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HomeMy WebLinkAbout047-670-030t ®Y 7 0 (o 7 (070 ENVIRONMENTAL HEALTH CLEARANCE 047-670-030 01-0655 DATE --j — 0 ? 4 SCHUSTER, STEVE 3406 KEEFER ROAD,.-CHICO CA NEW SF WITH GARAGE MASTER 9720 047-670-030 02-029. V SCHUSTER, STEVE `� 4047 SPYGLASS, CHICO _ lot NEW DECK 047.670.030 02-2529 FRY, GLENN 4047 SPYGLASS, CHICO _ r CONT: ROWEN POOLS POOL r t NOTESo � jiT•' f o uIs 1. r„ V RESIDENTIAL . 047-070-030 01=0655 SCHUSTER, STEVE ` 4047 SPYGLASS, CHICO CONTR: OWNER NSF 4 BDRM/4 BTH W/3 CAR GARAGE 11 SPECIAL CONDITIONS "' II CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ' OFF IGrc CEE COPY Address—[ V �t•__� GAS v v Meter By Date ELECTRIC 3 Meter By Date JOB FINALED (Date) "—e7l/—D6p Signature V w I '5 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 55 . 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. `= Wit. •. ..;,': /� ...n n tel A A . e. -...-. �.(! �l/A19-n Qe7rrAO(/A a y 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 ;x ' CORRECTION NOTICE _ OWNER 'PERMIT NO. 34a 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 complet . If you have any questions pertaining to this matter, or need additional explanation, '7? please ontact this office immediately. i�a0 G \ a� , o •• til a • y Date 7 Inspector REV 10/92 COUNTY OF BUTTE ' BUILDING DIVISION ' DEPARTMENT Or DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538 -7541 - CORRECTION NOTICE Date Inspector REV 10/92 t Ll 5 7 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above addre��and ho uld be corrected. Please notify this office when correction of work is completed. I ou haveany questions pertaining to this matter, or need additional explanation, please cont t ;his office immediately. 41 -14 Date Inspector REV 10/92 t COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Pothis job card In a safe, conspicuous place. Do not emove until all required inspections are made and bui ding is approved for occupancy. Plans must be available on the job site. A.P. No. _ 047-070-030 01-0655 — ;SCHUSTER, STEVE Owner --14047 SPYGLASS, CHICO Contractor_ CONTR: OWNER — NSF 4 BDR1V1/4 BTH W/3 CAR GARAGE Permit No. _ PERMITTEE MUST CALL FOR INSPECTIONS DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY lnsOm Oroville - 7 Courdy Center Drive 538-7541 53&7636 Chico - 411 Main Street _ 881.2751 8812834 Revised 7194 �"J,e.^`� "V,�s'� -Y "dei a'"i '�r5�'r' ''i. ' ,C• �f u ✓. ;�i ; a 1 '� K s�'`' ;��, •a< �.d` .rf'` 4ti tl„ ' � Y 1,- 4 a CumATE PRO® MER GLAss BLOWING WOOL Your home has been professionally ii1sulated to provide a guaranteed thermal resistance. Hotwff oWMR's NAME "uyyveS ADMM Cny rn C75 STATE RECORD OF INSTALLATION , Ir L L1,717,371 117-1 IS Nw CXIMMUCIMION IF RMOFrr. 0 REIROW DFpm OF PREvious Numm OF aAm ussi) 5.,E;7 INSULAMON INCHES Am vmmmw � FsrowtATED R -VALUE OF SCL FT. PREVIOUS INSULATION THICKNESS THKzNm OF b&vLATioN TWE(s) OF Pumous INCHES INSULATION IN Arm installed The number of bag& C#,f,,W of BAT MAND ROUS WVAUM. TMICOM AWAMMULAM cmmc's IN. SQ. rr. IN. !2 fN%9 9% rr. WALLS 19 S l6 IN. 9(1,.r. IN. SQ. FT. FwoRs IN. SQ. n IN. Fr. CLIMATE PRO, BAG WEIGHT - 25 LB. NOMINAL R -VALUE MINIMUM BAGS PER MAxIMUM- MINMMWBW' THICKNESS 10W SO. FT. -111ETCOVERAGE . PER SIL FT To obtds an installed The number of bag& C#,f,,W of 77se Wd8ft Por "nulation insukaion per 1000 sq. ft. of this bagishould sq. ft of instal4ad nmWanw should not net aym should not not cou'+ IiMUIMOX should (P4 Of.. be Ins than: be kss. than: mpre thin, not be I= than: 115% in. '7.0 1,!42 Sq. ft. 0. 176 Ib&+ 10 8% in. 12.5 76.9 sj. ft. 0.313 lbs. 22 10 in. 14.6 4.4 sq. ft. 0.365 IbL' 26 11%in. 17.2 58.0 sq. ft. 0.431 tbs. 30 13 in. 20.0 59.0 sq. ft. 0.500 ft 39 16Y4 in. 26.3 38.0 84. & 0.659 IbL-' 44 18% in. 30.5 32.8 s4. fL 0.763 IbL 50 2034 in. 35.5- 2�.2 s4. ft. 0.886 Ibs. 60 23% in. 43.0 23.2 4 ft. 1.076 Vbs. How BUBDER SKX4nME 07"11/2-001 06:33 MEEEKS - CH I CO 4 8942256 1,10.430 1701 Certificate of Conformance CeRifica►te 0 5 2 7 3 6 THIS IS TO CERTIFY that the glued laminated timber prodiuds' Idenlifled with a oollective maj* of Engineered Wood Systems (EWS) were manufactured In a�cordence with the applicable standards and associated specifications indicated below: ANSI Standard A190.1.1992. For Wood products — Structural Glued Laminated Timber L NEA -4e6 Glued Laminated Timber Combinations And `GAP' Computer Program For Determining Design Stresses RITC 117.93 — Manufacturing — Standard Specifications For Structural Glued Lerninated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in s manufacturing facility subject to regular a4dits in accordance With the EnghWred Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection or the manufacturing process and evaluation of the In -plans QA program with adequate sampling- to verity conformance to industry standards for lumber grade and gluelme bond Quality. •S -ie✓{ .ScJ� a sc1 1 1e Si t /� T L a O 06/ c, ZyDV dc� `'� 5 .. 0 1 Ccr �r� /�/ 4•*ect,.a / o Wooo • f .a .��_ 'sZ SEAL a -by W Thomas G. Williamson •� ♦ Executive Vice Presidetri iii .i.�. MIN k2NCWRF+WO "Opp SYSTEAB.s • 1.W91cd G0q"&0imn 01 AAI& - Tft.0 "G/nrEBAC0 * 0 ASS=&q!Cb- TOS 1FaufN �9�r. 9uas+• vA, Ocz ++790.7600rne� V1A P00»•dl00 T^�+�on.: fatal beS6e0a • Iar w�u+m«, c2�1 SEb?�65 = OK , 0=NgtOK - =' Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 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-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / P L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. EM.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI - 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rttrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. EM.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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, Distance-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 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date Anderfioor (Plans) OK except #'s 46. Hangers -Post Caps -Anchors -Conn 11, Hing -,Setbacks -Easements -Flood -Slope 47. ing. Joist-Rfir. Ties• Brac.-Truss•Shting.-Ring. Ft ain; Soils-Elec. Grnd.-/ Cra/" Ftg. Depth r Fireplace Ties r T pe A -Fireplace Throat Clearance tg., Garage; Soils-Steel-Elec. Grnd.-/P' Ftg. Depth ttic Access; Siz max Protection -Draft Stop -Ins. Baffles 4. Ftg., the,s4 Decks; Soils -Steel-/ P' Ftg. Depth rm. Windows or Exiting Doors -Sill Ht. & Dimensions em s, Main; Steel-Blockouts-Wrapped 1. Garage Fire Protection Framing 52. Property Line Firewall & Openings alls, Garage; Steel-Blockouts-Wrapped 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Hold Dowq&and1pecial Anchors 54. Stairs; Width -Headroom -Rise -Run -Landing- Fire Protection ab, St el -Wrapped 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8. P' replace Ftg.-Steel 56. Siding -Nail' eer 9..V all -Fitting -Test -2 Way C/O -Sewer Test ucco ash -Drip Screed -Fd. Vents-Underflr. Access 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test lazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. Shear Walls, Nailing -Bolts 12. Electric Underground 60. race Interior/Exterior Wall Panels 13. Plenums & Ducts; Clearance -Material -Support -Ins. 1. Insulation -Walls -Ceilings 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 62. Infiltration -Walls -Windows 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Date �i Ga' Card B-1 Date Card B-1 Dates -7 Card B-1 Date Card B-1 Date,PLUMBING (Permit) OK except #'s -7.t tQt; )2 • Water Htr Vencce3y26mbustion Air Baffle 18 W pe; T Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 66. !opm Exiting Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors w D e Card B-1 Datel Card B-1 Date `(�Al Card B-1 LJL5 Date Card B-1 Date ELFeTRICAL (Permit) OK except #'s 6W.- FixtuwS Transformer Clearance -Ins. Protection & Switches at Doors qqF siz & No. of Conductors Stapled omex Wstalled Close to Edge of Studs & C.J. 2 uip. GLgund made up w/Mech Fasteners -Bond Gas & Water 2 Doliance Circuits in Kitchen & Conductor Size GFI ga Cu or AI ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes CJ No erver Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. 