 Beach Blvd, #324 Plan Check / Date Westminster, CA 92683 714-841-8060 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-NW9908 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1742 User -Energy 1 Run -NEW HOUSE GENERAL INFORMATION Floor Area ................. Volume..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2252 sf 18016 cf Front Facing 90 deg (E) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No No .30 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 12349 6300 Glazing Conduction ............... 8125 4535 Glazing Solar .................... n/a 14653 Infiltration ..................... 11393 3744 Internal Gain .................... n/a 2100 Ducts ............................ 3187 3133 Sensible Load .................... Latent Load ...................... 35054 n/a 34465 10339 Minimum Total Load 35054 44804 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. OAVIi (? 9priq Ovlr l2 OAVH ea\ac\so ........9J9a MOH WaM .......... 9I7iT- :`ostoig 'bs;oq 9lliv79Jn90 OVEE r ........ aa97bbA jo's% 0jq onifi0 ., IIWlea t�fi�hillrQ ******:� I MUM ...zoddaffi nai+s7n9;nrfooa } l ypl9na alsa \ A00flD nsl.q I%Mi ,bvlg dn.s9d 87t,31 E83SQ A0 , Igtznlimlagil gJzC VADeff0 blai i I OOo8-x:�8-SIC If ........... 9noa 91Bmi l0 . onI , gmoojgaa yd abjsbna:t2 2QQj jo3 0? . �v �2A 10Sd0Ij-t ...... botl:f9M a:,n.sl lgmo0 OVIST2 OAVH-Us7p0Iq SCa.t.0 ,T0 -dJW 302ewK-9Ii'3 02 . �v gGtlO:i W:3Ui- tt1A I YK?79n8-192U S�Ci4M-1798L1 ZOITATOIAMYI .IARM0 la S?SS 10 aT08I (a) pub OF pnios +t jnoal ATT qx2 OJIHO 2997peb C.QE q! vs q 0C 7 87 q 7E 0 o vi oYi 0£. ...... ........... sg-sA 7oo.f'i .................. I..9muloV .. ... .....ITD ... .. ... . .. . ri0l 7sood pill si 8 ...................e-bu:tilsd ..... npia9(l 9bizju0 Igjn.iW, ...... api a9Q sbi at 194111W ...... n£+2 asa sbi u�trt� 7s;nmuc .......np1..::Q ebianl a9mmuZ ... . . . ....... .. 5pn8q 19mg, tj2 ...... bg?U gnlb.sfIR xol zs:tni ......b9au pnibsff2 7oi79j.xa ...... beau pnibsrf2 pr.:sfilsv0 ....... aoi:tas7'3 bso.I-tag:rrLd YAAMMU2 (LAW DM Id000 GRA DKITASH 1�c.Ag0SUrM M. pniloo0 pnils9H (Cfu.J$) (duja) noliglioa9a OOEo E>AESzI ......IBIo2 bns nol7oubno0 9upsg0 2£2�l asla ...............aoi;oubnoD pnissl0 £c'.dhl s\n ....................7s::o2 gfTlaBID 14C£ EQ£Il ..................... no.ijBI Iiini 001-11 G\fi .............. ..�ilsv 16tI79fiII €Eic ICSTE . ............................ 2cl�I+E �?02£ .....................bsoJ 9ldlan92 Q�£Oi s\s: ......................bsod jr..97sd Q0.37�.A% tt202E bead IstoT mDmin!M n0110919a odl pniJo9lis 61191110 9fi7 10 Ono ylao 94.6 nwoda Pabsol edT :94)0% Wool lib as rloua 210.7ob3 api29b 7rsv9191 7ed:i0 Jagmq!ups OAVH 30 to yJilldslisys ,prifa.ia Iioo ,aq-ju.ls7egri9j fipiaeb zoob7uo ,a:.+n lr:sx.iup9x 2.0 j .b9a9blanoo sd outs 7aum , .o4)9 ,nipasm ylslsa pnisiaievo, 4vgp.lglflp9 QniJ091.9a nodu.7 21010BI ILL aeblefloo OJ YJllidl8noq"a's-i r '-i3npi29b OAVH off: Jn9mgiup9 0AVH ed7 ROBERTS CONSULTING ENGINEERING ]OB # 99.100 336 BROADWAY #7 DATE: 11/10/99 CHICO, CA 95928 (530) 894-8801, (530).894-8805 FAX Website: www.r-c-e.com Email: cj@r-c-e.com TAX ID: 567-06-2201 ACCOUNT: PROJECT: BUTTE COUNTY RIDER RESIDENCE 25 COUNTY CENTER DRIVE PERMIT NUMBER: 98-2949 OROVILLE, CA 95965 530 538-7541 DATE PROFESSIONAL SERVICE CHARGE I CREDITS BALANCE TOTAL BILL TO DATE; 2.88 HRS S. ENGINEER @ $80.00 /HR. $230.00 $230.00 HRS ENGINEER @ $45.00 /HR. HRS DRAFTING @ $40.00 /HR. 1.00 HRS CLERICAL @ $25.00 /HR. $25.00 $25.00 09/24/99 PAYMENT -- THANK -YOU! $255.00 ($255.00) TOTAL BILL TO DATE; 1.00 HRS S. ENGINEER @ $80.00 /HR. $80.00 $80.00 HRS ENGINEER @ $45.00 /HR. HRS DRAFTING @ $40.00 /HR. 1.00 HRS CLERICAL @ $25.00 /HR. $25.00 $25.00 TOTAL BILL TO DATE; 1.00 HRS S. ENGINEER @ $80.00 /HR. $80.00 $80.00 HRS ENGINEER @ $45.00 /HR. HRS DRAFTING @ $40.00 /HR. 