33. Cloth Closet Light -Shower Light -Spa Light 3 moke Detector Date'(> Card B-1 L/ Date Card B-1 Date Card B-1 Date Card B-1 Date MEICAL (Permit) OK except #'s C. D is Insulation & Support �Ctt'�an, Exhaust above insulation 3 . Conde ate Drain & Overflow, Size & Grade 3 nac -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 tic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F ING (Permit) OK except #'s Materials & Anchors 41!WaJ{e'Studs-Nailinq Spacing & Braces -Plates -Sound 42!Bear' alts over Girders & Floor Nailing raft p in Walls (rat proof) 4 .re St s, Furred Ceilings -Stairs -Chasers -Tubs 43. ders & Beams -Size & Bearing jingle & Duplex) , Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Conn 47. ing. Joist-Rfir. Ties• Brac.-Truss•Shting.-Ring. Z Z , r Fireplace Ties r T pe A -Fireplace Throat Clearance ttic Access; Siz max Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions �. 1. 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- Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nail' eer ucco ash -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls, Nailing -Bolts 60. race Interior/Exterior Wall Panels 1. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date V Date 7 Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date A ans) OK except #'s eps"Door & Sidelight Protection -Landings 64. Sm elector Furnace Vent earance-Comb, Air -Connector - Above Floor-Ducts-Mech. Protection 66. !opm Exiting F. ath Fixtures & Tub es - a 6 lec. Trim & Subpanel, Break es & Labels 6 airs & Raa&/ 72F"place or Stove, Qeerrance•Hea J . Elec. Outlets at WeQO Ya-nel, Int. & Ext. 7 it. Fixt. & Appliance; Grou p -Cooking Clearance 7,1&EC;Qutlets & Receptacle rt. Counter 7 Fire Door; Swing -landing -Closure A.0uct in Garage -Damper 7 tr. Ht ,Vents -Clearance -Com Connector-P.R.V. in,81aragg,' Above Floor-Mech. Protection 7Y. PIqeEIeSA Mech. Equip. Listed for Location 78. le . eceptacles in Garage (F.F.I.)-Romex Protection 79 n ati ' Foam -Looked in Attic 8 G rd Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth . Clearance Looked under FJo2e- O Yes / 82. Following Instld./Or' s J No/Walks = s J No/Planters J Yes 47-IZI-A 1 83. Stu n -Finish V 85. Vent_aAbol* Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Exp Elec. Trim, G.F.I. Receptacle -Underground Throughout House action G µJZ Gas Tes%�(eters Tagrged, Gas -Electric �i„'n 92. Wate ewer Connected -C/O to Grade -HD Approv I ni mpliance Certificate -Other Certificates 41"Address Posted Dat Card B-1 Date Card B•1 D Card B-1Date Card B-1 Date I Card B-1 Date Card B-1 Comments at Final: Y_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 199ZNM 047-670-030 ZONING S 2 ' BUILDING PERMIT hUSTER, STEVE TELEPHOM' 894.0894 SO. FT. OCC. BUILDING VALUATION 4321 3 218 G33,334.00 106" EEFER RD. CHICO CA 1051 U 918.00 CO_ RACTOR'S NAME TTOOORS TELEPHONE 495 C 6 435.00 CONTRRAACV MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1500.00 Total Valuation $ 260 187.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $1203.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 781.95 BUILDING ADDRESS 4047 SPYGLASS Energy Plan Checking Fee $ 23.00 TO BE MASTERED $ 46.00 PERMIT FEE $ 2073.95 L0o. WMWLANDING 147E'.il/34 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EX Duplex O Mobilehome ❑ Other SPECIFY Each Trap 201 7.00 40.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.0015.00 TYPE OF WORK New N Addition ❑ Remodel O Udlifies ❑ Installation ❑ Other O Describe woNEW SF WITH GARAGE 1 Y\ A S•. i CZ 1 1 o Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015.00 Mobile Home I S I G W 920.00 LAWN SPRINKIYERS 1 15-00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service YDDA pR "ss 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. �% �j % �% OWNER -BUILDER CLL�RATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License LaW Jor the following reason: 1PI, 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. O 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200Aro L000a 46.00 NEw coNsr. owELUNo occuP. 3.5QsF-T°. OR ( NEW CONST. MULT�i-ourLEsT NON.RESID. 97.50 POWER APPARATUS ,POWER OUTLET CIR. EX. OCCU . OUTLET OR FDRURES SAL 20 O 1.00 Ex. Ex. Occup. DLn '. gM.GEEa 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 2 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.) 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 lt I should become subject to the workers' compensatio prov'sio s of section 3700 of the Labor Code, I shall forth it com ly, ith ose ov' ions. X - Date Signature of A pltc Ow her O Contractor ❑ Agent An OSHA permit is required or 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 6 50 Ventilation 5 4.50 22.50 PERMIT FEI: $ 109.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE V N TOTAL FEE $ 2694.97 HAz. D. FES IMP FLOOD COF PARC PD .HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Coe and/or Resolutions to do work Indic at b wht Mees have been paid. By /^� ` Date � PERMIT EXPIRES ON �, k? ReceiptNo. 314857/19019.95 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AI COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -+ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT C - nl:, ( ,S" Ni f b/OR rMt61Ar BUILDING PERMIT OwNl� `' T[1ONONl SO. FT. OCC. BUILDING VALUATION 3 Uo// ti )-3 3 t� COMIIACTO NAMa T[1/hpN[ .Ud CONT14GT0117 WLJMO AOOK1/ CO+eTRyCTIQN V:NOa %M011+W106Aa011[,/111 Fire lac! 5t�d •� A11CNR[Cr OR OSOMM ation i Most No. Total Valu Filin Fee i 20.00 M1eMreCT OR lNON[7p17 +a+Ie+O r°°"[a Permit Fa! - -.... . _ _ , Uv 8U/DNOA0041131/ Plan Checking Fee i Energy Plan Checking Fee Z 3, a u0T [ C�Jy YXX1r'1 rAncn MAP PLUMBING FEE .: 0 • 3. PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 0.6D IBuilSolar or heat pum water heater 29.00 SF)( Dupkar O Mobilshom! O OU+lr Water 15. Mery � • 00 TYPE OF WORK Each gas water heater or vent 15.00 .07) New O Addition O Remodel O UO'i n O Insta4tion O Other O Gar piping Wotem 1 .5 outlets 15.00 4 dinasewer 15.00 Describe Work: y a; Mobile Home S G w (920.00 936.9s 1619.�s B RECEIPT # 3 1148 5�- SRA $_ a9. 010 . SHERRIF $ �— _%S -Ob' PERMIT FEE - ELECTRICAL PERMIT ( !W, Main Service °DOY OR Ll./6 /o/� 011 LECs Maw SerWCe ' G TO 10MA % ex. Occup. o nor OA rO "Es 30 Q 1.00 - aw .w Ex. Occup. 061%M DIFM D. a 5.00 Temporary Service 20,00 Mobile Home Facilities Mise. Wiring29.00 20.00 1 2 Oe, PERMIT FEE S , MECHANICAL PERMIT Filing Fee 20.00 meetingOFEVE-M CooGn AD HOod Ventilation OvPERMIT Mobile Home Installation FeeEnergy Inspection Fee o<o ` - "r`, TOTAL FEE TOTAL n «A4 s s NAL D. r[s/ r1r rLaoO COr r a 'ND esu This permit In hereby Issued under this applicable provisions of the Butte County Coda and/or Resolutions to do work Indicated above for which foot have been paid. ` By at- .. . RecelplNo. PERMIT EXPIRES ON WHRe-o.O.s.•si.o. CANARY.A284It11011 f'INK•INsraCTOR GOLO6N1100-A1f'LICANT Pate) F+'i 6 � � , vw `�11.��.1 .�1'► tom► 1'7' T1 l+ '1 ra( i��5ine �.r w 1 firf%'� +]S i h N.`;� }� 4 --:-COUNTY OFBUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ^^ DIVISION 7 COUNTY C TER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-75�4�1—o&,55 , 9ERMIT APPLICATION DATA SHEET OWNER: ASSESSORPARC NUMBER d L7 4—V4O®Cp30 Proposed Building Use: Building Inspector: • I-"�scxuo Date: 3 01 c1 Q J At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All iiems have been submitted --------------------------------------------------------------------------------------- 02. P lans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Coy6plete plans, 3/4 sets, signed by the preparer of plans. ------,-----+----- - ---------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. engineering must be shown on plans. // � // C/ f ❑ 5. Engineered truss details and layout in duplicate (requirted 1 i3r Co-plen4eview) 'No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and su porting documentation. --=------------------------------------------------- 117. Statement of Intent URon-I�at�l"anA/C Builder r f ------------------- ' 4 . , gs.�-j----- j;,7tj-------------------- . ; -m dour Material Form.------------------------------------------------------ L11-------------- �- ------ ' ' ' ufactured Home data and installation instructions including Tie Down Specifications .----------------- . �of:$, . �' I �xs4.`-'�U-- ���_-lS_a_"-- Z_ ��=----------------- ►� h pact fees as shown -on the attached schedule. -��'�� -- - �t,s� ----�';-�c--_ - -� — alifornia Department of Forestry plan approval/f� 14!&-�- - --------------------------- 54- 0 U. Elobd 4 — Flood elevation certificate.---------�---�---����---------------------------------- 4 ----------------------------------- Sanitation and plot plan approval (..4'�E.GU Health Department. ------------------------------------------- ❑ 15. City, of Chico plumbing permit.-------------------------------------------------------�2e1_—QL-'------------- .�. r--..... ❑ 16. Plot°plan and business license approval from the City of Biggs. ---------------------------------------------- ,•, 1117. Planning approval for (A) Use: Q K, (B) Parking: -------------------------- L4 _ L4 _ O 0 18. 'ntact Land Development about ElImpNements, ❑ Drainage, N egal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy).----------------- E120 -------------r-❑20 e- tion for 1 R uest to Buildin , f ff' u�spec . required eq g Insp to 0 0 ( ontractor's license'information. (Number, Name Style, Classification). ------------------------------------ 1122. h(grkers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23l dwner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ja of --signature authorization. ----------------------------------------------------- -------------------------- ❑ rded copy of Agricultural Acknowledgment 0 e Statement. ---------------------- --=--= -------------------- ❑ 26. Letter of intent on building use. -------------------------------------------------- Z.3 --- ----------------------------- ❑27. Manufactured Home utility clearance.---------------------------------------------------------=----------------- ❑28. Existing violations and/or expired permits. -------------------------------------- ------------------------------- n, 029/ 433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------------�� ❑ 3 Vther:------- Wh " You the ermit rrooce s as follows ❑ Mail to owner, all to co tractor. v Tem lephone s q�0 ` 1 and hold for pickupat r� U ( �� o Deli with inspector. /� � *Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluti6 Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: I. Index'pemrit application for the above items numbered: _ 10 / C3 Plan Check List r 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counte b'y cj Date:' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, y Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by —Date- Plans ate•Plans reviewed by: Date: �p-4 Plans approved by: L /6 a Date: Sets of plans on hold inkPlan Cabinet, ❑ A.P. folder. Note transfer by: — )7-6T Date: •Yellow,Copy'Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE J F- 06B DING PERMIT FEES alance Due ................ $ -- Additional Fees Due ........... $ (7 y,_ JP -- Additional Fees Due ........... $ -Revised Plan Checking Fee ....... $ 2. ,SCHOOL DISTRICT FEES 2) (paid at District Office) SHERIFF FEES (paid at Building Division) // sidential ........ x $360.00 = $ 3G6 • (b Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ A. P. /0 DATE .3 `a%- C)/ RECEIPT # DATE REC Nq.rt. Amt. �J �� RECREATION DISTRICT FEES (paid at District Office) 0611 -moi �I /yJ—' 6. THERMALITO DRAINAGE DISTRICT FEES x$510.00 (paid at Building Division) (/ RA FIRE INSPECTION AND PLAN CHECK 3 9.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) �Q CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the Ian checking process. 'APPLICANT DATE ' (� Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner 1. (Rev. 2/97) I T P4AAI gear' ,Patch Environmental Health MAR 2 9 2001 Chico, Califomia .s WOOPW LOT.19 1.0 f _ .: leo+- D��v� 1 . r GAL.in p4c. ek. N40 RElIIEE�'BY BU RE C0. oft FoSeSTRY CA�tF DEPT' fitted roved as subm app -conditions i�approved with peg ahed sheet ttac I -9„ R 1 Date _ Sic��ature �lrc P4AA1 RPS tip- s�o-o3� Lo+ r I . L) E COU NTY 3. ILDING ®EPARTME , ApPpOVED-4gOq7 G{t EQUIP ALL SIM UCS SHALL BE CLEA 01, OVERHANp OF' �. nP A S5T BAC FROM THE REpR a f - FT- FROV. THsR'c; p,ND SO �ERHAs3�• o CLE� C � �. EA ENT I SEMENTS• ALL Ep' M -ME SIDE p,%D v LINES AN+) tPER ALL BE TERLIN EyCCEP� 42 eM( CDF FIRE SAFE REQUIREMENTS 47, C -off �HI-`X7-2f� f- 2! FJJ, LE AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards Page 1 of 1, 1273-02 Surface:.--Al.l,.driveway surf aces- -and ._structures- (bridges., 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1: No roadway shall have a horizontal inside radius of I I curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet.to'those from 100-200 feet. [�•] 2. The length of vertical curves in roadways exclusive I of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 .Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [4j 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 1, AP # PERMIT # N �(] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but \ less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400.feet apart. [�(,] 1273.10 Turnaround. 'A turnaround shall be provided at all building sites on driveways over. 300 feet in length and, shall be within'50 feet of the.building. 1273.11 Gates '] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [yl 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. I ] , 3. Where—a- one -Awa -y. -road with -a--s ngl.e,traf-f-i-c- la-ne-,-- provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for•Structure-Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [\] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shale be completed prior to completion of road construction )r f__-ial inspection of a building permit. Page 2 of 3 46-7 AP # PERMIT # NAME Other Rec�irements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Buildincz Setback is Less Than 15 Feet. Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D Glass area not -to exceed "10% of wall area toward.property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry -Masonry. -veneer - Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 a April 11, 2001 Steve Schuster 3406 Keefer Road Chico, CA. 95973 0 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 047-670-030 Building Permit Number: 01-0655 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: None. STRUCTURAL COMMENTS: None. PART - U The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1,764.02. 2.- Pay impact fees: 2.1. Chico Area Recreation and Park District form has been enclosed and must be completed and returned prior to the issuance of this permit. 2.2. Complete. and return the Butte County School Impact fee certification form. 2.3. Sheriff fees = $360.00. 2.4. CSA 87 Traffic fee $2,500.00 must be paid at the Building Division prior to the issuance of this permit. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 1 of 2 i If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. Sincerely, Glenn Gibbons Philo Hunt, P.E. ICBO Certified Plans Examiner Plan Check Engineer. J 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Sc M 14ST-F—y- Building Permit Number: Plans Examiner: Glenn Gibbons A. P. Number: 0 Zl 7 - 6 70 -0,30 GENERAL: Z' Zoning requirements — (number of permitted living units). ,2� Plans signed by the designer. �3! Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Y. Complete parcel size and dimensions. Y. Setbacks, side yard, easements, etc. Z" Other buildings or structures. 4" Grading, fills and/or drainage. Flood hazard. —A" Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees,m� Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: l%, Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). . ,2' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape, or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). X' Glazing in Hazardous locations (Uniform Building Code section 2406). R." Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). .8� GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). A' Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). ). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 1.Y. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). X£. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). T< Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 M . Water closet clearances (Uniform Plumbing Code 408.5). 1% Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: s% Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. �! Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C). ,51" Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ,8 Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). X% Typical header size(s). Stud heights. ,Y High expansive soil — special foundation design required. 1-4 Retaining walls requiring design. k� Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Ir Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). i3 Brick or stone veneer (Uniform Building Code section 1403). , Exterior plaster — weep screeds (Uniform Building Code section 2506.5). l Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). ,9" Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 13.1. SRA. 13.2. Flood elevation certificate. 13.3. ❑ Fire Sprinklers required. 13.4. ❑ Special Inspection requirements. 13.5. ❑ Use Permit conditions. 13.6. ❑ Sub-Standard Housing letter. Page 2 of 2 School District A.P.-Number '�•ry iris : "-r{z y"r•''�"..4,em x3:+rsar..'*y+.'•^'!"';,�--,t.:.-,.r,rs-;:.,- �•i. s. t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. G 70 193p Jurisdiction: City ®County Property Owner Property Location/Addressy ? S P> G t sS Subdivision 1 A 5 Ayr LA (,,( 6f IJ G Lot No. ?_d Residential Development .................................................................................................................... Sq. Footage q 3Z No of Living Mobile Home Addition/ 'Supplemental to '(Group R) h Units Installation Conversion Permit # '(No foundation inspection):. ~V }¢ ' 1 Commercial/Industrial t' 1'Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date Floor Plans reviewed by School District District Identificatiion' No. Q z 3 7 School, District certifies that LIA 70 (Street Address) (City) has complied with the requirements of Resolution No. representing 3� square feet. School District Representative r% Paid by Check # Remarks: (Applicant) (Phone Number) 5'5'/5? (State) /�) (Zip Code) 7 �v by payment of $ AB 2926 $ FULL MITIGATION $ Date `7 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School 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.As (10198)dmm r �..a:.:``' 't :`t�tr'w�r. 4�,li.fF'r_'�� f�)vr vyt.< .ta'•..( }�..all-•+'.r�.�}Tiv"i'':F�`�,.—TM�2'1'Y."i1ti'wV'•'i.,:�lYirL:t.'r'.7"�tF"1.y.1.z7'Yi";'�1' BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor 'Parcel Number (s) 0 Y-7-, 6 7Q - 6Q 3 0 ' Property Owner j T Lr l: `t S C 1z Project Location/Address q0 L(-7 S P_q (;C/,j SS Subdivision ((4 £;A SAJT LA t- t� o4 G Lot Number(s) ZD Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential To , N.umber,.df.§Dwe-4l,ing Units r Comment: w, Building Department Representative Date yr�Ar�lr�t�ItYt�kYtstikrtYr�k�r�k�k�k�k,r�r�k,r�rYr�r�Ar�lr,�n�r•x�k,�r,�rYrvritYt�Ir�kYr,rYtrt,r,�r�k�k�k�lr�IrikY�Yr�IrikYr�►c�r�t,k�k�k�It�Ar,h,�r*Yt*�Ar*�Ar*Yr -., Chico Area - Recreation and Park District(CARD) certifies that (Appli ant Name) (Phone Number) (Street Address) GICC C4 f�9 -� (City) (State) (Zip Code) has complied with the .requirpements�of Butte Co. Resolution No. 90-140 4by payment for dwelling units @ $1,189 for total payment of $_ CARD Representative PAID BY CHECK NO. REMARKS: BANK NO.q4a0211Z1 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) 1 1a,u Date t4/y6R6local ,,JMte��C��o. Building Dept. Go denrod--City of C -?i' A[Buildiri§1 et`_t. SITE PLAN REVIEW APPLICATION Date: AP# D y i - �7 76 ' 030 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: 1 b A Owners Name: !�s7r ey G SC44 0_T Owners Address: Telephone No.: 89L4 L— Q 8 C1 H Situs Address: 4097 S iP Ll &L ASS Proposed Use: Residential JR New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVEL OPiVENT SERVICES INFORMATION (For Staff Use) ❑ Approved 0 Conditionally Approved ❑ Resolve Problems Prior to Approval 19 Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY ' Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) jj SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See 1 attached) • Flood Zone: • Flood Panel No.: 0Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form [:]Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R I Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �-; Q c L Side —5 3O Side Street SS Rear 3 C) Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount 50o Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area E]' Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23): ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 E Subdivision Map/Parcel Map: Map Date of Recording: S -In- C�I) Lot: `2-0 ❑ Use Perfnit/Minor Use Permit Permit Number: Book: i H 7 Date of Approval: ® Comply with the following Conditions of Approval: 0 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 P")/S9 . g ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible.. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 ® L 'Do -T-H EraE I S A 10, �- JQACS NOT - C5 C3(z INS i AL-L-Q-L� JSO -r-7T _ X10 �i 1�-� rl_e> S/a P/1- Summary L Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 E.H. USE ONLY " Plot PlanA"' chad Floor Plen Atta had E Sint to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6 Owner Loc tion AP# Plan Approved for: Sewage Disposal ->e Water Supply: Public Private Well X Clearance for dwe". Other 4 Rome Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist 8/96 Date 1 E.H. USE ONLY Slot Tan Anac:iad d FImay Egan Amp Sent to B.D. ! .j TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well X Clearance for rg. Other 3 bd,— Aome Hold final for: seq-.,,4j2 /,c.G���✓c�GP env, Final clearance O.K. for: NOTE: ,Da o.�/'GLIJ OOOriI �c,.,�t✓ d Q��ucf.+iii7��/�ncYCar�l�7tir3i iy 1 Environmental Health Specialist 8/96 Date J-} GREGOR'� A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719. ' Structural Calculations For: ft Y ROtii�... $r Pio. C 2183 REN. P OF C \ BUTTL COUNW m DING ®EPARTMEW ;kPDROVED 41110/ .?� LOAD -SUMMARY - Wind Analysis Normal force method, exposure B, 75 mph wind speed P = Cc Cq Qs I WALLS - - eel P = .62 * 1.3 * 14.5 1.0 .0 117 ksf @ 15 ft. P = .67 * 1.3 * 14.5 *,1.0"- .0126 ksf @ 20 ft. P= .72 1.3 14.5 * 1.0 = .0136 ksf Cr 25 ft.. P = .76 1.3 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P =.62 1.0 * 14.5 1.0 = .009 ksf @ 15 ft. P=.67* 1.0* 14.5 1.0=.O10 ksf. @ 20 ft. P =.72 1.0 * 14.5 1.0 = .01 1 ksf. @ 25 ft. P =.76 1.0 * 14.5 1.0 = .01 1 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P =.62 1.1 14.5 * 1.0 =.010 ksf @ 15 R. P =.67 1.1 14.5 * 1.0 =.O I I kst @ 20 ft. P =.72 1.1 14.5 * 1.0 =.O 12 ksf @ 25 R. P =.76 1.1 14.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V. = 2.5 Ca (w)='"2.5 :36 .1636 (w) plywd. shear walls R 5.5 V = 2.5 Ca-- (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads 'ROOF LOADS: 10 psf dead load + 16 psf live load 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with I -coat StLIC6'01- sidin. - _ ..�r2t _ 22-141 50 SHEETS aMvao 22-142 100 SHEETS 22-144 200.SHEETS im I N - _ - 22-141 50 SHEETS nmoan 22-142 100 SHEETS 22-144 200 SHEETS q l V 0<31 -At N o 3; 22-141 50 SHEETS 'AMP 22-142 100 SHEETS 22-144 200 SHEETS 7 �. .� r ,� •� -P L4 1 �. 22-141 50 SHEETS annann 22-142. 100 SHEETS 22-144 206 SHEETS '11 Roof Beam[ 97 UBC (91 NDS) 1 StruCalc 4.06 By: Greg Peitz, Gregory A. Peitz Architect on: 10'-07-2000 Project: schuster - Location: gwa4 room ridge 3565 Summary: 1.07 5.125 IN x 15.00 IN x 26.7 FTO/24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 51.2% Controlling Factor: Moment of Inertia / Depth Required 13.07 In Deflections: wD= Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Camber Reqd.: C= Beam Data: ++1 Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP='. Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Beam Loading: Live Load: LL= Roof L• oaded'Area: ' RLA= Roof Live Load Method I Side One: Roof Dead Load: DLI= Roof Rafter Tributary Width: TW 1= Side Two: Roof Dead Load: DL2= Roof Rafter. Tributary Width: TW2= Roof Duration Factor:'"' Cd= Slope Adjusted Lengths and Loads: 0.67 IN 0.50 IN = L/638 1.18 IN = L/272 1522 LB 2043 LB 3565 LB 1.07 IN 1.01 IN 26.7 2.0 12.00 240 180 1.5 12 254 10 4.75 10 4.75 1.25 Adjusted Beam Length: Ladj= 26.7 Beam Live..Lpad W/ Slope Red'n: wL= 114 Beam Self Weight: BSW= 19 Beam Total Dead Load: wD= 153 Total Maximum"Coad: wT= 267 Controlling Total Design Load: wTcont= 267 Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS S= Area: Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Ey= 1600000 Stress Perpendicular to Grain: Fc perp= 650 Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 C1=1.00 Cv=0.95 Fv': Fv'= Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= Shear W d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of.1pertia: FT FT : 12 kwol-N PSF SF PSF FT PSF FT FT PLF PLF PLY PLF PLF PSI PSI PSI PSI PSI 2864 PSI 238 PSI 23796 3231 99.7 192.1 20.5 76.8 953,1 -144d.4 FT -LB LB IN3 IN3 IN2 IN2 IN4 1N4 -Multi -Loaded Beam( 97 UBC (91 NDS) I StruCalc 4.06 By: Greg Peitz, Gregory A. Peitz Architect on: 10-07-2000 Project: schuster - Location: window header to support family room ridge beam IN = L/3259 Summary: IN = L/1372 5.50 IN x 9.5.0 IN x 6.5 FT / #I - DOUGLAS FIR -LARCH - Dry Use LB Section Adequate By: 91:2% 'Controlling Factor: Section Modulus /.Depth Required 6.76 In Deflections: LB Dead Load:' DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): LB Live Load: RLI= Dead Load: RDI= Total Loadr•-w RT 1= End Reactions(Right Side): FT Live Load: RL2= Dead Load: ^+t RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Beam Data: PLF Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L Uniform Load: PSI Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P I: PSI Live Load: PL1= Dead Load: PD1= Total Load: PT 1= Location: X l = Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension):.... Fb'= Adjustment Factors: Cd=1.25 C1=0.99 Cf --1.00 Fv': Fv'= Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 3.25 FT From Left Support Shear ((@ d firom beam end): V= Comparisons With Required Sections: Section Modu(us:'. ' ". Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= 0.03 IN 0.02 IN = L/3259 0.06 IN = L/1372 761 LB 1063 LB 1824 LB 761 LB 1063 LB 1824 LB 0.53 IN 0.53 IN 6.5 FT 6.5 FT 1.25 240 ... 180 0 PLF 0 PLF 13 PLF 13 PLF 1522 LB 2043 LB 3565 LB 3.25 FT 1350 PSI 85 PSI 1600000 PSI 625 PSI 1676 PSI 106 PSI 5860 F"1' -LB 1814 LB 42.0 IN3 82.7 IN3 25.7 IN2 52.2 IN2 51.6 IN4 3 92. 9 IN4 ./ Multi -Loaded Beamf 97 UBC (91 NDS)1 StruCalc 4.06 By: Greg Peit , Gregory A. Peitz Architect on: 10-08-2000 Project: schuster - Location: beam near entry to supe : family room ridge Summary: 5.125 IN x 12.00 IN x 16.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Ade46ate713y:.49,01./o Controlling Factor: Section Mbdulus / Depth Required 9.92 In Deflections: Dead Load: DLD= •0.33 1N Live Load: LLD= 0.29 IN = L/679 Total Load: TLD= 0.62 IN = L/318 End Reactions(Left Side): Live Load: "'"' RLI= 1025 LB Dead Load: RDI= 1235 LB Total Load: RTI= 2260 LB End Reactions(Right..$ide): Live Load: RL2= 1497 LB Dead Load: RD2= 1684 LB Total Load: " " RT2= 3182 LB Bearing Length Regd.(Left) : BL1= 0.68 IN Bearing Length Regd.(Right): BL2= 0.96 IN Camber Reqd.: C= 0.50 IN Beam Data: Span: L= 16.5 FT Maximum Unbraced Span: Lu= 1.3 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: 1,,ive Load: wL= 0 PLF Dead Load: "' wD= 0 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT= 15 PLF Concentrated Load P I : Live Load: PL1= 1522 LB Dead Load: PDI = 2043 LB Total Load: PTI= 3565 LB Location: X 1= 9.4 FT Concentrated -Load Live Load: PL2= -- TOOO LB Dead Load: PD2= 630 LB Total Load: PT2= 1630 LB Location: X2= 10.4 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: ... Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2993 PSI Adjustment. Factors: Cd=1.25 C1=1.00 Fv'' Fv— 238 PSI Adiustment Factors: C_ d=1.25 Design Requirements: Maximum Moment: M= 20583 FT -LB 9.4 FT From Left Support Shear ((a, d fi-'b'm beam end): V= 3167 LB Comparisons With Required Sections: Section Modulus: Sreq= 82.6 IN3 S= 123.0 IN3 'Area: Areq= 20.1 IN2 ' A= 61.5 IN2 Moment of Inertia: lreq= 417.8 IN4 1= 738.0 IN4 N Multi -Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 By: Greg/eitegory ,A. Peitz Architect on: ]0-07-2000 Proiect: Schuster - Location: garage door headerSummary: 5.125 IN x 13.50 IN x 18.5 FT / 24F -V4 - LLY'GRADED WESTERN SPS - Dry Use Section Adequate By: 10.6% Controlling Factor: Moment of Inertia / Depth Required 13.05 In Deflections: Dead Load: "DLD= '0.22 IN Live Load: LLD= 0.56 -IN = L/398 Total Load: TLD= 0.78 IN = L/286 End Reactions(Left Side): Live Load: RLI= 3700 LB Dead Load: "" ' RDI= 1451 LB Total Load: RTI = 5151 LB End Reactions(Right Side): Live Load: RL2= 3700 LB Dead Load: -kit RD2= 1451 LB Total Load: RT2= 5151 LB Bearing Length Regd.(Left) : BL1= 1.55 IN Bearing Length Regd.(Right): BL2= 1.55 IN Camber Reqd.: C= 0.33 IN Beam Data: Span: L= 18.5 FT Maximum Unbraced Span: Lu= 1.3 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/' 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: ' Live Load: .. wL= 400 PLF Dead Load: wD= 140 PLF Beam Self'Weig�t: BSW= 17 PLF Total Load: wT= 557 PLF Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI I., Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2395 PSI Adjustment Factors: Cd=1.00 C1=1.00 Fv': Fv'= 190 PSI Adiustme•nt-Factors: Cd=1.00• Design Requirements: Maximum Moment: M= 23821 FT -LB 9.25 FT From Left Support Shear (6 d from beam end): V= 4524 LB Comparisons With Required Sections: Section Modulus: Sreq= 119.4 IN3 S= 155.6 IN3 Area: Areq= 35.8 IN2 A= 69.1 IN2 Moment of Inertia: Ireq= 949.8 IN4 1= 1050.7 IN4 .. .� .: •iiP. _ ' .. ....,fir:., /o Multi -Loaded Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 By: Greg Peitz, Gregory A. Peitz Architect on: 10-07-2000 Project: Schuster - Location: garage door header Summary: 3.125 IN x 13.50 IN x 14.0 FTe24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 40.0% Controlling Factor: Section Modulus / Depth Required 11.65 In Deflections: Dead Load: DLD= 0.11 1N Live Load: LLD= 0.30 IN = L/560 Total Load: TLD= 0.41 IN = L/407 End Reactions(Left Si•tle):• Live Load: "' RLI= 2800 LB Dead Load: RDI = 1052 LB Total Load: RTI= 3852 LB End Reactions(Right Side): Live Load: RL2= 2800 LB Dead Load: ,d RD2= 1052 LB Total Load: RT -22= 3852 LB Bearing Length Regd.(Left) : BL1= 1.90 1N Bearing Length Regd.(Right): BL2= 1.90 IN Camber Regd.: C= -••'°'0:17 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 1.3 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live Load: wL= 400 PLF Dead Load: wD= 140 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT= 550 PLF Properties Fbr: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PS1 Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2385 PSI ,Adjustment Factors: Cd=1.00 C1=0.99 Fv':Fv'= 190 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 13481 FT -LB 7.0 FT From Left Support Shear ((n), d fi-om beam end): V= 3233 LB Comparisons With Required Sections: Section Modulus: Sreq= 67.9 IN3 S= 94.9 IN3 Area: Areq=' 25.6 IN2 A= 42.1 IN2 Moment of Inertia: lreq= 411.6 IN4 1= 640.7 IN4 /o /i Multi -Loaded Beamf 97 UBC (91 NDS) 1 StruCalc 4.06 Bv: Gregory A. Peitz, Gregory- A. Peitz Architect on: 10-10-2000 Project: schuster - Location: front flush floor beam Summary.- ummary:3.50 3.50IN x I8.00 IN x 17•:0 FT / Versa -Lam 2800 Fb - BOISE CASCADE Section Adequate By: 60.3% Controlling Factor: Section Modulus / Depth Required 14.50 In Deflections: Dead Load: DLD= 0.09 IN Live Load: "' LLD= 0.30 IN = L/689 Total Load: TLD= 0.39 IN = L/522 End Reactions(Left Side)`. Live Load: RLI= 4398 LB Dead Load:.„•,. .,• RD]= 1351 LB Total Load: ,. RT1= 5749 LB End Reactions(Right Side): Live Load: RL2= 4362 LB 'Dead Load: RD2= 1329 LB Total Load: RT2= 5691 LB Bearing Length Regd,GLeft) :, BLI= 1.83 IN Bearing Length Regd.(Right): BL2= 1.81 IN Beam Data: Span: L= 17.0. FT Maximum--Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= 480 PLF Dead Load: wD= 120 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT= 615 PLF Concentrated Load P 1: .Live Load: PL1= 600 LB Dead Load: PD1= 380 LB Total Load: PTI= 980 LB Location: X1= 8.0 FT Properties .For: Versa -Lam 2800 Fb- BOISE CASCADE -Bending Stress:. . Fb= 2800 PSI Shear Stress: Fv= . 