0.25 HRS CLERICAL @ $25.00 /HR. $6.25 $6.25 TOTAL: PLEASE MAKE CHECKS PAYABLE TO R.C.E. 191.25 RESIDENTIAL PLAN CHECKING GUIDE OLNUI,l✓ rAJI Y, LUMbA AND M1b(;l:1•I•AN#UU3 ONLY OWNER: ./l,�( BUJLDIIJ :T. oZ PLAN CHECKER: D�� 7/ 199 _ A P. NUMBER 7.7. QMEAL 2Aaing requirements: (side yards and number of permitted living units)." Valuation.r.' ` Plans signed by designer. A-- Proper description of work on application Existing violations on property. Items on data sheet, (Impact Fees, Environmental Heath, Developer Fees, a of violation. plete parcel size and dimensions. 2. Setbacks, side yards, easements, etc. , Other buildings or structures. 4. Grading, fills and/or drainage. ---5' Flood hazard 6. Special conditions on creation map (Noise, S -RA., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. dt F.A.S. road setback. 8. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. -4.• Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. ! 9. Rafter ties or bearing ridge beam. -t6 Fireplace construction details and talc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. 17. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: laadiags rise and run, bead clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). , Exterior plaster -weep ac=eeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard)...... ; Foam insulation = protection. 36- halls and staiiways. Living area over garage - complete 1-Dour separition iequbW o garage side including snppor g walls and posts. . Two exits op three - stay dwellings (Section 1003). Underfloor'sccess and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. �.D.F. responsible area requirements. July 1996 3.3 LAND DEVELOPMENT V OROVILLE C BUILDING / ENVIRON A LTH -PERMIT CLEARANCE Building Permit No. g�-� CeCP OWNERS A.P. NAME R cdp-r- NUMBER ()1 I- -7-70 - 011 PRINT LAST NAME FIRST ADDRESS / LOCATION:_ 135 7 0 - Cc,--t2ryi U L, Rd COUNTY ZONING DESIGNATION: Frz' 4o FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: V/ RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP vvl DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: U 12 2,00 1 j'= o i_:I MAP INFORMATION: DATE OF RECORDING: % / / Z-4 /9 7 LOT 2 BOOK PAGE S O COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V 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 DMS/ON UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft. building setback from right-0f-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsbng wells. —5. Maintain a ft. leacPfield setback from X6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County, Fire Department. t&7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. 10. 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. -;X S�e�- ) 4 � m c� 0 �:;Ofz Cotte! D � 71 ON s 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 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 & Game at 916-355-7010. as stated in the _ 14. A traffic mitigation fee for each new or additional living unit shall i � aid. Pay made thetamount of $ Planning Division. Oroville Area Traffic Mitigation Fee Agreement. Payment _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of . the Uniform Building 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. shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County X 18. A development impact fee for sheriff facilities Code. _ 19 Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. — 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. _. �0e) LD 6/98 FORMS\BLDG PERMIT CLEARANCE f Sep -29-00 11:38P AND \THEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 C'OU TY CENTER DRIVE OROVI LLE CA 95965 1996-0049Rf�26 Recorded I REC FEE 10.00 Official.Records I CONFORM .00 CoButyeOf. I COPIES 1.00 CANDRCE Jt. GRUBBS I Recorder I 02:08PM 13 -Nov -1998 Cindy Page 1 of 2 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 pen -nit. 