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 900 PSI Adjusted Properties: Fb' (Tension): Fb'= 2677 PSI Adjustment Factors: Cd=1.00 C1=0.96 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 ` Design Requii-eme`1Y` Maximum Moment: M= 26302 FT -LB 8.0 FT From Left Support Shear (01, d from beam end): V= 4826 LB Comparisons With Required Sections.- ections:Section SectionModulus: Sreq= 118.0 IN3 S= 189.0 IN3 Area: ... Areq= 25.5 IN2 A= 63.0 IN2 Moment of Inertia: Ireq= 889.1 1N4 I= „ 1701.0 I N4 97 UBC (91 NDS) 1 StruCalc 4.06 -RoofBeamf By"•Gr Ory A. Peitz; Gregory A. Peitz Architect on: 10=10-2000 ..•- :. Proiect: schuster - Location: header between great room and kitchen/nook Summary: 3.501N x 11.875 IN x 18.0 FT / Versa -Lam 2800 Fb - BOISE CASCADE Section Adequate By: 269.6% Controlling Factor: Moment of Inertia / Depth Required 7.68 In Deflections: Dead Load: DLD= 0.19 Live Load: LLD= 0.14 Total Load: TLD= 0.32 .Reactions (Each End): Live Load: RL= 513 Dead .Load: RD= 695 Total Load: RT= 1208 Bearing Length Regd.: BL= 0.38 Beam Data: Span: L= 18.0 Maximum Uribraced Span: ��t Lu= 2.0 Pitch Of Roof: RP= 12.00 Live Load Deflect. -Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Beam Loading: Live Load.- LL= 12 Roof Loaded Area: RLA= 86 Roof Live Load Method: 1 Side One: Roof Dead Load: DL 1= 10 Roof Rafter Tributary Width: TW I = 4.75 Side Two: Roof Dead Load: DL2= 0 Roof Rafter Tributary Width: TW2= 0.0 Roof Duration Factor: Cd= 1.25 Slope Adiusted Lengths and Loads' Adiusted Beam Length: Ladi= 18.0 Beam Live Load W/ Slope Red'n: wL= 57 Beam Self Weight: BSW= 10 Beam Total Dead Load: wD= 77 Total Maximum Load: wT= 134 Controlling Total Design Load: wTcont= 134 Properties For: Versa -Lam 2800 Fb� BOISE CASCADE " Bending Stress! Fb= , 2800 Shear Stress: Fv= 285 Modulus of Elasticity: E= 2000000 Stress Perpendicular to Grain: Fc_perp= 900 Adjusted Properties: Fb' (Tension): Fb'= 3477 Adjustment Factors: Cd=,1.25 C1=0.99 Cf --1.00 Fv': Fv'= 356 Adiustment.Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 5438, Shear (Q d from beam end): V= 1076 Comparisons With Required Sections: Section Modulus: Sreq= 18.8 S= 82.2 Area: Areq= 4.6 A= 41.5 Moment of lnertia: Ireq= 132.2 I= 488.4 /2 IN IN = L/1567 IN = L/665 LB LB LB IN FT FT : 12 PSF SF PSF FT PSF FT FT PLF PLF PLF PLF PLF PSI. PSI PSI PSI PSI PSI FT -LB LB IN 3 IN3 IN2 IN2 IN4 IN4 /-3 0.28 0.50 0.78 2156 1167 3323 2080 1119 3199 1.05 1.02 25.3 0.0 1.00 360 240 •-.;r"°-120 45 15 180 600 380 980 8.0 Live Load: PL2= 600 Multi -Loaded Beamf 97 UBC (91 NDS)1 StruCalc 4.06 PD2= Bv: Gregory A. Peitz, Gregory. A. Peitz Architect on: 10-10-2000 Proiect: schuster - Location: rear flush floor beam Summary: Location: 3.50 IN x 18.00 IN x 25.3 FT / Versa -Lam 2800 Fb - BOISE CASCADE Section Adequate• By: 61.9% Controlling Factor: Moment of Inertia / Depth Required 15.32 In Deflections: Bending Stress: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): 2000000 Live Load: RLI= Dead Load: RD 1= Total Load: RTI= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: +�t RT2= Bearing L6fi hegd.(L6fl) : BL1= Bearing Length Regd.(Right): BL2= ' Beam Data: Span: L= Maximum Unbraced Span.- lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Uniform Load: Live Load: ^' wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P 1: Live Load: PL1= Dead Load: PD1= Total Load: PTI= Location: Xl= Concentrated Load P2: /-3 0.28 0.50 0.78 2156 1167 3323 2080 1119 3199 1.05 1.02 25.3 0.0 1.00 360 240 •-.;r"°-120 45 15 180 600 380 980 8.0 Live Load: PL2= 600 Dead Load: PD2= 380 Total Load: PT2= 980 Location: X2= 15.7 Properties For: Versa -Lam 2800 Fb- BOISE CASCADE Shear Q d from beam end): Bending Stress: Fb= 2800 Shear Stress: Fv= • 285 Modulus of Elasticity: E_ - 2000000 Stress' Perpendicular to Grain: Fc perp= 900 Adjusted Properties Fb' (Tension): Fb!-- b'=Adjustment AdjustmentFactors: Cd=1.00 C1=0.96 IN3 Fv': Fv'= Adiustment Factors: Cd=1.00 IN2 Design Requirements: IN4 Maximum Moment: M= 12.994 FT From Left Support Shear Q d from beam end): V= Comparisons With Required Sections: Section Modulus.- Sreq= S= Area: Moment of Inertia: AregJ A= Ireq= I= IN IN = L/602 IN = L/389 LB LB LB LB LB LB IN IN FT FT PLF PLF PLF PLF LB LB LB FT LB LB LB FT PSI PSI PSI PSI 2677 PSI 285 PSI 23062 FT -LB 3052 LB 103:4 IN3 189.0 IN3 16.1 IN2 63.0 IN2 1050.4 IN4 1701.0 IN4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 4 I o• (Rev. 12/96) APPLICATION AND PERMIT -� ASSESSOR PARCEL NUMBER 047 -670 -030 - ZONING BUILDING PERMIT OWNER Gle TELEPHONE SO. FT. OCC. BUILDING VALUATION �,� .OWNERS MAILING ADDR SS 4047 S> >lass Chico CA 95973 CONTRACTOR'S NAME Bowen Pnolg TELEPHONE 34-5-2-50-3 CONTRACTORS MAIUNG ADDRESS 905 Filbert Ave Chico CA 959266 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 23-00 BUILDING ADDRESS 40'+7 Spyg)asS Energy Plan Checking Fee $ $ PERMIT FEE $ 301.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF [R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: �hstk 97-2529 NEW fool Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W (-W20.00 PERMIT FEE $ 35000 ELECTRICAL PERMIT Fling Fee 20.00 800V 0'' LESS Main Service 20.AORLESS 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 fo e a V d effect. q License Class C- Lic. No. :3'9-7 2 I � - 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 200A TO 1000A 46.00 NEW CONST. DWELLING occuP. so OR ADONS. ( a Acc. BLns. 3.50FT; NOµR6,UT' MULTI -OUTLET 97,50 POWER APPARATUS 3 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FUTURES ani @ .50 Ex. Occup. OUTEIEfS A ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool ElE ctri.� h0_00 PERMIT FEE $ 50.00 WORKERS' COMPENSATION DECLARATION I hefeby affirm under penalty of perjury one of the following declarations: I 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 olicy number are: Carrier �T2- z3 ZV MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number L7-�? - SY S?e -1 (The above sections need not be completed 0 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 .11grthwith comply with those provisions. //,��� X �4 ff ��_ - Date / ( � - �� Signature of Applicant - O Owner ❑ Contractor ❑ Agent 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 $ 386.50 HAz. D FEES IMP I FLOOD I COF I PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a e for whicy fees have been paid. By Date q)U&7_, E PIRES ON Date Receipt No.PERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT «.�,,,,,i �l{�'�'t'^1vFff��'..�1r°*t.�;;N�t .:�{+1Ei��'1" ia�.�'�M'�+�"'�r��:�1wai','q+�i7rt_�I%il►''iiF`�"�r'�..�.�t"}��' r;�'y'it�:ty� y,. CO�NTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ��. ASSESSOR PARCEL NUMBER 6 Proposed Building Use: Counter Technician: Date: ' Q Uri Items required in order to apply for a permit. All boxes MUST be checked OR maVled NA in order to apply. . '.Plot plans, 3 or 4 sets, signed�y the preparer of the plans. \2� Complete plans, 3 or 4 sets, signed by the preparer of the plans. C 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! *4 ❑ 5. Energy compliance design and supporting documentation in duplicate. l7, 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ .10. Letter*of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 11 Li 15. Statement of Intent for Non -heated and A/C Buildings .................................. ..... 1.. /. /AJ 16. Sanitation and plot plan approval from the Environmental Health Department in el 7. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about 0 Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... z ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ................................::.. ❑ 28. Manufactured home utility clearance........................................................... ❑ 29. Existing violations and/or expired permits ............................................. ^ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: epC� L�2,4 x/1/1' `�cs`'�Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: - - Date: a phone, ❑ mail, ❑ counter, by phone, ❑mail, ❑counter Plans approved by: _Structural approved by. Yellow Ruildinv Divicinn Plan Check Letter /Date: _ -Date- Date: _Date: e.d. use c t do id Stat /ten Anachad L/ Flace Man A had Sent to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance w s Owner Loc tin J AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other 02 Hold final for: Final clearance O.K. for: NOTE: 07 Environ ental Healt Specialist Date 8/96 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 a, PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT `) ASsEssORPARCELNUMSEFI O ZOMM BUILDING PERMIT v O owNER TELEPHONE SO. FT. OCC. B ILDING VALUATION OWNERS MWN%ADOWS _ N - n n , _ 0 _ 0 Ax _— E, CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAl1NG ADDRESS SUILDINGADDRESS % Al �1 0 LOT NO. SUBDNISIONS NAME PARCEL MAP USEOFSTRUCTURE SFA.Duplex ❑ Mobilehome ❑ Other sxcsv TYPE OF WORK New ❑ Addition ❑ Re odel ❑ Udlides ❑ Installation ❑ OthA Describe WorlCl nnrx ! � n 1� ��/X00000 PFRMiT FFF PAih $ Fireplace I II Total Valuation 1 $ 1 Filing Fee E SRA $ SHERIFF $ z w on LESS OTHER $ b e � V • AMOUNT, RECEIVED., $ S NOWRESID. RECEIPT- -.# @7.50 Fireplace I II Total Valuation 1 $ 1 Filing Fee E J -- 2 0.6C Permit Fee $ z w on LESS 23.00 Plan Checkin Fee b 46.00 NEW CONST. OR ADDNS. Energy Plan Checking Fee S NOWRESID. MULTI -OUTLET RRAWN Cmc xm @7.50 b PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer15.00 Mobile Home S G W Q20.00 EX. OCCUp. OUTLET OR FDCn)RES eAL Ex. Occup. DMD "°°� o.°R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiripn — N I 23.00 .I PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 ' Heating CoolingI Hood 8.50 I PERMIT FEP_ S Mobile Home Installation Fee i Energy Inspection Fee S OCC CONST, TYPE11 1 TOTAL F E _ a NAZ• JD.FEESI IMP I R40D I CDf IPARMIPO 1 -1 -- This permit Is hereby lamed 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 ON PERMIT FEE t: J -- ELECTRICAL PERMIT Filing Fee 20.00 Main Service z w on LESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. DWELLNO OCCuP. i ACC. BLOB. so 3.50FT. NOWRESID. MULTI -OUTLET RRAWN Cmc xm @7.50 EX. OCCUp. OUTLET OR FDCn)RES eAL Ex. Occup. DMD "°°� o.°R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiripn — N I 23.00 .I PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 ' Heating CoolingI Hood 8.50 I PERMIT FEP_ S Mobile Home Installation Fee i Energy Inspection Fee S OCC CONST, TYPE11 1 TOTAL F E _ a NAZ• JD.FEESI IMP I R40D I CDf IPARMIPO 1 -1 -- This permit Is hereby lamed 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 ON -a *�x::; � .rya. s; _.,� .. �•, �" s 047-670-030 02-0296 , SCHUSTER, STEVE 4047 SPYGLASS, CHICO NEW DECK r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSEES�SORPARCELNU_ MBER ZONING BUILDING PERMIT owN`(/L7L7(;��fLT(�/yl�''\/►�'i�A/A M � TELEPHONE SO. FT. OCC. BUILDING VALUATION 216 1512 OWNERS MAILING ADDRESS ' * 4011 SPIM RM, CA 45973- CONTTR/�RA���CCT}OO�RR+'SpS NAME \�R1Gil TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 1 51 •OM ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 M Permit Fee $ *W ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4047 WVGU aS RD' CHIiX) Energy Plan Checking Fee $ $ PERMIT FEE $ 81.©5 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF Ek Duplex ❑ Mobilehome ❑ Other SPECIFY ■ Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK �* New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other i f Describe Work: � x 18 •��. 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 600V OR UE Main Service 20.AORLESS 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 II force and effect. Lic. No. License Class.00 I It- 2OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lalfor 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 is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance ofthework 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 Calif 'a, and agree that if I should become subject to the workers' o pensation pkf0 sions of section 3700 of the Labor Code, I shall folhwitho ly�withthose rovisions. X _ Date ),9 Signature ,of Applicant - Owrirer ❑ Contractor ❑ Agen An OSHA err it Is requir d for excavations over-5'0,'and demolition or construction of structures over 3 stories in heigh� Main Service �� TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLns. 3.5¢Fr: ReSINEW D. MULTI.OurLEr @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I.50 Ex. Occup. 0°T,F,s R o.°� 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 f_ PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 81,05 HAZ. D. FEES IMP FLOOD CDF PAR HD SU 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. �► f� !� By .I/ Date I I PERMIT EXPIRES ON 74 ` Date ReceiptNo. 34-:5711 IKI r CX5; 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) 538-7541 E MIT NO. (Rev. 12/96) APPLICATION AND PERMIT 07,-07 ASSESSOR PARCEL NUMBER 047-670-030 ZONING BUILDING PERMIT OWNER STEVE S(ENSTER TELEPHONE 894-0894216 SO. FT. OCC. BUILDING VALUATION .OWNER'S MAILING ADDRESS 4011 R11, MOD. CA 95973 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 1.512.W ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 37.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 24.05 BUILDING ADDRESS 4047 SPYGLASS RD Energy Plan Checking Fee $ $ PERMIT FEE $ 81.05 LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities O Installation ❑ Other CK Describe Work: 12' X 18' Deck Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�oon oA mss 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 'tJ 11 force and effect./ % �}( J License Class Lic. No. �"""777 —0� 111 J Iy9 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lfor 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. O 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 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 w rk rs' o ensa on p o sions of section 3700 of the Labor Code, I shall fo th ly wi tho rovisions. X Date Signatur ')5f A icant - O r 0 Contractor O Agent An OSH4ermff is requir d for excavations ov a and demolition or construction2/1L�OZ of structures over 3 stories in height. Main Service 200A To 46.00so CCU000A NEW CONST. DWELLING OCCUP. SO OR ADONS. a Acc. Bins. 3.5QFT: I. NOON-REOSID. MULTI.0 1UX1 @7,50 POWESINLER APPARATUS a GOUTLET CIR. 20 @ 1.00 Ex. Occup. OUTLET OR FDCTUREs BAL G .50 Ex. Occup. ouTLEEDTs R. D °E 5.00 Temporary Service 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 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 81.05 HAZ. D. FEES IMP FLOOD CDF p p0 HD SU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By0-00,�AVeoZ PERMIT EXPIRES ONZJ/7:463 applicable provisions Resolutions to do work been paid. /Date Dete Receipt No.,,i ' WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUM - 0;��•- r Proposed Building Use: Counter Technic.ia : Date: Items required in order to apply for a permit. All boxes MUST be check d 0' marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ _ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... _ ❑ 10. Letter of intent for non-residential buildings......................................................... _ ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... _ ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ................................. ...... 15. Statement of Intent for Non -heated and A/C Buildings ............................... V16..... . . 6. Sanitation and plot plan approval from the Environmental Health Department i 17. City of Chico Plumbing permit..........................................................i...........: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... i ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: { ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... E� ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... __ ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... .❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... D 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been infor d f th ab a it s ts for obtaining a building Ermit. YApplicant: Date: Z �- 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required s Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division �s s6c._J i i I pfd a 4. u �- iOUTTERTM*p ei� tL�INQ DEPS A-4PPROVED t y(K17 IC65 �� C a, 4(OL ilt 31 54 porc,l� PIC//, Gkkb ep.