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: 45S,,556r� Pctr'-Cel A1,1h-,.'kr 71V U:IW: }'ROPY OWNERS: State of California ) County of me.AA-rB ) On A*Ger ,FS', / y 42 before me, Margaret A• &ZL Zir _ /l b6a.ry P.6 . personally appeared-16m,+.s A,. A joefie, A* -n /h04--Je, A . A?4-&eW-.) personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names s scribed to the Within instrument and acknowledged to me that l/they executed the same -in hisftwItheir authorized capacity(ies), and that by 44Aw/their signature(s) on the Instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and ofcial seal. Signatur X • !-- eal: MARGAW a court Cannwdon # 1105M ►rotary PUble — Comoero MM Comm. F�tres17. 2M r ORDER NO. 2•-622'73MAR LEGAL DESCRIPTION EXHIBIT "ONE" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL ONE: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 24, 1997, IN BOOK 141 OF MAPS, AT PAGE(S) 89 AND 90. RESERVING THEREFROM A 60 F00T NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITY PURPOSES, AS SHOWN ON THE MAP REFERRED TO ABOVE. AP #) 011-340-014 PARCEL TWO: A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF.BUTTE, STATE OF CALIFORNIA, ON JULY 24, 1y97, IN BOOK 141 OF MAPS, AT PAGE(S) 89 AND 90. PARCEL THREE: A NON-EXCLUSIVE EASEMENT FOR ROAD AND -PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING WESTERLY OF AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF LOT 37 OF SECTION 4, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE FOLLOWING ALONG THE WESTERLY BOUNDARY LINE OF SAID LOT 37, NORTH0 DEG. 10' 11" WEST FOR 1016 FEET TO THE CENTERLINE OF CENTERVILLE ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 0 DEG. 10' 11" EAST ALONG THE WESTERLY BOUNDARY LINE OF LOT 37 FOR 150.7 FEET TO THE NORTHWEST CORNER OF PARCEL 5, AS DESCRIBED IN THAT CERTAIN GIFT DEED TO CHARLES R. KITCHEN, ET.AL, RECORDED JANUARY 22, 1976, IN BOOK 2043, PAGE 316, OFFICIAL RECORDS OF BUTTE COUNTY; THENCE CONTIUUING ALONG SAID WESTERLY BOUNDARY LINE OF SAID LOT 37, SOUTH 0 DEG. 10' 11" EAST FOR 65.00 FEET TO THE END OF SAID DESCRIBED CENTERLINE. THE SIDELINES OF THE ABOVE .DESCRIBED EASEMENT AREA ARE TO BE LENGTHENED OR SHORTENED TO INTE•R.SECT ROAD CENTERLINES. n END OF LEGAL 4 Sep -29-00 11:39P NOTE TO RECORDER: DO NOT REJYMUTHIS491DE •I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural.-,Statdment of Acknowledgment: P.05 A.A. -1 1. Insert the legal description bf 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 handwritt6n or typed in the space provided or attached on a separate sheet is more space is required). 2. Property oxners must sign th the presence of a Notary Public and have the form notarized. 3. Make a copy of the form ands 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 wAt keep the original and return the copy to you. Just bring the copy back to the Building Divisiol'i at 7 County Center Drive, RECORDER'S FEES: $7.00 - 4 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:W3'.m. -.5:00 p.m. (Monday - Friday) DATE SE USE PERMIT MINOR /U.P.. .... Gw_ PI DI DI .i-�--.---^JUJ 2 `' 199 �---�-.-�_�----. i HMO ■ MENpp'.�� �i�.iZ►�..r� ' � �- �• �� �� �■■ .� •� I w �_� ._err• ■�� ■ ■■■ ���ZZ!!�:•'i�1�tr''r�'��_ W, NO e- _ cam' � �■ • r IWO- up.. • iii. � I .� i w .i-�--.---^JUJ 2 `' 199 �---�-.-�_�----. (. Ceiling Insulation -14: G -69 Number of stories I W lqg R -value One Two Three R-0 -103 49 32 R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 • 0 0 0 U -value 40 -90 37 0.50 A 76 -84 -54 0.30 -102 -49 .-32 0.10 -26 -13 -8 0.08 -18 -9 -6.. . 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 42 -55 1 0.00 11 _ 5 3 27 -52 -17 -9 2. Wall Insulation 6 13 26 Single- Single - ,-8 .1 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 - R-19. 8- .. 6. 4 U -value . 4 22 37 -9 :.-.x•0:80.:.:::.:. -153-.-:•�_�.-114 -'.:._..�::..76 15 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 . 3 2 0.06 9 7_ 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 8 12 17 16 3. Raised Floor Insulation 0 4 Insulation In.Floor 13 17 15 Number of stories 1 R -value One Two Three R-0 -17 -8 .5 R-11 -3 -2 -1 R-19 0 :. 0 0 R-30 3 1 1 U -value 9 12 15 - 0.60 . -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -30 0.30 -69 -34 .-22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 - -4 0.06 -6 -3 2 0.04 .1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace na 3.41 -45 -39 -34 -29 Number of stories -18 R -value One Two Three R-0 -11 -7 -5 R-5 .4 -4 3 R-11 -2 -2 .2 R-19 -1 1 -2 -2 Slab Edge Insulation 25 22 19 16 13 - Number of Stories 32 28 24 20 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 6 5 4 3 2 2 0.90 -4 3 -1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points SwAdwd .0 6: Glass Heat Loss ' TO($l -14: -48 -69 - Elfectlie Permf Claw I W lqg 16 Percent SEER (percent glass x SC) .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 31 -21 -13 -4 4 12 f 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 ,-8 .1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 4 22 37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 • 7 12 16- 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 1 10 13 16 19 10 -3 . 9 11 14 17 19 9 -1 10 13 ..: 15 17 20 8__ 2 12 14 16, _18 20 7. Shading (Shade Open) -14: -48 -69 - Elfectlie Permf Claw na 16 -1242 SEER (percent glass x SC) -55 Effective ' -10 -35 -50 %Glass North East South :West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na_ 12 3 3 5 2 na '- 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 .1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 --r 2 1 3 2 00 ! 0 3 1 <-1-. -1 1 ; j� 2- .0 0 -1 -2 -4 -2 0 na = not allowed 14 15 10. Exterior Wall Thermal Mass 1B. Shading (Shade Closed) Effective Percent Class (percent gtass x SC) %Gctive lass Norlh East South West • Skylight 18 -14: -48 -69 -64 na 16 -1242 SEER -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 40 -37 na 11 .7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 .9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 47 6 3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 ,-l- -5 -4 -16 1 �- 8 10 12 13 13 9 d 0- 2 3 4 3 0 na . rat allowed 10 11 13 14 14 - 8.0 7 9. Interior Thermal Mass Syst.!m X ! 77 Interior Slab Floor Raised Floor Mass Stories Stories x SEER /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0,7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 --T- 7 9 11 .12 12 5.5 ' 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 , 7.5 6 10 11 13 14 14 - 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 6 Exterior Single- . , Single - 1.9 21 Wall Family Family Multi 2.9 Mass Detached Attached Family 0.00 0 0 .0 1 0.20 3 2 1 5.3 0.40 5 4 3 -1410 0.60 8 6 4 SEER 0.80 10 8 5 +5 1.00 13 10 7 -30 1.20 13 12 8 -13 1.40 12 13 9 -11. 1.60 10 13 11-- 4 1.80 10" 12 12 -a 200 _--- 10 11 _ 13 7.0 11. Heating System 0 0 0 SE or RSPF 0 8.0 (assumes ducts In attic) 8 6 5 Sum of 1-6 3 9.0 16 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7. 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 -7 0.95 8.71 20 18 15 13 11 8 15 Effective SE or HSPF ' (SE or HSPF x duct efficiency) 1.7 Effective -25 or -24 to -14 lo 4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 .38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13__1 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment 1700 System Type 2700 Heater (;(edit Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst.!m X ! 77 •6 x = 3•S Z, x x SEER O.