*M I*vl-*f E cot �` R APPROVED RopT Wy Tia 0 Ir 42-�-L+ ` ' .b&Ti4TL 6'�1 5c�A' 55 �o Poea Dr-rA44, be1TTE COI+�:* MIMG DEP a'®APPROVED 3Cc4S6c 6K11 NRhDEQ F OWC V►'etiJ �fft%, J . -1.,r cr' ' q017 !�l�SS�, porc, TAIL - 3 cuy P )O%5 z LS+ �X6 fi�NlIU6-� �, gyp} vti�w �jrj 'Ajco 2.4-aoWi Z, axI2 4iutnrk • � . �' �., �� . � .� � 5 �, . _.. ' _ _ _ . � .. .� ;� - � _. _ � ..- ,, - � ,_ ' � kir. i � � _ , 'J � i � - ti � ! � � � � ! � �� � r t � i ' i k - - _� - _ _� � _ t --.f _ � � �' �• GQli - 4LN 012JOM mis VX\t L T'T e 'Ah flc+ Jt�-kI � IC, wig eYt' �mj�st 1LAqLec�er Mqj _ L-. ------- --- --_--- __. ..-----. __... -- -----------L-- ----. -- ---_---_1----. ._-1- ------------. -- --------- - -._. ._. --. -__.-- -- - 52,_ 4u I I z I I A 1 ¢° I p� ,4• o r.� o ��., . N , 57 t ILS GIK i.(ar. L4 (25 7131 BES !?O ►� �' t O G LVr , GG► ;'_ �'! Ei� E! G. K_. t j 4 Gh Gar. 44 ' ET __._ `•. i I kj tj Ka 12 IZ. f I I 4a�'iZ .a ( o/q�► 3" s " N � ATT I �... _ , i 40 s O'S, 14. a 1 � I !o o I oil III will - y In " 6;2,/,2 ` U� DATES • Z I — G.Q[� I VRAWW �a !3MEFT;e Of J(.04x1'v*v — r , .. Environmental Health ANK132�a ,a � IM Z Chico, C4Wom1a �+JN � Rti LL Oz° F., (— Gv� I s /����0 x YERTEC'H ENGMERING PROJECT: 7/6/02 w p U= STRUCTURAL NOTES Z a 1. GENERAL V ♦ A) ALL WORK SHALL CONFORM TO THE 1997 LBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER ('VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL. ITEMS IN THE PLANS ONLY. MODULO ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE WILL ASSUME NO S RESPONSIBILITY FOR ANY ELEMENT SYSTEM OF THE STRUCTUREENGINEfft { IL i C) THE MWANGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY ` NOTED OTHERWISE, 00 NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC. CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. 0) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS. THEN IT SMALL 5TRl► TED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT gd`94 M ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS. GARAGE FLOORS, ETC...) IS THE RESPONSIISIUTY OF THE CONTRACTOR OR OWNER. N �—Q 2. WE WORK N FOUNDATIONS A) ASSUMED, MAXIMUM SOIL BEARING - IWC PSF PER UBC TABLE 184-A. B) BUILDING SITE S ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSNE SOIL. ENGINEER HAS NOT REVEWOSITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO ATTENTION D n TMADE HEA OF THE ENGINEER. THESE CALCULATIONS ASSUME SOILS AND LEVEL OR STEPPEDT ANY UGT1 J THEC) OTHER CONDITIONS SHOULD BE BRO�M ATTENTION OF THE ENGINEER PRIOR TOHE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLL W40 RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLNE. (12' TO WAS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL +500 Off -M TAMC F) ALL FINISHED GRADE SHALL SLOPE AT A MNNMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM _ -- 0) OF /0 FEET HORIZONTAL FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. M) FILL MATERIAL SWILL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 0 USE 4. DIAMETER PERFORATED PIPE SUIPDRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO L _ 44'LOT , DAYLIGHT. LOT 1 q 4. CONCRETE I REINFORCING Z 1 '' • A) CONCRETE SHALL HAVE A MINIMUM 24 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE IN LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C -M AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 239, AND 295, IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN OAS% BY I„I� u E) WEIGHT. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. �lEDITION LTJ I F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. WRTECH RECOMMENDS THE FOLLOWING AS A $ SUITABLE SLASON.GRAOE: AT GARAGE SLABS, USE 4- THICK S.O.G. WITH 03 BARS AT 15' O.C. EACH WAY $ ABOVE MID -DEPTH OF SLAB OVER 2' SAND, OVER MOISTURE BARTER. OVER 4- AGGREGATE BASE. USE 3.1/'t' SLAB WITH RH AT 19 E.W. ABOVE MIDOEPTH OF SLAB, OR 6X6 WWF ABOVE MKWEPTH OF SLAB WITH SAME �p SUB -41A& BUILDUP AT ALL OTHER AREAS. 0) SAW-CUTTOP W OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'4r WHERE SLAB IS - r . REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED Tor WHERE SLAB IS UN -REINFORCED. Ci r REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3- cQi CONCRETIE WITH SOIL OR WEATHER EXPOSURE: t5 BARS AND SMALLER 1 W 66 OARS AND LARGER 2' _CONCRL: TIE WITHOUT SOIL OR WEATHER EXPOSURE: W _ _ _ _ J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM AS75 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O, 19 IMI AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINPORCI G STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED, IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. P1 LA,5ANT LANbIJ - - 3 LOT 20 R 2/6/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) Fm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. 0) LAP REINFORCING THE GREATER OF SO BAR DIAMETERS OR r4r. E) LOCATE ANCHOR BOLTS WITHIN r OF THE CENTER OF A CELL. 6. FRAMINGILUMBER 6.1 MATERIALS: A.) SHEATHING: I. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R-1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED N AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH USC 1704.5.2. C.) MICR04AMS: MICR04AMS (LAMINATED VENEER LUMBER) SWILL. HAVE FS ■ 2900 PSI & FV ■ 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NERA61 0.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1R' DIAMETER ANCHOR BOLTS AND 2' X 2' X 3M6- PLATE WASHERS LOCATED AT 4'-0' O.C. MAX, WITH ONE BOLT LOCATED 1'-0' MAXIMUM FROM EACH ENO OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.PA. OR W.C.LI.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER, 2. ALL POSTS SHALL BE DF -L 01 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE OF.L. 02 U.N.O. 4. 2X JOISTS SHALL BE DF -L 02 U.N.O. 5. CONCEALED BEAMS SHALL BE OF -L 62 S. EXPOSED BEAMS SHAD. BE OF -L 01 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 19' OF FOUNDATION, NAILS SHALL BE GALVANIZED. 0.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A407 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SWILL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EOUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS 1.) MANUFACTURED `P JOISTS: MANUFACTURED 1 JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 U.N.O. USE A MANUFACTURED 1-1N' RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL -r JOUSTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6.2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 2$41$1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHIICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCUATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6.3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT S' O.C., T&B U.N.O. S.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOIT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIREPLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 17-W P --A VERTECH ENGINEERING PROJECT: 2/6102 64 POSTSI TRNMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EOUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. a) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6.5 WALL FRAMING ^) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48' LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE 578224 STRAP U.N.O. 8.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS W -T C.) MISPLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT 11 OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICSO REPORT, 0.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 1r IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). 5.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 141 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED VIS' OVERSIZE, B,) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. '. DESIGN LOADS A) ALL DESIGN LOADS ARE PER LSC CHAPTER 16, DIVISIONS I, II, II, AND N U.N.O, 8) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 0) WIND SPEED: 75 MPH EXP B Taoo' .-5 REVISIONS BY ' 3135 SQ.FT. LIVABLE 1 178 SQ.FT. 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