$ c. South Z, % Glass SC (&=Mel ducts In attic) d. West x Stm of 7-10 0. '7 e. Skylight _ x -25 or -24 to 0410 -410 +6 to 16 or SEER less -15 f .6 +5 +15 more 0.0 •14 .12 ' =10 -0 -0 -4 8.5 -9 -7 -6 -5 -4 3 o_. i 8.9 -5 -4 -4 3 -2 -2 9.0 -4 3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 .3 2' 11.0 10 9 7 6 4 3 �- 120 15 13 11 9 7 5 - 13.0 0.2 17 .11 14 12 9 6 1.5 _20 1.9 21 _ 2S 2.7 2.9 3.2 Effective SEER 3.6 3.8 4 (SEER xdud efficiency) 4.4�68- J 4.8 .%,n of 1-10 5.3 10% Effective -25 or -24 to -1410 -410 +6 b 16 or SEER less -15 -6 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 1 6.0 -12 -11. -9 -7 -6 4 6.6 -5 -a -a -3 .. -z 2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23. 19 15 12 8 ' 120 30_ 26 22 18 14 9 13.0 33 29 24 20 15 10 ' Zonal Control Adjustment 1.7 1.9 2.2 24 10 8 7 6 4 9 3.8 No Cooling System Installed 4.5 -Stories_ 4.9 5.1 5.3 5.5 5.7 5.9 One -5 -4 -4 3 -2 -2 Two+ 3 3 :_ 2 3 2 1 - Single -Family ' ;. Iietached and Attached 4 4.2 4.4 4 Unit Size (so 4.8 Water 5.3 1199 12(c; 1700 2200 2700 Heater (;(edit or • to to to . or Type. Type less ;1699 2199 2699 more SG None 0 l 0 0.. 0 0 or Solar 12 ' 8 6 5 , 4 HP -HWR 8 5 4 3 3 2.7 WSB 5 3 3 2 2 4.2 POU 8 5 4 3 3 SE None -37 -24 .18 -15 .12 1.5 Solar -1 -1 -1 0 0 3 HWR -18 -12 -9 -7 -6 4.5 WSB.. -25 -16 -12 -10' -8 5.9 POU -40 _-12 -9 _7_ -6 IG None -5 -3 -2 -2 -2 3.3 Solar 7 5 4 3 2 .4.8 POU 3_ 2 1 1 1 IE None -28 -19 -14 .11 .9 ' 21 Solar 8 5 4 3 3 3.6 POU -10 -6 .5 4 -3 5.1 Multi-Famhy (individual units) 5.9 6.1 6.3 6.5 I Unit Size (so 1.4 1.6 Water 2 699 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or. Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 5 WSB 9 4 3 2 2 65 POU 9 5 3 2 2 SE None -45 -23 .15 .11 -9 3.8 Solar 2 1 1 0 0 53 HWR -23' -12 .8 -6 '-5 68 WSB .25 -13 .8 -6 -5 27 _PQU._ 3.1 -12 -8_.__ 6 .5 IG None __23 -8 -4 -3 -2 i -2 5.6 Solar 6. 3 2 1 1 _ POU 1 _:_ 0 - 0 0 0- E None 30 -15 -10 -8 4.2 4.4 Solar 18 9 6 4 4 - POU -8 -4 -3 -2 -2 Interior Mass/CFA \ ttP6 t MASS Eff. % Glass X ! 77 •6 x = 3•S Z, x x D x = O.$ c. South Z, % Glass SC ' d. West x = 0. '7 e. Skylight _ x C, 9. Interior Thermal Mass Il.7.OrI.bI ) Ic.tyet.d aD TYPE 1 MASS AREA app % InteriorNiss/CFA COND. FLOOR AREA t TYPE 1 MASS WIMC a 4.2. !et exposed slab) _�- TYPE 2 MASS AREA = B • Exterior Wall Mass ND. L OR AREA 0% 5% 10% 15% 20% 2S% 30% 35% 40% 45% 50% 55% 60% 6tif. 70% 75% 80% M. 90% 95% 100% 105% 110Y 115% 120% 125` Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating a Type [SG), Credit [none] , 0% 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4�68- J 4.8 5 5.3 10% 0.2 0.4 0.6 O.B . 1 1.2 1.4 1.6 1.9 21 23 25 21 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.65 5.2 5.4 20% 0.3 06 O8 1 12 14 1,g 1.9 2 2.9 24 27 20 8.1 3.3 3.5 3.T 3.9 4.i 4.3 4.5 4.8 5 5.2 3.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 se 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 9.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 21 3 32 8.4 3.6 3.6 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.6 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 23 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 6.1 5.3 5.5 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 .4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 23 25 27 3 3.2 9.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7. 5.9 6.1 6.3 6.5 90%. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.6 5 5.2 54 5.6 5.9 6.1 63 65 67 WY. " 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 6S 68 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105%' 1.6 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110Y. 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.8 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 B.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1. 5.3 5.5 5.7 5.9 6.2 6.4 '6.6 6.8 7 7.2 120% 2 2.3 2.5 2.1 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.6 5 5.2 5.4 5.6 50 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.0 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System. Summary: Climate Zone 11 . SCORE CARD Measures 1. Ceiling Insulation or R -value [38) U -value [0.030] Imo 2. Wall Insulation - t k or R -value 1.11) U -value [0.098] 3. Raised Floor Insulation 4. `Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) or R-value[19] U -value 10.037] or R -value [0] F2 factor [0.77] Standard ta V V Type [double] U -value [0.65] Point Scores -9 0 �o1s % Total Glass (16) % Glass SC Eff. % Glass X ! 77 •6 x = 3•S Z, x x D x = O.$ c. South Z, % Glass SC Eff. % Glass a. North Z- I x b. East x c. South Z, X d. West x = 0. '7 e. Skylight _ x C, 9. Interior Thermal Mass TYPE 1 MASS AREA app % InteriorNiss/CFA COND. FLOOR AREA 10. Exterior Wall Mass TYPE 2 MASS AREA = B • Exterior Wall Mass ND. L OR AREA 11. Heating System 4.7 y x w= Ty Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.6) HSPF [0.56/5.15) 12. Cooling System Zonal Control? ( Y / N) SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating a Type [SG), Credit [none] , 0 d ^Z_ 3 Sum 7-10 .,3 Point Total: D Sum 1.6 9 Certificate of Compliance: Residential Climate Zone 11 ra 4wri /�v��LL- ' . Project Title 3354? -90 0 LLE Building Pemtit li . Project Address Checked By / Date Documentation Author Telephone Fnforoement Agency Use Only BUILDING DATA Glass Area % Glass 5 ^ North [_ Z, I Conditioned Floor Area �7 Number of Stories East Slab/Raised Floor s L13, Number of :Units South 2,1( [4 Ingle Family Detached (SFD) [ ] Addition•Alone West _ /.O [ ] Single Family Attached (SFA) [ ] Existing Building Skylight O D [ ] Multi-Family(MF) [ ] Existing -Plus -Addition Total — IleI BUELDING SHELL INSULATION, Component Insulation Locatilon/Cammenits Type R -Value (attic, .rc gang icel, etc.) Wall .............. -// Wall .............. Roof ............. _. Roof ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single. double) (roller blind. etc.) (shadescreen. etc.) (ye*o) (metal/wood) North North ( ) East ( ) 47,0— East DEast ( ) *Z4_ South ( ) South ( ) West West ( ) Skylight....... p ---- THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) LOcation/DCScription (kitchen. bath, etc.) �t/,(/St A g �� GoNoL�TE L�L�C� HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) . (attic, etc.) R -Value (Btuh) (or approved equal) G / 9;? - Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # P SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) m Mandatory Measures Checklist: Residential „ MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by 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 speaGcations for the mandatory measures whether they arc shown dsewbere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. . • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed mats California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed 12-5352(e): Special infiltration barrier installed to comply with §2.5351 meets CEC quality standards. 12.5352(d): Installation of Fireplaces I. Masonry and factory -built fireplaces have a Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excepaon I): Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating 1. System has: a. Ordoff switch on heater. b. Weatherproof instruction plate on heater. e. Plumbed to allow for solar. 2. 75 percent thermal efficiency.. 3. Pool cover. 4• Time clock. 5. Directional water inlet. Lighting and Appliance Measures 62-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(e):_Gas fireii _appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tin building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Mptrr 2. Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. 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